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HomeMy WebLinkAboutBuilding Plans.... L-. 1 .' .., ...✓ .:.. y„i"., =,,.ts 'vv..es:M'Y.fiz^..YSj .R13.�M..$n. t�"Yv su-. -.. LK.'s`�S.n^FgaF i- _. .�� EF" n-.�.e'�':��s:�.xH w`tir�mi...,.L.<:;_<��F_S.. 1. ::. 3'.'.v. ... :. .`<rvCh <.- .. `:._.1._'�.F'...5;.'�.1 L`5'�'s...n ..xsr"-n ..� ' 0 1 1 12 13 14 16 CRITERIA Z . 3_ R301 .2(1) CLIMATIC & GEOGRAPHIC DESIGN Ea 0 Wn1On 9 ;� t y •r F `i " p 4 W m % ff WIND DE51GN 5E15MIC DESIGN SUBJECT TO DAMAGE FROM WATER ICE BARRIER FLOOD AIR MEAN Q a €! IS r I CATEGORY DEEiIaN TEMP. UNDERLAYMENT HAZARDS FREEZING ANNUAL =a m N 1 Ems. ' 4 SPEED TOPOGRAPHIC WEATHERING FROST LINE TERMITE INDEX TEMF 0 � oW o- R a hZ REQUIRED MPH EFFECT5 DEPTH o z �. z 0 NO Q Z no za lwa�S- z fqy� BLE NA. VERY HEAVY 4D DEGREE NA. ZONE AE. 1.0 NA. NA. - U Nm UY Y'- IDS T 110MPH. EXPOSURE D NA. NEGILIG . II -� SITE 58 WATERSONC, ST. LUCIE COUNTY, FLORIDA � M II I, III CONSTRUCTION NOTES AND SPECIFICATIONS THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR MASONRY NOTES: 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 FOR LOAD BEARING CONCRETE MASONRY TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY AND ANCHORAGE FOR FINAL INSTALLATION. SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND UNITS & A MINIMUM TYPE M THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADER 60. (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEADS ARE INDICATED PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D" ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD CONTROL OR CHARGE OF AND SHALL THE ARCHITECT SHALL NOT HAVE CO ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYER UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS; TECHNIQUES,. SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED SEQUENCES DR PROCEDURES; OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL-FLORIDAEGISTERED AND SEALED BY FLOR DA ENGINEER TO THE ARCHITECT OF RECORD FOR IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO RESPONSIBILITY OF THE CONTRACTOR. CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH 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 PARTS. OF THE WORK WITH OTHER SUBCONTRACTORS UTILITY COMPANY CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. � FIRESTOPS CONNECTIONS. AND SEPARATE OWNER CONTRACTS EXPANSION JOINTS IN: MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. PROVIDE FIRESTOPS PER SEC. 502.12 F.R.C. 2004 ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND 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 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF ALL REINFORCEMENT. SPACE IS NOT OVER EIGHT FEET: PROCEEDING WITH THE WORK. VERTICAL WALL REINFORCIN HALL BE LAP SPLICEDAT NOT GREATER THAN 8-0! O.C. AND 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. gT SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH DO NOT SCALE DRAWINGS FOR DIMENSIONS RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT CLEANOUTS MUST BOROVIDED AT ALL LOCATION WHERE SPLICES OCCUR NTHOUTi EXCEPTION. RUN OF STAIRS. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED,AND 4; PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE FOUNDATION NOTES CENTERED IN THE WALL. CASE OF APPROVED METAL CHIMNEY INSULATION. r GROUT WALLS IN 8' LIFTS MAX. PRGVIDI� FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD TOP OF TYPICAL FLOOR SLAB (+0'-0') SHALL BE A MIN. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF FIRE. '" OF 18" ABOVE CROWN OF ROAD OR ABOVE FLOOD CRITERIA. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2103 FOR ENGINEERED 6. CONCEALED ATTIC SPACES SHAL'_ BE AS PER F.B.C. SUB -SECTION '2305.2.3 _ SOILS SHALL:. BE TREATED FOR TERMITES PRIOR TO MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - f m PSI 1500 FOR MASONRY - 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN'A NOMINAL TWO .INCHES - CONCRETE. MATERIALS AND INSTALLATION PLACEMENT OF 3000 FOR MORTAR. GROUTED MASONRY TO.. BE FULLY INSPECTED BY REGISTERED ROFESSIONAL IN THICKNESS. ENGINEER OR HIS DESIGN&TED;WRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF ALL GOVERNING CODES AND REGULATIONS. MUST COMPLY / ALL MASONRY UNIT IN ACCORD NCE"WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE YEARS WARRANTY. PROVIDE 2 YEARS RE-TREATMENTIN ACCORDANCE WITH ASTMC 780.-TEST CONCRETE MASONRY UNITS AT THE RATE OF'5 NAILING SCHEDULE (, RANDOMLY CHOSEN UNPTS I-ORI-EACH TOO,'00 INSTALLED. TEST THE MORTAR WITH THE SAME CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. FREQUENCY AS REQUIRED"'TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR INTERSECTIONS. SEE,DETNLS'POR VERTICAL STEEL AT FOUNDATIONS AND BEAMS REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. 6" THICK 4000 PSI CONCRETE REINFORCE SLAB WITH GRADE BEAM & PILING VERIFY WINDOW AND DOOR ROUGH ORENINGS W/ WINDOW AND DOOR MANUFACTURER. ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED ROOF SHEATHING NOTES: COMPACTED (2500 SF) FILL FRAMING: ALL ROOF SHEATHING TO BE 3/4" THICK COX PLYWOOD SHEATHING. 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 F OVER TWO OR MORE SPANS. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETCI ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED 0 HERWISE PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. PINE FIR (NO. 2 OR BETTER) ALLOW 1/8"SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL MANUFACTURER LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. PLANTER WATERPROOFING: Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K DESIGN' AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF STRICTLY TO THE REQUIREMENTS OF THEM PLANS. ANY CONSTRUCTION OR PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. E . CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER , APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE: SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. INSULATION CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-30 FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE APPLICABLE F.B.C. 2004 AND OR F.R.C. 2004 SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. INSULATIONS MATERIALS SHALL BE: FLAME SPREAD AND MEET MINIMUM REQUIREMENTS OF COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, SECTION R316 FLORIDA BUILDING ('ODE -RESIDENTIAL CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP DOOR AND WINDOW NOTES: � BY A N AGENCY WALLS 2 CLR. OUTSIDE FACE, 1 1 2" CLR INSIDE FACE / CERTIFIEDBYTHEUBOARDSOFLREVIEWRAMERCAKED N LUMBER, STANDARDS I ALL GLASS IN FRENCH DOORS, SLICING GLASS DOORS, SIDE LITES AND SHOWER/TUB �I SLABS 3/4' CLR: COMMITTEE. ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF F.B.C. 2007 , BEAMS 1-1/2" CLR TO STIRRUPS WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE FLORIDA RESIDENTIAL CODE 2007 &: FOG 2009 AMENDMENT PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' CATEGORY I - 150 LB. IMPACT TEST COLUMNS 1 -1/2" CLR: TO TIES ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. CATEGORY II - 400 LB. IMPACT TEST COMPLY WITH AWPA STANDARD M4_FOR TREATED LUMBER CUT AND OR ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO DRILLED AFTER PRESSURE TREATMENT. VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL SPECIFIED BEFORE CONSTRUCTION -- NOTIFY ARCHITECT IF A CONFLICT EXISTS. CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PROVIDE 3'- 2 x 4 (MIN.) POST NAILED TOGETHER W/ 116d NAILS @ 4" O.C. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" 1N WIDTH, 24" IN LATEST EDITION". BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI ' HEIGHT, 5;7 SQ. FT. IN AREA W/ THE 'BOTTOM 'OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISH FLOOR AS REQUIRE BY THE F.B.C. SECTION 1005. SURSECT. (1005.4.3, 1005.4.4) ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, _ FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED NON -BEARING ' PARTITIONS: 36 BAR DIA. OR V-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS FINISH NOTES: NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 20 WD. STU S CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF AT 16" O.C. MAX. SPACING WITH 112" MINIMUM GYPSUM' DRYWALL EACH SIDE. WALLS AND CEILINGS FINISH SHALL BE FLAME SPREAD & MEETS MINIMUM REQUIREMENTS OF INTERSECTING ELEMENTS SECTION R315 AND SMOKE DEVELOPED INDEX OF SECTION R315 F.B.C.-REDIDENTIAL WOOD TRUSS NOTES: WELDED WIRE MESH TO BE 6 x 6 10/10'STEEL. LAP JOINTS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30. ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD ' "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB. THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING STANDARD BUILDING CODES REINFORCING AT EXTERIOR PATIO/PORCH SLABS. ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FORT, 170 MPH WINDLOAD EXPOSED "D" USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE.' ATTACHMENTS,TO STRUCTURE TO BE DESIGNED FOR 170IMPH EXPOSED "D". TILE, CARPET FINISH SELECTED BY OWNER. ABREVIATIONS SYMBOL 2 DETAIL NUMBER ABV. ABOVE LAM. LAMINATE DETAIL REFERENCE ACOUS. ACOUSTICAL LBAV. LAVATORY A-2 SHEET NUMBER AC. AIR CONDITIONING ADJ. ADJUSTABLE LH LEFT HAND ELEVATION NUMBER AFF ABOVE FINISH FLOOR LTG LIGHTING ELEVATION REFERENCE ai AHU AIR HANDLING UNIT LOC. LOCATION SHEET NUMBER ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. ALTERNATE M.O. MASONRY OPENING ANOD. ANODIZED MFTR. MANUFACTURER < SECTION NUMBER ANN. ANNUNCIATOR MAS. MASONRY SECTION REFERENCE N— -- AP ACCESS PANEL MAT. MATERIAL SHEET NUMBER APPROX. APPROXIMATE MAX. MAXIMUM ARCH. ARCHITECTURAL) MECH. MECHANICAL ROOM REFERENCE Im2 ROOM NUMBER AT B MTL METAL BD. BOAR DFACES MIN: MINIMUM DOOR REFERENCE DOOR NUMBER MISC. MISCELLANEOUS BLDG. BUILDING BLK. BLOCK MTD. MOUNTED MUL. MULLION BLKG. BLOCKING WINDOW REFERENCE O WINDOW NUMBER BM. BEAM N.I.C. NOT IN CONTRACT BOT. BOTTOM N.T.S. NOT TO SCALE B/O BOTTOM OF NO. NUMBER NOTE REFERENCE O RFFERENCE NUMBER CAB, CABINET O.C. ON CENTER CPT. CARPET 0.D.C.L OUTSIDE DIAMETER REVISION REFERENCE REVISED 00/00/00 C1 CAULK CONTRACTOR OWNERAFURNIINSTALL_-- C-C CENTER TO CENTER OFF. OFFICE CEM. CEMENT OH. OVERHEAD CODE INFORMATION CER. CERAMIC OPNG OPENING CT CERAMIC ''TILE OPP. OPPOSITE CLG. CEILING FLORIDA BUILDING CODE, EDITION 2014 (5th EDITION) CL CENTER LINE PL. PLATE NATIONAL ELECTRICAL CODE - APPLICABLE EDITION CLR. CLEAR PLAS. PLASTER AND ALL OTHER RULES, REGULATIONS; AND CODES HAVING JURISDICTION CL. CLOSET PLYWD. PLYWOOD PLAM. PLASTIC LAMINATED OCCUPANCY GROUP: CGROUPR-3, SINGLE FAMILY RESIDENCE CJT CONTROL JOINT PR. PAIR CMU CONCRETE MASONRY PRCST. P TER SQUARE FOOT CONSTRUCTION TYPE : TYPE Y, ND SPRINKLED UNIT P.S.F. POUNDS PER SQUARE INCH CONST. CONSTRUCTION P.S.1. -CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED BUILOVING'DESIGNEE) AS: ENCLOSED COL. COLUMN P,NL. PANE" BUILDING HEIGHT, LESS THAN 60'-0" COMB. COMBINATION -^ CONC. ONCRETE RAD: RADIUS MEAN ROOF HEIGHT: 2'-9" CCONNECTION TOR RADIATION D CONN. C ' RADN RADIATOR, BUILDING EXPo9URE: CONT. CONTINUOUS R. RISER CONTR. CONTRACTOR REINF. REINFORCE WINO"PRESSURE 6PEED: ASCE CHAPTER 1. 110 MPH CTSK. COUNTERSUNK REVS. REVERSED (3 - SEC. GUST) FOR ENCLOSED BUILDING CFL_ COUNTERFLASHING RH. RIGHT HAND �- CRS. COURSE REQD. REQUIRED TOP CHORD LIVE LOAD: 20 LB. PSF RM. ROQM ROOF TOP CHORD DEAD LOAD: 16 LB. P5F .� DP. DAMPROOFING R.O. ROUGH OPENING DECOR. DECORATIVE S.C. SOLID CORE BOTTOM CHORD LIVE LOAD: 10 LB.'PSF - DTL. DETAIL SCHD. SCHEDULE BOTTOM CHORD DEAD LOAD: 10 LB.''PSF DIA. DIAMETER SEAL. SEALANT ' DIAG. DIAGONAL SEC. SECTION FLOOR FLOOR LIVE LOAD TOTAL: 40 LB. PSF DIM. DIMENSION SERV. SERVICE DIFF. DIFFUSER: FLOOR DEAD LOAD TOTAL: 10 LB. PSF DO. DITTO SHT. SHEET m DR. DOOR SHTH. SHEATING IMPORTANCE / USE FACTOR: 12 DBL. DOUBLE SIM. SIMILAR MIN, SOIL BEARING PRESSURE: PILLING FOUNDATION �^ D.F. DOUGLAS FIR S.O. SHUT-OFF DN. DOWN SL. SLIDING BUILDING CATEGORY: 2 D.S. DOWN SPOUT SHUTTERS: NOT REQUIRED (IMPACTED GLASS) DWG: DRAWING SPEC: SPECIFICATION D. DRAIN SQ. SQUARE SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. S.F. SQUARE FOOT -- EA. EAST SST. STAINLESS STEEL IMPACT RE515TANT A55EMBLY: YES EMER. EMERGENCY STD. STANDARD COMPONENT 4 CLADDING: YES ENG. ENGINEERING STL. STEEL _._.__. EL. ELEVATION STIR. STORAGE CONTINUE LOADED PATH PROVIDED: YES ELEC. ELECTRICAL` STIR. STRUCTURAL SUS. SUSPENDED EQEQUAL SW. 'SWITCH EQUIP. EQUIPMENT SYM. SYMMETRICAL AREA TABULATION EST. ESTIMATED) EXH. EXHAUST EXP. EXPANSION T.C. TOP F CURB EXT. EXTERIOR TEL. TELEPHONE ���2: LVCiE COUNTY //�� �J� BTIII,DIIVG D EXIST. EXISTING TEMP TEMPERED IV[SION 300 5 FI ST V E.J. EXPANSION JOINT R LE EL i`1EWEDFORC C T&G TONGUE AND GROOVE SECOND LEVEL 1632 5FAlftwED ,.e. = ACE OF FINISH T B TOP & BOTTOM a►T!C THIRD LEVEL - 1635 51� F.O.M. FACE OF MASONRY T�0 TOP OF FLA;1'AND PERMIT MUST BE KIP' F.O.S. FACE OF STUD TO TOP OF CURB TOTAL UNDER AIR 3561 5 NOMPECTIONWELL BEIHADE, F.H. FIRE HOSE TW ITOP OF WALL ALL MANLIFAa URESLABLESSHOMNG FP, N,. FIN SH OOF T.O.C. !TOP OF CHIMNEY UFACTORB DSMCCOMPLIANCE FLR: FLOOR T.O.FR. TOP OF FRAMING yy�� NEROYCODEMUST F.D. FLOOR DRAIN T.O.L. TOP OF LEDGER REMAIN ON DOORS AND WINDOWS T.O.P: TOP OF PLATE COVERED ENTRY = 101 SF. FLG. FLASHING U�mLINS ONS ARE APPROVED FL. FLUSH T.P. TOILET PAPER HOLDER COVERED PATIO = 434 5F. THESEPLAN5AW FLU'R. FLUORESCENT TYP. TYPICAL BALCONY 509 SF. DALL i�RDPOy FT. FOOTFEET FLEX SPACE _ �o10 SF. TSARE SUBJECT TOANY CORREC FTC. FOOTING UL. UNDERWRITERS LABORATORY U.0.N. IIUNLESS OTHERWISE NOTED MECH. AREA. 50 SF. REQUIRED By FIELD INSPECTORS GA. GAUGE UTIL: UTILITY GARAGE. _ 515 SF. r 'MAY BENECESSARYINORD GALV. GALVANIZED ER. GB GRAB BAR VB. � VAPRO BARRIER COMPLYWI"CMALLARPLICA GC. GENERAL CONTRACTOR VNR. iVENEER TOTAL UNDER ROOF 5,84(o SF: GL GLASS VENT I VENTILATION GR. GRADE VERT. !VERTICAL CONCEALED FASTENERS OR ATTACHMENTS GYP. GYPSUM 'BOARD W.F. WALL FABRIC ARE THE WP. WATERPROOFING RESPOHSIBIOOFTHE WC. WATER CLOSET HUD. HARDWOOD HDW. HARDWARE W.H. WATER HEATER HGT. HHEEIGHTT WO W� WITH DRAWING INDEX H M. HOLLOW ,METAL WDUT . WOOD HOR. HORIZONTAL WT. WEIGHT A5.4 DOOR & WINDOW H,B, OSE BIBB A1.1 COVER SHEET H.C. HOLLOW CORE DETAILS & SCHEDULES H.S. HAND SHOWER SYMBOLS A2:1 SITE PLAN &DEMOLITION HVAC HEATING�VENTILATION A6.1 ROOF PLAN AIR CON ITIONING & ANDA3:1 PILLING PLAN A6.2 ROOFING PLAN INCL.INCLUDE ANGLE IN. INCH A3:2 SLAB PLAN INSUL. INSULATION AT AEA ELECTRICAL PLAN A4.1 FLOOR PLAN INT. INTERIOR' CL CENTER LINE AE.2 PANEL SCHEDULES 4 DIAMETER OR ROUND A5.1 FRONT & REAR ELEVATIONS JB. JUNCTION BOX AS.1 DETAILS SHEET K.O. KNOCK OUT # POUND OR NUMBER A5.2.1 LEFT ELEVATION A5.2.2 RIGHT ELEVATION A5.3 BUILDING SECTIONS & PLUMBING RISER a N uj a L m� M n w W o oil — _ Z$ o /1 <3U oS® r�F g. LLJ "Effi 0,0 � O ai U E_% or o:1 - 09 C <OO z F r �. U t c� °I o Of LLJ , Q 00 F_ Ua Drawn by: MOH HVN aroject No. Cadd. File NO Sheet No: A of --sheets vzm+ma.,.m..«.w.+ e..,.xsu..,,msv.vms.. LL.....,.. wr. �e........<......,..,........_.m.=............... y.,...._._...—...._, e.. ...--.. .—..._ F 0 6 7 8 9 0 11 12 113 14 1 15 3 4 5 6 7 8 9 10 11 12 13 14 15 NOTE: SITE PLAN IS FOR LAYOUT PURPOSES ONLY. COORDINATE WITH SURVEY PLAN FOR ACTUAL DIMENSI IF ANY DISCREPANCIES NOTIFY ANNAM CORPORATION. ..TOP OF TIE SM. .' ,'a Z uL — • .34-0. us m" NAV[P) ZL I R. rro� ye<, ",yt eaem TOP 6 3rd FLOOR.i. 0.75 m (33 m NA ) W -2md LG. • QV-0. . r31-O" NAM 0 � _ r- .oamsr Ind FOOR PL '�' �� •-gl m . fSm NAkD) ski i:. YELCL& LINEI. Im LEVEL CLG. LINE MJ • .5:m" . (Iim NAVIa) Or L%R TOP aF GARAGE FLOOR aBSeve a p.0" f BID NAVO) "PILING 5N40WN FOR ILLUSTRATIVE PURPOSES ONLY :St7t)ES " I v� IC i O - I Z0 O 'O I —�. ci rry _ F I I - n ?JllG , Iz D J fl --- ---__ N 6531I36 E ----- m 1_. I• z J C Iv ,T I LIMITS OF CONST. OOINCIDENT co LOT05 7 WITH EAST PROF. LINE C I I. 4- •VAC,: O ( O O 01 O O OI z 131'=9 1/Z" MAX. DISTANCE FROM CCCL. " _ I ",A 7.00' t*65°31, R6„ E rn Z I ; '.SET SACK I I _ F.F.E. -24" FF.E. -0'-0" A I eE ®A.cK CAR 6— 0 OR S.0 NA A Iv ° N , I I i p 021 FF. E �..�3 LOT 5 8 W I FF. ELEV. -m'-m" OR 9 NAVq I <v IoR em w i 0 N r m -� , I -- --- _ o I nd 1 .00, N 65°3136" E v � O I 2° I I I LOT 59 0 VAC, CD I C I o ss FLOOD ZONE FLOOD ZONE 0- I— AE ELEV. 6' — — ---'AE ELEV. 7' �M�TS ;m ' 12 7.0 0 ooC/NF OF nm � I I I c/) GR Z I I LOT 60' o 0 S O o I VAC. o �o(J) I I CI N '(n I I I fT 0I 127.00' 100 DC00I I I ir— ---- -- --- — L -- L— I hl �i Q I I D a-) z I I FTI I Rq C I: I. o LOT 61 o 9 T z I © OCC. o 0 -- ------------------- --- -- --L --------------- ------ --- - - - ----- -------- -------- -- ---- ---- - I SITE PLAN O co N � 4102 I LEGAL DESCRIPTION ( BEING ALL OF LOT 58, 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. LOCATION MAP NOT TO SCALE I I I� �Im .t�Iw yI -1 ml I � T m br I I D AIo O z I o ml 1 Is n O Q, C I I r j.XI I: z m �I C2 c oI� CG: I mI FLOOD ZONE VE ELEV. — 13' FT�S ONq MEAN dQCq TEa Nq y FC NO F7cy w /�O�FMBFR� 798L,NF CONncz)y 7 NV 2FR 4iAl 22 TO SO 207S 4 OC II - 207S 9; 0 NO�� FNq �'� 8 O gTFO 0 oqM 79290E 19 M N 8 /s�XB) 1 4 9 . O Z ^ m N V �F- Q � W V� INm LL � I 0 fle0 z0z i0 o<m m �m a 0 N=wE N NZ Ox ) a 0 Nmoi U U V Ld a o J w W O R N N N W N q,. O O a g n �y eft ak o N d N w a h aG 0 m� Lo m 0, m V) Lu W E 112 Z qt P o •-«� W M (� > Z Q LL i 3v D p m Z 0 In a z Z z a Fie: 0 0 U �@N1 -- z gig Q �3� I� r Az j ` r W too y3 i— 6028 ( ) $ n° z WE°c �o0 06� oy Eo° F- z 1 0 x L.L.I U J , V) A� 9 z 1 o V) w Q 00 Lii F_ cn Drawn by: . Y"J Project No. � - Cadd File NO.: DATE IFw I m_i5_ie Sheet No: ot„--sheets h H ks� a 2 1 14 15 16 �'a�i�., ..... .. .. .. - +.wo, + ?e•�s4.tN k+3w .. .Lk e.a s: waa AU6ERGA5 PILES: C3) *6 TOP 6ENERAL: RGA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT *4 a12" x4'-0a 12" O.C. BEARING WALL,"AUGER INT A PREDETERMINED PILE DEPTH. HIGH-STREN6TH MORTAR SHALL BE PUMPED WITH *3 ®12" STIRRUP U. (3) "5 TOP "Z" BAR TYPICAL $UFFIGIENT,j A PR DE A5 THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE i 6" CONCRETE SLAB 90 DEGREE HOOK 6" CONCRETE SLA COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS N.O. ZONES OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE 1 i2 MIN. COVER 0'-0" FIN.FLOOR SLAB THE IN EGTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RAISING OF THE AUGER 50 THAT THE H160-STREN6TH MORTAR HAS A _ DISPLAGI ACTION REMOVING ANY L005E MATERIAL FROM HOLE. TH15 METHOD OF FLAG SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE 15 _ SUFFIGIEN Y STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AU6ER. — — HIGH-5 TH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE w OF PORTLAND CEMENT, FL111DIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR GAPA13LE OF MAINTAININ6 THE SOLIDS IN SUSPEN51ON WITHOUT ' *4 6 12' EW. APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFIGULTY, AND WHIGH WILL h#, (3) "6 BOTTOM *3 , 12 NLATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER *1 PILE DOWEL U..O. MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTA6E OF THE PORTLAND *'1 PILE DOWEL (3) *5 BOTTOM CEMENT AT THE PILIN6 CONTRACTORS' OPTION. THE MATERIAL5 SHALL BE 50 PROPORTIONED A5 TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE WMPRE551VE STRENGTH OF 48" EE SCNED 14" AUGERCAST PILING 4000 P511 AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2 CUBES E SCNED " 14 AUGERCAST PILING i T DAY DURING AU6ERGAST PILES ARPL E ACED. A SET OF CUBES SHALL WN515T OF CUBES O BE TESTED AT l DAYS, AND 2 CUBES TO BE TESTED AT 28 DAYS. TEST GA E5 �12u SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM GIOq, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. by �1 GRADE BEAM 4 _ L._ L13 GRADE BEAM 2 r , AT ELEVATOR PAD N.T.S. ---- FADE 5E�� &C14EDULE W/ W1-'17 RCASTPILE-14 DIA .x 25FEET LONG TYPICAL "'x 40' (EXTEND 1511 INTO GRADE BEAM.) B 10' O.C. FROM PILE 5' REINEORING DETAIL CUT OFF TO 1rEET BELOW'; SURFACE. 8" GCONCRETE MASON Y MARK SIZE(WxD) BOT TOP MIDLE 03 TIES DESCRIPTION NO. DESIGN CAPACITY - 30 TONS. ALL SHALL BE (2) *4 BLOCK WALL GONG.OR R IN ACCORDANCE WITH A.C.I.I545-54 (FL.PERIMETER) *4 612" x6'-O" A 1S" O.C. i'e I COLUMN G13 TRANSFER STEEL -' Ij ' w MATCHING DOWELS GB-1 24" x 30" (4) *1 (4) *T (2) *5 6" O/C TYP. EXT. WALL � *4 e 18" x4'-0" g 12" O.C. OVER INTERIOR w il: I 8 BAR DIA. MIN GRADE BEAM (3) *5 TOP p o ,i �t W/STD. HOOKS (4) % TOP EACH WAY GB-2 24 x 24 (4) % (4) % (2)05 8 O/C L13 90 DEGREE ROOK Z GRADE,] II W/ 12 HOOKS TYP.ENTIRE C3) * 1 TOP 02 ij i� GB-3 IS" x 18 (3) 5 C3) *5 IS" O/G GARAGE 6" STEP PERIMETER C2) *5 MIDDLE GI FL OF . I W/ 12 HOOKS WAY (3) *5 (3) *5 (2) "5 BEAM AT L1 *4 g 12' *3 a 10" U.N.O.w GB-4 1S"x24" 8 O/G STOP SLAB EAWAhsMIN. COVER 77!-E sA 1 " EXGEPTRGARAGESLA®_ EA .WAY o « ' :I- *3 STIRRUP ETE (4r'6 AT LONG WAY PILE CAP HOOK V 6' CONCRETE SLAB g 12" U_ Zo - FG-1 36"x80"x20" — — G4 IN (8)% AT. SHORT WAY BAR AT EACH END "1 PILE DOWEL (T P (3) *5 BOTTOM g PAD REBAR l6)�5 EACH WAY PILE CAP HOOK G4 I z o PC-2 48 xd8 x20 — — SEE FOOTING SCHEDULE TOF' AND BOTTOM. BAR AT EACH END SIMILAR C3) * 1 BOTTOM *1 PILE DOWEL v EDGE BARS ALWAYS 14" AUGERGAST REMAIN.SPAGE OTHERS EQUALLY PG-3 36"xT2"x20 (4Y6 AT LONG WAY PILE CAP HOOK G41 g, 5' a (,)% AT. 5WORT WAY — — BAR AT EACH END SIMILAR ; 45" g g„ PILING 14" AUGERCAST EQ. EQ PG-4 36"x132"x20" f6 6 LONG WAY 2 LAYERS TOP 51 PILING SEE GNED (14,% SHORT WAY — AND BOTTOM SIMILAR IS" G1 GRADE BEAM 3 G4 ISOLATED PAD/PILE CAP G7 GRADE BEAM SCHEDUI. G13 GRADE BEAD` 1 N.T.S.N.T.S. N.T.S. N.T.S. 6''_m 6'_g" 1D 1 _1 3'_0 TOTA,L�NCsNTN BUILDINfi m' T_� 3.8 2'-4" 14.1 4 01 14 REBAR o 12"0C. AC PAD AT PERIMETER (TYP.) FP.E. -6" PC 2 6ENi 18" FOR �.5 NAYD PC-3 G8-1 GB 1 I - _ � h - Z h-N �M WN {{{1 W fr �U �m oW i;_ m 0m 0 3z , F op i a� =a At D Nm a� U uj pj j W 0 a n j; o rd jII m� -i P m 0, v � ' E t3 rx N E UJ W S ,{ W Z L 0 � o 1 ug U3p M �s Z u H Z Z 0 z a " 1 Z n 0 Q s soy 0 0 F Q �y ss o r° F a RU¢ ' CDSpa z °gym 5 s fl°a ai _ a c Q_ 1§ ° €`° p yy 4 A O J Li Wr Z V O U W _ W J A Z WC) N Of 00 LLJ ._ . CD. REVIEW 01-15-16 PERMIT SET 02-04-16 AS -BUILT 1 03-28-16 B o f py of --sheets . 1 2 3_' 4 5 6 8 9 10 11 12 FOUNDATION NOTES: MATERIAL5: I. FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT AS 5HOWN ON PLAN ON 4 MIL V15GLEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO BE TERMITE A� PORTLAND CEMENT. PORTLAND CEMENT SHALLGONFORM TO FEDERAL SPECIFICATIONS MIXING AND PUMPING OF HIGH -STRENGTH CEMENT MORTAR: ONLY APPROVED PUMPING, TREATED PER LOCAL CODE. 55-G-M2 OR GURRENT ASTM STANDARDS, DE516WTION 0150. GONTINUlOUS MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS 514ALL BE REMOVED FROM 2. CONCRETE SHALL CONFORM TO AGI 318/63 AND SHALL HAVE 4000 P51 WMPRE551VE BJ MINERAL FILLER: MINERAL FILLER SHALL BE FIELY POWDERED 51LIGEOU5 MATERIAL WHICH MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORAGE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5', POSSESSES THE PROPERTY OF COMBINING THE LIFE LIBERATED DURING THE PROCESS OF TANK OF SUFFICIENT SIZE SHALL BE U5E:D BETWEEN THE READY -MIX TRUCK AND THE MORTAR HYDRATION OF PORTLAND CEMENT. PUMP TO INSURE A HOMOGENEOUS MIX AND GONTINUITY IN THE PUMPING OPERATIONS. ALL 3. REINFORGING STEEL SHALL BE A5TM 615 GRADE 60 AND HAVE THE FOLLOWIN6 MINIMUM MATERIALS SHALL BE SUCH A5 TO PRODUCE A HOMOGENEOUS MORTAR OF THE DE5IRED CONCRETE COVER FOR GRADE BEAM5: BOTTOM 3', TOP 2' SIDE5 TO BE 1 1/2" CLEAR COVER GJ FLUIDIFIER: FLUIDIFIER SHALL BE A GOMPOUNDPG55E551146 CHARACTERISTICS WHIGH WILL GONNSTENGY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE REGIRCULATED FOR SLAB TO BE 3/4' MIN. INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, ASSIST IN THE DISPERSAL OF THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A P051TIVE DISPLACEMENT P15TON TYPE 4. ALL FOOTINGS SHALL BEAR ON NATURAL SOIL PREPARED, A5 IN NOTE 5 BELOW. CEMENT 6RAIN5, AND NEUTRALIZE THE SHRINKA&EOF THE HIGH-5TREN6TH CEMENT MORTAR PUMP CAPABLE OF DEVELOPING 015PLAGIN6 PRE55URE5 AT THE PUMP UP TO 350 P51. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE (INTERAID AS MANUFACTURED BY THE GROUT 5UPP-Y COMPANY, BRECKSVILLE, OHIO MEETS AUGURED HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE will 5. ALL FILL TO BE GLEAN, GRANULAR PREPARED IN ACCORDANCE WITH NOTE A-F. THESE 5PEGIFIGATION5). OTHER GOMMERGIALLY NAILA13LE ADMIXE5 SHALL SHOW PRIOR INSTALLED WITHIN 3 INCHES OF DE5I6N LOCATION. SINGLE PILES SHALL 13E INSTALLED WITHIN 1 TEST RESULTS BEFORE APPROVAL. -1/2 INCHES OF DESIGN LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO STRIP A FOOT OF EXISTING 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL FEET. ADJACENT P11 5 SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED 1A. DELETERIOU5 MATERIALS MUST BE COMPLETELY REMOVED. D) WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF SEKA6E, ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER GONNEGTION BETNIEEN ADJACENT PILES OIL, AGID ALKALI, SALTS OR OR&ANIG MATTER. WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE B. FILL SHALL BE GLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. E) FINE AGGREGATE: SAND SHALL MEET THE REG:tL'IREMENT5 OF THPRAHIN65 HORIZONTALLY ANDTHE COLUMN CENTERLINES. SUBMIT G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. DES16NATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK THE REGGORDRAWIN65 TO THE ARGHITEGTT FTOIGRA APPROVAL. PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY 6. 6ENIERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE F 00TIN65/PADS, LOAD BEARING WALLS, STCEL/GONGRETE/WOOD COLUMNS, WOOD HEADERS, PARTICLES SHALE, ALKALI, ORGANIC, MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND CONCRETE BEAM5/TIE BEAMS AND FE16HT ELEVATIONS OF EACH WITH TRU55 MANUFAGTURER5 WASHED, THE WASHING METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FUMES, AND THE SAND SHALL SUBSEQUENTLY E3E PERMITTED TO DRAIN UNTIL THE RESIDUAL -FREE MOISTURE TIMBERS) BE ENCOUNTERED WHIGH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, DRANN65 BEFORE THE POURING OF CONCRETE FOOTIN65/PA05 AND SLAB. 15 REASONABLE UNIFORM AND STABLE. THE SAND 544ALL BE WELL-61RADED FROM FINE TO OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN AGGORDANGE WITH PARAGRAPH I, AND TH15 SHORT PILE ADDED TO THE UNIT 7. COORDINATE AX , MECHANICAL, ELECTRICAL 4 PLUMBING PLAN5 FOR REQUIRED OPENIN65 IN LET16TH5 FOR PAYMENT. IF REQUIRED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL SLAB. GOAR5E, WITH FINENE56 MODULUS BETWEEN 1.40 AND 3.40. THE FINENE55 MODULUS 15 DEFINED BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BASI5 FOR ADDITIONAL FOOTA6E. AS THE TOTAL DIVIDED BY 100 OF THE GUMULATIVE PE RCENTA6E5 RETAINED ON U.5. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD &. SLEEVE ALL PLUMBING PENETRATIONS. STANDARD SIEVE N05.16, 30, 50 AND 100. AiLU RIM6 EQUIPMENT 15 ONE FOOT PER MINUTE OR LEA. q. SEE ATTAGFM AUGER CAST PILE SPECIFICATION COLUMN SCM EDULE CI Q REINFORCED MASONRY COL. w/ 1-5 6 VERT. FILL w/ 3000 PSI CONC. O❑ 12x12 REINFORCED MASONRY C2 '?ERT. COL w/ 2-% O FILL w/ 3000 PQI CONC. ■ 12 x12" F'OIIRED CONC. -G3 COL w/ 6-5 a PERT. w/ �3 TIES o 8 O.C. 31/211x31j2 I/4 T 5. COL. ca ■ FILL GONG. w/ 3000 PSI WITH UOOD Wi AP cs 8 xl6 POURED GONG. COL. w 03 HOOP 6,, 12" O.G. H T6'-b' TOTAL LENGHTH BUILDING 15'_6" 31.011 Y-4113'-4' 31-8" 101_0il 2 _6,' 3 4' 3'-4" 3'-4" 4'_0" 6'-10" 3'-2' Y-41' 1'-013'-6" " AG PAD FF ii G3 OR T5 NAVD I TYf � ` r AWE TYP. Gi - ,-` _, i _ r a ■ � Q F2ETE Ci G 74J fl FIRST FLOOR SLAB PLAN 49:_1,_0:: I 2 9 u 12 13 1 14 15 16 PILE GAPAGITY: THE DE516N 15 BASED ON A MAXIMUM WORKIN6 GAPAGITY OF 25 TONS PER PILE IN COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. PILE TOPS: WHERE THE PILE GUTOFF 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 PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REGIUIRE METAL SLEEVES OF ADDITIONAL LENGTH). AU6URIN6 EQUIPMENT: THE HOLE THROUGH WHIGH THE H16H-STRENGTH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE GUTTING TEETH. THE AUGER FLI6HTING SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO 6AP5 OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HTIN6 SHALL NOT EXCEED q INCHES. AUGERS OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AU6ERGA5T PILING LEADS SHOULD BE PREVENTED FROM ROTATING BY A STABILIZING ARM. PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTICAL REINFORCING BARS WITH 43 TIES 0 10' 0/0 EXTENDING 15b" BELOW PILE GUT OFF ELEVATION AND I#f VERTICAL REINFORCING BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE CENTERING DEVICES FOR REINFORCING GAGE AT 10'-O" G/G MAX. SPACING. " 1 WAVE CREST STILLWATER ELEVATION C GROUND TIE BEAM HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED �— VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE > MASONRY UNITS (UNITS NOT TO EXCEED S" IN THICKNESS). GRADE BEAM OR FLOOR STRUCTURE J VERTICAL FOUNDATION MEMBER HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THIGKNESS). SLAB ON GRADE SEE PLAN _ 1 BREAKWA° WALL SCALE: NTS FRANGIBLE WALLS FOUNDATION NOTES: 1, FLOOR SLAB TO BE 6' THICK POURED GONGRETE 5LA13 WITH REINFORCEMENT AS SHOWN ON PLAN ON 4 MIL VISQLIEEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. GONGRE-M SHALL CONFORM TO AGI 318/83 AND 5HALL HAVE 3000 P51 GOMPRE551VE STRENGTH IN 28 DAY5. MAXIMUM SLUMP 5", 3. REINFORCING STEEL SHALL BE A57M 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3', TOP 2" 51PE5 TO BE 1 1/2" GLEAR COVER FOR SLAB TO BE 3/4" MIN. 4. ALL FOOTIN66 SHALL BEAR ON NATURAL 501L PREPARED, AS IN NOTE 5 BELOW. 5 ALL FILL TO BE GLEAN, GRANULAR PREPARED IN AGGORDANGE WITH NOTE A-F. STRIP A FOOT OF EXISTING 501L FIVE (5) FAT PAST EXTERIOR BUILDING LINES, ALL A. DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER. AFTER EXISTING GROUND REACHES MINIMUM DENSITY OF c5%, FILL SHALL BE PLACED IN TWELVE G' 02) INCH LIFTS AND COMPACTED TO ACHIEVE APPROVED c5% MODIFIED PROCTER BEFORE NEXT LIFT 15 ADDED. D FILL SHALL BE GLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. VERIFIGATION OF TEST FOR MODIFIED PROCTOR AA5HO-180 SHALL BE FILED WITH BUILDING E. OFFICIAL. 6. GENERAL GONTRACTOR SHALL BE RESPON5IBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN&S/PA05, LOAD BEARING WALLS, STEEL/CONGRETEMIOOD COLUMNS, WOOD HEADERS, CONCRETE BEAMSIFIE BEAMS AND NE16HT ELEVATIONS OF EACH WITH TRU55 MANUFACTURERS DRAWINGS BEFORE THE POURING OF CONCRETE FO0TIN65/PAD5 AND SLAB. COORDINATE A/C , MECHANICAL, ELECTRICAL 4 PLUMBING PLANS FOR REQUIRED OPENIN65 IN 7. SLAB. 8. SLEEVE ALL PLUMBING PENETRATION5, q• SEE ATTACHED AUGER GAST PILE SPECIFICATION 14 15 16 �Z • 0 Z N Q W LU \ CL ao ✓U �"m0 0 <O< G �wm. m �m d 0 3z N NORowx ONO a4 � m U U M Li a 4 p N m M m N L m Nn ! J u M u N u N ®m a ' c °m h L ' P o L _ 0 Ln Ln E V LU LU E W Z 06 P f1W^1 ui v Z Q LL 3u w n w J ,D � °z m a. z Z id „ 0 0 U -o 6O Q z$8 m `$`E gg Q era oP� i) 26 z E°o _. o"'5 _m �o$ 0 Of O LJ� W~ Z v O .: w U o f4:� .i N cD k�k�^y1 Z Of w 00 LO w DATE Sheet No: of --sheets E 1 2 3; 4 w, "1 : Q I a , WALL TYPES - GB-3 � I I t - - `_ ■, � — — — — � I ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH p I-_ __ ■ ■ ■ ■ ■ �� SIDES OF 3 5/8" METAL STUDS 24" O.C. f r' ----- OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. — O EL.1-6" ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON rOP of FLOOR BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. ■ EDITION 2014 (SEE PLAN FOR WALL SIZE) w e CD- - 7/8" STUCCO ON 5/8" COX PLYWOOD SHEATHING ON „+.,' / EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF W.. ■ ■ ■ ■ 2x 6 STUDS ©16 O.C. W R-11 GATT INSULATION. ti v NOTE: NO GYP. BD ® 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 L.12'_mll INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" TOP OF FLOOR CONCRETE BLOCK'. 1 J 5/8' STUCCO ON 8' CONCRETE BLOCK, Wi H-1 PORTION ROOF FRAMING GYP. BOARD PARTITIONS WITH N0 TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "Wi" a 1/4"=1'-0" AT ENTRY AND GARAGE HYDROVENTING CALCULATION; HYDROVENTING-CALCULATION: PER FEMA.: I SF GROUND FLOOR AREA WILL PROVIDE ISQ. INCHE OF VENT PER FEMA.: I OF GROUND FLOOR AREA WILL PROVIDE ISQ. INCHE OF VENT REQUIRED: TOTAL 632 SF = 632 SQ. INCHES REQUIRED: To 1485 5F = 1485 SS INCHES PROVIDED: l8) 24"xB" = 1536 5Q INCHEB PROVIDED: (4I 24 x8 - 16B SQ. INCHES DECORATE GATE AND FENCE 4FT HI. 16'411 L BII b01.61, — 201_B11 IV-011 IV-11 1/2" V-10 1/21, ,,,1 HB F H (TYPICAL ®DROVENT —IVD /% - —1 - - --------------------- -- ------------ j ■ 8" ABOVE FLOOR LEVEL F. �I K N B1, Bll 91.411 B11 �Z JI 101_0l, I� J ■ r_4" IS'-10" 8,1 ■ ■ ■ HUJH PAC) GARACzE F.F.E. -611 OR 1.5 NA D BE FRANGIBLE WALLS 1 F.FE. -24' Hui TO SHORE LINES SHALL OR ro:0 NAVD ALL WALL PARALLELL m4 F SLOPE 2' e PROVIDE 42" RAIL _ C-O'- E _ 0 VERIFY W/ MANUFACTURE FOR ACTUAL OPENING NOT 6 IV-4" 8' 4'-10 5'•611 q,1 03 M U SHAFT ENCLOSURES SHALL HAVE 1 HRFIRE RATING I I ° 5 ■ Fa 9 (2 LAYER 5/6" TYPE 'X' GYPSUM BOARD STAGGED) WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO ■ ■ v cO TOP OF THE FLOOR / CEILING ASSEMBLY BELOW TO THEUN I OF THE FLOOR 0 ROOF SLAB — — DERS DE E L R R R L B 71 '------ ------ ----------------I SOFFIT Im° Do � - i I 41_Qll 1"1_/11 COVERED PATIO E`1----� a ■ /�i�\\ 2880 ■ a oil I I I lip ■ ■ ■ ■ ■ ■ ■ ■ m ■ 28800 ■" ■ ■ I I e C BA A BATH o 0 02 STEPS WITH BRICK PAVER I------------� EI i i (TYPICAL e 2) I 1 I I I " RECEs s _ I ENTRY 1/ FOYER 0 N ■ e I I I _ GIB I_pll AI 61_111, AYll C! 1_011 O ■ II vv I---- -- -� L w I I I I I I I _ r =� , - -- -- -- ---------------- - -- - ---- I I I I I I I I ■ a ■ ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 9H 10 35'.111 co Bl1 11_I1l 1v-0' Y-81' 1'-0" 11-ID" 40' 6" 15,_6l1 kkv� i VERIFY W/ OWNER DRYER VENT TO OUTSIDE DRYER PRC.1501 11 FOR ACTUAL LOCATION a A-1 FIRST LEVEL 1 4"=1 '-0" I I I I , I I I I a I I I I , I , I I 1 2 3 4 5 6 7 8 9 1U 12 1 3 14 15 1 6 a• r' I L s�� �1r I L 2. LAV. c BATH 2 �BIDEI s� 3• Wr, 21 3"tz To 3' MASTER SUITE LAV. 36 3"a�00 / 2' I // `�g BATH 3 I ,./ gr w w 22 DWc I I� LAUNDRY Sw KITCHEN p 2' r I I c LAV.s jpk // cul we / I / 31, 2, w 311 POI,UDEIR I �/ w gH �.%�yI ,3, LAV. '1XAi o .iIJE5T W / E 3. 3, Z CABANA /. BATH / / 3' / i r 1 UMBING RISER DIAGRAM a i MISC. NOTES: L ALL GLASS IN DOORS 4 ALL SLIDING: CLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDINGS A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60 ABOVE FLOOR OF TUB OR SHOWER i 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS i 5. ALL FIX GLASS SHALL BE '14" THICK (U.N.OJ 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13r4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. -I. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING I 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. (F.R.C. 2004 R-30'3.2) 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 1501 41506 S. WEATHERING AND TERMITE AREA PER TABLE 30120) 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/6" TYPE "X" GYP. BD. 11. WALLS AND CEILINGS FIN15H FLAME SPREAD SHALL MEETS MINIMUM REQUIREMENTS OF SECTION R315 AND SMOKE DEVELOPED INDEX OF SECTION R315 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.G.. R-102.3 13, CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-102.4 14. WEATHERING AND TERMITE AREA PER TABLE 30120) 15. INSULATIONS MATERIALS SHALL BE FLAME SPREAD AND MEET MINIMUM REQUIREMENTS OF SECTION R316 FLORIDA BUILDING CODE - RESIDENTIAL I r L WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.1 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENINGS 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 OPENINGS SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. .. GENERAL NOTES a 3 14 15 16 Z s 0 _ Z r^ V n M H �M WN U) Q W NC �o IN Q 0 oW o�m m — a ZZ Np J N N} 6x �0 Nm a� u U V a o w� p 'n T m �p L M y, m � J M to in 7w;-j NON a'0 3 P [K O 0 y; 3 to P A E U) e w E W � w Z Z o LL 4 j HZ Gf F- 3 Z 0 ao Z Z a ° 0 '0 „o C/-) Ell cl— < Q:f IS E CD$g CDaz=I LL E L "6- 0.1 09 C �o°u W~ z �� u 0 W Z w t9z %^ CD W Z � o LLJ Or- 00 U ■v I 1 1 12 I -' ^I � � 15 2 3 4 5 6 7 8 9 10 13_$ /ALL: TYPES I >o �zq F_ _. DRYER VENT TO OUTSIDE _Orr 0 i _ V m N 5 -0 PER FRG 1501 60 -8' ~ V)' Wr Im rt . �1 7' (-0" 3 •Im II _Srr C 0 Y N N !'< ONE LAYER OF 1/2 GYPSUM: BOARD ON BOTH off' 20 2m 2m i �__ 1H W 1 SIDES OF 3 5/8" METAL STUDS Q 24 O.C. O� f I, I� d I, 4 K • • • • • • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■101------- _______ ■ a - -. ___ 1. _ - - - - - — _T -- - - 2-2080 Ew,©� I n _ r — 8 © — — ■ • ,,. 42" H O © REJECT 1 I Y0 C ; I SPNE r■ ',r II T 14'•10 ­', ----------------- -- r------------ ------------- 8rr s 12'-0 2'- 6r_41r f I 1 V 2 O I i I' i.. Qa ■ GUEST RM LAUNDRI I i i =WW 2m O —W I a o W l0 ( �' ' ,, a L_-J �� L ' KITGNEN \\ 2-2m8m ------------------------------------------ I I ' I O POR ACTUAL OPENING I I I I ■ RIFT W/ MANUFACTURE 288m LIVING ROOM � i 2 I ®; 5ALGON"' i e , _� COVERED a " I Iz m cLG 7; W/ + 8" TRAY r � 4.6 / 42"HAND RAIL TO H38 cSMT CxUEST BATI-I \ / 3r 6 r REJEGi A 4" I N I W/ TRSM ABV. / \ ®O SPHERE 7YP. { a � n I I — 17771 _ 8 4'1a II L i OWDER � � I I I I I I I I I I 1 ■ = OLIL I I I I I o� CID0L ------------------ --------- --------------- ---' Tr_4rr 4" 5r-2rr 4r_Srr ' 2rrI al 1 1288m I __E'_______________ _ _ .- -.I L' OR 2 x 4 STUDS'® 24" O.C. AT BEARING WALLS. a oI w NZ ox Z< D RAIL TO I: ONE LAYER OF 5/8 TYPE "X GYPSUM BOARD ON 0 j m a4 A 4" BOTH SIDE OF 2 x6 OR 2x 4 Q 16" O.C. W/ R-11 U U TYP. BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2001 .(SEE PLAN FOR WALL SIZE) i 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON M l EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16 O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD Q INSIDE OF CHIMNEY ONE LAYER OF 1/2 GYPSUM BOARD ON 1 x 2 P.1 4 WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON IL o INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" w CONCRETE BLOCK: s' 'o a I' 5/8' STUCCO ON 8' CONCRETE BLOCK,mm, ILGYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE W1 MISG. NOTES: a o 0 II N N fV I. ALL GLASS IN DOORS 4 ALL SLIDING: GLASS DOOR TO BE TEMPERED. !� ►' d cv d ° `0 I 2, ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED a ; a 0 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR /w�ti,• m 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 MATERIAL., = N O E W I� 5: ALL FIX GLASS SHALL BE 114" THICK (U.N.O.) O W --ww 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13i4II THICK \ Z WITH 2x4 SOLID RAHBETED JAMB, OR A C-LABEL METAL DOOR AND N (� JAMB. DOORS TO HAVE SELF CLOSERS- Z a n 1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING W r° THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE ■Y > " SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS 3u INTO THE GARAGE (FRG 2014 R-30"l Z .5 42--1 4 �Z ZQ o a F h, ` u 0 L ar_0rr WINDOW NOTE i 50 4 8 56' 0" EGRESS WINDOWS SHALL PROVIDE A .CLEAR OPENING NOT LESS THAN 9 13r_811 20" 1N WIDTH, 24" IN HEIGHT, 51 SQPT. IN AREA W/ THE 50TTOM OF �. r ., r 1 — .-1 .� +r rr rLrrC rr� rr i,i,o nalr, LIB 1 4" 11 011 F G 9 S I/211 T_mll Imll O tea= 14'-I 4 -0 L 681.8 III 15 0 F, D 20'-111/2" — 8 l 0 (EG E55) m8 0T t o Is1 Ei tl D ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0--------- ---- ----- ---- I0 - C 0 ■ 2480 S TT p 9 -LG- -- ---- ---- - --- ----- --, 42" HAND RAIL TO f T2460 n REJECT I ■ 248m 8rr 12r_Srr 5 _Sn Orr -------------�T'' 6'---- -- - --.- SPNEREAYP. s p ■ ■ 15 , ■ � - F n 1 c ? nay Q�� ALGONI 9 = GOVERED a = =WW ■ o BALCONY E — 3m O _ `^ BED R"l 2 B W 9'-0" CLG M. BEDRM e BED RM 3g'-0" 32� IU.LG• cLG 9' 0" CLG e W/ 8"+ 8" TRAY { IT "II III : III _ ■ - 2m .III III ■ I: H i, 0 C 2880 288m� ■ r I I ■ HB ■ 4 O ■ BATH 3 4i.10r 1 2-2m80 --- ---- — - — r J.. v �n I L�--� Q 42" HAND RAILQTO 4 Ipr TYP ° 3 r r r T ARCH 4'-0 n 4 8 n 4 / n l'-0 `-�. ■ I�''— _ — — SPHERE TYP _ r I. �,,p 23, „ '+ 3' + 0" 2 6tivN' T'_4r2.I025M r145 2 s R TI3 .I lal BATIK LOFT OFFICE I lu I IU:I.G. 266m 23 9'-011 CLc 0 05 9'-O" GLG 1_3 ErT_ r r 0 _111 4n Si.4" rr 1. ;•pr.811 r 1 I I ■ Fj 42" HAND RAILTO INLINE WATER HEATER L7 REJECT A 4" SPHERE TYP: 9 I" 31r4rr 13r.arr E' ' THIRD LEVEL �. 3 6 8 g 10 1 1 12 I Ij �l 13 t; Q << CD � I Z q U 1 rl � J A ••) wN O J i L LLJ L Lo z LLJ kl. I- --sheets G14 GENERAL NOTES 14' 15 16 0 -78 9 10 1 1 12 13 L , 1 STUCCO NEOPRENE CLOSURE c OVER SEALANT F ASTNER 26 GA. COFFER COUNTER FLASHING C BATTEN IUATERPROOF L05UFir= MEMBRANE ALUM. STANDING SEAM DETAIL SHOWN FOR W OD E CONSTRUCT&� FIR ENGLERT- MODEL 2000 SIMILAR FOR BLOCK 26 GA GALV. METAL __.DETAIL X. CONSTRUCTION VALLEY FLASHING SEALANT w PLYWOOD COPPER 'L" FLASHING SEE'5'DUJG5 FASTNER AT 12" O.C. COMPOSITE SHINGLES NEOPRENE SPACER ROOF CLIP. U- ASTANDING SEAM 3/4" COX PLYWOOD SHEATHING —­"'� EN�,GLERT- MODEL 2000UM. L-4 HIP RIDGE COVER L-7 VALLEY DETAIL L-10 FLASHING DETAIL N.T.S. N.T.S. TOP OFTIEBII` PREFAB METAL OR PREFAB FLUE AND CONVENTIONAL STUD SPARK ARRESTOR W1 FRAME LATH SELr_F1_,45HIN(=� STUCCO FINISH =IN STORM COLLAR HOOD -SEE EXT. ELEV. PANTED GALVANIZED METAL FLASHING 2" x 4" (NOT-1) WOOD, DIAGONAL ;;iACw. Tyr. ALL (4) FOUR SIDES RAISED S i STYROFOAM OR RAISED TOP OF 3rd FLOOD STUCCO BANDING -SEE EXTERIOR ELEVATION 2nd LEVEL CLG. LINE 3/4" STUCCO ON MTL. LATH ON M5 FELT ON 1/2' TYPE CDX' F-LYU0. STEPPED C.ALV. OVER 2" x 4'NOM-) WOODMETAL FLASHING STUDS 1,& O.G. mi I 10" �A. HURRICANE STAPS s EACH STUD (STRAP TO TOP CHORD OF TRUSS) OFFSET FLUE AS MOUMD GATT. INSUL;� 77T 1/2" GYPS I 50AFID MIN. CLEARANCE 2nd FLOG ON II'x 4" MOM.) WOOD FURRING ON P.E. WOOD TRUSSES FIRE STOP FRAMING a 24" O.G. A AS REQUIRED CHIMNEY 5OX-OUT 1/2" GYPSUM ED. ON gg (MN.) 2" x 4" eNOM.) WOOD STUDS a 16" 4 FIK STOPS. V-O'Or, YEW. O.C. -SEE FLOOR SEE FL DOR SEE r FLAN FOR STUD SIZE PLAN FOR PLAN OF FLUE TO HAVE MIN. DIME ION DIME 10� 2" CLR. DIMENSION (2) 2' x 8" (NOMJ EO FROM ALL STUDS LU00D HEADERS f-RE-FAB FIREPLACE INSTALLATION SHALL HEARTH AND MANTEL CONFORM L)ITH ABOVE - SEE INTERIOR MANUFACTURER'S DRAWINGS FOR DETAILS Du N5TI43r_TION$ AND ALL AND MATERIALS APPLICABLE CODES FINISHED FLOOR. TOP OF GROUNI A-1 ROOFING MANUFACTURE I PRODUCT APPROVAL ATTACHMENT REMARK ALUM. STANDING SEAM FL-121512 2 6CEW6 PER CLIP I ENGLERT- MODEL 2000 CHINEY DETAIL A.4 REAR (EAST) ELEVATION 1/4 It= 1 0 _011 PRING FELT BUSSES EMBED INTO 4" O.C. TYP. 103.6) :IT) STUCCO BIDDING LOOK---�,_ STUCCO LOUVER LOOK 16 Z ATTACH RAILNG 0 z FLANGE TO HOUSE 0 I W/(2) 5116"xl 1/2"TAPGONS I V) < Lu as 2"x2" ALUM.TOP. Z3f to BOTTOM 4 VERTICAL RAILS �u —w (VERT. a 4511 O/C MAX) 0 0 < a. 0V) w 3/4"x3/4" INTERMEDIATE j�d L4 Oz x VERT. a 4"1/2 O/C W No x< 0 D u U. ZFASTEN VERTRAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR UJ/(4)5/16"x 1-1/2"TAFCON5 L-14 RAIL ATTACHMENT N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE NJ Illlllililli�llillllllillllllll ® - Milk I [IN 12 TOP Or PLATE im +361_511 Q�_ TOP OF TIE IBM. a% a +34'- ar = (42'-0" NAVD)'4j X 7 !tZFLOOR .r6l N.V.) 2nd LEVEL CLG. LINE is 423110" c (31.0 NAVD) I *12 _ TOP OF TIE 5M. +12'-0" = (20.0 NAVD) 2nd FOOR PLAN j4 6 +Ilr-O" = (19.0 NAVD)'"j a +0'-10" = (8.0 NAVD) 0 0 0 , L _j Erl 00 0 Lo 3 0, 0 m Wj 0 0, *E 0 u 0 jLu E W z z CIDLu 0 Li > u D 7 0 0 a z z 0 1 0 u A F c- A z z 5-04 E c 'a O cc) C) V) LLJ 00 Lr) w V) mm Sheet No: LRY -10 FRONT (WEST) ELEVATION A 1/4 1 S-ott 0 11 2 13 14 15 16 NRIPTION u 2 3 MATERIAL5 KEYNOTE FELEVATION INIUM STANDING SEAM ROOFING RIOR WALLS W/ SMOOTH STUCCO UARE COLUMNS ® RAISED STUCCO BAND d SURROUND 5O DECORATE SILL d HEADER © ALUMINIUM LOUVER O DECORATIVE MOULDING DECORATIVE CONIC. SIDING LOOK TOP OF TIE BM. fi +36'-8" H `; A-1 RIGHT (SOUTH) ELEVATION 1 /4"=1 0—on onon 1 2 3 /L D 6 7 8 9 10 11 12 13 14 15 16 6 I 7 8 9 10 1 11 12 13 z • 0 Z �N Vui �F�/ Q II.I36 N�°IN Q GOD V 0 oW Q. 0 d r WO —Z O` �0 J Nma� U U M a o w � a m N m n W � m u O ti N c Jo. min 'o a �• m V h o p 0 3 V) 0 etL E lu W y6 01 00 > Q LL yz 3� J p m D Z 0 :Q Z z < of '0 ho H < n C/-) z ' i5LL O ��8 _ b TOP OF TIE BM. +34'-0" Q :fig W W Ewe o€o TOP OF 3rd FLOOR O m +25'-0" v 2nd LEVEL CLG- LINE V1 O w U W rl W O J AU) WZ O Cn 00 2nd FOOR PLAN LLJ s +I I' -Oil N Ist LEVEL CLG. LINE n m +9'-O° Drown by: MOH HVN Project No. STUCCO ON SELF -FURRING C 3%" RIB METAL LATH ON FELT OVER THE BOTTOM OF TRUSSES Cadd File No.: e W/ 2" STAPLES (MIN- 13/4" EMBED INTO Q, TRUSS AT EVERY RIB o 4" O.G. TYP. (SEE F.R.C. 2001 SEC. R103.6) (TYPICAL FOR ALL SOFFIT) DATE CD. REVIEW 01-15-16 PERMIT SET 02--04-16 _ OP OF GROUND FLOOR A +0'-0" Sheet No: ILIVY A of --sheets 14 6 2 3 4 5 6 8 9 10 1 12 v - 5 16 t n TOP OF TIE BM. ID +34,-m TOP OF 3rd FLOOR 6 +25'-m 2nd-.LEVEL CLG. LINE m +23'_0" OL 2nd FOOR PLAN a +II•-0" ®; let LEVEL OLG. LINE OIL g .9-mI ,_ C 30 TOP OF GROUND FLc S +0.-m" LEFT (NORTH) ELEVATION 0 z m �Q Kv) pN nJ W �O LL N a O ` oW a 0 3OR w ZZ N Pig =LL a 0 � am uU M a o w N i o W a \a W m m N N W 7 N eR m 00 °m Lon I�- YLUI mw Lo 01 U. E LL E J j Z a N W N O L V ' Q LL J h 3 J Z O Z Z a 0 U L II r < n 8 0Z, o rT;F ie0 lJ 4.0 YY v'u a. $¢U I W ,z J ai 5os W E c:e .9 Q 0 w (D 3 ~ Z O PT .� CLLJ WO Q 00 W Sheet No: rd I°oo P, of --sheets Z O /Z rN ^n F � N�gIN Q m Ol N rV 0 0W m �m vm a 0 ZZZZ Uw (; NZ =< �O D NM aLL U U L= IL 0 J W T a = I N L q m N N N W 7e J q®� M N N 0 ON •k d N c a 0 h 0 Q K 0 W LO �N m P E LU E W F W �Z ZI m Lu 0 i,. ; M Z a3 y 3 W J N a 0 o y o =r u a �o < n Z a.3 F CD15 c �J �AZ LLJ fi o � ll � /-) E c 1. FUY Q 0 J L� W~ Z V O 1—� U W / W_ Fir ,-11 U jir = M� cn Wc� o 00 DATE CD. REVIEW 01-15-16 PERMIT SET 02-04-16 c B 1 A of sheets - -4 J L I E " a �i 9 B A 1 Al 7 8 ROOFING MANUFACTURE PRODUCT APPROVAL ATTACHMENT REMARK ALUM. STANDING SEAM FL-121512 2 SCEWS PER CLIP ENGLERT-MODEL2000 9 10 11 EXT. STUCCO CONCRETE BLOCK ..SOLID GROUT 1/2" DIA 12 13 14 EXPANSION BOLTS AT I6" O.C. .. 6" EMB DOOR RECESS DOOR STOP II MK SIZE LOCATION TYPE M NUFACTURE GLASS RE5 U PRESSURE rx 5 uc i PRESSURE APPOV.l APPOVAL ATTACHMENT T 01 3680 FRENCH ENTRY DR l') ® JEL -WEN IMPACT 4448 / -565 465 / -10 FL-15444 R-3 ATTACHMENT I (I/4" TAPCONS) I 2880 FRENCH STORAGE O MOERSEN IMPACT 441b / -518 450/ -65 FL-142853 ATTACHMENT 1 (1/4" TAPCONS) - I03 12)3080 FLEX ROOM CO AN ERSEN IMPACT. +44.9 / -492 +50/ -65 FL-142853 ATTACHMENT 1 (1/4" TAPCON57: o OQ.. OP® L1 x LU 04 16-0"x8'-0" OH. GARAGE O DAB +50b / -552 +10 / -80 FL-15311-RI ATTACHMENT 2 (1/2" EXP. BOLTS) L-10 201 1212884._ GUEST ROOM © ANDERSEN 346 IMPACT. +453/-49b 450/-65 FL-142853 ATTACHMENT Y1/4 TAPCON5) N.T.S. 160100. SLOG GS DR LIVING ROOM © WINPOOR 3A6" IMPACT +415 / -460 450/ -65 12-0130.13 I (2)2880 BED ROOM ©. 4453 / -49b 450/ -65 FL-142853 (2)2680 - LOFT CO 4463 / -59A +60/ -64 FL-142853 10000 SLDG GS DR LIVING ROOM © KANDER5EN E 442.1 / -46.9 +53.1/ -53.1 12-0130J3 � DOOR- . SEE SCHEDULE DOOR TRACK BY DOOR MFR ;e1_\:7_�IOLMVel=IZOZ61�1: v n. Sy Q JANDER5EN CRETE MA§PNRY UNI -� CCO FINISF4 - T. SEALAN[f ' 01 3050 CSMT FOYER O ANDERSEN IMPACT +46.9 / -60b 450/ •65 FL-12496.1 ATTACHMENT 3 (1/411 TAPCONSJ � I PAIR3050 CSMT FLEX RM Q IMPACT +•46.9/ -51.1 450/ -65 FL-12496.1 EMENT WINf�PUI W F 7 201 20401CSMT= GUEST ROOM O IMPACT W°3 (-655 461/ -B2 FL-124%.1 p 202 5 -4"XI =4 TRSM GUEST ROOM Q3IMPACT 4B0D / -54.3 10/ -15 FL-124%.I 2440 CSMT 20 GUEST BATH Q IMPACT 4493/ -535 +bl/ -82 FL-12496.1 20 2440 CSMT POWDER RM O IMPACT 448,13 / -53PJ 464/ -68 FL-1249b.1 (2) 2050 ESMT WITH' 20 LOFT 2 IMPACT 45.9 / -502 50/ -65 FL-124%.I W � R=S" FIXED 7RSM Q ID (3),200 CSMT WITH Z I'-8" FIXED iRSM LIVING.RM O IMPACT +45.9 / -502 +64/ 48 FL-1249bJ 3 p 1845 CSMT WITH KITCHEN +500 / -543 +61/ -82 FL-12496.1 20 Z I -8 FIXEDfiRSM IMPACT 1845 CSMT WITH KITCHEN O IMPACT 4602 / -543 +61/ -82 FL-12496.1 I'-8" FIXED TRSM 2850 CSMT WITH LAUNDRY RM 2O IMPACT `. 445.S / -502 +64/ -68: FL-12496J I'-8" FIXED TR9M 30 2040 CSMT BEDROOM 3 O IMPACT +50.0/ -61.0 +b1/ -82 FL-1249b.1 3® 2440 CSMT BATHROOM 3 O IMPACT 450D1/ -543 461/ -82 FL-124%.I 30 3050 CSMT. OFFICE Q IMPACT +463 / -51.1. +50/ -65 FL-124%.I % 30 2050 CSMT MASTER BATH (D IMPACT 450.0/ -543. 461/ -82 FL-1245bJ Q 30 4050 FIXED WD. MASTER BATH O3 IMPACT 449.1/ -652 +10/ -15 FL-124%J 30 2" FIXED WD. MASTER BATH O IMPACT 450& -543 +b1/ -82 FL-12496J 30 2050 CSMT LIVING RM Q IMPACT +500/ -543 +60/ -65 FL-124%.1 30 2050 CSMT LIVINGRM O IMPACT +50.0/ -543 +60/ -65 FL-1249b.1 (2) 2450 CSMT BEDRM 2 O IMPACT 4413/ -515 460/ -64 FL-12496.1 10 2050 CSMT BATHRM 2 O IMPACT +50g/ -543 460/ -65 FL-12496.1 NOTE: l•J EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN 11/2' V ALL k4MLIps nIRES �� NO MN FBC Ely ND DOORS� ONCE RRMNN ONMUST UNYX #4 �pN 4ND MNDOWS ARE APPFOVEO ❑ ❑ TEMP. O GLASS O O OFF -I NO I. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO C ONSTRUCTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS. O 3 PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) IS SUPRL BY THE MANUFACTURE G-10 N.T.S. I"xP.TFURRING 5/6" GYPSUM BOARD. ON FOIL BACKED INSULATION 2"x P.T.WOOD BUCK .CORNER BEAD 5/6" GYPSUM BOARD CONT. SEALANT 1/4" SHIM SPACE 15 M 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 SREW ATTACHED DOORS WITH 2" 12 5REW DIRECT TO BUCK AT 6" FROM GORIER 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 Ixb PT. BUCK ATTATCHED WITH 1/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO GONG. 6 16" O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" 12 SKEW SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM COMER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. L-14 OPENING ATTACHMENT N.T.S. NOTES: BACK. CAULK ALL THE WOOD DUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP @tALANT. CONT MARBLE S IN GROUT I CONT. SEAL 5/8" GYPSUI ON Ix P.T. R-42 FOIL INSULATIO CASEMENT WDW. HEAD G-14 N.T.S. 4NDERSEN :A5EMENT WINDOW '4" SHIM SPACE :ONT. SEALANT "x P.T.U)OOD BUCK RAISED STUCCO SAND REINFORCED WITH :ALVMETAL LATH' :ONCRETE SILL CAP CASEMENT WDW. SILL AT CONCRETE WALL ln1" GYPSUM BOARD I ON FOIL BACKE ° INSULATION ANDERSEN FIXED GLASS SYSTEM 14, I"xP.TFURRING CONT. SEALAN 1/4" SHIM SPACE MARBLE STOOL SE rue COl BEAD IN GROUT BED CONTbEALANT ANDSACKER J 5/e" GYPSUM BOARD 2"x P.TMCIOD BUCK CONT. SEALANT CONT. SEALANT - / 2"xP.TLIDOD '7 ,It .0 1/4" SHIM SPACE d' A 4, •, BLOCKING n 4 ANDERSEN CASEMENT WINDOW 1/2" GYP&1M 0,• a POURED ONCRETE SILL v C - BOARD ON I"xPT i I` FURRING le CONT. SEALANT d I;, A STUCCO FINISH R4.2 FOIL SACKEDI, • CIXJGRI=TE MASONRY UNIT NSULATION .0 4 .� 1 STUCCO FINISH d . ,' :: {. Y. p: l ''.• • � u i d I I� I D-10 FRENCH DOOR JAMB D-14 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR IN -OWING DOOR 01MILAR DOOR - BEE SCHEDULE BEE NISH- DULE� ALUMINUM SEALANT O ' p A SLOPE UB'-PER FF1T COMPRE0010LE FILLER CONCRETE SLAB DTH®2-m2 CONCRETE MABCNRY STUCCO FINISH CONT. SEALANT-- 1'xP.TFUWING In" GYPSUM BOARD ON FOIL BACKED INSULATION 2". P.TIUCOD BUCK CC 'ER BEAD V2" GYPSUM BOARD CONT. SEALANT I/4" SHIM SPACE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. A-4 EXTERIOR OPENING SCHEDULE A-10 FRENCH DOOR SILL A-14 FRENCH DOOR HEAD 1/4 , =1 -0 N.T.S. N.T.S. 2 3ZLI 5 6 7 8 9 10 111 12 13 14 16 �.. Z040 • Z N a WM M J _ n F n vI I tail) g Q W 4 � Q N om 0 nm II IL 0 MID w ? u OO X o a 4�- Nm U v ti Li o ! � T M a � M W M n N <m � J Em N! 4h ma K * N ggf,,.p. n L E LU Z `J a J W n M Wi > Q a HZ 3� F J on D O Z 0 a Z Z a OO �U ho JJ II r C i � J_$ F _Z � ' u LLJ;< •nO l.11 I Q Eel - j - 55 i C 5 °u ji'q z a O W LLJ U J i � 1 �A� V1 � Z O LLJ 00 LO F_ E ,N .: I t2" TOPPING E' ( t2 TOPPING GROUTING BUTT JOINTS By c.c.) (By G.C.) $ �� (BY G.C.) SECONDARY POUR PI TOP OF FL TOP OF'. FLOOR GB-13 EL25-0" ELEV.241_bll 2 - LB -I - LB -1 LB -I LB -I GB-4 #4 BAR CAST IN BEAM AT } 6" U.S: 'U.S. o-: - - - ■ ■ NOT USED ,, S.. G 4-0 O.C., #3 BAR CONT. ___ ". '' � � ■ ■ ' AND #4 x 1 -6' LG BAR .. • .. 3 1 2't 3/4" 4" BRG. ■ ■ ■ ■ ■ ■ ■ :. n;. ■ ■ ■ .. :i .!._ �.. �.. � G2 �� 3"tU•1S 2" BRG 3"t 1 2". BRG. GROUTED IN CORE. ONE 15 I ■ TYP. GI ■. / 'S : ' PER PIANK.(BY G.C.) i '�+'- 11 - : #4 HOOKED BAR CAST IN B" MASONRY WALL AND #4 BAR HORIZONTAL IN W/REINF (BY G.C.) a -LB-I r .} :: a W/REINF. (BY.G.C:) CORE, ONE PER PLANK.. 8' MASONRY WALL BEYOND ... Y G.C.) ---------------------------------------------------------- 4 5EGTION G2 B • SLOPE I/4" ER F7 SCALE: 3/a" = 1._0, .... ...: II EGTI N f a' S O _ s TOP OF FLOOR OP OF FLOOR 2' 5 REBAR CONT. 8 8" O GALE: 3/a' = 1'-0" k, ELEV. 24 b EL.25 -0 G2 M _ I I •� k tU O I 0 3p` W H I "3 HAIRPIN ® 12"O.G. (Q 4. SL PE 2 5 a k?. t2" TOPPING ': i. t ii � i � t. _ `p `r,� ' (BY G.C.) GB-G'B 1� :• m I t2" TOPPING (BY GOCP)ING t2" TOPPING SECONDARY POUR - I �� •• U „ '(By G ) (BY ) +. (BY c:c:) _ _ 811 HOLOW GORES SYSTEM WITH 2" TOPPING i 1 SECONDARY POUR- d • O O (BY G.C.) •: 91i #4 BAR CAST IN TOPPING +; F : O [Q { OO OO i ,.. f. 4'-0" O.C.. AND ! s" U.S. g GB-1 b W s U.S. #3 BAR CONTINUOUS ..\\\\ 'G y _ '�. 13 3 1 2„t 3�a...BRG. 8" U.S. +# ' S `LAP VARIES B-S : ■ ■ lQ / 11 #4 BAR CAST IN BEAM AT •t 8' U.S. a (BY G.C.) G2 .... „ c ;, t3 BAR CONT. LAP VARIES )` t 4 -0' D.C., •: ' 7 : �i '.........! GROUEDxIN CORE,ONEl1 _. LAP VARIES. 8" MASONRY WALL ., _ ,•. n J „ : 8" MASONRY WALL { W/REINF. (BY G.C.) III OP ii. PER PLANK. (BY G.C.) EN u, 1- 4" 8 -Im" 3'-4" ' (BY C.7 BEAM 2° Fs GB -I -1 ' ; U : REINF. (BY G.C.) (� '�•) W/ LE3 i 2 SECTION q'-$' Sr,811 bl b M- GB GB 3 G2 v1 scAL€: 3/a" _ , -D" - 1 to SEGTI ON _ ■ ■ ■ ■ ■ ■ ■ _ _ / - 1 - SCALE.3/4" � � SECTION D., 6 � -T' b" GB -I HOLLO CORE 2 IU31 8" W/ 2 T PPIN6 t2" TOPPING (Q 16 12 .'1 C. I �, r' ' (Br G.C.) 1 t2"TOPPING n ,r -,d rrj .OPEN ___ --------------------------------------- 12 ______� U " I- ' _ (BY G.C.) IL ■ - ` __ - O _ �• .. t2" TOPPING • •:. •.:.. W .1 {la� I ,p G J 8" U.S. _ 1�' G t2" TOPPIN • (BY G.C.) B7 C. • ( ) t2" TOPPING 6" U.S. ._ _ " SECONDARY POUR (BY G.C.) LAP VARIES 3 1 2 t 3 4 BRG: ,. :i ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■ : * G? (BY G.C.) STEP D) N BEAM 4' . .. "ta O (BY G.C. 8 MASONRY WALL O O k, CB-4 I CANT LIVER G -9 CB 1 b _ TOP OFF - R 112 OF FLOOR #, #4 BAR CAST IN BEAM AT W/REINF. (BY G.C.) " _ GB -I II 4-0" O.C., AND. }•�% :6" U.S. a'-0" O.C., #'3 BAR CONT. .TOP FLOOR TOP OF FLOO I-B-I b ELF 25'-Q)° ELEV, 24'-6 4 BAR CAST IN TOPPING O e" U.S. AND #4 x 1 -6 LG BAR + �� LB'I #3 BAR CONTINUOUS EL( V. 24 -b EL.25 -0 (BY G.C.) 6' U.S. GROUTED IN CORE, ONE ^� LAP VARIES t&PER PLAGROUTED I .(BY G:C.) Irs __—.__ __�-__ _ :S LAP VARIES 3 1/2"t. 3/4' BRG. f: (BY 4" STEP DOWN BEAM 4" G1, E: HOLLOW CORE �g �,r ,, =w: 6" MASONRY WALL e" MASONRY WALLAT • .SECTION 1. "':''' ym� a'^q. r•� e v.. �5, 1rs 't`). W REINF. (G.C.) W/REINF. (BY G.C.) #4.BAR CAST IN SEAM CONT. SCALE: 3/4 = 1'-0" v N tt' ,.. E ., $, E E ': HOP D RA OUT _ :1 / 4 GRODUTED IIN CORE3 BAR , r-.. I T sL �' 1[rf 7 AND #4 x 1 -8" LG BAR mONS AN f ' DETAILS y c ,'F' 1 SEGTION I�. SECTION (BY G.G,PER PLANK. 22' TOPPING --. - _ SCALE: 3/4' _. 1'-0'• _. SCALE' 3/4" = 1'-0" BY G.C. - • /�) - I F.— r. 6 U.S. 1 /L} _ I O i 6' U.S. _, _-, ___ S LAP VARIES (T____ GROUTING BUTT JOINTS-- , 3 1 2"t 3 4" BRG. ► (BY D.C.) • ; STEP DOWN BEAM 4' F '. 7. t1' GYPCRETE (BY:' G.C.) TOPPING (BY G.C.) = NOTES OF FLOOR (BY G.C.) (sr c.c) PLACE (BY TOPPING c) we GOING. BEAtd • #a BAR CAST IN BEAM AT ALL MASONRY FILLED CELL 3'-0" MAXIMUM SPAGINCs TOP OF FLOOR TOP - W/REINF, (BY G.C.). ►• • , 4-0" O.C.. #3 BAR CONT.. °• AND #4 x 1 -6" LG BAR EL 11'-0" ELEV. 10'-4 to lm'-b GROUTED IN CORE: ONE ELT -b EL: 1P-01' , -, b `? O•.� O O O (BY G.C.) PER PLANK. b : • • v TOP OF BM TOP OF FLOOR GB -I C -10 SECTION Ea a G.S. A :: 5: '.. : :: r. e. #4 BAR CAST IN TOPPING ■ ■ ■' ■ 3 „5 _ ._ > :.. ■ ■ ■ :+, ::: :: .. .. v.. ... .. .. G `6 ' • LAP VARIES SCALE; 3 4 1 _p _ .: •..:.•... •. ■ ■ ■ ■ :: :: ...... ......,. :: #3 B O.C:. AND C / ■ ■ ■ 'i. .. OUS LAP VAR '.: LAP VARIES ' : ■ ■ :: .: .:. •: . :• o- . a ..:.:.... .. • . , ..... ■. ... .. :: � 3 `BAR CONTINUOUS. I 8" MASONRY WALL # ' GB-rJ W/REINF. (G.C.) (BY GC.) 8' MASONRY' WALL O .. . G3 W/REINF. (GC.) t2" TOPPING - (� ■ . tll (BY c.c.) m t2" TOPPING > 8 SEGTIONG„ 12 5EGTION (BY G.C. GB G I W O ) � - SCALE: 3/4,. - 1,_O. T 1 OPE TOP FLOOR ELEV. 10'_�'I WALL BELOW— ..... s i EAM :..� BEAM j� /I SCHEDULE a' U.S. 6" U.S. H : ' m HOLLOW GORE Q bll SLOPE 1/4 ER F7 C3 E V LAP VARIES •.. 3 1 2't 3:-4" BRG p - i 6" W/ 2 TOPPING STEP DOWN BEAM. 3' ' / - (BY G.C.) s' MASONRY WALL ; Qa ,1.. I . ?. CB - CONCRETE TIE BEAM WB =.WOOD BEAM #a BAR CAST IN BEAM AT w REINF. ev c.c. ..:'i II •. O ?; BB = CONCRETE. MASONRY BOND BEAM STL - STEEL BEAM 4'-0" U.C., 3 BAR conk / ( ) .;;,; " HOLOW CORES SYSTEM WITH 2 TOPPING �� ;y,l �. I PRECAST LINTEL BEAM' LAM =LAMINATED WOOD BEAM AND #'4 x 1 8" LG BAR ., - '-7 -1 S� I LB D_ I ......_.P.__ (Q LU GROUTED IN CORE, ONE 13 II. I BA Q � O • PER PLANK. (BY G.C). { SEGTION - SLOPE T _ SCALE: 3/4- 1._0., �- 5u b . �. \ 4ll / MARK SIZE i0P Sil. BOifOM SiL, MIDDLE SiL. REMARKS .00% OPE : GB-I1 :: �. #3 HOOPS CID 0 6 O.C. F = Fan ■ - CB-1 8" x 12" 2- # 5. 2- # 5 - STANDARD TIE BEAM MAY POUR DO T TOP TOPPING TOPPING m i 4' bll - to L■ OF WINDOW ADD.2#5 (Br c.c.) s" U.S. GB 3 (Q 2- 5 2- 5 #3 HOOPS 0 6'" O.C. O w .. 2 :: �U OPEN -4 b -1 8 4 ., GB -IA 8" x 12".. # # • -.00 .......: _ 7 b CB-1 ..is - CB-2 12". x 12" 4- 5 4- 6 #3 HOOPS 0 8" O.C. - " O :i ..: i ■ ■ ■ CB-3 8„ .x 18" 2- # 5 2 # 6 #3 HOOPS 0 6 D.C. l 3 1 2"t 3 4 BRG. ::: .,)I .... 5 - 3 HOOPS 0 6" O.C. 4 • • ■ ■ . . ■ ■ ■ ■ ■ r.-.--. �..e�.:: - ■ �. - `„ _' ; ±•. #4 BAR CAST IN BEAM AT EL. T'-b'I .. .. 4 GB -I ' 12". % 24" 3 # 5 3 # 4 # 5 # G3 l. GB 4 r •- •• 4 -D" O:C., �j3 BAR CONT. :. 'T _ LQ a ...a AND #a x 1 -6" LU BAR 10P OF BM _ a E GB 5 12° x 30" - # 7 # 7 # 7 #3 ti • . GROUTED IN CORE. ONE.::i m \�. it cn U -. PER PLANK. (BY G.C.) ,: '. 1 2 3 _i 3 3 2 HOOPS 0 8" 0 C V •..�� ■ O ill 0 4 7 _2 7 3 HOOPS 08" O.C. --.. 6l Gg-bA 16"x 24" 4- #7 # # # 16'I 1 = LL OPEN _ LD (:i,;'•, w `•: GB-68 16" x 28" 4- # 7' 4 #.7 2- # 7 #3 HOOPS B.�.O.C. m :'! " T •>:CIL .:;:.'. ,. ,. _ 3 HOOPS 0 12" O.C. ' SEG I .ION geg ; 13�_211 : GB-1 8 x 18 3 #6. 3 #.:6 # SCALE: 3/4' 1'-0" F �.W GB'I G3 GB S GB-4' _ :• ."i:• :•i ...:.... •: 9•i '•. , Cg-8 8" x 28" 2-. # 5. N 2 6LAYERS 2. # 5 #3 HOOPS 0 6" O.C. CB I ■ ■ . is ;al :: :• :• a a: C3 ::':i .t ::i ■ . ■ ■ ■ ■ .. :. ■ ■ ■..... . ;, ■ O 3. HOOPS 0 8 O.C. I`IEIsl I ilfk ... oi:i.i:i L, Cg-9 8".x 18 3- #6 3- :#6 # EL I2'_0° EL. II'-0" 6 G -lm 6 TOP OF BM TOP OF FLOOR LINTEL SAFE LOADS TABLE (CAST—CRETE) - TO OF TOP OF FLOOR GB 10 B" x 24" 2- # 6 4# e #3 HOOPS ®6" D.C. EL.'11'-0 ELEV. 10 4 to I0'-b" MARK LENCsTH LINTEL C8-11. 1.6" x 18" 4 # 5 4 # 5 #3 HOOPS 0 8" O.G. OF LINTEL GRAVITY UPLIFT LATERAL TYPE BUB N—�.NOT USED NOT USED A 3'- -4" 9611569 6 1363 17 5 BUB p CB-13 8" K 12" 2 #6 2 # 6 #3 HOOPS 0 8" O.C. B 4 0 ORS VERIFY ALL MASONRY 8 WOOD FRAME OPENING SIZES TO FIt D Cg-14 8" x 16" 2 #6 2 # 6 #3 HOOPS 0 12" D.C. ' 1599 1207 592 BUB AND WINDOWS 5EFORE: GONSTRUGTION. I p 5'-4" 1217 1016 411 BUB ---- ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED --' _ E 5'-10° 1062 909 340 BUB ON FIELD BY BUILDER TO AGGOMODATE 7HE DRAIN SLOPE LB -I 8" x 8" 1- # 5 PRE -CAST LINTEL A�4 AND FILED CONDITION. - - - - - 4 F 7'-6" 743 727' 424 8U8 1. ALL LINTELS TO BE BY CAST GRETE AND G 9'-4„ 554 591 326 BUB POURED SOLID W/ BLOCK AND BEAM ABOVE: N 10'-6" 475 530 284 8U8 II ���M�•: 4 I � r / g 10 11 12 15 16 Z • �U Z— 0 �Q W N O�Z �N r 7 a O In lily 24 O Nm - U U M a c W p a e� W ~ m N N N N:k � O w mLm.N J 0, Ka 01 ImoI�/ E OLu E W W r N c� a I LL ri r� I q w n h V Q u 0 M 0 II " O h 0 4`9U .. H F O W h o 'S Z o0 i r F �1CD 0 G a J o P Az cw� 0 w Eo� a Q F_ o B C) o J IL" ILL_ z vs U 0 U - { U r z f � J j I. ---N A H- s. (n I � I- O i #: wLn r7� � r D 00 LLn N i MOH Drawn by HVN Project No. Codd File NO,: DATE CD. REVIEW 011-15 16 PERMIT SET 02-04 16 B a 3. Sheet No: Igpy I of -sheets �,,mPv, . 1 2 3 8 9 11 4 5 6 7 14 15 16 10 12 13 FN JIATIC FAST N FR L-Er:TEN1:) S C H IID U L E LATERAL ISRAGE IT 15 THE RESPONSIBILITY OF THE BUILDER/PER5ONs USP TRUSS ANCHORAGE EREGTI% THE TRIJ55E5 TO INSTALL ADEQUATE BRAGINS NOTE: ALL FASTENER AND NAILING TO BE STAILE55 STEEL TO PREVENT TOPPLINS OF TRUSSES. FOLLOW ALL OR EQUIVALENT HARDWARE PRODUCT APPLICABLE RECOMMENDATIONS INTPIPUBLICATION PNEUMATIC FArJ'TNERS ITW RA"fSET / REDHEAD NX X 1-16 4I" fE NUMBER OF UPLIFT Lbs REMARKS LATERAL FI LATERAL F2 STRAPoESCRIPTION 10d'coM.NAILS APPLICATION SIZE TYPE SPACING REMARKS 49, —46 MTL STRAP TO CONC. USP HTA20 (6) 10d 980#. 590 660 f-ER ST lP BR�GINC NOTES: E3LOCK OR TIE BEAM PER STRAP USP HTA20 (9) 10d 1480# 590 660 NON BRCS. WALL SILL .300 HD 5/32 DIA. SHANK SERIES PERMANENT 2" X 4" PIAC70NAL BRAGIN6 IN THE PLANE OF PLATE To GONG SLAB /s' WASHER 1524 Sp i2" O.G. w/HEAD w/'" R " USP HTA20 (10) 10d 15Do# 590 660 (YP. LUOOD T USSES THE NEAREST WEB MEMBER GONNEGTION WITH (2) - Ibd AND KNEEWALLS 3' LONG LOGO STAMP I T W 8 1" IEI" IBE S) NAILS IN EACH WEB IN AT LEAST (3) TRU55E5 AT APPROX. USP HTA20 (2) (10) 10d - 3000# (ONE PLY) 1180 1320 46 DE6REE ANl (REF: H15AI, Fig. 31, 38 # 39). METAL LATH WIRE FASTNERS - PNEU- AST CO. 1 1180 1320 THE APPLICATION SIZE TYPE SPACING REMARKS USP HTA20 {2) (10) 10d 3000# (ONE PLY) PERMANENT BRAGIN6 IN THE PLANE OF 16 GUASE w/ ,. t01 - I SIDE APART PER IANENT WEB DIAGONAL F USP RT16 (8) 10d E.E. 1030# GROS6 BRACING BOTTOM CHORD OF THE TRU55. CONNECT WITH (2) - Ild NAILS IN EACH TRUSS (ROOF ONLY). WIRE LATH MIN. 1 R DE LAPS PENETRATION 9" APART ---- ADD 2-16d TOENAILS FROM 645 650 I 5r.5 (.'. G USP RT24T OR RT24TF (5) 16d E.E.- 900# TRUSS TO WOOD BEARING 500 500 MI GUAGE W/ 6" APART SEE .2(r- bIc) T. �� 1 • I01 - I SIDE LAPS 35023 ADD 2-16d. TOENAILS FROM 3/S RIB MTL. LATH MIN. I R tET22 USP RT24T OR RT24TF (8) 16d E.E. 1255# TRUSS TO WOOD BEARING500 500 PENETRATION9" APART 3504.?CCXbb) (32) tOd 5370# (1). 5/8% 12 E.B. - - METAL ROOF TILES - ATLAS COLLATED NAILS LATERAL BR.4GE6 1od E.E. 1t150 (4) 3.4" x 5" e.b. A7 BEAM - APPLICATION SIZE TYPE SPACINGS REMARKS C OR EUSC O #—.- .—.-- METAL ROOF HEAD (WOOD SCEU OR v MANFUILE SEG RS053 14 R1fi (2) (6) 10d 1760# 1 STRAP EA. SIDE OF TRUSS 1180 : 1320q 5D`/I�ET BRACING 1350 (10) 10d 70 TRUSSES. (6)tOd TO 575 575 j rER(YIANW..ir1 FHILLIP- SEALENT SSTL SPEC'S AND 905.3.EUGTC2 (20) 1Od # TO STUDS & (2) 10d TO PLATESo tU TiussEs 6aod ro 965 ROOF/WALL 5HEATHING - ATLASCOLLATED NAILS UGT15 (20) tad 1350# (10) d O 3965 3 TO STUDS & (2). 10d TO PLATES -- � IN THE PLANE OF THE WEBS APPLICATION SIZE TYPE SPACING REMARKS HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S 3/4" ROOF SHEATHING 3 x .148" Sd SS. ROOF - 4" SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS MAY BE USED IF STRAP SIZE, GAUGE AND n K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. b' Notes: I. Where more than one strap is used, multiply the uplift capacity by the number of straps. Example: • of straps 2D Mark 2x124011os = 2480 [be uplift capacity 2. The uplift For each truss/girder is less than or equal to the uplift capacity for the Specified anchor. N 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'300 I68). CThis means that p., 4. All truss to wood connections to be MARK I, unless otherwise noted, y3 any. unmarked trusses have an uplift range from I to 1415 b t d / 5/8" WALL SHEATHING 2 I/2" x .131" RING EDGES - 4" SHANK ALL ROOF / LUALL SHEATHING NAILED 4" O.G. NOTES: I: HAND NAILING MAYBE USED IN LIEU OF POUIERDRIVEN 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 SPEC'5. 4.. ALL FASCIA MATERIAL SHALL BE HAND FRAMER 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe au 6Utu e w engineers approval. - I GABLE ENV TRUSS (IF APPLICABLE). I, SEE ROOF PLAN PROVIDE I/W SPACMG �•. AT PANEL EDGES APA 40/20 3/4" PRE-ENG. WOOD TRUSSES EXPOSURE 1. C-O PLYWOOD SHEATHING a 24" O/C (SEE ROOF PLAN) G14 GENERAL NOTES B PROVIDE 2x4 BL KI • �\� � \�\ ALL PLYWOOD SEAMS \ I2 F7m I BETWEEN IST (3) TRUSSES �`� (D —LATERAL BRACING IF D NAIL SEAM m/ 10d • 4' O/C `� REQUIRED (SEE TYP. TOP 'JF BEAM EACH SIDE OF SEAM �`�\ + ® WALL SECTION) 225m TOP OF BEAM' 80 NAILING SEHEDULE (BLOCKING DIAPHRAGM) _EL. *341-D Y 1/16" SPACE AT Q EDGE NAILING 106 • 4' O.C. EL. 34'-0' PANEL ENDS 0 INTEIII IATE NAILING 10d • 4' O.G. © BOpi�RY NAILING 10d • 4' O.C. III END BLOGKNGs ® CoFMR NAILING 10d • 4' O.C. - / BEHIND FASCIA \ ..1, III I , CES-11 CES-ll CES-1 I I I CE3�I3 1 BOND BEAM OR ■ ■ . ■ 1, lot:: .i ■ ■ + ■ li . .:i ■ ■ .!i.I _ TOP OF BM..:: �::: ■ ■ ..... � ■ TIE BEAM (SEE - i,, TYP. WALL SECTION) EL. 36'-8� - ! OTM ®34'-0" 111 ---I'I 0 p1 J __ _ _ R }�00� SI---1�AT1--� 11�1Cs .4TT� T aET�. I L U I I f I ' N.T.6 ._®.,_. `. I. \ GE3 I■ \ III I I I I ; i I I I I I I I I I I I I. I I III I ',. I I I I I 1 I. _III / �. II I i� III I I L. I I I I I. I I I I I I I I III II I I I I I I all IIj�� fII I � ♦ III. .�, III I _ `.. 1 I PANEL GRADE FRAM'G. TRUSS SPCG. :MIN. PANEL THICKNESS NAIL SPACING COMMON NAIL SIZE REMARKS a DIAPH. BOUNDRIES a OTHER PANEL EDGES ROOF APA RATED I Exp. I 2'-m" MAX. 3/4l' MIN. 4" a ZONE 1,2 4" m ZONE 1 lociUNELOCKED DIAPHRAGM uNo. ON PLAN 411 a ZONE 3 4" a ZONE 243 APA RATED TtG GLUE AND SCREWED UN.O. ON PLAN 2 3 4 Z 0 z r♦N♦ rM1\ H (� n IW N N, I m n n �m N ►-�� MU �0 I �a 0 H �w z x O V) ZZ MrS<. Nm a * U U M aLd 7Z n N Ld D a m In J ur N a 0 ,1 kw d N fj c J a 3 vt o U m V 00, I �`a H 3V) E !"I LU s a _Z 44 V I.I z a 0 M LU M WV W " Z 4 a N 3u F W D < 0 — 1ry z v Z z d D� �0 Ua H Q F J �6g k. Zia ZyLL Z ";8 '2J `o h o sip Q -g1g G LL- I r ni _Z Ec o CD LL •y C l� I I i• Q I � O I, I h� Z H �\ I1 fia r�U C) U E ' ^ J O I C I 00 Ln W k T- Cn MOH Drawn by.. Ht/N 11 Project No. C rl Cadd File NO.: f DATE CD. REVIEW 01'-15-i6 Sheet No:PV i s 9�� 9 +1 3 4 f L1 [ a 1 FIRST LEVEL 0 3 I 4 6 7_ 0 1 ELECTRICAL LEGEND g ELECTRIC METER 1 0. ELECTRIC PANEL QI A/C DISCONNECT ® 240 VOLT RECEPTACLE OUTLET a, .DUPLEX DUPLEX OUTLET - HALF SWITCHED WP. nCr WEATHER PROOF DUPLEX OUTLET W� GFG.L Q TELEPHONE JACK r. TELEVISION JACK CENTRAL VAC. HOSE OUTLET &0 WALL SWITCH 3 i! �s 41P 3-.WAY WALL SWITCH u -64* 4-WAY WALL SWITCH (� k -64" DIMMER WALL SWITCH 0 PUSH BUTTON SWITCH i } Yl WALL OR CLG. MOUNTED FIXTURE J. BOX JUNCTION BOX FULL CORD FIXTURE ® RECESSED LIGHT FIXTURE V.P. ® VAPOR PROOF RECESSED FIXTURE r� FLOURESCENT LIGHT FIXTURE 4cpl FLOOD LIGHTS p1 EXHAUST. FAN ® SMOKE DETECTOR �' OT THERMOSTAT 8T SPRINKLER TIMER INTERCOM K/P :SECURITY SYSTEM KEYPAD MOTION DETECTOR 0 CHIME f 2 r Z m �' 0 y:Q V.I. w0 N 0 < �� Q 0 3z . NZ XQ �u m,aw U a W 0 a o m N L H m W N � J 1 N M w c °� In ja o' a N E LULU =, rT- wO Z H-Z P W h J w Q u dF- 3U z0 �7 <o Z Z O F '0 „o 5 F � � S U — U C/-) � z os rysF G W .48 W z az 65 � E`S oil Ley FO momomwo Q -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP4L THE LOCATION SERVICE, AND SHALL LOCATE THE METER 4 PANEL AS REQUIRED. r�rll z -ALL ELECTRICAL WORK TO CONFORM TO THE 2002 NATIONAL ELECTRICAL CODE TT�� v1 V CD -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, W U L (PROVIDE OPTIONAL GAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) E3 A -ALL BATHROOM AND GARAGE OUTLETS TO BE G.F.C.I. TYPE. - 20 AMP. CIRCUIT O -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH z AND FIRE RATED BY ELECTRICAL CONTRACTOR. p -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE 5IV AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 40" AFF 00 1 RECEPTACLES 12 AFF Ln TELEVISION JACKS 12" AFF LLJ - ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR t� TELEPHONE EQUIPMENT INSTALLATION. [, o awe by MON VAd -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. �r Project No. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC Cadd File NO.: UNIT CONNECTIONS WITH HVACCONTRACTOR PRIOR TO INSTALLATION. -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POLUER AND 'LIGHT. 7' „ DATE r3 -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED GIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. CD. REVIEW 01-15-16 PERMIT SET 02-04-16 -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.) rl Sheet No: I a YLEM GENERAL NOTES of --sheets E' 14 15 16 M L K H L U C 2 3 �5 ELECTRICAL LEGEND g ELECTRIC METER p ELECTRIC PANEL OI A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF BWITCHED GFGI. WP. WEATHER PROOF DUPLEX OUTLET Q TELEPHONE JACK TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET - 44 WALL SWITCH 44' 3-WAY WALL SWITCH 44. 4-WAY WALL SWITCH 54R DIMMER WALL SWITCH Q PUSH BUTTON SWITCH { } 7-3zz- WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX 1 JUNCTION BOX PULL GPRD FIXTURE RECES@ED LIGHT FIXTURE VF'. VAPOR PROOF RECESSED FIXTURE F—I FLOUR@SCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAU@T FAN O SMOKE DETECTOR O THERMQSTAT ® SpRINKIER TIMER INTERCOM SECURITY SYSTEM KEYPAD �Y MOTION DETECTOR CHIME 12 3 TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 Im 3W MOUNTING FLUSH POLES: 40 14 15 16 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.IJC. 10,000 ELECTRICAL PANEL 'A' BRKR WIRE LOAD (W-) DESCRIPTION CKT.P CKT.P I DESCRIPTION LOAADD (WJ WIRE BRKR 40/2 •B 1,500 A.H.0 1 W/ I-EATSTRIP 1 2 A.C. COMPRESSOR 01 N/Cm "B 30/2 3 4 20/2 10 1200 INLINE WATER HEATER (GAS) 5 6 OVEN Deco % 40/2 � B 20/2 10 1200 C0MTOP (GAB) 9 10 WATER HEATER 45W 10 25/2 II 12 20/2 10 2500 DRYER 13 14 SUB-PNL B 12,225 % 60/2 15 16 20A *12 1200 WASHER 11 18 IRRIGATION PUMP 3500 12 25/2 20/I 12 1200 JACCUZI PUMP 19 20 20A "12 O LAUNDRY LIGHTS 21 22 W.I. RECEPT. 0 014 20A 20A 12 O GF.C.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20/1 012 1200 FREEZER 25 26 DRYER 2500 10 20/2 20A •12 W.I. RECEPT. OUTSIDE 21 28 20/1 "12 1200 WASHER 29 30 WINE ROOM 1500 M2 20A 20/1 •12 SPARE 31 32 SPACE SPACE 31 38 39 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE 50 A, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 60 AMPS NEUTRAL FULL MAINS M.L.O. AIZ. loom SUB - PANEL B (GENERATOR OPTIONAL) BRKR WIRE LOAD (W) DESCRIPTION CKT.P CKT! DESCRIPTION LOAD (WJ WIRE BRKR 20/1 12 O GF.I. RECEPT. GARAGE 1 2 GF.C.I. RECEPT. BATHROOMS 0 12 20/1 15/1 14 M. BEDROOM 3 4 DEN /GUEST 14 15/i M. BEDROOM 5 6 DEW GUEST M. BATH LIGHTS 1 B BEDROOM 02 M. BATH LIGHTS 9 10 BEDROOM *3 KITCHEN LIGHTS II 12 LIVING ROOM 20/1 12 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 12 1200 DISHWASHER 15 16 DISPOSAL 1200 12 20A 20A 012 1200 GARAGE DOOR OPENER 11 18 MICROWAVE 1200 412 Z0/1 20/1 12 SPARE IS 20 SPARE 40/2 13 1,500 AH.0 02 W/ HEATSTRIP 21 22 AC. COMPRESSOR •I e0� 5WC '8 30/2 23 24 SPACE 25 26 SPACE 21 28 29 30 IQ ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(B) A Q GEN LIGHTING ( 3400 SF ® 3W/SF) • 10200 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS let 10-0 K.W. a 100% 10.0 REMAINING K.W. a 40% 16.5 38650 = 1610 amp. A/C HEAT STRIP w 65% 12.15 240 V. 38,650 K.W. 2.6 W/ 1.8 NEUTRAL IN 3/4" P.V.C. 3-02/0 COPPER IN 2" PVC DK200 MAIN COMBO �� M O 200 NEUTRAL 3 UAC, 1.01 ❑0 2 AMP e�PDRYIE • T G METER MAIN FEED 1HROU W LUGS BLANK BLANK Im FILTER 200 100 �4M1= A' 1P PNL SUS ,4 PNL 22000 I I A I C QLG. 10 000 UNDERGROUND TO FP4L TIE-IN LOCATION 04 COPPER GROUND TO 5/8x8' GROUND ROD 4 COLD WATER PIPE 4 FOUND. STEEL NOTE: ALL FIXTURES IN CLOSETS TO COMPLY 111 NEC 410-8 ELECT ICA A-1 THIRD LEVEL G14 GENERAL NOTES 1 4"=1 '-0" 5 6 7 8 9 10 11 12 3 15 9 , u z 0 Z N n _ �Q w ��� N 0 -m �m C O n y0 iY � Zv NZ pX 0 �U D N>° a W U. Ln V96 ) a o w J j t` yj a t+ N L m m W n N i 7 �� f`!\ M 0NO nN m a A h K 0 � h a P 0 0 li W� I— z v o wU Z w r rl � U J � A Drown by. MAN HYN Project No. Codd File NO.: Pyl Sheet No: q--1000 A of 6 s n I Y I TOP BARS 36x DIRK L MI BOTT. B I�LS7°T� J 3 LI L2 L3 — NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR �1 STEEL PLACE LNT N.T.S. n K n COls L 4 N.T.S. TOP GONT. BAR5 5F2L.GE AT MIDSPAN ONLY A5 REQ'D "G" BAR "D" BAR 0.30 L2 OR L3 — 6REATk 030 LI 030 030 LI OR L2 U OR L2 J GREATER CxFEATER 0125 0125 0125 - 10 . _'Lii'.#vP�:.,+av'=sR�•T3.Gcirt.�v . w .. 3r%" METAL PLATE T.S.COLUMN TOP 4 BOT. SEE PLAN FOR SIZE AND LOCATION 3%" VERT. METAL (25 a.) STUDS * 16" O/C INSUL. AT SELECTED AREAS 4 TYP_ BETWEEN COND. 4 1/4" FILLET WELD UNCONDITIONED SPACES ALL AROUND STEEL VERIFY w/ CONTRACT COLUMN (BOTH ENDS) 1j2" GYP. BD. OR : :n 112 M.F2 (GREEN) GYP D_ 10" x 10" x 3/4" STEEL AT WET AREAS BASE PLATE W/ , (4) 5/6" x 6" EXP. BOLTS 08 FRAMING BREW FROMTRACK m TO STUDS TYPICAL )q"X I i" TAPCON a 24"D.C. SLAB INTERIOR WALLS TNT R W — L 7 T.S. TO CONIC FLOOR L-10 NON BEARING WALL N.T.S. N.T.S. "E" BAR GANT. L SPAN LI BOTT. LI L2 5OTT. BOTT. GONT. 61 B GONT. GONT. 611 MIN „B' BAR MM 6" BARS MIN CANTILIVER SPAN L LI L2 ~ L3 ' " 2-E/8"O T+-IRU BOLTS EACH TRUSS. (TYPICAL U.N.O.) 1i4" STEEL TOP IE w/ 144" FILLET WELD ALL AROUND T.$_ COL. )TE, '-IRIFY FINAL DESIGN 4 SOLT HOLES �D LOCATION WITH FINAL TRUSS ENGINEE NOTE: "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN UNLESS 'D BARS FROM ADJACENT SPAN ARE GREATER OR "Co 13AR5 OR "E" BARS ARE REQUIRED G-7 BEAM RE I NFORG I NO W = #STIRRUP� ND N.T.S. 500 - 05 cLo-ow N.T.S. 2/44 - n HOOOPS i HAM REINFORCING DETAIL 4 T.S. TO GIRDER CONTINUOUS BARS EXTEND TO WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS m SEE SCHEDULE I AT CONTRACTORS OPTION, PROVIDE CORNER BARS SAME SIZE 4 NUMBER A5 BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD S06 ACI HOOKS 4 LAP BARS 48 BAR? EACH LEG. STANDARD SO' ACI HOOKS J;:� L _ NOTE: AT BEAMS W/ CONIC COLUMNS BELOW 4, HOOK BARS DOWN INTO COLUMNS 4 LAP 0 VERTS D-7 CORNER BEAM NTS FOOTING SIMILAR SIMPSON LTS12 STRAP NAILS TO BACK OF LEDGER W1410d NAILS *0 W/4d NAILS TO TRUSSES 7-2x6 LEDGER W/ J'k3" TARCON AT 6" O.C. STAGGED ® (TYPICAL TOP AND BOTTOM) `— To TRI N LUS26 W/ d NAILS NAILS T0IRUSSES t 410d NAILS TO LEDGER A-7 LEDGER DETAIL N.T.S. AT ROOF TO CONCRETE WALL 5 6 7 8 9 HN 4-5/8"0 WEDGE ANCHOR mim All RM2RPT' m=wlr BUCKET FOR GIRDER 3"0 TPRU BOLTS TRUSS. CAL UN.O.) a DEL TOP fL' w/ '44" FILLET WELD ALL AROUND T.S. COL. NOTE: VERIFY FINAL DESIGN 4 BOLT HOLES AND LOCATION WITH FINAL TRUSS ENGINEER G-10 N.T.S. A-12 NTS. BUCKET SEAT ELEV. VARIES SEE PLANS 2"xb" JOISTS AT LANDING AT 16 " O.C_ Alk ELEV. +0'-0" FINISH FLR PLA�` 14 STANDING SEAM M$TAL ROOF — OVER 300 FELT, TIN TAGGED TO APA 40/20 5/8 EXPOSUI;E I ATTACHMENT PER MANUFACTURE SEE ANCHOR SCHEDULE a ROOF PLAN FOR TIE DOWNS COPPER C DRIP EDGE TOP OF BEAM VARIES (SEE ROOF PLAN) 2x8 RS. CEDAR Ix2 ROOF EDGE. CEDAR . DECORATE OUTLOOK--/ SEE ELEVATION P.T. 1x3 FIRESTOP CONT CONT. RE -BAR TOP OF BEAM VARIES (SIFE PLAN) CONC. TIE BEAM SEE BEAM SCHEDULES a," STUCCO ON 8" CONC. BLOCK OVERLAP VERT DOWELS MIN. 4'-8" (SEE FOUND_ PLAN FOR. SIZE 4 LOCATION) 1 1/2" RECESS FIN. GRADE 5 16 �- FRE-ENG. ROOF 2X6 T415- SSES ®. 24" O.C. SPRAY 6" FOAM R-20_ INSULATION P.T. Ix3 FIRESTOP CONT. 8"xl2" CONC. 71E BEAM w/ 4-45 m CONT. UN.O. R-1O FOAM INSULATION R-9 MASONRY CORE FILL INS 1/2" GYPSUM BOARD ON P.T. Ix FURRING . 24"O.C. F/F 8" CONCRETE HOLLOW CORE ---_'i---a---------- DROP CEILING HEIGHT VARIES '/2" GYPSUM BOARD ON P.T. ix FURRING ® 16" OG. WOOD BASE s FRANGIBLE SLAB ON GRADE WITH FIBER MESH JOINT SLAB € TO BREAK UP INTO 5' 85MARE MAXIM 1 SEGMENTS. (SEE TYPICAL SLAB NOTE SHT A-32) x.�• xxj xx.x^ x GRADE BEAM CONCI;FtTE PILING SEE PILING PLAN a> F14 TYP, WALL SECTION 1 /4 1'-0'" 36" HI. GUARDRAIL W/ PICKETS EQUALLY SPACED TO REJECT A 4" SPHERE (TYPICAL) 2ND �I �,—PROVIDE FIRE STOP AT MIDPOINT OF EACH RUN OF STAIR NGI I X SPRiC:E OR 3/4" CDX. PLYWD RISER 211 X 12" S.Y.P. STRINGER 3/4" 5-Y_P.02 PROVIDE FIRE STOP AT MIDPOINT OF EACH RUN OF STAIR TYPICAMIL,fiar,k, DETAIL 12 13 14 15 Z ° Q W d 0i W" 0 In MR IL H d4 u U, M a 0. y N q J M,»C 11-1 cN Ja K o P Lo 0, x t, E a; A u E �u a j w w a - II Q LL Lm e6' 3 � m Z 0— ¢ Z ? - Z a Rp h :E h 0 s1 119 1 4§ M W F $ P =E� rz O z v� U o WW no r 4 �.L.j = J E_ p Fes. (Z") C7 Z v, j O N w oo c^) V) of --sheets A L G W a C� 4 �Q J C 00 C N 7'4� mr L 2X8 LEDGER TTOM BEARING 7'4" 4'8" T /D M g 14 v z,_D» M5:j TRUSS DETAIL. 00 N in G 5' 60' a ¢ ¢ < < ¢ ¢ ¢ ¢ ¢ Q ¢ ¢ ¢ ¢ < ¢ ¢ Q ¢ ¢ ¢ a ¢ 9 U U U U J1A U U m J3A J3B 00 0 Y x IV J1 V r •. IL I R I FINI IFRA-k NA I ` `• 7' ' CV N CV CV ZV cV CV N cV N N N cV N 5' 4'8" 64' Do In A l I I%%f W%# 111601.. N /"l11.. =0 FASTENERS OR ATTACHMENTS ARE THE RESPONSIBUTY OF THE COKtAa= GF RIM 9'6"A. F.F 12'A.F.F 34'A.F.F 36' 8"A. F. F A.F.F A.F.F A.F.F A.F.F A.F.F A.F.F ATOR, TRUSS DESIGNER NOR THE PLATE MANUFACTURER. ERECTORS ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE ING ERECTION BRACING WHICH IS ALWAYS REQUIRED, TO IT TOPPLING AND DOMNOING DURING ERECTION k VENT BRACING WHICH MAY BE REWIRED IN SPECIFIC ATIONS. TRUSSES SHALL BE ERECTED AND FASTENED IN A HT AND PLUMB POSITION. TRUSSES SHALL BE HANDLED WTH VIABLE CARE DURING ERECTION TO PREANT EXCESSIVE AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER APPROVAL OF THIS LAYOUT IS REQUIRED BEFORE ANY 'WITH YOUR SIGNATURE YOUR ARE GIVING W. KOST NC. IO BULD THESE TRUSSES AS THEY ARE 940WN ON THIS CALIAN IROVAL 2 WEEICS PRO TO AUTHORIZATION TO BUILD AND T. STILES PEET PE#49200 — CA#27788 404 S.W. CAMDEN AVENUE STUART, FL. 34994 PH.(772)223-9883 / FAX(772)223-9502 ROOF & FLOOR TRUSS SYSTEMS V b �1111IIItli 4175 MARTIN HIGHWAY M CITY 9 �� ee PHONE: 772-286-3700 FAX: 771-288-4234 �,•``�`�s �� Tees'' JOB INFORMATION COASTAL CONSI �T�TE ;�\ MONTMFFROES`. R OF ,, SITE 58 WATERSONG SAINT WCIE COUNTY 1/4-4-Op ATUCKER 1 OF 1 9 16 "loll■111111111101111111 ID111.11.. Illaill III I Illall■ ■ Ir ■ E3E1) RM 2 5E) RM •^ M ' If r1 y�)_��p 11� 1CrC 0—11 ■ � LL AIR y� I L J 0 r. V .fit pay{ 41�J#gf 31 + .3� + 0„ �12 L.O / OFFICE 2 18 I i3 I 1141 II °`.a VG A ■ _. t w o? I (ID) M ,e.� �acz7 - ' ✓i Z. — r W --- I 7 - I Cd.c10 KITGI w ------------ ZLA LIyINCx�00M 4 V I - 10,40 t I I I i I I I I [114" # -"-_ - --_.__ j ✓7iZ . i� A Q I i I I I i I I I I I - ■ ■ SECOND LEVEL RETURN I DUCT r SUPPLY DUCT A.H.U. I PRIMARY L�RAIN DRYWALL STAND UANni [:D DETAIL �a --- ------------- ._...m___...:...._- __.:._ . ' t I. 51=DRM r Z `4. (Z - will ■ TH I LG. Via �� ■ 1111 IIlIIII*I[[=mIII I 11111111 lie wX I I I I I I I I I lei THIRD _.. V E L _I I FAH GUARD �,muc,w'•w,w. v.... LOW WLTAOE ELECTRICAL POWER SUPPLY REFRRLERANT OUADE CONNECTM cDE. fRlN70 -. COA/PRESSOR ACCESS PANEL C r VALVE IrWLCRETE DAD__. RAW INTERAL17gNAL HLIIRRONE HdA DQNRS — HURRICANE RE -DOWNS WITH 1-1/2- TAPCON SCREWS WTO SLAB, % I2 % 314' SCREW INTO CASLW (TPPJ INSTALLED PER caDE CONOENSOR c+oa / ERTION NE N U REFRIGERANT LIQUID LINE AIR COOLED CONDENSING UNIT SLAB MOUNTED N.T.S. IIIICJ ®IIII E o13 011111111101111 l�®I�IIIIIII� ■ � � �LLL11� .> I � I I f\ I OOPI I _ z Jn I .I al lollIN - - - -- -- - - -- I AC- 1,2 EQUIPMENT SC EDk } ;, MFG CARRIER 3112 TON C.U. - CA16NA0420OG A.H.U. - F84CNP061 L HEAT -10 li; TOTAL CAP. - 42,000 ELECT - 208-230-1 BRKR CU- 35 AHU-60 REF. LINES - 314 & 318 S.E.E.R. -16.50 rz•.Ai4 Of. . •_ P i rz FLE X 5FAGE i Lzwz I 2 IG7 • �, I [/ I I � ■ BATH TGXC?U ` ■ I •_ F_-T_-1 4 � b 3h 1 x 4gzS ., • 6 }A� ( 1 i A, f'V' f A' ' �, j A NI vi ,i di 4 J, kp■ ma3 y`h,.A`c"4- ¢r Sp,..:. 1643 DONNA ROAD WPB, FL. 33409 - 5 6 1— 6 8 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 772-8'78-7577 No. Revision/Issue Date ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. NEW RESIDENCE FOR: 1 TES RE` S ENCE WATERSONG, ST. LUCIE COUNTY, FL