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HomeMy WebLinkAboutBuilding Plans9 L C B A 1 i 2 I 3 I 4 I 5 1 6 I 7 1 -11 a g THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE 7' THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAU11ONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CONNECTIONS. AND SEPARATE OWNERCONTRACTS ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS FOUNDATION NOTES TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. OF 18" ABOVE CROWN OF ROAD SOILS SHALL BE 'TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. PROVIDE 2 YEARS RE -TREATMENT WARRANTY. CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR CONCRETE NOTES: CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLAINS: ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC, PRIOR TO PLACING CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. SLABS 3/4" CLR. BEAMS 1-1/2" CLR TO STIRRUPS COLUMNS 1 -1/2" CLR. TO TIES ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN 1N THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 32, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP- PLICED 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS R', CONT, HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS, WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. APR 2 9 2019 $T, LUCI® County, Perm 10 11 R301.2(1) 1 CLIMA 1 13 TIC & GE 14 15 16 000000 PHIC DESIGN CRITERIA WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP SPEED TOPOGRAPHIC WEATHERING' FROST LINE TERMITE MPH. EFFECTS DEPTH I10 MPH. EXPOSURE "q" NA. ILIGBLE F*G NA. VERY HEAVY 40 DEGREE NA ZONE AE.10 NA I I CONSTRUCTION NOTES AND SPECIFICATI&14S ABREVIATIONS SYMBOLS 2 DETAIL NUMBER MASONRY NOTES: ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE ACOUS. ACOUSTICAL LAV. LAVATORY A-2 SHEET NUMBER ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS AC. AIR CONDITIONING LB. LABLE AFF ADJUSTABLE LH LEFT HAND FOR LOAD BEARING CONCRETE MASONRY TO BE COMPLETE WITH ALL TEMPORARY ANDPERMANENT BRACING, BRIDGING, ATTACHMENTS, AFF_ -ABOVE FINISH FLOOR LTG LIGHTING ELEVATION NUMBER ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY AND ANCHORAGE FOR FINAL INSTALLATION. AHU AIR HANDLING UNIT LOC. LOCATION ALUM. ALUMINUM L.W. LIGHT WEIGHT ELEVATION REFERENCE ai SHEET NUMBER � UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE - ALT. ALTERNATE M.O. MASONRY OPENING ANOD. ANODIZED REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. WALLS & BEAMS OF G. ALL BEARING WALLS ARE DID ( ) THE BUILDING. AND BEINDICATED ANN. ANNUNCIATOR MFTR: MANUFACTURER a SECTION NUMBER ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN AP ACCESS PANEL MAS. MASONRY SECTION REFERENCE SHEET NUMBER 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. APPROXIM TE MAT. MATERIAL MAX. MAXIMUM HAS BEEN LAYED UP SUCH THAT THE CONCRETE 1S INTERLOCKED WITH THE MASONRY. CH. AARCHITECT URAL ) MECH. MECHANICAL ROOM REFERENCE 102 ROOM NUMBER SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED MTL. METAL 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 REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL BF BOTH FACES MISC. MISCELLANEOUS FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO pp BLKG. BLOCKNG MTD. MOUNTED 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 BLKG. BLOCKING MUL. MULLION N. NOT IN CONTRACT WINDOW REFERENCE O WINDOW NUMBER NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON, WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. I' ' BM. BEAM BOT. BOTTOM N.T.S. NOT TO SCALE CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. FIRESTOPS B 0 BOTTOM OF NO. NUMBER' � NOTE REFERENCE � REFERENCE NUMBER EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT CAB. CABINET 0. C. ON CENTER NOT GREATER THAN 150 FEET O.C. PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) CPT. CARRET O.D. OUTSIDE DIAMETER CI CAS IRON 0.F.C.1. OWNER FURNISH REVISION REFERENCE REVISED 00/00 0/0 REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND ALL CK. CAULK, CONTRACTOR INSTALL CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT.- FLOORSO PLACES THAT THE MAXIMUM DIME NSION OF ANY CONCEALED FLOOE LEVELSNOT C C CENTER' TO CENTER OFF. OFFICE CEM,. CEM NT � CODE INFORMATION SPACIS N OVEREIGHTBE CER MIC OH. OVERHEAD VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0 O.C. AND Y 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. CE1R. OPNG. OPENING CT CERAMIC TILE FLORIDA BUILDING CODE, EDITION 2011 (5th EDITION) SHALL BE LAPPED A MINIMUM 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED OPP. OPPOSITE CLG. CEILING. ER A MINIMUM,OF 30 BAR DIAMETERS. ' � 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH � CENTER LINE PL. PLATE I - FLOP,10A BUI- Lp NC, CODE R:E:SIDENTIAL 2011 EDITION, CLEANOUTS MUST BE PROVIDED -AT la LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. PLAS. PLASTER CLR. PLYWD. PLYWOOD NATIONAL ELECTRICAL CODE APPLICABLE EDITION THE CONTRACTOR SHALL ASSURE THATiALL REINFORCEMENT IS PROPERLY PLACED AND 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CLOSET L' PLAN. PLASTIC LAMINATED AND ALL OTHER RULE$, REGULATIONS, AND CODES HAVING JURISDICTION CENTERED IN THE WALL. ` CASE OF APPROVED METAL CHIMNEY INSULATION. CJT. CONTROL JOINT PR. PAIR CMU CONCRETE MASONRY PRCST. FqR OCCUPANCY GROUP: GROUP R-3, SINGLE FAMILY RESIDENCE GROUT WALLS IN 8' LIFTS MAX, PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING L�CATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD SQUARE FOOT UNIT P,S.F. POUNDS PER SQUARE INCH CONSTRUCTION TYPE TYPE V!. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS, OF FIRE. CONST. CONSTRUCTION P.S.I. MASONRY WALLS HAVE BEEN DESIGNED I ACCORDANCE WITH f'.B.C. 2014 FOR ENGINEERED 6. CONCEALED LED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE RESIDENTIAL 2014 (5th ED.) CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED BUILDING DESIGNED A6+ ENCLOSED MASONRY DESIGN, CHAPTERS THROUGH 3 Of ACI 530 ASCE - f m PSI 1500 F Y MASO D 1 THROU / OR MASONRY 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOIrINAL TWO INCHES COL. COLUMN PNL. PANEL COMB. COMBINATION BUILDING HEIGHT: LESS THAN 60'-0" 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL IN THICKNESS, CONN. CON ETE RAD. RADIUS MEAN ROOF HEIGHT: 30'-4 1/2" BUILDING EXPOSURE: p° ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF 1 CONN. CON CTION RADN RADIATOR, RADIATION MASONRY UNIT IN ACCORDANCE ASTM C 140. MORTAR TESTS: TEST EACH MORTAf� TYPE CONT. CON �NUOUS R. RISER - WIND FRE66URE SPEED, ASCE CHAPTER 1. 110 MPH IN ACCORDANCE WITH ASTM C ,80. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 NAILING SCHEDULE CONTR. CONTTT ACTOR REINF. REINFORCE TERSUN K RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME CTSK. COU _ REVS. REVERSED CFL. COU TERFLASHING' RH. RIGHT HAND (3 - SEC. GUST) FOR ENCLOSED BUILDING FREQIJ ENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND SEE FASIENEN SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING REQUIRED CRS. COU�DE RRM. LB. PSF TOP CHORD LIVE LLOA INTERSECTIONS. SEE DETAILS FOIL VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE REQUIREMENTS ON WINDOW AND DOOR FRAMES ROOF ASSEMBLIES, ' ROOM ROOF TOP CHORD DEAD LOAD: 16 LB. PSF I& WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. DP. DAMOPOOFING R.O. ROUGH OPENING BOTTOM CHORD VERI€Y DECOR. DEC ATIVE LIVE LcAD: 10 LB. PSF ROOF SHEATHING NOTES S.C: SOLID CORE DIA: DIAM TER SCHD. SCHEDULE BOTTOM. CHORD DEAD LOAD 10 LB. PSF - FLOOR FRAMING: DIAG. DIAG NAL SEAL. SEALANT DIME SIGN SEC. SECTION FLOOR LIVE LOAD TOTAL ; 40 LB, PSF ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. -, DIM. DIFF. DIFFUSER SERV. SERVICE FLOOR DEAD LOAD TOTAL: 10 LB. PSF TOP ELEV. OF BEAMS &PLATES ARE AS NOTED ON PLANS. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH -THE PANEi; CONTINUOUS OVER D0. DITTO SHT. SHEET u DR, DOOR SHTH. SHEATING IMPORTANCE / USE FACTOR: 10 FRAMING LUMBER FOR HEADERS -BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., OVER TWO OR MORE SPANS. ` ' DBL. DOUBLE SIN. SIMILAR D. F. DOUGLAS FIR: S.O. SHUT-OFF MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION BUILDING CATEGORY: 2 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 SL. SLIDING PINE/FIR (N0. 2 OR BETTER) ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY "- D.S. DOWN SPOUT' S. SOUTH DWG. DRAWING SPEC. SPECIFICATION OTTERS' NOT REQUIRED (IMPACTED GLASS) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER PANEL MANUFACTURER "D. DRAIN SQ. SQUARE SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. PLANTER WATERPROOFING: S.F. SQUARE FOOT EA. EACSST. STAINLESS STEEL IMPACT RESISTANT ASSEMBLY: YES Eb 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K E. EASTSTD. STANDARD - COMPONENT 4 CLADDING: YES APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF EMER. EMERGENCY STL. STEEL ENG. ENGINEERING CONTINUE LOADED PATH PROVIDED: YES PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. E STOR. STORAGE ELEVATION EL ELECT OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, ',GIRDER ELEC. ELECTRICAL SIR, STRUCTURAL AREA TABULATION TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. INSULATION SUS. SUSPENDED EQ. EQUAL SW. SWITCH EQUIP. EQUIPMENT SYM. SYMMETRICAL EST. ESTIMATED) ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 EXH. EXHAUST TREAD T.C. APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ed.) FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE . EXP. EXPANSION TOP OF 'CURB EXT. EXTERIOR IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) TEL. TELEPHONE EXIST. EXISTING TEMP TEMPERED ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE E.J. EXPANSION JOINT = 1=�RJT LEVEL 1O�J�1 S AND MASONRY AT 4'-0" MINIMUM. DOOR AND WINDOW NOTES: pF. T&G TONGUE AND GROOVE F FINISH T B TOP & BOTTOM SECOND LEVEL = 1662 5F FA F•g �1 FAC OF MASONRY T�/ 0 TOP OF COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB F. FAC OF STUD TC TOP OF CURB THIRD LEY = 1115 F. 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 SPECIFICATIONS FOR WOOD CONSTRUCTION. SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLO iDA BUILDING CODE FIN. FI ROOF T.O.C. TOP OF CHIMNEY FIN. FI�15H TOTAL UNDER AIR 4494 S. RESIDENTIAL 2014 (5th ED) T.O.FR. TOP OF FRAMING FLR FLOOR EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CATEGORY 1 - 150 LB. IMPACT TEST T.O.L. TOP OF LEDGER F.D. FLOQ DRAIN T.O.P. TOP OF PLATE CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS FLG. FLASHING COMMITTEE. CATEGORY 11 - 400 LB. IMPACT TEST FL. FLUSH T. P. TOILET PAPER HOLDER COVERED ENTRY = 139 F. FLUR. FLUORESCENT TYP. TYPICAL BEAGH TERRACE = 250 F. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING; FLASHING, VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. FT. FOOT/FEET WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. FTG. F00 LNG UL. UNDERWRITERS LABORATORY BALCONY = 520 6F. PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' U.O.N. UNLESS OTHERWISE NOTEDGA. GAU ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN UTIL. UTILITY GALV. GAL kNIZED GARAGE, _ 5(00 F. 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 GB GRA BAR VB. VAPRO BARRIER DRILLED AFTER PRESSURE TREATMENT. THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) GC. GENERAL CONTRACTOR VNR. VENEER GL GLASS VENT VENTILATION TOTAL UNDER ROOF 51363 5F. VERT. V RTICAL PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS @ 4" O.C. FINISH NOTES: GR. GRADE GYP. GYPSUM BOARD W.F: WALL FABRIC AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND, AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED WP. WATERPROOFING TOTAL CUBIC VOLUME O� A:C, S AC : _ 3g 919 CUBIC FEIti: I E P E LOADS DO NOT EXCEED 385 PSI H pp DD W.C, WATER CLOSET FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE HDW. HARDW�RE W.H. WATER HEATER IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.B.C. RESIDENTIAL (5th EDITION) HHGGT. HHHEEEIGH��NNT W�// WITH NON -BEARING PARTITIONS: MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FL ' HTI HOL O� METAL WO WOOD WITHOUT' DRAWING INDEX ALL INTERIOR NON -BEARING :PARTITIONS SHALL BE 3 5/8" MTL OR 2x4 W'D. STUDS T L WT. WEIGHT H BR. HOSE ON AT 16" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD H.C. HOLLOW CORE STANDARD BUILDING CODES. H.S. HAND SHOWER SYMBOLS A1.1 COVER SHEET A5.5 DOOR & WINDOW WOOD TRUSS NOTES: USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. HVAC HEA-1NG[VENTILATION AIR `ON ITIONING DETAILS & SCHEDULES A2.1 SITE PLAN &DEMOLITION & AND A6.1 ROOF PLAN ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEE TILE, CARPET FINISH SELECTED BY OWNER. INCL. INCLUDE ANGLE A3.1 PILLING PLAN A6.2 ROOFING PLAN THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: © AT INSUL. INSUINTELATION @ CENTER LINE' A3.2 SLAB PLAN A7.1 DETAILS SHEET ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD TNT. JUNCTION 0 DIAMETER OR ROUND JUNCTION BOX A4.1 FLOOR PLAN AEA ELECTRICAL PLAN ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. JB. KNO�I� OUT # POUND OR NUMBER A5.1 FRONT & REAR 11EVATIONS K.O. AE.2 PANEL SCHEDULES ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. 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N. = 2.02 7�)-�) 1, 9 cp INV. S. = 2.00 FLOOD ZONE AE-7\ - 1 0\ .5<6,6 NAVID 1988 DATUM 12 13 FIND CROSS IN NAILS 13 0 DROP INLET BENCHMARK ELEV. 4.50 NAVD 1988 DATUM in9 k, FLOOD ZONE A E — 6-z:::"- LOT 29 V HEADER\ VACANT CURB 2' CONCR MANGROVE SWAMP SCALE SITE PLAN 4! BRICK,, - WALK . 65 1_� i :ANT N 1111208.06 4! rusnc CE 9 E 896557.53 LB FND J428 IRC # 6.06 SEASONAL HIGH WATER LOT 66 Z; 7;3 LINE 1.94 VACANT LOCATED ON 02/05/2019 RC NAVID OF 1988 AT ELEV 36 ?F10\_ 5.3' PAVER 10 °SE �A (�A r 0 N FND 58 IRC -y -)3 "p, 0 LB # 4286 'J) TA LOT 68 zo 132. VACANT 09 TRA6�T'0 _�l N 1111119.65 896458.51 FND J" IRC / / \ �F, B # 4286 LOT 69 VACANT 0� AE—� FLOOD ZONE ;A 7, FLORIDA STATE PLANE COOR \ \ NAD % US SURVEY FEET (TYP) N 1111037.460 \E 896635.454 FIND IR, LB # 4286 bq1�-- IbN 0,0) L 16 ml NOT SITE PLAN 15 FOR LAYOUT PURP05ES ONLY. COORDINATE WITH SURVEY PLAN FOR ACTUAL DIMENSIONS IF ANY DISCREPANCIES NOTIFY ANNAM CORPORATION. AAL 4 1 mk. 7 7 llw�vwl LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION BEING ALL OF LOT 67, 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. ISID f of, 5012 WATERSONG WAY, FORT PIERCE, FL 34949, �qvO pv xiak� GOOF VG` ac— Z z 0 ro oW 0 0 3lip U) CIO X ly 0 ;io 0 D c4m u V, Ho C4 10 to _j 0, E U) 0 w z V; z N Ill L. z 0 u D 00 0 Z wz z 0 u 0 00 r E r V, N, L-Li cn C) C) V�l Sheet No: U I. of --sheets c ill 10 I 11 12 13 I 14 15 1 1 6 A 6 tlR`t •. t`u-n , . % _ ..,::e��:ke&. r � .c5'"5 ef'x � .'. .�'e: . , tia.a:^..'�Y".r ,<;:.� ;::: I d 1 15 11 N I BEARING WA 6" CONCRETE e> "'I PILE DOWEL r;1 F� �w K'tl f 1�3 ,r c I Ti KK - a H (3) *S TOP 0'-0" FINFLOOR SLA 04 ®iz" EW. 03e12"UN.0. (3) "5 BOTTOM 5D 14" AUGERCAST PILING L1 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD 04 ®12" x6'-O" a 1811 O.C. TRANSPET "---' OVER INTI GRADE E "4e 12' EA .WA 6' CONCRETE: G1 N.T.S. ) "5 TOP '3) 05 BOTTOM PILE DOWEL AUGERCAST PILING GRADE BEAM 3 . . . "Z" BAR TYPICAL "1 PILE DOWEL q FLR SLAB S.^l�`�rLF'fi71s� 6" CONCRETE SLAB (3) •eo TOP 04 a12" x4'-011 0 12" O.C. SO DEGREE HOOK "3 e 12" STIRRUP UN.O. 1 112" MIN. COVER (3J "6 BOTTOM +'T PILE DOWEL 48" E SRED 14" AUGERCAST PILING �1211 L5 GRADE BEAM DETAIL 1.£13 GRkDE BEAM 2 N.T.S. AT ELEVATOR PAD & HOT WATER HEATER ; NLT.S. ^ AUGERCAST PILE - 14' DIA x 25 FEET LONG TYPICAL ... _. G; fRH D E 5 E A�l & C H E p u L E W! • T x 20' (EXTEND 151' INTO GRADE BEAM.) AND 4-5 BARS W/ 03 HOOPS m 10" O.C. FROM PILF REINFORING DETAIL CUT OFF TO 15' FEET BELOW SURFACE. 8" CONCRETE MARK 51ZE(WxD) BOT TOP MIDLE "3 TIES DESCRIPTION No. " I, CONC.OR MASONRY DESIGN CAPACITY - 30 TONS. ALL SHALL BE (2) 4 BLOCK WALL COLUMN IN ACCORDANCE WITH A.C.I. 545-84 (FL.F'ERIMETER) MATCHING DOWELS G5-1 24" x 30" (4) 01 (4) "-I (2) 05 6" O/C TYP. EXT. WALL G13 IV 8 BAR PIA. MIN 04 616" x4'-O" a 12" O.G. p IL GRAD �I W/STD. HOOKS 24" x 24" (4) % (4) % (2) "5 8" O/C - L13 SO DEGREE HOOK " ,- F It (l) "6 TOPE CH WAY GB-2 (3) 1 TOP t I� W/ 18' HOOKS 7YPENTIRE # PERIMETER (2) 05 MIDDLE i it f GB_3 18" x IB" (3) "5 (3) "5 18" O/C GARAGE 6" STEP GI 18"x24" 8 O/C STOP SLAB h FL I 1 EACH WAY 7 =Ij (v "6 so ' BEAM AT • . 1 . �• o W/ IS HO S GB-4 (3) "5 C3) "5 C2) "5 LI " 03 @ 10" UN.O. w 4e12 # .I- BEAM AT EA WAY n 1 1'/2" MIN. COVER 4 -X I G5-5 24"XI8" (3) w1 (3) M1 (2) 01 6 O/C STOP SLAB LI 6' CONCRETE SLAB w - PC-1 36"x80"xZ0" (4)% AT LONG WAY PILE CAP NOOK G4 (EXCEPT GARAGE) v (8)% AT. SHORT WAY _ _ BAR AT EACH END "1 PILE DO EWEL 0PAD p EDGE RE15AR D DREBAR " (ro)"5 EACH WAY _ _ PILE CAP HOOK G4 SEE FOOTING SCHEDULE PC-2 48 x48 x20 TOP AND 5OTTOM. BAR AT EACH END SIMILAR BARS ALWAYS (3) " BOTTOM REMAINSPACE OTHERS E&UALLY -3 36"x72"x20" (4Y6 AT LONG WAY PILE CAP HOOK G4 14" AUGERCAST 9„ 9„ PILING PC ea EQ ("U"6 AT. SHORT WAY — — BAR AT EACH END SIMILAR 48" SEE D PC-4 36"x150"x20' (6)% LONG WAY _ _ 2 LAYERS TOP G4 14 1 (14)% SHORT WAY AND BOTTOM 51MILAR Ig PC-5 60" x60"x20(-I)% EACH WAY _ _ 2 LAYERS TOP G4 TOP AND BOTTOM. AND BOTTOM SIMILAR G4 ISOLATED ;s If CAP G7 GRADE BEAM SCHEDULES 13�—GRADE BEAM 1 6ENERAL: AU6ERGA5T PILES ARE PLACED BY ROTATING A CON11NN10115 FLIGHT HOLLOW SHAFT AUGER INTO A PREDETERMINED PILE DEPTH. H161-1-5TRENISTH MORTAR SHALL BE PUMPED WITH SUFFICIENT PRE5501RE A5 THE AL16M 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO GAU5E THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE SURROUNDING SOIL. AHEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INX-CTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TINES DURING THE RAISIN6 OF THE AUGER 50 THAT THE H16H-5TRENOTH MORTAR HAS A D15PLAGIN6 ACTION REMOVING ANY L005E MATERIAL FROM HOLE. TH15 METHOD OF PLACEMENT SHALL 13E 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. HI6H-5TREN6TH MORTAR; THE MORTAR USED TO FILL THE HOLES 5HALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED A5 TO PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOL105 IN 5U5PEN5ION WITHOUT APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL LATERALLY PENETRATE AND FILL ANY V0105 IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTA6E OF THE PORTLAND CEMENT AT THE PILING CONTRACTORS' OPTION. THE MATERIALS 5HALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRENI6TH OF 5,000 PSI AT 28 DAY5. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES FOR EACH DAY DURINI6 A 16ERGAST PILES ARE PLACED. A SET OF CUBES SHALL CONSIST OF 2 CUBES TO BE TESTED AT ? DAYS, AND 2 CUBES TO BE TESTED AT 26 DAYS. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM GIOLI, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. PA A®4 PILING PLAN 88 9 d�BA 4 1 5 6 7 8 9 10 11 12 13 14 15 ♦O��'V lV Z >0 Z 0 1 Co N '7� o h 4x 10 o< m a- 0 9,z00y�- N_ f< 0 �0 D maLL U U M i a n o pw{ W � o 0 r1 all IL �0 h g' 8 V E3 N LU Z 0 911111,11111, WI Z p W IM L �/Z aLL p t JX U w _J �� S -0 " Zw � o0 0 �U M� Iv, 51 H h ..J G CD z s p. , lAx im _J L 1— C 1^! 5 { i 9 ca F7 O � Z C) L T J o �o W N W V� 3 U to E-� us D c Sheet No: re Q o� A of --sheets 1 I 2 I 3 16 - 1 2 3 4 FOUNDATION NOTES: I. FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT A5 SHOWN ON PLAN ON 4 MIL V154UEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL GODS. 2. CONCRETE SHALL CONFORM TO AGI 31605 AND SHALL 14AVE 4000 P51 COMPRESSIVE 57RE146TH IN 2& DAYS. MAXIMUM SLUMP 5'. 3. REINFORCING 5Tffi. SHALL 13E ASTM 615 6RADE 60 AND HAVE THE FOLLONNS MINIMUM CONCRETE COVER FOR 6RADE BEAMS: BOTTOM 3, TOP 2' 51DE5 TO BE 1 1/2' CLEAR. COVER FOR SLAB TO BE 3/4' MIN. 4. ALL FOOTIN66 SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. NI 5. ALL FILL TO BE CLEAN, 6RANAAR PREPARED IN ACCORDANCE NTH NOTE A--F. A, STRIP A FOOT OF EXISTING SOIL FIVE (5) F137T PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE GLEAN AND 6RANR.AR, FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. C. PAD, FOUNDATION TO 13E SUPPORTED ON PILIN6. 6. SENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN65/PAD5, LOAD BEARIN19 WALL5, 5TEEUC NCIQETE4IOOD COLUMNS, WOOD HEADER5, L CONCRETE BEAM5ME BEAMS AND HEIGHT ELEVATIONS OF EACH WITH TRU55 MAN FAGTURES R DRANN95 BEFORE THE POURINS OF CONCRETE FOOTINSSMAD5 AND SLAB. 1. COORDINATE A/C , MECHANICAL, ELECTRICAL 4 PLUMBING PLANS FOR REQUIRED OPENIN65 IN SLAB. 8. 5LEIEVVE ALL PLUMBING PENETRATIONS. q. 5EE ATTACHED AUGER CAST PILE SPECIFICATION a s; ar a �n CUP; M - �1 I B 5 0 MATERIALS: AJ PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS 55-UI92 OR CURRBNT A5TM STANDARDS, M16NATION 6150. BJ MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 5ILIGEOUS MATERIAL WHICH P05SE55E5 THE PROPERTY OF COMBININS THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. G) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND P055E551N5 CHARACTERI5TIGS W41GH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5515T IN THE DI5PER5AL OF CEMENT (5RAIN5, AND NEUTRALIZE THE 5HRINKA6E OF THE H16H-5TRENSTH CEMENT MORTAR (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE 5PEGIFIGATION5). OTHER COMMERGIALLY AVAILABLE ADMIXE5 SHALL SNOW PRIOR TE5T RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEWAGE, OIL, ACID ALKALI, 5ALT5 OR ORGANIC MATTER. E) FINE A66RE6ATE: SAND SHALL MEET THE REGA)IREMENT5 OF CURRENT A5TM STANDARDS, OM16NATION C33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTIGLE5 AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, U1MP5, SOFT OR FLAKY PARTICLES SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WA5HIN6 METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINE5, AND THE SAND SHALL SUBSEGLeMY 13E PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL-61RADED FROM FINE TO COARSE, WITH FINENE55 MODULUS BETWEEN 1.40 AND 3.40. THE FINENE55 MODULU5 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMAATIVE PERCENTAGES RETAINED ON US. STANDARD SIEVE NO5. 16, 30, 50 AND 100. 9 10 1 11 1 12 MIXING AND PUMPING OF 1­116H-STRENGTH CEMENT MORTAR: ONLY APPROVED PUMPIN6, CONTINUOUS MIXIN6 AND A6ITATIN6 EQUIPMENT 5HAL_ BE USED IN THE PREPARATION AND HANDLINS OF THE MORTAR ALL OIL OR OTHER RL15T INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMP5. IF READY MIX MORTAR 15 USED, AN A6ITATIN195TORA6E TANK OF SUFFICIENT 51ZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR HUMP TO I145URE A HOMOGENEOUS MIX AND CONTINUITY IN THE PUMPINS OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOM106ENEOU5 MORTAR OF THE DESIRED CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A P051TIVE D15PLAGEMENT PISTON TYPE PUMP CAPABLE OF DEVELOPI% D15PLAGIN5 PR1555URE5 AT THE HUMP UP TO 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AU6URE0 HOLE. LOCATION OF PILES: WHEN IN GLU5TER5 OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. SINGLE PILE5 SHALL BE INSTALLED WITHIN 1 -1/2 INCHES OF DE-516N LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILE5 SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID 5TATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA RE671STERE12 LAND SURVEYOR PILES SHALL BE LOCATED ON THE RECORD DRANN65 HORIZONTALLY AND VERTICALLY FROM THE COLUMN CENTERLINES. SUBMIT THE RECORD DRAWIN66 TO THE ARCHITECT FOR APPROVAL. OBSTRUCTIONS: SHOULD ANY 055TRUUGTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED 1441C4 SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR SHAD- CANE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL 13E COMPLETED IN ACCORDANCE WITH PARA6RAPH I, AND TH15 SHORT PILE ADDED TO THE UNIT LENSTH5 FOR PAYMENT. IF REQUIRED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN AGGORDANGE WITH THE BID BASIS FOR ADDITIONAL FOOTA6E. REFUSAL SHALL BE DEFINED A5 THE DEPTH WERE THE PENETRATION OF THE STANDARD AU6URIN5 EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE u REINFORCED MASONRY O 8"x16" POURED CONC. COL. w/ 1-05 m VERT. COL. w/4-% 0 CONT. FILL w/ 3000 F51 CONC. W/ 03 HOOP a 1211 O.G. O 2 REINFORCED MASONRY O " COL. w/ 2-+6 m VERT. 8 x12" POURED CONC. FILL w/ 3000 PSI CONC. COL, w/4-% 4 CONT. 12"Aro" POURED cONc. w/ 03 HOOP e 1211 O.C. ■ COL. w/ 5-05 m VERT. w/ 43 TIES . 8° O.C. �, ® 6"x 6" WOOD POST 3112"x31i2"xli4" T.S. COL. W/ 14" MI5 4, RREBAR THRU O ■ FILL w/ 3000 PSI GONG. THE POST EACH WAY WITH WOOD WRAP I n 1 n 1 x I I I 1 a I n I u 41 9'-8" V-10" 2'-8" 9 3 -4" L V-4" L 3-4 3-4 L 2-6 L 4 -5" 4'-8' S -3' 1-0 T -S I -0 4-8 C3 TYP. CI TYP. .. / 01 " ..' I Ca T7` `1 7 I ( A" 2' 10" nt D A-1 I 1/4 01=1 —OPP 4-2 3- 3-4 3.4 3-4 3 I 611 THICK GONG. SLAB w/"5 BARS ? — I 012" G. O.EACH WAY ON 6 MIL VAPOR CI O7YP 1 `A ^ I BARRIER OVER TERMITE ELEV. 0'-01, ■ ■ . ■ >♦ R. ■ ■ ■ ; TREATED WELL COMPACTED FILL O NAVD 5' 8a 24x.0° A: v r � 6" 0 1 p 3 4 I II -4 21. —6" LE . ■ M ELEV. 0'-O" S" 3' 4" 5'-W 13''6x 31 0x 5' Ilx 21_pn J y.4" 8" 3' 4" 3' u a� T" THICK CONC. SLAB w/ 105 BARS C3 TYP, 610" O.C. EACH WAY ON 6 MIL VAPOR BARRIER OVER TERMITE `':, I ■ TREATED WELL COMPACTED FILL r — —1 _ _ 12° HWH PAD r ..: + I I I II U �� xI II II IE �r GI P. O TY fl FEE. _-roll-rollr ti 1/ �S I ; > II I OR 15NAVD ..--.PILL. .._ .... .- _ .. ,. — _.. . .-.. �. � : " _ .. .... .:... ....:.'...-. .. �. ..:� .:;. ..,. ...�..�. -_ AC PAD CI TYP. FF.E. -6" R O15 NAVO 8° 141_8n 3141 3, 4° 3' 4" 3' 4" 3'-4" I'-2" 4'-2" 2' 9" 31_Ix 21_3a 31_41 31_411 31_4n 3t4u 3' 4" 3' 4" 3''4' 3' 4" FIRST FLOOR SLAB PLAN 2 3 4 5 NOTES ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPACING 6 7 8 9 10 11 I 12 PILE CAPACITY: THE DE516N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. PILE TOPS: WERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL 5LEEVE-5 OR GASINS OF THE PROPER DIAMETER AND AT LEAST 16 INCHES IN LENGTH SHALL 13E PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL 5LEEVE5 OF ADDITIONAL L.ENISTH). AUGURING EQUIPMENT: THE HOLE THROUGH WHICH THE HIGH -STRENGTH MORTAR 15 PUMPED DURINS THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE CUTTING TEETH. THE AUGER FLIC*MN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HTIN5 SHALL NOT EXCEED 9 INCHES. AUGERS OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AUGERCA5T PILINS LEADS SHOULD BE PREVENTED FROM ROTATING BY A STABILIZING ARM. PILE REINFORCEMENT: ALL PILE5 SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING BARS WITH #3 TIE5 0 10' C/C EXTENDING IS'-O` BELOW PILE GUT OFF ELEVATION AND 1#7 VERTIGAIL REINFORCIN6 BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE GENTERING DEVICES FOR REINFORGINS CASE AT 10'-0' 0/6 MAX. SPAGIN6. TIE BEAM HOLLOW C NCRETE MASONRY UNITS AK U43MTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRICTED OF LNREINFORCED,14OLLOU CONCRETE MASONRY UNITS (LNITS NOT TO EXCEED 8' IN THICKNESS). GRADE BEAM OR FLOOR STRUCTURE WAVE CREST VERTICAL FOUNDATION MEMBER HOLLOW CONCRETE MASONRY WITS ARE U4GROUTED BREAKAWAY WALL CONSTRUCTED OF UN INFORCED, HOLLOW CONCRETE STILLWATER ELEVATION MASONRY UNITS NNITS NOT TO EXCEED 8" IN THICKNESS). ON GRADE SEE PLAN E 14 BREAKA1, 1AY WALL SCALE: NTS. F�r�rll`L FOUNDATION NOTE5: FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL VIWVEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGI 50/65 AND SHALL HAVE 3000 P51 COMPRESSIVE � STRENGTH IN 26 DAYS. MAXIMUM SLUMP 5", 3, REINFORGINS STEEL SHALL BE A5TM 615 GRADE 60 AND NAVE THE FOLLOWIN6 MINIMUM CONCRETE COVER FOR GRADE BEA1.15: BOTTOM 3', TOP 2' SIDES TO BE 1 1/2' CLEAR COVER FOR SLAB TO BE 3/4' MIN. 4. ALL FOOTIN65 SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. ALL FILL TO BE GLEAN, 6RANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. A STRIP A FOOT OF EXISTINS SOIL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL y DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER. AFTER EXI5TINS 6ROUND REACHES MINIMUM DENSITY OF 45%, FILL SHALL BE PLACED IN TWELVE H' C 02) INCH LIFTS AND COMPACTED TO ACHIEVE APPROVED asks MODIFIED PROCTEZ BEFORE NEXT LIFT 15 ADDED. D. FILL SHALL BE GLEAN AND 6RANLAR, FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. x, VERIFICATION OF TEST FOR MODIFIED PROCTOR AA5HO-I80 SHALL 13E FILED NTH BUILDING E. OFFICIAL. 6. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTINSS/PADS, LOAD BEARINS WALLS, STEEUCONGRETEMIDOD COLUMNS, WOOD HEADERS, CONCRETE BEAM5/TIE BEAMS AND HE16 4T ELEVATIONS OF EACH WITH TRUSS MANUFACTURERS DRAWINGS BEFORE THE POURING OF CONCRETE FOOTIN65/PADS AND SLAB. COORDINATE A/G , MECHANICAL, ELEGTRjOAL E PLUMBING PLANS FOR REQUIRED OPENINGS IN 1! 1. SLAB. r; 8. SLEEVE ALL PLUMBING PENETRATIONS. 9. SEE ATTACHED AUGER GAST PILE SPECIFICATION I 13 1 14 15 (',9 .,(,'0 le0` z _ 0 7® L W m r I r N 0 M o N x b� 0 Dm a �=1 u V i O� m ■IN) - ro 0 J a° P �/ h U O = to h _. Lu �Z IL1 Z In U N� QLL �Ir` S _ na ,Y Z0 QZ U C) C ° *4 s $ m c 6 Ej i S 0 t� 1 <% Z o U O LLJ� a V 1 _ _ z o N C) 3 b N C? D ¢ Sheet //��No; n of --sheets C A 1 ; > 4 J " F wi (2R. +TR = 24 TO 25) 1.2" + 1.2" + 10" = 24.4" HEADER OR 2x TREADS 00 GIRDER TRUSS i ZE NAILED AND Ru / .......... ...... SET IN MASTIC I3 I " IN. FLOOR /� 2xi2 STRINGER K F� (J J-1 N.T.S. �— P.T. 2x4 BOT. PLATE OR APPV'D EQUAL. TYPICAL STAIF 1.TAIL NOTES: HANDRAIL SHALL BE DESIGNED 4 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 HEIC-iHT 42" MINIMUM z O4 4 m u- -t A 00 C U- 2x6 A,I LLAG 2x2 P REJEc (VERI 1/4" t LAG rAIR 7 iUARD TOP 'ERSUNK V6 (I EA. PICKET) SPACED'TO DIA. BALL. DWNER FOR STYLE) SUNK N EA. PICKET) STA I R SAFEeUAfRD DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST TYPICAL INTERIOR STAIR & RAIL DETAILS A —1 1/4 1 ♦—Orr 1 2 l FI R S T LIB EL WALL k p�p WALL TYPES ONE LAYER OF 1/2- GYPSUM BOARD ON BOTH 11� �SIDES 1 : METAL STUDS@ D.C. 1• 2 x 4 SIUDS. O.C. ONE LAYER / : BOARD 1 ihl►liiti�iitititi�Zl�gili BOTH 1 1 .1• R R. O.C. INSULATION. ONE HOUR RATED PER B EDITION 11 1• WALL SIZE) STUCCO 1 : CDX PLYWOOD SHEATHING 1 it?11iAiiAijAi+�ijii►�ii�i • O• : • BOARD 1INTERIOR ♦ STUDS C ♦ O.C.INSULATION. NOTE:1 GYP. :1 0 INSIDEOF CHIMNEY Im 1 I ;1,•I I ai.°i!i`i.i°i_INTERIOR : : STUCCO ON EXTERIOR OF i m5/8' STUCCO ON 8' CONCRETE BLOCK. • BOARD PAVTITIONS NTH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO NOT FILLED CELL COLUMN MAX. 32" SPACING 14 ti•4tif r c 3' L l��a•y OHM I I '•8 1p I I� ow $ 11WASWR 14 c r•�� °' KITCHEN „, sMc c 3' LAUNDRY 1. I 3 ui i l Aw. 3' BATH 3 CABANA 5ATH \ �.,qp� ' \ T 16 HYDROVENTING CALCULATION: LAY. ��\ �If'uuCSI C54IH K . i 4 CO. PER FEMA : 161' GRLAND FLOOR AREA WILL REQUIRED: TOTAL 510 5F : 510 SQ NCHES r PROVIDE ISQ. INCHE OF VENT o C 4' \ PROVIDED: 16"x8"=128 04 - 512 SQ INCHES ■ �q, (SMART VENTS MODEL 16W520) 3' POWDER E 13 PLUMBING RISER DIAGRAM y, P p" 4`41 ■ _______________ 1 z r MISC. NOTES: I 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. I I= 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED I 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 1 mll I II I I I■ ■ i'W. 8H. HYDROVENi � d5OVE FLOOR LEVEL 4. ALL BATHROOM FLOORS 4 BASES $HALL BE IMPREVIOUS MATERIALS (TYPICAL ® 4) 5. ALL FIX GLASS SHALL BE 1/4" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE P/4"THICK WITH 2x4 SOLID RABBETED JAMB, OR A G-LABEL METAL DOOR AND — JAMB. DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (OAZ mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 2010. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 4, 10. CEILINGS ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BI"?, 2 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302.E OF FLORIDA RESIDENTIAL CODE 2010 EDITION, 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C_ R-1023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-102.4 14. WEATHERING AND TERMITE AREA. 15. FLAME SPREAD" AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302,S FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.1 SOFT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS A AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. �O A14 I GENERAL NOTES Z • — 0 PA �" �II �4a w maog im N o o :561 0 06 m„ a- 0 ;j- 0 � j � 0 U U V$� m a oW w •L' Z too Z Z M w H? F J V) �Z �0 sN 5' a 1 n m $ I L W N A AV IY= � N N aP K f.:. P OR E 7 r�i M u I.m -' � -- p + Z< Op,',' 0�� 0 7 7 IH Cl-) G 0 s� O .. .° �4 I 9,01 jraM. E Sheet No: 0 of --sheets C 3 4 5 6 7 8 9 10 11 12 1: 14 15 16 a C, H A A-1 1/4 111=11-011i 4 ED] 9 Ni 41-811 ---------------------- - ----- - -- - ------ - ---- - -------------- - — ----------------- MJLLI I I I I I I 110101 111 IIEIIIIII 111101111111 - - - - - - - - - - - - - - - - - - - - - 0 REJECT A 4" SPHERE TYP. KITCHEN T BATH 4 1 42" HAND RAIL TO PIN SM 121-0" CLG 12'-611 GLG 1 1 O� N I � O ■■ ■ 24M ---------------- ------------------ FOLLIM—ER F t 5ALCONY GOVEREP 42'� HAND RAIL TO REJECT A 4" J-V L Y-0" 2--b" L 2--bol" I ----- — I I ----------- J L -- — ---- — -------- JI IL ------------------ 4 ID I SPHERE TYP. -_ - Mimi 1111111 -------- m ------------------- I I --------------------- ----------------- m_ 1'.411 3,-2" 31-81 L --------- - -- - ---- - - - -------------- addEAN F,001�1 I 1 1 1 1 1 ALLWAY' I I L----------------- - --- - --------------- I I I i PR 26W PKT ai 1------------------ ------------------ --- - - - -------- ---- — ------------- I r -- — ------------- -------- — ------ (2) 2WO Efl V TR6M II OFFICE BED RM 4 Lail 26'-bu 4-1. 1 10-41 4"r _4 H -- - ---------- m m 77re I�=111 ME Jlmlh�mll III 111 1110 0 1 l I I I■II FOR ACTUAL OPENING VERIFY W/ tpTizi .11-411 51.01, 4'-011 4'-41/2" 26'41/2' NOTE FILLED CELL COLUMN MAX. 32" SPACING S E C U"-'N D LEVEL 77 THIRD LEVEL 2 1 3 1 4 1 5 1 6 m 14 15 WALL TYPES ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" METAL STUDS 0 24- O.C. OR 2 x 4 STUDS @ 24" O.C. AT BEARING WALLS. Il4 ONE LAYER OF 5/8" TYPE 'X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 lw� GATT. INSULATION. ONE HOUR RATED PER F.B.C... EDITION 2001 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR Sc 1/2' GYPSUM BOARD ON INTERIOR OF 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BID @ INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8' STUCCO ON EXTERIOR OF 8' CONCRETE BLOCK. < 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wl" MISC. NOTES: 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THIC< (U.N.O.) a. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID GORE 13/4" THICK WITH 2x4 SOLID RAMETED JAM5, OR A C-LABEL METAL DOOR AND JAMB, DOORS TO HAVE SELF CLOSERS. 1. DUCT PENETRATION, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF: AMIINIM NO. 26 GAUGE (0.46 mm) SHEET STEEL OR OTHER A"ovED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE WNPQD NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 51 SQFT. IN AREA W1 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 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. G14 GENERAL NO. 8 9 10 11 12 1 14 15 16 '10t Z 0 0 z A� < r! N 0 w 0 N5 f x 0 j NS u U. 9 0 ga L M W) m 60 w cd K 0, E in W Lu z z W z 10 0 0 viZ u LLQj < 0 V) Z uj Z Z 0 u O:E 00 < n G u� 8 E C) C) O cc w D Sheet No A of --sheets 1 2 3 N A NEOPRENE WIP/RIDGE CLOSURE SEALANT COVER FASTNER BATTEN CLOSURE WATERPROOF STANDING SEAM MEMBRANE ALUMN_ ROOFING M - PLYWOOD SEE 'S' DW -kS L JK L-1 HIP / RIDGE COVER ELEVATION MATERIAL5 KEYNOTE SYMBOL DESCRIPTION O ALUMINIUM ROOF 0 EXTERIOR WALLS W/ SMOOTH STUCCO 12" SQUARE COLUMNS RAISED STUCCO BAND 4 SURROUND Q DECORATE SILL 4 HEADER ALUMINIUM LOUVER 0 DECORATIVE SHUTTER S> DECORATIVE CONC. SIDWi LOOK H G F %" y, Ippp�.�.^ ON L. 3. 11 RITB mEETAALL OVER T VV 00'001 0TTTF L. W/ 2" STAPLES (MIN P/4" TRUSS AT EVERY R15 9 (SEE F.R.C. 2WI I (TYPICAL FOR L� 7 STANDING SEAM ALUMN_ ROOFING 26 GA. GALV. METAL VALLEY FLASH NG u1 FA STNER AT 12" O.C. STANDINGS AM z ALUMN.. ROCFING 3: 4 3/4" CDX PLYWOOD SHEATHING 8 STUCCO 26 GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR 5LOCK CONSTRUCTION SEALANT ALUMN. 11L" FLASHING NEOPRENE SPACER iROOF CLIP STANDING Rs SEAM ALUMN_ ROOFING 10 11 12 ATTACH RAILNG FLANGE TO HOUSE L-4 VALLEY DETAIL L-7 FLASHING DETAIL L-10 N.T.S. N.T.S. I N.T.S. .O BAND W/(2) 5/16"xi 1/211TAPCON5 211x2" ALUM.TOP. BOTTOM 4 VERTICAL I (VERT. 9 45" O/C MA)< 3/411x3/4" INTERME VERT. a 411 1/2 O/C 4' FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR I I Id A 1C A/ u.. I I tour Aa/`l1wIC PAILS DIATE 13 RAIL ATTACHMENT NOTE: VERIFY W/ OWNER FOR RAILING STYLE 14 -b. 15 9 I-4 EXTERIOR TRIM PROFILES z • I 0 Z to 1WJj pN N �7 0 ..j}} o a 031 �0 �m�4 N� uU M a c Q � fz a \ A L 3 O� m cn o NN N � N a K E P , a N •j WM <LL �z �u x m o_ ; U , Q O u °o ro a �3 FEZ @N Ila02F 0 s LiJ E c s � Q O 44 -R, \ _— n � U LLJ a` C) W v� C) Q V) U 3 to g 4ss'xI Q (n Sheet No: 0 4 A-1 REAR EVATION s 1/4"=1$-0" sa I 1 2 3 4 r � 7 8 � 9 FRONT ELEVATION 11 1 12 1 13 1 14 1 15 1 16 k' of --sheets Li 1 2 3 l ELEVATION MATERIA75 KEYNOTE SYMBOL DESCRIPTION N O ALUMINIUM ROOF is O2 EXTERIOR WALLS W1 SMOOTH STUCCO 30 12" SQUAB COLUMNS ® RAISED STUCCO BAND 4 SURROUND 0 DECORATE SILL 4 HEADER ALUMINIUM LOUVER M <3> DECORATIVE SHUTTER DECORATIVE GONG. SIDING LOOK kg" STUCCO ON SELF-FU V RIB METAL LATH ON OVER THE BOTTOM OF 1 W{ 2" STAPLES (MIN. 1114" TRUSS AT EVERY Rib (SEE F.R.G. 2011 SEC. Kli (TYPICAL FOR ALL WH A;, - A-1 LEFT El EVATION H -- 1/4"=1'-0" 1 2 3 4 5 6 7 15 14 15 1 16 I MEAN ROOF HEIGHT ® +42'-S" NAVD TOP OF 3rd FLOOR c +33'-4" NAVD M /lk 2nd LEVEL CLG. LINT= w +31'-4" NAVD 0 TOF' OF 2nd FLOOR I ® +19'-4" NAvD 5M. OF FLOOR ® +11P-4" NAvo v o� TOP OF GROUND FLOOR a +8'-0" NAVD ry TOP OF GARAGE * +W-5" NAVD AND SLOPE 2" A FRONT `o �J� God Go Z 0 0 Z _0 W N�pm 0 s� l O c4O pX Ij �0 500. U U M _. Fi a C� V N w a m L m N n W m � J •a- M �1 v�o o �. J d to I! • O. f\ aLu �W y � I N w z" J n M n w J viZ 4 Qa �< J S w `I m O O Z Z n �0 ,0 ro 0 U rcn 4� z ' a� ss LLJ Eel fi Ao w 0 rn r 1 0 Z o � U COLAJ ' A J N o o cn F- 3 CO �m I) 4 za Sheet No: s'.0 of Bets " 4 5 6 7 8 9 10 11 12 13 14 15 16 �Y Yry A-1 RIGHT ELEVATIGI 1 2 7 4 5 6 7 8 9 10 11 12 13 14 15 1F Z • 0 Z ry Fria o N b 0 Ol�� a 0 4,;� NmQ O IL �O D U U M IL o k \ n n `1 m J t rye Itia � P y P a W u1 .� Z Mw 0m i J rYi Z M W M yZ aLL r D O m V 0 dZ 1�0 $Q ■U 'a I u Iasi < n ma 's W s ygz �6f w E`S Flkl owl]4 U Lw U � 4W� d W En o C C> Sheet No:, p Q�o� iq4 n of aheets f� 10 1 1 4lm� z�MWLWWW"WmM ii 4'(1 16, < *_0 • AP xnl� 'K Cp 0 �Je< ri p �Ge ®GG SECTION 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Z * 0 z N� Fn0 LU K"S 0 -M a. 0 Rz Q z 0 V) D eo (L m u U Sheet No: of --sheets I J IlI I F if C I n 1 I 2 I 3 ( 4 5 6 7 8 9 10 ROOFING MANUFACTURE PRODUCT APPROVAL ALUM. STANDING SEAM. PETER50N ALUMINIUM EDGE - LOC 1"6S' FL-11810.1 ROOF UNDER LAYMENT. OVEN CORNING WEATHERLOCK + METAL FL 9111.1 MK SIZE/ MODEL LOCATION 2880FRENC4 CABANA 12080 SLDG GS DR FLEX ROOM �3 PR 3660 FRENCH ENTRY DR P) ® 160100 SLDG GS DR LIVW, ROOM ❑5 (2)2880 FRENCH WITH TRANSOM BED ROOM © WOO SLDG GS DR BEDRM F-11 Ib'-0"x8'-0" OH. GARAGE COUNT MANUFACTURE GLASS I DE51GN PRODUCT PRESSURE APPCVAL EXT. STUCCO CONCRETE BLOCK SOLID GROUT 1/2" CIA EXPANSION BOLTS T' AT 16" O.0 6" EMS. TREATED 2x6 NAILER 12 DOOR RECESS DOOR STOP G ANDERSEN IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY GUINd'$ QUALITY GLASS E MIRROR ATTACHMENT 1 (1/4" TAPCONS) "T - - DOOR - SEE SCHEDULE DOOR TRACK BY DOOR MFR DOHOi-m2 D WINDOOR 3/16" IMPACT q O ANDERSEN IMPACT ATTAC aMENT 1 (1/4" TAPGONS) D WINDOOR 3A(o" IMPACT © ANDERSEN 3/16" IMPACT L —10 GARAGE DOOR JAMB D WINDOOR 3/16" IMPACT ATTACHMENT 2 (1/2" EXP. BOLTS) B DAB 50b / -551 FL-153 it-R3 ATTACHMENT 3 (1/4" TAPCONS) N.T.S. I MK SIZE/ MODEL LOCATION COUNT MANUFA w AD C25 ELEVATOR FOYER O ANDERSEN B CIA CXI5-3LLR FLEX RM O z � C CXI5-/AN281 L/5 MAIN FOYER 02 O p p CX15-3R/S OCEAN RM 0 WITH TRANSOM E CXI5-3R/S DINNING O WITH TRANSOM F CXI5-2LR CFFICE WITH TRANSOM m O CNI45/FF L/S KITCHEN O WIT4 TRANSOM z � H CXI5 R W/ TRANSOM ABv BED 4, BATHRM 4, WIC. 0 p GW15 W lO J P40hO S MASTER BATH O K C15 L MASTER BED <BED RM 2 LD CI5 R LAUNDRY, FOYER ELV, BATH 3 O AND BEDROOM 3 O CN14 L BATH RM 2 O N CN14 R MASTER WC. O /p CWI3 R MASTER SHOWER O c r) CXib R BED RM 2 in NOTE: (") EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN M" ILI 14 T GLASS DESIGN PRESSURE PRODUCT APPOVAL ATTACHMENT IMPACT SEE PRODUCT AND SHOP G1kd4'S QUALITY APPROVAL DRAWINGS BY GLASS d MIRROR FL-124%.I ATTACHMENT 3 (1/4" TAPCONS) IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT IMPACT MPACT TEMP. GLASS NOTES: I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNMG PRIOR TO CONSTRUCTION 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL INFORMATICN ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION A-4 EXTERIOR OPENING SCHEDULE 1 /4"=1'-0" 1 2 3 4 5 6 7 8 F01 13 14 15 16 ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2xb PT. BUCK ATTATCHED WITH 2x6 PT. BUCK ATTATGHED 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 SREW ATTACHED DOORS WITH 2"' 2 BREW DIRECT TO BUCK AT 6" FROM COMER DIRECT TO BUCK AT b" 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 Ix8 PT- BUCK ATTATGHED WITH 1/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONC. s 16" O.G. b" EMBEDMENT ATTACHED DOORS WITH 2" M2 SREW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT ell FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. 3-3l4" 3-3/4" -- I"xP.TFURRING 4, A v • j ! 5/B" GYPSUM BOARD ON FOIL BACKED ! INSULATION CONCRETE MASONRY UNI `' .4 . L-14 OPENING N.T.S. NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. MARBLE STOOL SE IN GROUT BED CONT. SEALANT _ ATTACHMENT ANDERSEN CASEMENT WINDOW 1/4" SHIM SPACE CONT. SEALANT STUCCO FINISH . •:.. < ___. v - <if 2"x P.TA0000 BUCK 2' x P.T.WOOD BUCK ' CONT. SEALANT CORDER BEAD 5/6" GYPSUM BOA `A ON Ix P.T. FURRING A 2i 1" RAISED STUCCO - VAR $ '3=9/4-1 } . BAND REINFORCED WITH 5/B" GYPSUM BOARD ANDERSEN GALVMETAL LATH CASEMENT wINPOW CONT. SEALANT • • - . I„ 1/4" SHIM SPACE R-42 FOIL BACKE - v. CONCRETE SILL CAP INSULATION A A • ;. ° G-10 CASEMENT WDW, HEAD G-14 CASEMENT WDW. SILL N.T.S. N.T.S. AT CONCRETE WALL Vt" GYPSUM BOARD ON FOIL BACKE INSULATION ANDERSEN FIXED GLASS SYSTEM I"xP.TFUR2ING CONT. SEALANf� I/4" SHIM SPACE MARBLE STOOL SET - CORNER BEAD IN GROUT BED CONTLEALANT ANP15ACKER Stall GYPSUM BOARD 2"x P.TJWOD BUCK CCNT, SEALANT CONT. SEALANT - 2"xP.TJ000D '7 I/4" SHIM SPACE A' • • A (. 5LOCKINS m cn . A ANDERSEN CASEMENT WINDOW 1/2 GYPSlJM e POURED WIRE BILL BOARD ON VXPT �. FURRING - CONT. SEALANT '4 A 9T000O FINISH R42 FOIL BACKE INSJLATICN -' v • : 2" _t f,•• CONCRETE MASONRY UNIT STUCCO FINISH A D-10 FRENCH DOOR JAMB D-14 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR 3-3/4" 3-3/4" M-SLAG DOOR SIMILAR : — 1°xP.iJilRRIWa d DOOR BEE W GYPSUM BOARD SCHEDULE ON FOIL BACKED t IN61LATION CONCRETE MASON LINl - INISH- 8EE ULE �AHOLD STUCCO FINISH — SEALANT 2N PTAICOD BUCK CONT. SEALANT-- CORNER BEAD ANDERSEN IRE" GYPSLM BOARD a p • .O.n OR EQUAL DOOR CONT. SEALANT 1/4° SHIM SPACE va" �O FILLER BBIBLEa� FILLER NYY CONCRE-M SLAB • A-10 FRENCH DOOR SILL A-14 FRENCH DOOR HEAD N.T.S. N.T.S. 10 11 12 13 14 15 16 z Z w �(Zj ..� gm� 0 a �- 0 4Nf D NmIL No 6 �0 U U M HI 0 N m pp p r3 J N Sf. d s N m J . a) K P g{p P O V) W W Nit Z to .�, z " ~ V r yZ y M aLL Gig =w D 0 O 0 �Z wQ za D �u 0 rD0 N F Cn I < o a4F G o $l U C:) `b OQ oIf, i 5 If Drawn by. MOH HVN Project No. Cadd Pile NO.: Sheet No: of --sheets IF r 1 2 �I t2" TOPPING (BY G.C.) T"rye SECONDARY POUR (BY G.C.) �] #4 BAR CAST IN BEAM AT 6" U.S. !J 4'-0- O.C., #3 BAR CONT. , I` AND #4 x 1 -6" LG BAR Ii : •• 3 1. 2"t 3/4" BRG. ,1 GROUTED IN CORE,ONE 7 PER PLANK.(BY G.C.) F+ qq qq 8" MASONRY WALL BEYOND R R W/REINF. (BY G.C.) fj 1 5EGTION r7 SCALE: 3/4- 0" A� TOPPING P SECONDARY POUR sPy' l (BY G.C.) #4 BAR CAST IN TOPPI4 TI.LAP U.S. -O" O.C.; AND6" #3 BAR CONTINUOUS.(BY G.C.) IES NRY WALL (BY G.C.) t� 2 SEGTION _ SCALE: 3/4" = 1�-0" w a ky 1 �- -4 BAR CCNT. 11 G 32" TOPPING (BY G.C.) , f •'t e ` 8" U.S. 6" U.S. 4 3 1 2"f 3/4" BRG. LAP VARIES ' CAS: BU ®EAM Wn 04 CONC. BEAM ' .• BAR CONT. IN 4" SECTION W/REINF. (BY GC.) �'• : , S -CM CAST IN BEAM AT . 4.C., t4 BAR CONT. AND #4 x 1 -8" LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) SEGTION SCALE: 3/4- 1r-0" GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING t2" TOPPING (BY G.C.) .. �\V (BY G.C.) LAP VARIES) U.S. 'S 3. 1 2"t 3 4' STEP DOWN BEAM 4" (BY G.C.) 4 5EGTION SCALE: 3/4" = i'-O" •T t2" TOPPING (BY G.C.) r` SECONDARY POUR r€ (BY G.C.) { #4 BAR CAST IN BEAM AT r138"�:MASONRY 8„3/$" BRG. 4'-0' O.C., �j3 BAR CONT. AND #4 x 1 -6" LG BAR �1 GROUTED IN CORE, ONE PER PLANK. (BY G.C.Ell ) l �13 C.a. (BY G.C.) 1 s SEGTION SCALE: 3/4" 1'-0" r� r t2" TOPPING (BY c.c.) SECONDARY POUR (BY G.C.) OO #4 BAR CAST IN TOPPING a'-0" O.C., AND i 8" U.S. I, #3 BAR CONTINUOUS. _ 1 (BY G.C.).5' • LAP VARIES I al 8" MASONRY WALL W/REINF. (G.C.) f 1+ 5EGTION - SCALE: 3/4" = 1'-O" 1 r GROUTING BUTT JOINTS (BY G.C.) 32" TOPPING ti" GYPCRETE (BY G.C.) n (BY G.C.) . 00•1 00 y 8" U.S.J .: \ `8" U.S. J a \l LAP VARIES :y : ' LAP VARIES ri1 8" MASONRY WALL p W/REINF (G.C.) 1 1` SEGTION SCALE: 374 " = i'-0" �I 1 2 J cz G-4 1/4 -1 4 5 6 THIRD LEVEL OLILOW 8 a � RIM'? L R� . � I . I FOR 1""�llsl AND ALL L TiE CONNECTIONS AND. 141"A L .fFL x S� � -- A-4 °tea—D LU EL HOLLOW mm_�.__:�.__ _ --- � I g 10 12 NOTES VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONOTRUCTION. ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED ON FIELD BY BUILDER TO AOCOMODATE THE DRAIN SLOPE AND FILED- CONDITION. 13 10 11 12 13 14 15 1 16 GROURNG BUTT JOINTS (BY G.C.) t2" TOPPING (BY G.G.) 8" U.SA • �-8" U.S. 3"t 1 2" BRG .i 3"t 1 2" BRG. #4 HOOKED BAR CAST IN 8" MASONRY WALL BEAM 0 4'-0" O.0 & AND #4 BAR HORIZONTAL IN W REINF. BY G.C.) / ( CORE, ONE PER PLANK. (BY G.C.) 8 SEGTION SCALE: 3/4" = V-0" #4 BAR CAST IN TOPPING 4 -V O.C., AND rBAR CONTINUOUS. G.C.) t2" TOPPIN (BY G.C.) POUR IN PLACE O 0.. "^8 8" U.S. i r •.°r LAP VARIES • is ce-u 'C�-11 rc—N SEGTION SCALE: 3/4- = 1--0- 4 01 T.S. 4 2 01 MID. Ib° •3 HOOPS a 810C. AND ADD 2 01 130TTOM z N Y f r GB-10 p to SEGTION t_ SCALE: NT.S. DS TABLE (CAST-CRETE) UPLIFT LATERAL LINTEL TYPE 1569 1025 8U8 1363 765 8U8 1207 592 8U8 1016 411 8U8 909 340 8U8 727 424 8L18 591 326 8U8 530 284 8U8 SCHEDULE Ii n WB WOOD BEAM ND BEAM STL = STEEL BEAM LAM = LAMINATEDWOOD BEAM BOTTOM STL. MIDDLE Sri, REMARKS #3 HOOPS 0 6" O.C. 2- # 5 - STANDARD TIE BEAM MAY POUR DOWN TO TOP OF WINDOW `ADD 2#5 s 2- # 5 #3 HOOPS 0 6" O.C. IN2 LAYERS 4- # 7 #3 HOOPS 0 6" O.C. 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. _la G5-4 12" x 30" 3- # 7 3- # 7 3- # 7 #3 HOOPS 0 12" D.C. 12"' x 24" 3- # 9 6- # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. C -b 16" x 36" 4- If 7 4•- # 7 2- # 7 #3 HOOPS 0 8" O.C. B-b 18" x•.28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" OX. CB b 16'" x 16" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. 16"x18" 3-#6 3-#6 3-#6 #3HOOPS 08"O.C. CB-B 8" x 28" 2- # 5 IN 2 LAYERS 2 # 5 #3 HOOPS 0 6" O.C. 8" x 18" 2- #6 2- # 6 #3 HOOPS 0 8" O.C. 8„ x 12„ 2- #6 2- # 6 #3 HOOPS 0 3° O.C.TO 2' 0' -- FROM EACH END II 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM C 12- 8" x 24" 2- # 7 IN2 LAYERS #3 HOOPS 0 6" O.C. C5-13 8" x 24" 2- # 5 $- # 5 2- # 5 #3 HOOPS 0 12" O.C. 8-14 8" x 16" 2- #5 2- # 6 #3 HOOPS 0 12" O.0 J o L I 8" x 8" 1- # 5 PRE -CAST LINTEL L ALL LINTELS TO BE MY CAST CRETE AND POURED SOLID W/ BLOCK AND BEAM ABOVE 14 15 �lh 0I w W00D- 0� I•0 U U M ,,.► III a o E" Ija. e m J - ,8 m � -�a 0 5 F M 6d ON I m IL10 o Q• V) Lu- W ;. Z i 9Z �v U M V' W UU k J 2 w m fw 0 „ V) La Z Z o 0 :s O h0 U: I J�' Cn 3 Z %:a O Q '< a n . � g C E- i 0 o IT � � �Z •e C�xn'@f " y U da I CD r_ LLJ CD `' z N -- C) k 14� 3 Q N SS SET 03-22-19 SET 04-10-19 J Sheet No: 0 T of --sheets F'l , 1 2 3 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE. PRODUCT N STRAP DESCRIPTION NUM5ER OF UPLIFT Lb® REMARKS AL TERALFFI ATL ERAL F. I COIN. NAILS A USP HTA20 (6) 1Od. 980# 590 660 g USP HTA20 (9) 1Od. 1480# 590 660 C USP HTA20 (10) 10d 1500# 590 660' D USP HTA20 (1) (10) 10d 1650# (ONE PLY) 590 660 p, IV 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 TRUSS TO WOOD BEARING 500 500 H USP RT24T OR RT24TF 8 16d E.E. O 1255 # ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING _ - I. USP HTT22 (32) 10d. 5370# (1) 5/8"x 12 E.B. _. — 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 tKUPLIFT 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 RDWARE SHALL BE MANLFACTURED 13Y USP L015ER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANIFACTUR R'S ECIFICATIONS NE: 2M UPS CATALOG) PRRS MAY BE USED IF STRAP SIZE, GAUGE AND 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: * of straps 20 Mark 2xl240lbs = 2450 Ibs uplift capacity 2. The uplift for each trues/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 I to 'BOO Ibs) 4. All trues to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift range from I to 1415 Ibs). 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ sengineer's approval GABLE END TRUSS (IF APPLICABLE). SEE ROOF PLAN PROVIDE 1/9" SPACING AT PANEL EDGES H APA 40120 3/4" PLYWOOD SHEATHING j °(E ROOF PPLAN)�ED-PRE�SET a •\ p - PROVIDE 2x4 BLO�K • \\ ®�"\ ALL PLYWOOP SE1+M5 BETWEEN IST (3) TRUSSES \\ NAIL SEAM w/ 10d • 4" O/C © \., LATERAL BRACING IF EACH SIDE OF SEAM \\ \ REQUIRED (SEE TYP. \� ® WALL SECTION) \ IAA SPACE AT NAILING SCHEDULE (BLOCKING DIAPHRAGM) PANEL ENDS \ I lP1 EDGE NAILING 14k1 • 4" O.C. INTERMEDIATE NAILING 10d • 4" OC. BOUNDRY NAILING tod • 4" O.C. END BLOCKING @4 CORNER NAILING 10d • 4" O.C. BEHNO FASCIA BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) OOP Qom"' 4Woi�14T+--I Ii�lCs N.Tb I 1 4I NIP END — — 4 IQ QI II 2 I i GABLE END DIRECTION Z. TRussiss OR FRAM'G. 24" Oa DIAPHRAGM MOLNORY PL YUJOCC) FLOOR/ ROOF 5LIFAR C)IAPHACaM SGNEDULE PANEL PRAM'G. TRUSS MIN. PANEL NAIL 8=ACING COMMON REMARKS 0 DiAPH a OTHER GRADE SPCG. THICKNESS BOUNDRI S PANEL EDGES NAIL ,SIZE ROOF APA RATED SV ATHNG V-0" 4"* ZONE 12 4" a ZONE 1 10d LINMOCXED DIAPHRAGM 4" a ZONE 3 4" a ZONE 243 MAX, MIN! UA0. ON PLAN APA RATED 4G GLUE. AND SCREU.ED U.N.O. ON PLAN 2 fi7 5 1 6 1 7 L�- N.T.S. LATERAL BRACE 4ro 6 TYP. WOOD TRU ES (115 MEMBERS PERMANENT WEB DIAGONAL CROSS IE}RACING 8 ( 9 ( 10 IT 15 THE RESPONSIBILITY OF THE BUILDERVVER50% EREGTINS THE TRUSSES TO INSTALL ADEQUATE BRACING TO PREVENT TOPPLING OF TRLSSE5. FOLLOW ALL APPLICABLE RECOMMENDATION5 IN TPI PUBLICATION " HIB-QI" BRAG I NO NOTES: PERMANENT 2' X 4' DIASONAL BRACING IN THE PLANE OF THE NEAREST WEB MEMBER CONNEGTION WITH (2) - 16d NAILS IN EAGH WEB IN AT LEAST (3) TRU55B AT APPROX. 46 DEFiRT ANGLE. (Pf3=: HIB-AI, Fig. 37, 36 4 ". PERMANENT BRAGIN6 IN THE PLANE OF THE STRUCTURAL BOTTOM GHORD OF THE TRUSS. CONNECT WITH (2) - 16 d NAILS IN EACH TR6% (ROOF ONLY). LATERAL 5RACE 2x4 BRACING TO BOTTOM CHORD W/ 2-16d NAILS TO THE TOP OF EACH TRUSS PERMANET BRACING IN THE PLANE OF THE WEBS THIS STATEMENT 15 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 ALLOWAE5LE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE: MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 480 LBS PARALLEL TO WALL = 360 L55 a A_-5 1/4.._V_0,. NOTES ALL MASONRY FILLED CELL 32" MAXIMUM SPACING ROOF FRA MING J � iE4 -#„sire* • W 0b,". +v..�. 0 S. W$ xt,(k40dr- OW M 13 .: m .. _ "W 00 15 16 NOTE: ALL FASTENER AND NAILING TO BE STANESS STEEL I=NEUMATIC FASTNERS - ITW RAMSET / REnM MTL STRAP TO CONC. i/4"xl-3/4" 5LOCK OR TIE E5EAM TAFPER P PER STRAP PSTRAP l>I NON BRG. WALL SILL -400 HD SERIES 5/32" DIA. SHANK I.' PLATE TO CONC. SLAB 1/8" WASHER 1524 SD 12 O C. W/HEAD W/ R AND KNEEWALLS 3" LONG LOGO STAMP METAL LATH 4 WIRE FASTNERS - PNEU-FAST CO. APPLICATION Sizr TYPE SPACING REMARK=: 16 GUAGE W/ 6" APART WIRE LATH MIN. 1 114" • 101 - 1 SIDE LAPS PENETRATION 9" APART i6 GUAGE W/ 6" APART SEE SP.B.0 SECT 3/811 R1 5 MTL. LATH MIN. 1 114" • 101 - I SIDE LAPS 35023 PENETRATION 9" APART 35,042(CXbb) METAL ROOF TILES - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS METAL ROOF HEAD 11WOPOD SCE OR V MANFLI PER LE SEC. R9053.514 W. 02 PHI -LIP- SEALENT Sr,TSALL. SPEC'S AND W53,6 } NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 316 STAINLESS STEEL r ROOF/WALL SHEATHING - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS 3/411 ROOF SHEATHING 3° x .148" ad SS, Rock - 4" v 3/4" WALL SHEATHING 2 I1/2" x J31 RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 411 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 T14E 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 $HALL BE HAND FRAMED. G14 I GENERAL NOTES )wGVn 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 V:0V +� z I o z�N n_ am Q W mr wN I\ CL 0 ow m m„ a 4 (U 1 � D VqM CL U LT of IL — c r. � a M L med �4 ed �0 l; �o a P K E rn NJ M V) i VIC z y� ® 3z r Ill r� '? o ' M Hz U �LL D C - 0 Z ,Y J Z a 0 k;y C M I i r Q t® 0— g z �5 Mi •Q D EC S � LL F� o E v fie` [a f I o Z Z U E �i' O 1rTW`j 1� W R 0 I� � W W F a V) D Q 05 Sheet No: of --sheets A 2 4 5 6 1 7 9 1 8 1 c 35/a.. METAL PLATE TOP 4 150T: 4-50'0 WEDGE ANCHOR 36X E)IAK TOP BARS STD, HOOK MIR 4" EMBEDMENT INTO CONCRETE, 44- z7FIRST STIRRUP 35% " VERT. METAL (25 ga.) STUDS 0 16" O/C INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND. 4 411 UNCONDITIONED SPACES VERIFY w/ CONTRACTOR 2" S AR6� BAR '/2 GYP- 5D. OR -4— — 1/2 M.R. (GREEN) GYP 5D. AT WET AREAS LLI L2 L3 08 FRAMING SFc'r=W FROM TRACK 0 THRU BOLTS 1 7 NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY 5f ANA TO STUDS TYPICAL MINIMUM OF 36 TIMES THE DIAMETER OF THE 5AR. 4"X I J" TAPCON 6 24" O.C. BUCKET WIDTH VARRIES VERIFY LU/ TRUSS DWG. FOR NO. OF MEMBER CONC. SLAB STEEL PLACEMENT L-7 INTERIOR WALLS L-10 BUCKET FOR GIRDER _L-5 N.T.S. N.T.S. NON BEARING WALL N.T.S. TOP CONT. BARS 5PLCE AT MID5PAN ONLY A5 FEGID .� c A -v" BAR 0.30 L2 "E" BAR BAR OR L5 OREATER-1 030 030 GANT. 030 LI LI OR L2 LI OR L2 1, 1, L 5PAN CinATER OZEATER LGAt L 5p� 0125 J LI BOTT. LI L2 BOTT. 0.125 BOTT. GONT. ONT. GONT. L2 GONT. MIN MR 'B" BAR MR 611 MR 5AR5 CANTILIVER L2 SPAN LI L3 NOTE: "D" 5AR5 ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS urr E3Afzs FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR "E" BAR5 ARE REQUIRED 5TIRRUP BEAM REINFORGINO 3/0 - #5 OPEN LEGEND aVC, = #3 GLOSM N.T.5. DETAIL 244 - #2 HOOOPS BEAM REINFORCING DETAIL N.T.S. CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/2" OF FORMS FOR 15EAMS, 2" FOR FTG5 0 SEE SCHEDULE AT CONTRACTORS OPTION, PROVIDE CORNER BARS SAME SIZE 4 NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD SO' ACI HOOKS 0 LAP BARS 45 5AIR7 EACH LEG - STANDARD SO* ACI HOOKS NOTE, AT BEAMS W/ CONC COLUMNS BELOW 0 HOOK BARS DOWN INTO COLUMNS 4 LAP 6 VERTS 5IMP50N LT512 STRAP NAIL5 TO BACK OF LEDGER W/4 10d NAILS AND W/4cl NAILS TO TRU55E5 2x(o LEDGER W1 1"x3" TAPGON 4 AT b" O.C. 5TAGGED TO TOP AND BOTTOM) 5IMP50N LU526 W14-106 NAILS TO TRU55E5 4 4 10d NAILS TO LEDGER 3"O THfRU BOLTS TRUSS. SAL U.N.O.) '/4 ;1 ==I- TOP rl--- W/ 144" FILLET WELD ALL AROUND T.S. COL, TE. RIFY FINAL DESIGN 4 DOLT HOLES D LOCATION WITH FINAL TRUSS ENGINE] G-10 BUCKET SEAT N.T.S. 36" H. STAIR RAILING W1 PICKETS AT 4" C.C. MAX. STYLE AND DESIGN AS SELECTED 5Y OWNER AIK ELEV. EXISTING -7--r7c7p—OF-2RD; STANDING SEAM METAL ROOF SEE ANCHOR SCHEDULE ROOF PLAN FOR TIE DOWNS ALUMINIUM PRE -ENS. ROOF 2X6 T45. DRIP EDGE TRUSSES * 2411 O.C. SPRAY ro" FOAM R-22. INSULATION VARIES U—MOFTLAN) 2xS ". CEDAR lx2 ROOF EDGE. CEDAR P.T. IX3 RRESTOP CONT. V-0" A. 0"A2 " CONC. TIE BEAM w/ 4-05 0 CONT, UN.O. Y R-11 FOAM INSULATION DECORATE OUTLOOK SEE ELEVATION R-S MASONRY CORE FILL INSULATION STUCCO LAP BIDDING J=ECOMIBINE INTERIOR INSULATIONI CONCRETE BLOCK _J1 P.T. Ix3 FIRESTOP CONT. P-13 MASONRY CORE FILL INSULATION 1/2" 5LK ReCCESSED 1,b " GYPSUM BOARD CONT. IRE -BAR ON P.T. MTL FRAMING FURRING 6 lr"OC_ a.. CONCRETE .' BEAM HOLLOW CORE ��,Qr ES (SEE PLAN) lb ------- STUC4C0 BAND SEE ELEVATION UNDERSIDE OF: I 'LOORIW3 DECK OVER AC, SPACES WILL RECIEVE R-113 SPRAY FaINSULATION CONC. TIE BEAM---/ SEE BEAM SCHEDULES DROP CEILING HEIGHT VARIES 96" STUCCO ON Ui" GYPSUM BOARD 6.11 CONC. ISLOCIct— O.C. FILL INSULATION --R-j MASONRY CORE OVERLAP VERT DOWELS FOAM INSULATION MIN *-S" (-SEE FOUND, PLAN FOR SIZE 4 LOCATION) 1/2" EILK R'SCESSED BASE FIN, GRADE 1r—WOOD FIR FLP_ o ELEV. r GRADE BEAM CONCRETE PILING SEE PILING PLAN F14 TYP, WALL SECTION 1/4 13=11-0ps 2ND 2 "xrb JOISTS AT LANDING 'r l� AT IV' O.C. PROVIDE FIRE STOP AT MI POINT OF EACH RUN OF STAIR NGI SIMPSON LUS20 OR 2#2 12 tC I -EQUAL AT EA —STAIR STRINGER r I" FINISH TREAD 2-2"XI2" LE,>C.S=F ATTACHED TO � ALL W1 5/8" X "1 1/2" L LU -DGE 3/4" CDXRISER 4 $U5 TREAD ANCHORS W/ �ZWRS 12 11 O.0 5TAV'- -RED T 2x4 P.T. LEDGER 50. SECURED TO SLAB NX W/Y HILTI PINS OR EQUAL AT 1211 C/C. NAIL STRINGER TO LEDGER W1 16-cl NAILS STAGGERED. ELEV. +0'-0" F_111I_Sw FER PLAN L ci A CORNER BEAM A-7 LEDGER DETAIL A-12 TYPICAL STAIR DETAIL NTS FOOTING SIMILAR N.T.S. AT ROOF, TO CONCRETE WALL NTS. Z 0 z 0 in w flo ;53! cc 0 gm yc 0 C4 0 D 0 � m ul U m IL IL Rio 0 cl) 0 M 0 rl V�J io C4 N N ! in K 0, .201 yi E a 01 V) E CZ 0 vc z V; z zq 0 V) z lz Z< 0 0 v 0 1 Xo ag. BSI All C) 3 gzm O m V) D Sheet No: N, Lj of --sheets 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 Iff J G E C UA G —1 1/4 $$=V-0" A-1 1/4 $$=it -off 1 SECOND LEVEL LIST LEVEL 2 I 3 GFI 9 0 VERIFY W/ O"R 5 5 0 0 7 0 101 7 9 10 1[1 FF 12 12 13 14 ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL OT A/C DtSGONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED GFG.I. la WEATHER PROOF DUPLEX OUTLET Q TELEPHONE JACK r TELEVISION JACK VO CENTRAL VAC. HOSE OUTLET t9 WALL SWITCH 44' 3-WAY WALL SWITCH +')' 4-WAY WALL SWITCH 44R DIMMER WALL SWITCH Q PUSH BUTTON SWITCH -{ }- TTl WALL OR CLG. MOUNTED FIXTURE J. BOX -(T} JUNCTION BOX Y PULL CORD FIXTURE RECESSED LIGHT FIXTURE VF'. VAPOR PROOF RECESSED FIXTURE I-� FLOUR -SCENT LIGHT FIXTUF FLOOD LIGHTS Q EXHAUST FAN C CABON MONOXIDE DETECTOR 4 SMOKE DETECTOR COMBO Q THERMOSTAT ® SPRINKLER TIMER INTERCOM ® SECURITY SYSTEM KEYPAD i� MOTION DETECTOR CHIME DOOR ALARM SOUND WHEN OPNED ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATION SERVICE AND SHALL LOCATE THE METER 4 PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 2014 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 GAC.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR- -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 48" AS= 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. 1 -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 h UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. �I ij -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 j 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. (UN.O.) - TAMPER RESISTANT RECEPACLES (NEC 40&J2) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC21052 ALL 125 VOLTS 15 4 20 AMP. RECEPTACLE G14 13 GENEFdAs NOTES 14 15 Z Z rn We a2 LU NL Q c �V �O 0 Cm I a 0;� ( 4 0 �u N m U M Van' 0 $c0v w s N a 10 % r P as" " E :i � O W -- 7 �C z V Z M UJ 20 � ro h W U M LL { yz J �< 2 m Z �O i� �0 n d' < J r il C) I C. S fnz CDE"S I_lJ S. o U q U � r w O J LiJ j CD m V) => r Q � Sheet No: t F{ J O� O — AE I ` r, w of --sheets 15 16 i w_ M K H n r" I &u ,u IV w I A— a l a I P 1 2 THIRD LE— EL 7 U c, ELECTRICAL LEGEND g ELECTRIC METER - 0 ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W.P. WEATHER PROOF DUPLEX OUTLET GFL.I. Q TELEPHONE JACK TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET 44 WALL SWITCH 44' 3-WAY WALL SWITCH 44� 4-WAY WALL SWITCH i4" DIMMER WALL SWITCH Ql PUSH BUTTON SWITCH -( }- WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX JUNCTION BOX PG1` Y PULL CORD FIXTURE 0 RECESSED LIGHT FIXTURE vP. ❑ VAPOR PROOF RECESSED FIXTURE I----1 FLOURESCENT LIGHT FIXTURE �Q FLOOD LIGHTS O EXHAUST FAN O SMOKE DETECTOR OT THERMOSTAT bt SPRINKLER TIMER INTERCOM SECURITY SYSTEM KEYPAD J I MOTION DETECTOR ail CHIME CABON MONOXIDE DETECTOR AND SMOKE DETECTOR =MBO 13 14 d TYPE 60 P.LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 7 12 15 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10,000 ELECTRICAL PANEL 'Al BRKR WIRE LOAD (W.) DESCRIPTION CKT.0 CKT! DESCRIPTION LOAD (W.) WIRE BRK - 40/2 •8 T,500 AH.0 h W/ HEATSTRIP I 2 A.G. COMPRESSORN WG "B 30/2 3 4 20/2 0I0 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 % 40/2 20/2 w0 1200 GOOKTGP (GAS) 9 Im WATER HEATER 4500 •IV 25/2 11 12 20/2 010 2500 DRYER 13 14 SUB-PNL. B 12,225 •6 60/2 15 IS 20/1 012 1200 WASHER IT i$ LIGATION PUMP 3500 •12 25/2 20/I 012 1200 JACCUZI PUMP 19 20 20/1 012 O LAUNDRY LIGHTS 21 22 GF.I. RECEPT. 0 014 Yon 20/1 012 2 O GF.C.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20/1 012 GF.I. RECEPT. OUTSIDE 25 26 DRYER 2500 010 20/2 20/1 012 W.I. RECEPT. OUTSIDE 21 28 20/1 •12 1200 WASHER 29 30 SPARE 20/1 012 SPAN 31 32 SPACE SPACE 3-1 38 3S 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE 80 P,LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 60 AMPS NEUTRAL FULL MAINS MlA. A.I.C. 100m SUB - PANEL B (GENERATOR OPTIONAL) B KR. WIRE LOAD NO DESCRIPTION GKT! CK7* DESCRIPTION LOAD (W.) WIRE BRKR. 20A 0I2 O W.I. RECEPT. GARAGE 1 2 GF.C.I. RECEIPT. BATHROOMS O v 20/1 15n 014 M. BEDROOM 3 4 DEN / GUEST 014 15/1 M. BEDROOM 5 6 DEW GUEST M. BATH LIGHTS " 8 BEDROOM 42 M. BATH LIGHTS S 10 BEDROOM 9 KITCHEN LIGHTS 11 12 LIVING ROOM 20/1 012 1200 REFRIGERATOR. 13 14 LIVING ROOM 20A 012 1200 DISHWASHER 15 16 DISPOSAL 1200 M2 20A 20A 012 1200 GARAGE DOOR OPENER IT 18 MICROWAVE 1200 012 -20n 20/1 012 SPARE 19 20 SPARE 40/2 08 1,500 ARU 02 W/ HEATSTRIP 21 22 A.C. COMPRESSOR 02 mmm 5WC 08 30/2 23 24 SPACE 25 26 SPACE 21 20 2S 30 ALL 5EDROOM CIRCUITS SHALL SE ARC -FAULT PROTECTED(NEC210-12(8) Q GEN LIGHTING ( --- SF 6 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS let 10.0 K W. 6 1009- 10.0 REMAINING K.W. 6 409- 15.5 3,1650 A/C HEAT STRIP im 65% 12.15 44� y 15/o.9amp. 3-1A50 K.W. 2% W/ 108 NEUTRAL IN 3/4" P.V.G. 3-02/0 COPPER IN 2" PVC MAIN BKR MOO GAMI3MBO M 200 AMP METER MAC LUGS NEUTRAL. 3 QAC. 01 AHU. 7 Q 4 e I T � QUIP. s B BLANK BLANK I0 RLTER 200 100 AMP AMP PNL SUB A PNL 22000 1 1 A I C A.I.G. 10000 UNDERGROUND TO FP4L TIE-IN LOCATION 04 COPPER GROUND TO 5/Sx8' GROUND ROD 4 COLD WATER PIPE 4 FOUND. STEEL NOTE; ALL FIXTURES IN CLOSETS TO COMPLY W1 NEC: 410-& GENERAL N01"E 15 In 0 Z a W We a N 0 a /0 HZ W� V 0 V) U U k M a M 0 \ �giai H a a N y m r Ogg N. c`� d .6N \i; 3h 'q P w `1 ~J z o R 11 O�-1 E3 �4 LL W j�f�lj A J N 4,�i O _ ~ C) 3 C Sheet No: �1 aCo� ' �\ m; F 4. of --sheets �i 8 I 9 ( 10 I 11 13 1 14 15 16