Loading...
HomeMy WebLinkAboutBuilding Plans15 16 1 2 3 4 6 1 8 9 10 11 12 13 14 AttOPA TENERS OR ATTACHMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR Of RECORD 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 N TIONAL B �DING CODES AND I ;XPOSURE ND LOADS CALCULATED PER ASCE 7-10, FOR WIND LOAD OF 170MP "D" K THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS 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 ` J CONNECTIONS. AND SEPARATE OWNER CONTRACTS 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 H FOUNDATION NOTES G E I C I TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. OF 18" ABOVE CROWN OF ROAD OR ABOVE FLOOD CRITERIA. 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 6" THICK 3000 PSI CONCRETE REINFORCE SLAB WITH GRADE BEAM & PILING ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED COMPACTED (2500 SF) FILL CONCRETE NOTES: CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 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 PLANS. 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 IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR 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. SITE 53 WATERSONG, Sl',, LUCE, COUNTY, FLORIDA, CONSTRUCTION NOTES AND SPECIFICATIONS MASONRY NOTES: ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL - MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND SHALL_ BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS, MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2010 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - f'm PSI 1500 FOR MASONRY - 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED, TEST THE MORTAR WITH THE SAME FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. GLASS BLOCK: ALL GLASS BLOCKS REINFORCING HAS BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2010 EXPANSION STRIPS TO BE PLACE PER MFR. SPECS FRAMING: TOP EI=V. OF 3EAMS & PLATES ARE AS NOTED ON PLANS. FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE M N. Fb=1000 F.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL. Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE F.B.C. 2010 AND OR F.R.C. 2010 COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMM I --TEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS @ 4" O.C. AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2x4 WD. STUDS AT 24" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. WOOD TRUSS NOTES: ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 180 MPH WINDLOAD EXPOSED "D" ATTACHMENTS,TO STRUCTURE TO BE DESIGNED FOR 170 MPH EXPOSED "D". ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED 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 SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. FIRESTOPS 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER EIGHT FEET. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS, 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CASE OF APPROVED METAL CHIMNEY INSULATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD OF FIRE. 6. CONCEALED ATTIC SPACES SHALL BE AS PER F.R.C. 2010 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES IN THICKNESS. NAILING SCHEDULE SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. ROOF SHEATHING NOTES: ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER OVER TWO OR MORE SPANS. PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL MANUFACTURER PLANTER WATERPROOFING: APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. INSULATION ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-30 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. DOOR AND WINDOW NOTES: ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF F.B.C. 2010 FLORIDA RESIDENTIAL CODE 2010 CATEGORY I - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDVS. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. EGRESS WINDOWS SHALL P OVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN HEIGHT, 5,7 SQ. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABO` _ THE FINISH FLOOR AS REQUIRE BY THE F.B.C. 2010 EDITION FINISH NOTES: WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302.9 OF FLORIDA RESIDENTIAL CODE 2010 EDITION. MIRRORS SHALL BE ANCHORED TO STUDS WHEN I XCESS OF 9 SQ. FT. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. TILE, CARPET FINISH SELECTED BY OWNER. THIS STRUCTURE HAS BEEN D5,SIGNED AND 140(15WEI) FOR COMPLIANCE OF � FDC i 6tr6.1.4 FOR ON CAP THE FOLLO'1i�Cl'NG: INTERNAL WIND PF1IrS5uRE l 3v wINDBORNE DEL3>FiRIS PROTECTI014 ST. LLT rE. (74LrN"TY 33LTIr.PING DIVISION REVIFWk,0 FOR XP N,QFr IMPACT RESISTANCE GLAZING {Irsl.i REVIEWED BY �f� DATE _ - D ��,�t�-A� PI..ANS A\'D PERMIT MUST Rf KEPT ON JOB OR NO LNSPECTION WILL BE Mt1DE. SYMBOLS - DETAIL NUMBER ABV. ABOVE K. 0. KNOCK OUT DETAIL REFERENCE 2 ACOUS. ACOUSTICAL LAM. LAMINATE A-2 SWEET NUMBER AC. AIR CONDITIONING LAV. LAVATORY ADJ. AFF ADJUSTABLE ABOVE FINISH FLOOR LBH LEFT EHAND s ELEVATION NUMBER AHU AIR HANDLING UNIT LTG LIGHTING ELEVATION REFERENCE al SHEET NUMBER ALUM. ALUMINUM LOC. LOCATION ALT. ALTERNATE L.W. LIGHT WEIGHT ANOD. ANN. ANODIZED ANNUNCIATOR M.O. MASONRY OPENING SECTION NUMBER AP ACCESS PANEL MFTR. MANUFACTURER SECTION REFERENCE A5 SHEET NUMBER APPROX, APPROXIMATE MAS. MASONRY ARCH. ARCHITECTURAL) MAT. MATERIAL ROOM REFERENCE 1(d2 ROOM NUMBER AT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL DOOR REFERENCE BF BOTH FACES MTL. METAL 3 DOOR NUMBER BLDG. BUILDING MIN. MINIMUM BLK. BLOCK MISC. MISCELLANEOUS BLKG. BLOCKING MTD. MOUNTED WINDOW REFERENCE O WINDOW NUMBER BM. BEAM MUL. MULLION BOT. BOTTOM N.I.C. NOT IN CONTRACT B/O BOTTOM OF N.T.S. NOT TO SCALE NOTE REFERENCE REFERENCE NUMBER CAB. CABINET N0. NUMBER CPT. CARPET O.C. ON CENTER REV15ION REFERENCE REVISED 00/00/00 CI CAST IRON O.D. OUTSIDE DIAMETER CK. CAULK 0.F.C.I. OWNER FURNISH C-C CEM. CENTER TO CENTER CEMENT CONTRACTOR IN TALL C� INFORMATIO"N' CER. CERAMIC OFF. OFFICE CT CERAMIC TILE OH. OPNG. OVERHEAD OPENING CLG. CEILING OPP. OPPOSITE FLORIDA BUILDING CODE, EDITION 2010 CL CENTER LINE PL. PLATE NATIONAL ELECTRICAL CODE - APPLIGABLE EDITION CLR. CLEAR PLAS. PLASTER AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION CL. CLOSET PLYWD. PLYWOOD CJT. CONTROL JOINT PLAM. PLASTIC LAMINATED OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE CMU CONCRETE MASONRY UNIT PR. PRCST. PAIR F&STER CONSTRUCTION TYPE : TYPE V, UNPROTECTED, UN5PRINKLED P.S.F. SQUARE FOOT CONST. CONSTRUCTION P.S.I. POUNDS PER SQUARE INCH BUILDING DE5INGED AS: ENCL05ED CON. JT. COL. CONSTRUCTION JOINT COLUMN P.T. PRESSURE TREATED BUILDING WEIGHT: LESS THAN 60'- " COMB. CONC. COMBINATION CONCRETE PNL. PANEL--------- MEAN ROOF WEIGHT: 0 3T-10"° CONN. CONNECTION RAID. RADIUS BUILDING EXPOSURE: tic) it CONT. CONTINUOUS RADN RADIATOR, RADIATION WIND PRESSURE SPEED: ASCE CHAPTER 1.10 - ll0 MPH CONTR. CONTRACTOR R. RISER CTSK. CFL. COUNTERSUNK COUNTERFLASHING REINF. REVS. REINFORCE REVERSED (3 - SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD: 20 LB PSF CRS. COURSE RH. RIGHT HAND DP. DAMPROOFING READ. RM. REQUIRED ROOM ROOF TOP CHORD DEAD LOAD: 16 L.B. P5F BOTTOM CHORD LIVE LOAD: 10 LB. P5F DECOR. DECORATIVE R. 0. ROUGH OPENING DTL. DIA. DETAIL DIAMETER S.C. SOLID CORE BOTTOM CHORD DEAD LOAD: 10 LB. P5F DIAL. DIM. DIAGONAL DIMENSI N SCHD. SEAL. SCHEDULE SEALANT , �. FLOOR FLOOR LIVE LOAD TOTAL : 40 L.B. PSF DI F. DITTOSEF SEC. SERV. SECTION SERVICE FLOOR DEAD LOAD TOTAL: 10 LB. PSF IMPORTANCE / USE FACTOR: 1.0 DR. DOOR SHT. SHEET DBL. D.F. DOUBLE DOUGLAS FIR SHTH. SIM. SHEATING SIMILAR MIN_ SOIL BEARING FRE-56URE: PILING FOUNDATION DN. DOWN S.O. SHUT-OFF BUILDING CATEGORY: 2 D.S. DOWN SPOUT SL. SLIDING SHUTTERS: NOT REQUIRED (IMPACTED GLA55) DWG. DRAWING S. SOUTH D. DRAIN SPEC. SPECIFICATION QUARE ATION SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. EA. EACH S.F. SQUARE FOOT IMPACT RESISTANT ASSEMBLY: YES E. EAST SST. STAINLESS STEEL COMPONENT 8 CLADDING: YE5 EMER. EMERGENCY STD. STANDARD ENG. EL. ENGINEERING ELEVATION STL. STOR. STEEL STORAGE CONTINUE LOADED PATH PROVIDED: YE5 ELEC. ELECTRICAL STIR. STRUCTURAL EQUIP. EQUIPMENT SWS SWITCH DED AREA TABULATION EST. ESTIMATE(D) SYM. SYMMETRICAL EXH. EXHAUST _ EXP. EXPANSION T. EXT. EXTERIOR T.C. TOPOFCURB EXIST. EXISTING TEL. TELEPHONE E.J. EXPANSION JOINT TEMP TEMPERED FIR5T LEVEL = 290 5F F.O.F. FACE OF FINISH THK. T&G TS&E AND GROOVE 5ECOND LEVEL 1115 5F F.O.M. FACE OF MASONRY T�B TOP & BOTTOM = THIRD LEVEL - 16015F. F.O.S. FACE OF STUD T 0 TOP OF F.H. FIRE HOSE TC TOP OF CURB THESEPL,A AND ALL PROPOSED WORK TOTAL UNDER AIR 368(0 5F. FP. FIN. FIREPROOF FINISH TW T.O.C. TOP OF WALL TOP OF CHIMNEY = ARE SUBJ CT TOANY CORRECTIONS D FLOORFLOOR T.0.FR. TOP OF FRAMING REQUIRED FIELDTHAT F FLG. FL. DRAIN FLASHING FLUSH T.O.L. T.O.P. TOP OF LEDGER f; .'�� RE oo F P �OPLE� E E SAR I ORDER TO � COVERED ENTRY = 13,5 5F. FLUR. FLUORESCENT T•P PA�� HOL mwT �,L � LI RDLECODE "'' COVERED PATIO = 33(0 5F. FT. FOOT/FEET TYP. TYPICAL _ -- y BALCONY = 5(00 5F. FTG. FOOTING UL. UNDERWRITERS LABORATORY FLEX SPACE - 642 5F. U.O.N. UNLESS OTHERWISE NOTED GA. GAUGE UTIL. UTILITY MECHANICAL DECK = 50 5F. GALV. GALVANIZED GB GRAB BAR VB. VAPRO BARRIER GARAGE. = 511 5F. GC. GENERAL CONTRACTOR VNR. VENEER GL. GLASS VENT VERT. VENTILATION VERTICAL TOTAL UNDER ROOF 5,812 5F. OR. GRADE GYP. GYPSUM BOARD W.F. WALL FABRIC WP. WATERPROOFING WC. WATER CLOSET HWD. HARDWOOD W. WATER HEATER HDGTW.. HARDWARE EIGHT W/0 WI TH WITHOUT �IHTG. ADRWI " I D E X HEATING I V H.M. HOLLOW METAL WD. WOOD HOR. HORIZONTAL WT. WEIGHT - H.B. H.C. HOSE BIBB HOLLOW CORE A1.1 COVER SHEET A5.5 BUILDING SECTIONS & H.S. HAND SHOWER SYMBOLS PLUMBING RISER A2.1 SITE PLAN & DEMOLITION HVAC HEATING/VENTILATION A6.1 ROOF PLAN AIR CONDITIONING & AND A3.1 PILLING PLAN INCL. INCLUDE ANGLE A3.2 SLAB PLAN A6.2 ROOFING PLAN IN. INCHLATION Q AT AE.1 ELECTRICAL PLAN A4.1 FLOOR PLAN INT. INTERIUR Q_ CENTER LINE AE.2 PANEL SCHEDULES JB. JUNCTION BOX 0 DIAMETER OR ROUND A5.1 FRONT & REAR ELEVATIONS # POUND OR NUMBER A5.2 LEFT ELEVATION AS.1 DETAILS SHEET A5.3 RIGHT ELEVATION A5.4 DOOR & WINDOW DETAILS & SCHEDULES Z ® 4 Z -_ 0 Smod• N �N p3,) pg K3 0 ® a V)F !7 Of mJ I Lm I 0 a • ®W r ® v(® C. ®Fr ozv CX F- ® V)Z N cv O x ® � rc N® a� -- m � g V UM w k a M o w w m :3 O w a � m mLn W � mM � R 00 w h a \ a 10 Lu Lu Z_ ci Z M Lu � M J Z Vt J sZ �0 V V) Z ® `0 U 0 H a F W ��s W Q § c/5 �i Q rz� r F < G W 3a 9 r `z az -� E ` Na I % - 0-5 -01 �o 1 r 1 �I E Sheet No: of --sheets r,% B A 1 12 3 4 5 6 1 8 9 10 11 12 1 13 14 1 15 16 E Sheet No: of --sheets r,% B A 1 12 3 4 5 6 1 8 9 10 11 12 1 13 14 1 15 16 1 2 3 4 5 6 8 9 10 11 IN L C I I IQ Q � 10 I Q �=n V 0 1 1y E � ^ 00 � I0 W D <K I C 01 00 CxD Jz�� Q 0 w z Q ~ m QK� (_0> 0 N v� o �z 0U' LLI z0 �E)w Q J� LL 0 W N n 00 iO 0 OII O N z Q F 7 C0 Y Ln LLJ NC CKRe Cn 0 N — N .I to CK FY Re "'M �-` - LO LqLO LO LoL 0000 7r 8 2 2'y WATfg5ONG f 1 U.34 WAY m 00 CO O I r d- N in r N f� TOP OF &ARA&f- `- �A FN �0 pK i "PIL ING; SbUUUN �U� ILLUS 11w,A I I Vt i'"L11�1" V5�5 UINL I I �86 I I I I 05T- 2 (VACANT) FND 5/8" IRC LB 4286 O n I 4'X5' CONC TRANSFORMER N I I POWER PADS CATV - I PEDESTAL S 6 5 °31 ' 3 6" W MAXI'%"l-PERPENDICULAR DISTANCE FROM 1968 CCCL = V-132'-3" N 11115;42.9337 • •• - 8962 .973 BETE 7 r- I 8.00' NAVD LLJ 00 I d LAJ ________ N 6.50' NAVD (VACANT) -5 O 1 O ■ ----- 1 [ _'__PHONE , — - N65031'36"E IN F . - S IR_ E LOT 53 LOT 54 (VACANT) i I I I 127.00' � I I ' LJ I I r I _______--______ Q I I �1� Q � L cn I 01 ___JI 0 I cn it 1 40'-0" i SET BACX I i 'I I OLD COADTA' ■ _______ _'_ __ 1 CONSTRUCTION '-------------- I CONTROL LINE I (PLAT BOOK 19, PAGE 8) RECORDED DECEMBER 12, 1978 �W 127.00' I I I I I t I N69°59'46"E J . 69.00' F� �NR � jSQ R, 6S cM z N N � T �0 N I 00 CD T I 99 FIND 1/2" IR&C PRIM LB 7545 0.23' E, 0. 10' S I I ' N 00 N �I N z O O O EXISTING 14' PLASTIC FENCE f A^ O (.��PN a ITS) 1 ' 1 I �K I 286 /Rc O 00 C)o rTi 12 13 14 15 16 NOTE: 51TE PLAN 15 FOR LAYOUT PURP05E5 ONLY. COORDINATE- WITH 5URVEY PLAN FOR ACTUAL D IMEN51ON5 IF ANY D15CREPANGIE5 NOTIFY ANNAM CORPORATION. I I I I I 98.25' �W 1 I IW Iw Iz 10 ILA I w l0 10 I z I 0 �Iz 0 I q- I 0 Im I - ED�jE OF VEGA11ON "¢EACH I DUNE" I I I I I I I 1 I 111.65' I I I I I I I I I � I APPROXIMATE SEASONAL HIGH WATER LINE ELEV=5.33' NAVD 1988 i� FjV 70'52 N'51 "E R�66 C�j 61.67' LOCATION MAP NOT TO SCALE LEGAL_ DESCRIPTION Being all of Lot 53, according to the plat of WATERSONG P.U.D. Plat No. One, as recorded in Plat Book 42, Page 34 of the Public Records of St. Lucie County, Florida. APPROXIMATE MEAN HIGH WATER LINE ELEV=0.52' NAVD 1988 LOCATED NOVEMBER 06, 2012 MEAN HIGH WATER LINE WAS DETERMINED BY INTERPOLATION BETWEEN TIDE POINTS 100888 AND 100889. 72.57' 0.00' ELEVATION NAVD 1988 58.93' A-1 SITE PLAN 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Q Z 0 - • Z ��m W M r1,N _ V)a rnM�� Q W U �` I 4N N 0 <a oww.. 0 'm 8fC a 0z NzLU rc ZO ix x C N �w NOa�+ 0 m U U °n M a o M N 14 _ D w a N+ � x � a p o D m °° m In W n g N M n N ID C-4 ilk w `; d r K �w 10 N �M ] M 0 sz Q 0 �a N ey so Q 0 r CO H �p IL5c Q Zy ° Z r3 F C w �$IL ao it (J l r A Z oo< E`o $o« 0i 5 '9 1�c O AZ O Ml..+ O ,., K tx W Imo' O o A< W Q W DLJJ E"y cn MON E HVN DATE DESIGN PROGRESS 03-20-13 DEP. SUBMITTAL 04-10-13 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 Sheet No: of --sheets C A C, 1 I „ , „ . n I /AII . I I , „ , 1 1 1 I: ` I 1 'I I III I BRICK PAVER STEP—, I I 1 DATE DESIGN PROGRESS O4-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 10 1 `I 12 13 14 15 16 Illlt,� z . . AUC�ERGAST PILES: (3) #6 TOP ��® z W' N Im m - GENERAL: AU6ERGA5T PILE5 ARE PLAGED BY ROTATING A GONTINUOUS FLIGHT HOLLOW 5HAFT '� ~ , N BEARING WA #4 -B12" x4'-0" -a 12" O.C. Q W wo '` N AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALL BE PUMPED WITH — 6" CONCRETE SLAB �— 0 ' (3) #5 TOP Z BAR TYPICAL 90 DEGREE NOOK f- � o r.P SUFFICIENT PRE55URE A5 THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE w ro" CONCRETE SLA a ®W E; . GOLLAP5E AND TO GAUZE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS #3 6 12" STIRRUP U.N.O. � 0 � � m v� ZONES OF THE 5URROUNDING 501L. A HEAD OF AT LEAST 5EVERAL FEET OF MORTAR ABOVE i 0'-0'' FINPLOOR SLAB THE INJEGTION POINT SHALL BE GARRIED AROUND THE PERIMETER OF THE AUGER FLI&HTIN6 AT 1 �2 MIN. COVER �� � ®� No ox ALL TIMES DURING THE RA151NO OF THE AUGER 50 THAT THE HIGH-5TREN6TH MORTAR HA5 A z No aLL D15PLAGING AGTION REMOVING ANY L005E MATERIAL FROM HOLE. THI5 METHOD OF PLACEMENT 5HALL BE U5ED AT ALL TIME5 AND NOT BE DEPENDENT ON WHETHER THE HOLE 15 7r _ U U 4u 5UFFIGIENTLY 5TABLE TO RETAIN IT5 5HAPE WITHOUT SUPPORT FROM THE EARTH FILLED AU6ER. cD H1614-5TRENGTH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTURE / M w OF PORTLAND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED A5 TO ` #4 w 12„ EW PROVIDE A MORTAR GAPABLE OF MAINTAINING THE 50LID5 IN 5U5PEN510N WITHOUT �— (3) 06 BOTTOM �r APPREGIABLE WATER GAIN, YET WHICH MAY BE PLAGED WITHOUT DIFFICULTY, AND WHICH WILL #3 w 12 ° U.N.O. LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL.- FILLER #-1 PILE DOWEL MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERGENTA6E OF THE PORTLAND #� PILE DOWEL (3) *ram BOTTOM GEMENT AT THE PILING GONTRAGTOR5' OPTION. THE MATERIAL5 SHALL BE 50 PROPORTIONED A5 TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE GOMPRE551VE 5TREN67TH OF EE SCHED 4,000 P51 AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE 5ET OF 2" GU5E5 — 48 14" AUGERGAST PILING EE SCNEp 14'' AUGERCAST PILING FOR EAGH DAY DURING AUGERCA5T PILE5 ARE PLAGED. A 5ET OF GUBE5 SHALL-- GON515T OFui 2 GUBE5 TO BE TESTED AT I DAY5, AND 2 GUBE5 TO BE TE5TED AT 28 DAY5. TEST GUBE5 1211 a51 5HALL BE MADE AND TESTED IN AGGORDANGE WITH A5TM GIOCI, WITH THE EXGEPTION THAT THE w � o a MORTAR SHOULD BE RESTRAINEDFROM EXPAN51ON BY A TOP PLATE. L � m , m m in rn � Ll GRADE BEAM 4 L 1 GRADE BEAM 2 W� am N.T.S. AT ELEVATOR PAD N.T.S. AUGERGAST PILE - 14" DIA x 25 FEET LONG TYPICAL - N N OD GF;i�AFDE E3,4S C � D L. L W/ • 1 x 20' (EXTEND 15" INTO GRADE BEAM.) C AND 4-•5 BARS W/ 03 HOOPS a 10" O.G. FROM PILE m Li K REINFORING DETAIL ® q 5_ MARK SIZE(WxD) BOT TOP MIDLE #3 TIES DESCRIPTION NO. CUT OFF TO 15' FEET BELOW SURFACE. 8" CONCRETE CONC.OR MASONRY DESIGN CAPACITY - 30 TONS. ALL SHALL BE (2) #4 '1 #4 �12" x6'-0" 18" O.C. _ a I COLUMN C13 IN ACCORDANCE WITH A.C.I. 545-54 (FL.PERIMETER) BLOCK WALL h TRANSFER STEEL `-" q' ' A MATCHING DOWELS G5-1 24" x 30'' (4) *r1 (4) #'1 (2) #5 6" O/C TYP. EXT. WALL r/ OVER INTERIOR x 1u 11: 41• 8 BAR DIA. MIN #4 eIS" x4'-0" 'm 12" C.C. GRADE BEAM (3) #5 TOP o a- �1 11 W/STD. NOOKS # 24" x 24" (4) #6 (4) #6 (2) #5 8" O/C - L13 90 DEGREE HOOK - # � � GRAD q1' Il- (�) 6 TOP EACH WAY GB-2 (3) �1 TOP 9I • II. W/ 18" HOOKS TYP.ENT I RE ® W �, _ „ „ „ „ PERIMETER (2) #5 MIDDLE Z l - GB_3 18 x 18 C3) #5 (3) #5 — 18 O/C GARAGE 6 STEP G1 (-I) % BOT EACH WAY � _ BEAM AT rq < I I W/ 15" HOOKS GB-4 (3) 05 (3) *5 (2) #5 LI #3 al 10" U.N.O. p r�� v J a 1 < . � , t - � 0 18"x24" 8" O/C STOP SLAB #4 � 12' Oii Z #4 „ 12" EA WAY \ , 1 11/2„ MIN. COVER W E A .WAY 1. a IQ 1 ® cn �M `�' :I 6' CONCRETE SLAB _, w O J #3 STIRRUP z �v ` (EXCEPT GARAGE) 6' CONCRETE SLAB v I p - C4)#6 AT LONG WAY PILE CAP HOOK �'I 12 U. FG -1 36 "x80"x20" # — — G4 `� C Z (T F) o #-1 PILE DOWEL w I— p (8) ro AT. SHORT WAY BAR AT EACH END (3) #5 BOTTOM �'� FAD REBAR (6)"5 EACH WAY PILE CAP HOOK G4 J 14 14 `r z �O SEE FOOTING SCHEDULE FG-2 48"x48"x2m" — — # , N 3 Lu _ TOP AND BOTTOM. BAR AT EACH END SIMILAR (3) BOTTOM cn #-I PILE DOWEL a. v EDGE BARS ALWAYS Q (4)#6 AT LONG WAY PILE CAP HOOK G4 Z REMAIN.SPACE OTHERS EQUALLY PC-3 36"x72"x2m" 14" IN GERCAST Z U g le g a CU06 AT. SHORT WAY — — BAR AT EACH END SIMILAR EQ EQ. � 48" g„ g„ PILING ' U r m 11 el 14" AUGERCAST ' (6l*6 LONG WAY 2 LAYERS TOP G4 5 PILING 01 5EE WED PG-4 36 x150 x2m (14)'6 SHORT WAY — — AND BOTTOM SIMILAR 18" PG-5 60"x60"x2m' (1�6 EACH WAY 2 LAYERS TOP G4 TOP AND BOTTOM. AND BOTTOM SIMILAR O < 050 G 1 GRADE BEAM 3 G4 ISOLATED P G7 GRADE BEAMSCHEDULES G 1 " GRADE BEAM 1 z �� Z-6 N.T.S. N.T.S. N.T.S. N.T.S. Oy O ®ems l' � a� X Tl'-0" TOTAL LENGTH BLDCx Y $$ 11'-0" T-0" 61_111 „ 51_0ti 51_011 51_011 5, 8„ 5 4, T,_-1„ �,_0„ 1'_011 �. 6'-2" 3'-8" "' i oo< HE CLANS AN ALt,. pR010S D 0� [L o -- PC-5 04 REBAR g 12" C. CORRECT g P C 2 AT PERIMETER TYP.) ARE SUBJECT TO ANY CORREC - ` € - T T f=. r . - PC-3 REQUIRED dY MELD INSPECTOR -� - "; MAY EC SS:A � t C4 ® C' K o � � comp AEU A. �LiC�rS JE I, I w f L.. a' J _- - ---- `=� a I � 1'-6" T-0" 1'-6"11 IF W GB-2 Q �, TH CD IGK CONC. SLAB w/ IS BARS t fj w So ■ . 610'' C.C.IL VAPOR — G EACH WAY ON 6 E BARRIER OVER TERMITE � � GB-3 TREATED WELL COMPACTED FILL ev ° m o �0 m ncmi) F77 C)MGM 0' 0,, "4.. e BRICK PAVER STEP ® - GB 3 I E—+ D (00 ry ■ ■' . ELEV. -15" GB-3 GARAGE F7 Yf-iCAL i_T --- Drown by: MCH HVN Project No. Cadd File NO.: B 6 -1 5 -0 5 -0 5 Oil 6 0 F ,1 „ 51_2„ 6" 11 0 2 -0 „ „ „ 10 6 -3 8 8 -7 (3-9 T7'-0" TOTAL LENGTH BLDrs 01 Sheet No: A A-4 PILING PLAN 1/4 11111= i ®" of --sheets 1 2 D 4 5 6 7 8 9 10 11 12 13 14 15 1� 2 2 4 5 6 7 FOUNDATION NOTES: MATERIALS: N I. FLOOR SLAB TO BE 6" THICK POURED GONGRETE SLAB WITH REINFORCEMENT AS 'kIONN ON PLAN ON 4 MIL V15000EEN VAPOR BARRIER ON WELL TAMPED SAND FILL. 501L TO DE: TERMITE A) PORTLAND CEMENT: PORTLAND GEMENT5114ALL CONFORM TO FEDERAL 5PEGIFIGATION5 TREATED PER LOCAL GODE. 55-G-I92 OR CURRENT A5TM STANDARDS, DE516NATION C150. 2. GONrRE I SHALL CONFORM TO AGI 31&/&3 AND SHALL HAVE 3000 P51 GOMPRE551VE 5) MINERAL FILLER: FIR: MINERAL FILLER SHALL BE FINELY PONDERED 51LIGEOU5 MATERIAL NHIGH 5TREN67H IN 2b DAYS. MAXIMUM SLUMP 5", POSSESSES THE PROPERTY OF GOMBININ6 THE LIME LIBERATED DURING THE PROGE55 OF HYDRATION OF PORTLAND CEMENT. 3. REINFORGIN6 5TEEL SHALL BE A" 615 GRADE 60 AND HAVE THE FOLLOWING MINIMUM GONGRETE COVER FOR GRADE BEAMS: BOTTOM 3", TOP 2-151DE-5 To BE 1 1/2" GLEAR. COVER G) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND P055E551N6 CHARACTERISTICS NHIGH WILL FOR SLAB TO BE 3/4" MIN. INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, A5615T IN THE DISPERSAL OF CEMENT 67RAIN5, AND NEUTRALIZE THE 5HRINKA6E OF THE HIGH-5TRENOTH CEMENT MORTAR 4. ALL FOOTIN66 SHALL BEAR ON NATURAL 501L PREPARED, A5 IN NOTE 5 BELOW. (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, 5REGK5VILLE, OHIO MEETS 5. ALL FILL TO BE GLEAN, GRANULAR PREPARED IN AGGORDANCE WITH NOTE A-F. THESE 5PE61FIGATION5). OTHER COMMERCIALLY AVAILABLE ADMIXES SHALL 5HON PRIOR TEST RESULTS BEFORE APPROVAL. A. STRIP A FOOT OF EXI5TIN650IL FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIAL5 MUST BE COMPLETELY REMOVED. 1)) HATER: HATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOUS AMOUNTS OF 5EHA6E, OIL, ACID ALKALI, SALTS OR OR6ANIG MATTER. B. FILL SHALL BE GLEAN AND GRANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. E) FINE A66RE6ATE: SAND SHALL MEET THE REQUIREMENTS OF CURRENT A5TM STANDARDS, G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. DE516NATION G33. THE 5AND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOU5 AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY b. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL Gow.-,Kt: I E PARTICLES SHALE, ALKALI, OROANIG MATTER, MICA, AND OTHER DELETERIOUS 5UB5TANGE5. IF FOOTIN65/PAD5, LOAD BEARIN6 KALL5,5TEEUGONGRETE/WOOD COLUMNS, HOOP HEADERS, HASHED, THE NA5HIN6 METHOD SHALL 13E SUCH AS WILL NOT REMOVE DESIRABLE FINES, AND CONCRETE BEAM5/TIE BEAMS AND HE16HT ELEVATIONS OF EACH WITH TRU55 MANUFACTURERS THE SAND SHALL 505EGUENTLY BE PERMITTED TO DRAIN UNTIL THE RE5112UAL-FREE M015TURE DRAHIN6513EFORE THE POURING OF CONCRETE FOOTIN65/PAD5 AND SLAB. 15 REASONABLE UNIFORM AND STABLE. THE 5AND SHALL BE WELL -GRADED FROM FINE TO -1. COORDINATE ", MEGHANICAL, E-I EGTRIGAL 4 PLUMBIN6, PLAN5 FOR REQUIRED OPENIN65 IN SLAB. COARSE, WITH FINENE55 MODULUS BETWEEN 1.40 AND 3.40. THE FINENE55 MODULUS 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERGENTAaE5 RETAINED ON U.S. 8. SLEEVE ALL PLUMBING PENETRATIONS. STANDARD 51EVE N05.16,30,50 AND 100. Q. 5EE ATTACHED AUGER CAST PILE 5PEGIFIOATION I �I. ■ ■ G I C B 4` THICK, 2500 1-61 CONC. SLAB REINFORCE WITH GRACE`5TRUX9%` FIBER AT 1-Y2`0 PER CY. FORM ALTERNATE PANELS TO CREAT THE GRID SHOWN. PLACE V EXPANSION JOINT MATERIALS BETWEEN 5LA5 AND VERTICAL MEMBERS. CA6T 2nd PLACEMENT TIGHT AGAINST FIRST EXCEPT FOR BREEZEWAY AND ELEVATOR SHAFT BOTTOM. ALTERNATE; PLACE COMPLETE SLAB, THEN 5AW CUT 3" DEEP ON LINES SHOWN. FILL SAW OUT WITH COLOR MATCHED CONC. GROUT. 111-011 10 1 12 MIXING AND PUMPING OF HI 6714-5TREN16TH CEMENT MORTAR: ONLY APPROVED PUMPING, CONTINUOUS MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING 5TORAC7E TANK OF SUFFICIENT 51ZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOM06ENEOU5 MIX AND CONTINUITY IN THE PUMPIN6 OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A HOMOGENEOUS MORTAR OF THE DESIRED CONSISTENCY. IF THERE 15 A LAPSE IN THE OPERATION, T14E MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE DISPLACEMENT PISTON TYPE PUMP GAPA13LE OF DEVELOPING 0,15PLAGINe PRESSURES AT THE PUMP UP To 350 PSI. THE MINIMUM VOLUME OF MORTAR PLACED IN THE HOLE SHALL AT LEAST EQUAL THE VOLUME OF THE AUGURED HOLE. LOCATION OF PILES: WHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE5167N LOCATION. 511461-E PILES 5HALL BE INSTALLED WITHIN 1 -1/2 INCHES OF DE51 ON LOCATION. VARIATION FROM PLUMB SHALL NOT EXCEED 1/2 INCH IN TWO FEET. ADJACENT PILES SHALL NOT BE PLACED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER CONNECTION BETWEEN ADJACENT PILES HHII F THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE RECORD PRANINC-75 HORIZONTALLY AND VERTICALLY FROM THE COL" GENTERLINE5. SUBMIT THE RECORD PRANIN66 TO THE ARCHITECT FOR APPROVAL. OBSTRUCTIONS: SHOULD ANY 055TRJJGTION (INGLUDIN6 BUT NOT LIMITED TO BOULDER-5 AND TIMBER5) BE ENCOUNTERED NIHIGH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE COMPLETED IN ACCORDANCE WITH PARAGRAPH 1, AND TH15 SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYMENT. IF REQUIRED BY THE EN61NEER, AN ADDITIONAL ADJACENT PILE SHALL BE PLAGED AND PAID FOR IN ACCORDANCE WITH THE 511) BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AU60RIN6 EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE GI Fm� REINFORCED MASONRY G5 0"xi(o" POURED C:CNC:. COL. wl I-*S 0 VERT. COL. Lu/4-% 0 CONT. FILL w/ 3000 PSI GONG. Lu/ #3 HOOP 12" O.G. 122 REINFORCED MASONRY COL. w/ 2-06 0 VERT. 0"x12" POUREDGONG. FILL wl 3000 FBI CONC. COL. w/4-% 0 GONT. 12"xI2" POURED CONC. Lu/ *13 HOOP 6 12" O.C. COL. w/ ro -IS 0 VERT. w/ "3 TIES -s all O.G. E] (,"x ro" WOOD f-05T 31/2"x3l/2'1xl/4" T.S. COL. UJI 14" 05 0 RE5AR THRU FILL wl 3000 F`51 CCNC,. THE POST EACH WAY WITH WOOD WRAP 13 14 1 ` -) 16 PILE CAPACITY. THE DE516N IS BASED ON A MAXIMUM WORKING GAPAGITr OF 25 TONS PER PILE IN GO ION AND 10 TONS PER PILE IN TENSION. PILE: DIAMETER SHALL BE 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE 5)RFAGE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OR GA51N6 OF THE PROPER DIAMETER AND AT LEAST Ib INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (5PEGIiq_ CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LEN6TH). AU6URIN6 EQUIPMENT. THE HOLE THROUGH NHIGH THE H16+4-5TREN6TH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR GONTAININ6 THE GUTTIN6 TEETH. THE AUGER FLI61-ITIN6 SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH No 6AP5 OR OTHER BREAKS. THE PITCH OF THE AUGER FL16HTIN6 SHALL NOT EXCEED 11 INCHES. AU6ER5 OVER 49 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AU67ERGA5T PILIN6 LEADS SHOULD BE PREVENTED FROM ROTATING BY A 5TABILIZIN6 ARM. PILE REINFORCEMENT: ALL PILES SHALL BE REINFORCED WITH 5#5 VERTIGAL REINFORGIN6 BARS WITH #3 TIE5 @ 10" GIG EXTENDINC-7 15'-0" BELOW PILE CUT OFF F1 ElvoATION AND M VERTICAL REINFORGINO BAR AT CENTER OF PILE EXTENDING FUI LENGTH. PROVIDE GENTERIN6 DEVICES FOR REINFORGIN6 GAGE AT 10'-0" GIG MAX. 5PAGIN6. I \----20`X20"X30` CONC. PAD 4'41 Y-411 31-411 3'-411 Y-411 3'-411 T-O" 4'-9" 1'-10" 4'-911 41-611 81-111 101-31, 4'-011 W1 2 -ro T45 EACH WAY �--j`� A-1 FIRST FLOOR SLAB PLAN 1/411= 1 I —Opt 2 3 9 10 12 "z 06 >0 Z ZZ F,- , C4 LO C4 UJ'* IL Cn NW, 0 wo cz .) 'r, a0< G_ ®W a —mSG 0• z LO ui z F_ 0<x WE �! Z C V) z 0 11) 0 [L, L W C-4 DL Ir m U U 0 Li N W o a. 1= rn In L 0 Ln In N N _J TIE BEAM 0 g:: In n F, cO4 - 01 00 ;t :% Cd Li loft M N raw, 10 HOLLOW CONCRETE MASONRY V) UNITS ARE UNGROUTED Lu VERTICAL W z FOUNDATION MEMBER 440 Z z BREAKAWAY WALL CONSTRUCTED OF W 00 UNREINFORCED, HOLLOW CONCRETE MA50NRY UNITS 0 Ito Z 0 u u-, (UNITS NOT TO EXCEED 8" C Z IN THICKNESS). P J 0 D V) Z u �110 u 0 co �:RADE BEAM H �R FLOOR STRUCTURE VERTICAL FOUNDATION MEMBER ECRE5T HOLLOW CONCRETE MASONRY UNITS ARE UNGROUITED BREAKAWAY WALL CONSTRUCTED OF UNREINFORCED, HOLLOW CONCRETE STILLWATER ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). I ' -, GROUND — /— SLAB ON GRADE SEE PLAN E 14 BREAKAWAY IWALL SCALE: NTS. FRANGIBLE WALLS FOUNDATION NOTES: I. FLOOR SLAB TO BE b" THICK POURED GONGRETE SLAB HIII-11 REINFORCEMENT A5 SHOWN ON PLAN ON 4 MIL V15QUEEN VAPOR BARRIER ON WELL TAMFI:0 5AND FILL. 501L TO BE TERMITE TREATED PER LOCAL GOIDE. 2. GONGRETE 514ALL CONFORM TO AGI 31&/83 AND SHALL HAo/E 3000 P51 GOMPRE-951VE 5TREN6TH IN 2& DAYS. MAXIMUM SLUMP 5", 5. REINFORGIN6 STEEL SHALL BE A5TM b15 GRADE bO AND 11-IoNVE THE FOLLOWING MINIMUM GONGRETE GOVER FOR 6RAPE BEAMS: BOTTOM 3", TOP 2"' 51PE5 TO BE 1 1/2" CLEAR. COVER FOR SLAB TO BE 3,14" MIN. 4. ALL FOOTIN65 SHALL BEAR ON NATURAL 501L PREPARED, A5 IN NOTE 5 BELOW. 5. ALL FILL TO BE GLEAN, (5RANULAR PREPARED IN AGGORt?,81AGE WITH NOTE A-F. A. STRIP A FOOT OF EX15TIN6 501L FIVE (5) FEET PAST EXTERIOR BUILDIN6 LINE5, ALL DELETERIOUS MATERIALS MUST BE GOMPLETELY REMOVE) GOMPAGT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIERATCRY ROLLER. G. AFTER EXISTING C7ROUKr_) REACHES MINIMUM DENSITY OF 615%, FILL SHALL BE PLAGED IN TWELVE (12) INCH LIFTS AND COMPACTED TO ACHIEVE. APPROVED (4:5% MODIFIED PROCTER BEFORE NEXT LIFT 15 ADDED. FILL SHALL BE GLEAN AND GRANULAR, FREE FROM DELE7T1;ZIOL6 MATERIAL AND HELL 6RADED. E. VERIFICATION OF TEST FOR MODIFIED PROCTOR AA5140-14$0 SHALL BE FILED HIT11I BUILDIN6 OFFICIAL. b. GENERAL CONTRACTOR SHALL BE RE5PON511AIT= FOR VERIFYING LOGATION5 OF ALL CONGRETE FOOTIN65/PAD5, LOAD BEARING KALL5,5TE11,"NGRETEA1O0D GOLUMN5, HOOD HEADERS, GONGRETE BEAM5/11E BEAMS AND HE16HT EL : VATION5 OF EAG14 WITH TRU55 MANUFACTURERS PRAV41NC75 BEFORE THE POURING OF GONGRF. 'E-- FOOTIN65/PAD5 AND SLAB. GOORD'NATE A/G , MEGHANIGAL, ELEGMGAL 4 PLUMBING PLANS FOR REQUIRED OPENIN66 IN -7. SLAB. b. SLEEVE ALL PLUMBING PENETRATIONS. Q. SEE ATTACHED AUGER GAST PILE 5PEGIFIGAi ION 1 14 6 z 0 F= 0eq 50 a. 1< 8 xz�, _J :2 2! m Qua 2 .n z Z Ec� 1— 0 8-a s O 0, cr_ CD CL.H 25) C5 'En V) (D 7 U) uJ ............. uJin Drawn by; MOH H\/N Project No. Cadd File NO,: DATE DESIGN PROGRESS 04-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 Sheet No: of --sheets F E D C I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1Y N M L K J H N.T.S. F C i (2R. 1.2" +TR = + 7.2" 24 TO + 10'' = 25) 24.4" HEADER OR 00 GIRDER TRUSS 2x TREADS / RUG E NAILED AND / SET IN MASTIC FIN. FLOOR / / 2x12 STRINGER / P.T. 2x4 BOT. PLATE OR APPV'D EQUAL. C 5TA I DETAIL NOTE5: 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 HEIGHT 42" MINIMUM A Z A-1 1 2 ---------------------------- ■ ■ ■ ---------------------------- -_ 0 9i_311 - — Im I J CABANA (Icaa ; 2' 8" r, L—SPIRAL STAIR PROVIDE SHOP DWG. ■ I■ STEPS WITH BRICK PAVER (TYPICAL 9 3) I a a I a a a I COVEfRED PATIO a a a a a a a a a a a � a Q a a a 0 I � a Ica FIRST LEVEL 2x(c SAFEGUARD TOP 1/4" GOUNTERSUN< LAG SGRELUS (1 EA. PICKET) 0 z n ZO LL 0 Z 2x2 PICKET SPACED TO 0 REJECT 4 DIA. BALL. N O Q (VERIFY UJ/ OLUNER 1=0R STYLE) <r (Y 0 TREAD --- 1/4" COUNTERSUNK LAG SCREUJe 0 EA. PICKET) STAIR STRINGER 5TAf NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST FLEX SPACE 5T01P,,4GE IT-2" 1 m4 ALL WALL PARALLELL TO SHORE LINES SHALL 5E FRANG15LE WALLS 6'-4 1/2" 10'-2" II'-6 1/2" 41'-6" 11'-011 I, WC 311 6zl I L I I I 311 C C LAY O LAY. 211 C 3„ 18 211 MASTER SUITE s° �J �AT1�2 WA TYPES ��� ~I�" nW. aINK,I`�I SINK WASHER THESE PLANS AND ALL PROPOSED WORK ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH i W 1 SIDES OF 3 5/8" METAL STUDS @ 24" O.C. 211 I I 0 ARE SUBJECT TO ANY CORRECTIONS BY FIELD INSPECTORS THAT OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ® G cn EUIRED � � G al ll iG I T :BEN I slNc 3 SAY E NECESSARY INORDER TO ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON LAUNDRY a4 COMWI " WITH ALL APPLICABLE ClODE K" BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 �r 211 II 11 BATT. INSULATION. ONE HOUR RATED PER F.B.C., EDITION 2001 (SEE PLAN FOR WALL SIZE) ILAV. 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON G LAY. 3 EXTERIOR & 1/2 GYPSUM BOARD ON INTERIOR OF 311 2a uic NOTE: NO GYP. BD @ INSIDE OF CHIMNEY11 2x 6 STUDS @ 16 O.C. W R-11 BATT INSULATION.1_1C~' „ Sal q-mmONE LAYER OF 1/2 GYPSUM BOARD ON 1 x 2 P.T. CABANA \ �,4TI 3 a r WOOD FURRING @ 16 O.C. W/ 4.2 INSULATION ON s f INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" 5,4TI� V II -� o CONCRETE BLOCK. \ l 311 5/8' STUCCO ON 8" CONCRETE BLOCK, 311 \ GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" �a LAY. c wc HYDROVENTING CALCULATION: )��>C�IJE5TATI� I LAY. PER FEMA.: 1 5F GROUND FLOOR AREA WILL PROVIDE ISQ. INCHE OF VENT \ �' �" REQUIRED: TOTAL 632 SF = 632 50. INCHES WC \ �O PROVIDED: (4) 24"x8" = 16S SQ. INCHES _ 1 ?� 4I1 SHAFT ENCLOSURES SHALL HAVE 1 HR FIRE RATING (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO TOP OF THE FLOOR / CEILING A55EM5LY BELOW TO ID3 THE UNDERSIDE OF THE FLOOR OR ROOF 5LA5 ® / / VERIFY W/ MANUFACTURE FOR ACTUAL OPENING 1'-911 NOTE 6 W1 e O 1' —111 l�l 6'-6 1/2" 6'-10 1/2" Iml ENTRY ' 11/2 X. RAIN DROP IV SLOPE TO 2" o 2411W. S"H. H1'DROVENT S A50VE FLOOR LEVEL (TYPICAL 9 4) 22' 10" GASAGE SLOPE 2" NOTE FILLED CELL COLUMN MAX. 32" SPACING v I a a a a a a a a I � I 1 a I a I a i I I 4'_2a1 I I I a ■ e ■ 1' 0" 6'-101, 1' maa 4'_8I1 23'-6" cn \ 311 POUJDEF, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR Of RECORD E' 3 PLUMBING S E R DIAGRAM 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 -o S. ALL FIX GLASS SHALL BE 1/4" THICK (U.N.O.) N ro. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 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 (0.40 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 0. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG. 2010_ 13. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ABOVE GARAGE: TO BE SEPERATED BY NOT LESS THAN S/S" TYPE "X" GYP. BD. 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 3sa2.9 OF FLORIDA RESIDENTIAL CODE 2ralm EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-�m2.3 "� 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-702.4 1 1 EAT EKING AND TERMIT RE v 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED T IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE: A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, S.7 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44'' ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAIME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTICON -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. A 14 GENERAI- NOTE) FAI z •® ZW 0 WC MN M o OJ S a lilts on cn p� M W U /! log M N W a: ® SJ ® ® a OLd ems. IS CL ®� �o ® z zv cv O x 0 D �® a� u U� M w . a .� tl �w o a �� :) m m m L X n ®"� m In „; � n N %4h co m �w r\ J niit ftft Q K w 10 w Z U) r* Z M LLI 0� M �I D In 0 ++ww MiZ sZ �0 Z 10 ® �0 oQ 0 3: ra y a Z ZZ o Q�U O 00 0 �_7 - � era aC® seU CD =•< I +J +' Z O0< p LL E a 1— 0 0 0 .• ® d a o r � `�•/ (D O J - e z Q 00 o Cr w c-3 W v E z 0 en Of I— W D in TE SS O4-30-12 1 06-29-12 EDEFT. 04-30-13 06-30-13 IEW 09-21-13 Sheet No: of --sheets K 12 2 3 0 5 I 7 IL 12 13 _M L K C a' LCG-1 A-1 1/4 of= i $ _011 SECOND LEVEL 12'-4" 12'-4" "1, —11 NOTE FILLED CELL COLUMN MAX. 32" SPACING 14 15 � WALL TYPES ........... . ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH W 1 SIDES OF 3 5/8" METAL STUDS @ 24" O.C. OR 2 x 4 STUDS @ 24" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 2 x6 OR 2x 4 @ 16" O.C. W/ R-11 BATT. 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 3 EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16 O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ONE LAYER OF 1/2 GYPSUM BOARD ON 1 x 2 P.T. 4 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, h 2, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" M15C. NOTES- 1. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER E TUB ENCLOSURES SHALL BE TEMPERED 3. GLA55 OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LE55 THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4_ ALL BATHROOM FLOORS 8 BASES SHALL BE IMPREVIOU5 MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (U.N_O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK WITH 2x4 50LID RABBETED JAMB, 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. 2(o GAUGE (0.45 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LE55 THAN 20'' IN WIDTH, 24" IN HEIG1HT, 51 SOFT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATINCa MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY E WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. I� � yfr,i `• '�< aaqq g THIRD LEVEL G 14 GENERAL NOTES "I Z� I - 0 1 1 15 C z • • zW ® ((1�j Fro 5 _ V a N20)M Q W U L, n l �N O V ..r m 0 a ow m io.. � e � a 0 z V)o Zv 0 N pX V) ® W N O alai - U U n° M a w u (n 41 0 a M t M to w a � m t�� too r P N 10 ® W z Z Zz M W � M � C0 v0 V� r1 o O n rc�g U .� it 0 —� Z o o2o r3 F C� e00 s�U CD0 0 z d2 I —J oOt Ls— E� o - I 0 0 i 0 e-0 c o � w" o CK J Z J A� t/7 wLO LO LLJ V) Drawn t , mcc) H HVN Project No. Cadd File NO.: TE SS O4-30-12 1 06-29-12 FBID 04-30-13 06-30-13 VIEW m 21-13 Sheet No: of --sheets C i 16 a 1 I 2 3 4 5 6 7 8 9 10 11 NEOf F CLO; SEAL BA WATE:F,PF ME:MBF L uioioinGE :E 5 V. CRIMP COPPER. ROOFING 5 V. CRIMP COPPER- ROOFING 2(o GA. GALV. METAL = VALLEY FLASHING w Z D S FASTNER AT 12" O.C. COMPOSITE SHINGLES Q L-1 HIP / RIDGE COVER K ELEVATION 1IATERIAL5 KE�'NOTE SYMBOL DESCRIPTION O COPPER ROOF O EXTERIOR WALLS W/ 5MOOTH STUCCO J 3O 12" SQUARE COLUMNS O RAISED STUCCO BAND 8 SURROUND O DECORATE SILL 8 HEADER O6 ALUMINIUM LOUVER O DECORATIVE SHUTTER OS DECORATIVE GONG. SIDING LOOK H O G 5/g" STUCCO ON SELF-FUF E ' 3/g" RIB METAL LATH ON OVER TIE BOTTOM OF Tf 0 C A A-1 1/4 "=1 1 W/ 2" STAPLES (MIN. 13/4" TRUSS AT EVERY RIB g (SEE F.R.C. 2001 SEC. R1 (TYPICAL FOR ALL SOFF REAR ELEVATION 3/4'' GDX PLYWOOD SHEATHING — STUCCO _-26 GA. GOPPER. COUNTER FLASHING DETAIL SHOUJN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT COPPER "L" FLASHING ---- NEOPRENE SPACER ROOF CLIP 5 V. CRIMP COPPER. ROOFING L-4 VALLEY DETAIL L-7 FLASHING DETAIL L-10 N.T.S. N.T.S. N.T.S. :0 BAND 0 12 4 TOP OF BM 4-l'-8" NAVD 12 13 ATTACH RAILNG FLANGE TO HOUSE W/(2) 5/10"xl 1/2"TAPCON5 2"x2" ALUM.TOP. BOTTOM 4 VERTICAL RAILS (VERT. 6 40" O/C MAX) 3/4"x3/4" INTERMEDIATE �__ VERT. 0 4" 1/2 O/C 4 FASTEN VERT.RAILS TO CONC, SLAB ALUM. SHOES FROM RAIL 1"fFR UJ/(4)5/16"x 1-1/2"TAPCON5 RAIL ATTACHMENT NOTE: VERIFY W/ OWNER FOR RAILING STYLE TYP. 1_0MIN ■,_ •• •, own �11 1111 1111 1111 � � FRONT ELEVATION 12 14 14 15 2 A5.1 EXTERIOR TRIM PROFILES MEAN ROOF PEIGPT TOP OF Brt� +44'-0" NAVD 1T4OF 3rd FLOOR j +34' - (I " NA\/D ` nd LEVEL CLG. LINE `+32'-0" NAVD 6 TYP. 5 TYP. l TO OF 2nd FLOOR 6 +20'-&'' NAVD BM. OF FLOOR a +18'-0" NAVD -- — -- 2 TYP. TYP. _ 0 �, TOP OF GROUND FLOOR a +S'-m" NAVD TOP OF GARAGE +ro'-5" NAVD AND SLOPE 2" FRONT 15 16 16 1\ L z •• Zw 0 _ zZ ` WM MN a Y! Q F W0, N lox v..n 0 C� Ca oWra.. < • '-m �m �. 0 3 No Wv ~ w NZ OQ Uiw 0 Noa=.w ]� m U U n M W M a o w ;L y l41 p a In m N w N wed � i is In _ N M 0. n N 00 �a* M ftam mw K _j10 ; �w .. to OW z Z too N LV M J 00 z 0_J y }z I.- '10 E 0 �Q w °C to 'O �m H g 0 L1 (J z Z$ r3 F ` a o_a L1J � r aZ L�J E c o X r o r, F CD - Az Ce i V1 U W LAJ U E w J G9 z 0 Aa 3 ro� w LO rA U) Drawn b MOH HVN Project No. Codd File NO.: DATE DESIGN PROGRESS O4-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 BLOC DEFT. REVIEW 09-21-13 LOWER M. ROOF NGT 4' 10-OB-13 C low Sheet No: ASA A of --sheets 3 4 5 6 g 9 10 11 12 13 14 15 16 1 2 ` z ®® o z W � F VATION MATEfR AL5 <EE 'NOTE _ 1 �� -- SYMBOL DESCRIPTION a N N 1 COPPER ROOF O ( a 0 W �,. 0 ® m v10 - EXTERIOR WALLS W/ SMOOTH STUCCO ! 0 Ld O K U) -.10 I 0 a O3 12" SQUARE COLUMNS Vd W n 0 0_ LL m O RA15ED STUCCO BAND 4 SURROUND t> u O DECORATE SILL E HEADER 0 ALUMINIUM LOUVER M M O DECORATIVE 5NUTTER DECORATIVE GONG. 51DING LOOK SO K H G TOP OF TIE BM. No" STUCCO ON SELF -FUR 3%" RIB METAL LATH ON I OVER THE BOTTOM OF TF W/ 2" STAPLES (MIN. 13/4" E TRUSS AT EVERY RIB g / E' (SEE F.R.C. 2001 SEC. Ric (TYPICAL FOR ALL SOFFI C 11 k fw! > AND SLOPE 2" ia FRONT t% LEFT ELEVATION 2 4 5 6 7 8 9 10 11 12 13 14 15 I z Wa. M 0 \\ w V) W o a W 7 w < � r m J ® Ln r t R N W i Raft® a ® ®J ry T 10 �V of UU- S Z v F- 10 �u r0 ca ®o F C� 0 cj v;� Z$ C� Oro o$F C .110 ao� s®U L.L1 ®® < t w�Z ®J O O < W E__ o.. O O r + L DATE DESIGN PROGRESS O4-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 51-1)(1 DEPT. REVIEW n-21-13 LOWER M. ROOF HGT 4 10-08-13 B Sheet No: A5.2 q, of --sheets 2 3 4 I 5 6 8 0 10 11 12 13 14 15 1 �> K J H E C B m NE RIGHT ELEVATION «; , A. DALL 'R r )N SELF -FURRING ,L LATH ON FELT )TTOM OF TRUSSES S (MIN. 13/4" EMBED INTO ERY RIB Q 4" O.G. TYP. )01 SEC. R10)3.6) ALL SOFFIT) e z ® • • Z Z �m W�N � M10) a,H to, NCn I Q wU N K I �° U ^n d Oy< mre W 0 13 vm Nz �v 0 It ~ O NZ OPio Q U U. q® IY Li EL W 0 Q Li� Li 0 1\5y�vy V � � Q a A� le LO W ►q Z V J z U IL J - �® D W z ® .o V 0 0U F 0 CL $1 Z � a ®® U ® a+ O toooo IL \� 2 C L p � Wp yCA Z ®C 0 Q C C IF S_ O V � Y ®v C O V 4 0 I � J -- LI_ IrT\1 z � o v w cn 0 :R� cn w w va Drawn by: MOH HVN Project No. Cadd File NO.: TE GRESS O4-30-12 T 1 06-29-12 SET F 04-30-13 06-30-13 REVIEW 09-21-13 OF HGT 4 10 08 13 Sheet No: of --sheets 4 � (D I ? 8 g 10 11 12 13 14 15 16 2 3 ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPGON TO GONG. 1/41' x 3-1/4" LONG TAPGON TO CONC. ATTACHED DOORS WITH 2" #12 SREW ATTACHED DOORS WITH 2" #12 SREW DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. ATTACHMENT c4� O Q ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR M 2x6 PT. TO CONCRETE WALL WITH Ix6 PT. BUCK ATTATCHED WITH iv 1/2" DIA. EXPANSION BOLTS 1/4" x 3-1/4" LONG TAPCON TO CONC. +_ 'a 16" O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" #12 SREW x SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM CORNER L L-1 N.T.S. K cx1. aIUL,L GONCRE BLOC SOLID GRO 1/2" D EXPANSION BOL AT16"O 6" EN TREA' 2x6 NAIL H D OH01-02 H-1 N.T.S. C E CONCRETE MA£ STUCCO FINISH CONT. SEALANT ANDERSEN CASEMENT LUINC AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. OPENING ATTACHMENT DOOR RECESS DOOR STOP DOOR_ SEE SCHEDULE DOORTRAGK BY DOOR MFR. GARAGE DOOR JAMB RING 'SUM BOARD BACKED �N DOD BUCK BEAD DSUM BOARD :ALANT ISPACE � D-1 CASEMENT WDW. HEAD N.T.S. NOTES: BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. C GONT MARBLE e IN GROUT I GONT. SEAL B' 5/8" GYPSUt ON Ix P.T. R-42 FOIL INSULATIOi` A A-1 N.T.S. 1 ANDERSEN CASEMENT WINDOW /4" SHIM SPACE FONT. SEALANT 2 "x P.T.WOOD BUCK " RAISED STUCCO BAND REINFORCED WITH sAL V.METAL LATH :ONCRETE SILL GAP CASEMENT WDW. SILL AT CONCRETE WALL 4 5 6 MK 5IZE LOCATION T''PE no (2)3680 FRENCH ENTRY DR (t) 10 (2)2880 FRENCH FLEX ROOM lID3 (2)2880 FRENCH FLEX ROOM lID4 2MO FRENCH STORAGE lID5 2880 FRENCH CABANA lID6 2880 FRENCH CABANA lID1 16'-0"x8'-0" OH. GARAGE 108 16080 SLDG GS DR FLEX SPACE O 2IDI (2)2880 W/ TRSM ABV BED ROOM 20 16080 SLDG GS DR LIVING ROOM 0 2ID 2850 AC STORAGE 301 2880 AC STORAGE 30 12080 SLDG GS DR MASTER BED L 7 8 MANUFACTURE GLAS5 PRESSURE CUSTOM WD SYS. IMPACT +48.1 / -61.4 IMPACT +48.1 / -532 IMPACT +48.1 / -532 IMPACT +45.1 / -53.1 IMPACT +48.1 / -53.1 IMPACT +48.1 / -53.2 RAYNOR +45b / -55.4 CUSTOM WD SYS. 3/16" IMPACT +45b / -502 CUSTOM WD SYS. 3/16" IMPACT +45.1 / -52.4 3/16" IMPACT +45b / -502 3/16" IMpQCT +5156 / -56.0 CUSTOM WD SYS. 3/16" IMF�ACT +48.1 / -53.1 CUSTOM WD SYS. 3/16" IMF ,ACT +46.1 / -50.1 9 PRODUCT PRE55URE ATTACHMENT -10 ATTACHMENT 1 +10 / -10 ATTACHMENT 1 > +10 / -10 +10 / -10 +10 / -10 +50/ -65 +10 / -80 iI ATTACHMENT 2 +120/ -120 ATTACHMENT 3 *10, / -10 +10 / -10 � +l0'I-1ID +10 / -10 IID1 4050 CSMT CUSTOM WD SYS. IMPACT +5110 / -58.2 +61.5/ 61.5 02 4050 CSMT 0 IMPACT +51b / -58.2 +61.5/ -61.5 lID 4050 CSMT lO IMPACT +51b / 58.2 +615/ mlID IMPACT 4ID50 CSMT lO +46.9/ 51.1 +61.5/ -61.5 lID 4050 CSMT 1O +46.9/ -51.1 +615! 401.5 IMPACT z 1Y °OC1 201 2050 CSMT O IMPACT +54.1 / -58.6 +615/ 61.5 2ID2 2050 CSMT (DIMPACT +54.1 / -58.6 +615/ 401.5 2ID3 2060 CSMT O IMPACT +52.9 / -58.0 +61.5/ -61.5 2ID IMPACT +52.9 / -59.2 +615/ 61.5 2ID3ID FIXED TRSM z 2030 FIXED TRSM O IMPACT +52.9 / 592 +615/ 61.5 O Q - Z 20 6050 CSMT WITH 1'-8" O IMPACT +52.1 / -54.0 +61.5/ -61.5 FIXED TRSM 20 2450 CSMT WITH 1'4' FIXED TRSM 0 IMPACT +52.1 / -51.52 +61.5/ 401.5 20 2450 CSMT WITH I'-8" FIXED TRSM 2O IMPACT +52.1 / -57.2 +61.5/ 401.5 2ID (2)1880 FIXED TRSM O IMPACT +54.8/ -583 61.5 210 2250 CSMT WITH 1'41 FIXED TRSM 2� IMPACT +52.9 / -52.4 +615I -61.5 211 2050 CSMT WITH 1'-8 FIXED TRSM 20 IMPACT t +52.13/ -51.4 +615/ 61.5 212 4050 CSMT WITH 1'-8" FIXED TRSM 2� IMPACT +50.1 1 -55.4 - +613/ 401.5 213 4050 GSMT WITH I'-8" FIXED TRSM 2O IMPACT +50.1 / -55.4 +61.5/ -61.5 301 2050 CSMT O IMPACT +54.1 / -58.6 +61.5/ 401.5 30 2050 CSMT O IMPACT +54.1 / -58.6 +613/ 401.5 2450 CSMT (DIMPACT +53b / -582 +(61.5/ -61.5 I 2450 CSMT (DIMPAc;T +53b / -582 +61.5/ -61.5 2050 CSMT (DIMPA(,T +54.1 / -58.6 +61.5/ -61.5 IMPACT 3ID 2050 CSMT O +54.1 / -58.6 +61.5/ -61.5 IMPACT 30 2050 CSMT O +54.1 / -50.6 +61.5/ -61.5 IMPACT 30 2450 CSMT +53b / -582 +61.5/ -61.5 3ID 2450 CSMT O IMPACT +53.6 / -582 +615/ 401.5 310 4056 CSMT (D IMPACT +54.1 / -56.0 +61.5/ -61.5 311 2030 CSMT O IMPACT +54.1 / -50.6 +61.5/ 61.5 312 2050 CSMT O IMPACT +54.1 / -58.6 +61.5/ 401.5 313 2050 CSMT O IMPACT +54.1 / -58.6 +61.5/ 401.5 314 2450 CSMT O IMPACT +53.6 / -582 +615/ 4,1.5 315 2050 CSMT O IMPACT +54.1 / -55.6 IMPAC:T 316 2450 CSMT O +53b / -582 +615/ fo1.5 NOTE: EXIT DOOR THRESHOLD SHALL NOT BE MORE THAN 1112" T O � TEMP. O � NOTES: 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRUCTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW UNITS, 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. A-4 EXTERIOR OPENING SCHEDULE 1/4 11=1'-0" 4 5 6 7 0 8 I 9 ATTACHMENT 10 1 12 15 14 15 16 •' 16 Z� Z S��N m WM10 aIn o, rc � 0F na oWM§Z 4iNZ :Q K 04 1 have revieuied the belOW anal approveb it Engineer of recorob) Name: James l5u5house PE. �ogist�r�ol Engineer 1120311 Structure Engineer of record 51gneol and Sealed PRODUCT APPROVAL INFORMATION (INCLUDING ATTACHMENTS) 51JPPLY BY MANUFACTURE MK 51ZE T4< TYPE FIN. MAT'L f=R,41" IE THRH REMARK5 II i V I vll I i ill /II I � _III I II III I � Ili l I I / II 1 3050 1 3/4" A paint S.C. wd. wood 20. Minutes and provide closer / garage t house 2 2880 1 3/4" A paint S.C. Wd. wood 3 2850 13/4" A paint B.C. Wd. wood ® verify wl elevator contractor for size require. 4 2600 1 3/4" A paint p S.C. wd. wood marble thrh. m bath onl y=il= ° I0IL_lu=�, lili II I u I II 5 2480 BF �� 1 3/� A pa int S.C. Wd. wood 6 2680 1 3/4" A paint s.c. wd. wood marble thrh. ,a bath only UL -- _i I 1 2880 13/4" A paint S.C. wd. wood TEMP. GLASS 8 2880 1 3/4" A paint S.C. wd. wood 9 2450 BF 1 34" A pa int S.C. Wd. wood O O 10 2880 1 3/4" A paint S.C. Wd. wood ® verify wl elevator contractor for size require. 11 2650 1 3/4" A paint S.C. wd. wood marble thrh. a bath only 12 2080 bifold 1 3/4" D paint B.C. wd. wood \ 13 2880 1 3/4" A paint B.C. Wd. wood \ 14 2480 1 3/4" A pa int S.C. Wd. wood J U 15 2480 13/4" A paint S.C. wd. wood 16 2-2080 1 3/4" A paint S.C. Wd. wood 11 2-2480 bifold 1 3/4" D paint S.C. Wd. wood 111 z [L/ O O O ( JJ ) \� 18 2680 1 3/4" A paint 1 S.c. Wd. wood marble marble thrh. 9 bath only 19 2680 1 3/4" A paint s.c. Wd. woodILI 20 2450 1 3/4" A paint S.C. Wd. wood 21 2680 1 3/4" A paint S.C. wd. wood marble marble thrh. o bath only 22 2880 1 3/4" A paint S.C. Wd. wood 23 288ID 1 3/4" A paint S.C. wd. wood 0 24 2-4050 bifold 1 3/4" D paint S.C. Wd. wood 25 2880 1 3/4" A paint S.C. wd. wood ® verify w/ elevator contractor for size require. G 10 N.T.S. 1/2" GYPSUM BOARD ON FOIL BACKEE INSULATION "xP.TFURRING - INTERIOR DOOR & OPENING CORNER BEAD 5/8" GYPSUM BOARD 2 "x P.T.WOOD BUCK CONT. SEALANT 1/4" SHIM SPACE ANDERSEN CASEMENT WINDOW CONT. SEALANT STUCCO FINISH CONCRETE MASONRY UNIT CONT. MARBI IN GRC CONT_ 1/2" GY BOAR FURRIi, R42 R INSULL ANDERSEN FIXED GLASS SYSTEM 1/4" SHIM SPACE CONT.SEALANT ANDBACKER 2 "xP.T.WOOD BLOCKING POURED CONCRETE SILL STUCCO FINISH D 10 FRENCH DOOR JAMB D 13 FIXED WDW. SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR A 10 N.T.S. 10 IN -SWING DOOR SIMILAR DOOR - SEE SCHEDULE NI5H- SEE SG Er)ULE� ALUMINUM SEALANT p . SL_ Of E� I/8" PER FT. .a. o CoMfRESSIBLE FILLER DTH®2-02 rCONCRETE SLAB FRENCH DOOR SILL 11 12 A-13 N.T.S. CONCRETE MAE STUCCO FIN15H CONT. SEALANT ANDERSEN OR EQUAL DOC :RING 3UM BOARD BACKED ON SOD BUCK BEAD 3UM BOARD :ALANT SPACE FRENCH DOOR HEAD 14 ID (L o W 0 W_ o a m in In a m 1 NIn � r M 01 n N 00 m uj I� �w 10 10 y LU W W Z y� N W ixM J 0:) M J yz U s Z �_ 0 �V 3Q �Z .oU 0 m o V / o O < Ir ��8 Sr ~ z_ w [L Z" U O w \ Q ono °'a �7 w �Uj . `a o z nz �14 !^ oV / �^- "`y. Ecw a a w Qo°O'i � .0 08 h� W Iz F--- 00 Z 0 U M� ....... r , w , V) N C-D ram, Z O V) 1 r i wx LO D Drawn by: MOH H\/N Project No. Cadd File NO.: TE FBIDDING SS O4-30-12 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 SLDG DEPT. REVIEW 09-21-13 Sheet No: of --sheets B A I I A 11 v I A-5 SECTION 1/4 1 9­019 2 3 5 I I 10 11 12 13 14 15 16 Z • 0 ZZ 1 5z WW_ NM W a t*'N a. aw 0 —to SG .n 0- 03, 3.: z ej —0 ce F- cq 0 1 1 x 0 V) 2 W In 0 EaL IE c4m u U. R 10 12 13 14 THESE PLANS AND AU L PROP ARE SU&JECT TO ANY C011REG-ONS IN, R, px: "LE 15 16 Drown by: MOP PVN Project No. F.: C.dd File Codd File NO A ' D DATE DESIGN PROGRESS 04-30-12 BIDDING SET #1 06-29-12 FINAL BID SET F 04-30-13 PERMIT SET 06-30-13 r) T 5LDG DEFT. REVIEW 5L7 05 -21-13 LOW R M E ROOF WST 4' 10-08-13 Sheet No: �1 AU A of --sheets 1 2 3 L� 5 0 7 0 0 10 12 13 14 15 16 f2" TOPPING (BY G.C.) SECONDARY POUR N (BY G.C.) •• __ #4 BAR CAST IN BEAM AT ; •. 6" U.S. 4'-0" O.C., #3 BAR CONT. AND #4 x 1 -6" LG BAR :; 3 1 2"f 3/4" BRG. GROUTED IN CORE, ONE PER PLANK.(BY G.C.) 77 Fa G 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) SEGTION SCALE: 3/4" = 1'7„ t2" TOPPING (BY G.C.) SECONDARY POUR L (BY G.C.)- �' O O #4 BAR CAST IN TOPPING ; 4'-0" O.C., AND ! • . 6" U.S. #3 BAR CONTINUOUS. (BY G.C.) LAP VARIES 8" MASONRY WALL W/REINF. (BY G.C.) 2 SEGTION K _ SCALE: 3/4" = 1'-0" t2" TOPPING (BY G.C.) t2" TOPPING (BY G.C.) O W t • � J a 8"U.S. 6„ U.S.1!,3 1 2"t 3 ® LAP VARIES STEP DOWN BEAM 4" (BY G.C.) CONC. BEAM W/REINF. (BY G.C.) �­ s #4 BAR CAST IN BEAM AT 4'-0" O.C., #3 BAR CONT. AND #4 x 1'-6 LG BAR GROUTED IN CORE, ONE (BY G.C.) PER PLANK. 3 SEGTION _ SCALE: 3/4" = 1'-0" H GROUTING BUTT JOINTS (BY G.C.) t2" TOPPING t2" TOPPING (BY G.C.) I (BY G.C.) 0 s" U.S. G LAP VARIES 6" U.S. LAP VARIES STEP DOWN BEAM 4" (BY G.C.) 4 SEGTION - SCALE: 3/4" F t2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN BEAM AT i 3 1 �'8„ 3u S" BRG. 4'-0 O.C., #3 BAR CONT. AND #4 x 1 -6" LG BAR GROUTED IN CORE, ONE E PER PLANK. (BY G.C.) 8" MASONRY WALL W/REINF. (BY G.C.) s SEGTION SCALE: 3/4" = 1'-0" C t2" TOPPING (BY G.C.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN TOPPING 4 -O O.C., AND g" U.S. #3 BAR CONTINUOUS. (BY G.C.) LAP VARIES 8" MASONRY WALL W/REINF. (G.C.) 6 SEGTION SCALE: 3/4" = 1'7" GROUTING BUTT JOINTS (BY G.C.) B t2" TOPPING t1" GYPCRETE (BY G.C.) (BY G.C.) 8" U.S. r .; 8" U.S. LAP VARIES LAP VARIES 8" MASONRY WALL W/REINF. (G.C.) 7 SEGTION SCALE: 3/4" = 1'-0" 1 2 ME / TOP OF FLOOR J, TOP OF FLOOR .1-11 A Oki I I:E 7rAAAA as u / TOF` OF FLOOR TOP OF FLOOR A-4 1 /4"=1 ' -0" OR POURED DOLUN OR POURED DOWN COTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT AND ALL CONCRETE CONNECTIONS AND DETAILS SECOND LEVEL HOLLOW CORE iOP OF FLOOR EL. IT-O" NOTES VERIFY ALL MASONRY 4 WOOD FRAr-1E Of-ENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO PALCONY WILL BE ADJUSTED ON FIELD BY BUILDER TO 4CCOMPDATE THE DRAIN SLOPE AND FILED CONDITION. 4 5 6 7 1 8 I 9 10 11 12 Z •® W 0 z WN �N GROUTING BUTT JOINTS (BY G.C.) ~ _ W m* M N IL M wM V c I t2" TOPPING (BY G.C.) Q F W v I 19 � N ® U n +t. r. ® Z Wv 8" U.S. ii 8" U.S. mZO W N~ ®X O 3"t 1 2" BRG •�• : 3"t 1 2" BRG. 0 o W N® 0- HOOKED BAR CAST IN �) ��f U °n 8" MASONRY WALL BEAM 0 4'-0" O.0 & W/REINF. (BY G.C.) AND #4 BAR HORIZONTAL IN CORE, ONE PER PLANK. (BY G.C.) i M �f3 SEGTION ._ SCALE: 3/4" = 1'-0" #4 BAR CAST IN TOPPING 4 -0" O.C., AND #3 BAR CONTINUOUS. (BY G.C.) t2" rOPPI 0IY G., POUR IN PLACE O CJ � (BY G.C.) .a a - a ; 8" U.S. a $. <a . LAP VARIES -- --- cB-il a 5)EGTION SCALE: 3/4" p� x LINT[ SAFE LOADS TABLE (CAST—CRETE) MARK 0 LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 1 3'-4" 2231 1569 1025 8U8 B 4'-0" 1966 1363 765 81_18 C 4'-6" 1599 1207 1016 909 727 591 530 592 8U8 D 5'-4" 1217 411 81J8 E 5'-10" 1062 340 8U8 F 7'-6" 743 424 81J8 G 9'-4" 554 326 81J8 H 10'-6" 475 284 8U8 J BEAM SCHEDULE )I Q �I W CBCONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM MARK SIZE TOP STL. BOT70M STL. MIDDLE STL. REMARKS m Q - O CB-1I 8" x 12" 2- # 5 2- # 5 - #3 HOOPS © 6" O.C. STANDARD TIE BEAM u_ MAY POUR DOWN TO TOP O OF WINDOW *ADD 2#5 Lu O CB- 88" x 16" 2- # 5 2- # 6 #3 HOOPS @ 6" O.C. C2503 8" x 40" 2- # 6 2- # 6 4- # 6 #3 HOOPS Q 8" O.C. CB-4 12" x 28" 3- # 7 3- # 7 3- # 7 #3 HOOPS © 12" O.C. CB-5 12" x 28" 3- # 9 #4 HOOPS @ 8" O.C. IN2#LAYERS Cg-(0 16" x 24" 4- # 7 4- # 7 2- # 7 #3 HOOPS @ 8" O.C. C5-1 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS @ 8" O.C. CE -S 8" x 28" 2- # 5 IN2 6LAYERS 2 # 5 #3 HOOPS © 6" O.C. CB-9 8" x 12" 2- #6 2- # 6 #3 HOOPS ® 8" O.C. CB-10 8" x 12" 2- #6 2- # 6 #3 HOOPS @ 3" O.C.TO 2'-0" FROM EACH END CS -II 8" x 20" 3- # 6 3- # 6 #3 HOOPS Q 6" O.C. CANTILICER BM CB-12 8" x 24" 2- # 7 4 # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. CB 13 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS ® 12" O.C. LB-1 I 8" x 8" 1- # 5 PRE -CAST LINTEL 1. ALL LINTELS TO BE BY CAST CRETE 4ND POURED SOLID W/ BLOCK AND BEA1" ABOVE 13 14 15 16 a M Lj 'C a ul M p a = I- m N (n I` W m � m J Ln O M h N 00 ai a • N K �w W) V W — W Z z Cl) W y �J 0 J Z U LL }Z �0 0 1U �I N o Q ir a5F_ $� C) �z <� o CJe< o.' o i U O r 6 0 � 0 �6< E` o zc rL o u F LAJ 1�1 Of O J i..L F- ^ �j Z O jnbj � J H W Cn C.7 I�1 �'+z 0 Cn - I�1 ~ �i cep D Drawn by: MOH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS O4-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 Sheet No: A00 , I of --sheets C 1 2 3 4 USP TRUSS ANCHORAGE SCHEDULE N OR EQUIVALENT HARDWARE PRODUCT MARK STRAP DESCRIPTION NUMBER OF UPLIFT Lbs REMARKS LATERAL FI LATERAL F2 106 COM. NAILS A USP HTA20 (6) 1Od 980# 590 660 B USP HTA20 (9) 10d 1480# 590 660 C USP HTA20 (10) 10d 1500# 590 660 D USP HTA20 (1) (10) 10d 1650# (ONE PLY) 590 660 M E USP HTA20 (2) (10) 10d 3230# 1180 1320 EACH STRAP F USP RT16 (8) 10d E.E. 1030# 1 645 650 (� USP RT24T OR RT24TF 5 16d E.E. ( ) 900 # ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING I USP HTT22 (32) 10d 5370# (1) 5/8% 12 E.B. — — L J USP USC OR EUSC (8) 1Od E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM — — K USP HTR16 (2) (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 1Od 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 1Od 1350# (10) 10d TO TRUSSES, (8)10d TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL BE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN AGGORDANGE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG) PRRS MAY BE USED IF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES ARE EQUAL TO OR EXCEED THE VALUES STATED. Notes: 1. Where more than one strap is used, multiply the uplift capacity by the numbed' of straps. Example: * of Straps 2D Mark 2x12401bs = 2450 Ibs uplift capacity 2. The uplift for each truss/girder is less than or equal to the uplift capacity for the specified anchor. 3. All truss to concrete Connections to be MARK A, unless otherwise noted. (?his means that any unmarked trusses have an uplift range from 1 to 900 Ibs), J 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift ranee from 1 to 1415 Ibs). 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ engineer's approval. GABLE END TRUSS CIF APPLICABLE), SEE ROOF PLAN PROVIDE 1/8" SPACING AT PANEL EDGES H APA 40/20 3/4" EXPOSURE 1, C D PLYWOOD SHE / ®2�4" O/C CSE PLAN) F B r iVG LJCY pLV 1�II ALL PLYWOOD SE Ms BETWEEN IST C3) TRUSSES NAIL SEAM w/ Oda 4" O/C EACH SIDE OF SEAM PANEL ENDS END BLOCKING BEHIND FASCIA CsABLE END aiUI AL BRACING IF RE ��i1RED (SEE TYP. WALL SECTION) NAILING SCHEDUrE (BLOCKING DIAPHRAGM) SD EDGE NAUMS 10d s 41 O.C. Q INTERMEDIATE NAILNG 10d s 4" O.G. Q3 BOUNDRY NAiLINCs 10d ® 4" O.G. ® CORNER NAIONG 106 ® 4" O.C. O O BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) 41 HI 1 f= END �! j DIRECTION OF UID. TRUSSES OR FRAM'G. 24" O.C. DIAPHRAGM BOUNDRY PL 3'Cl/OOL7 �LOOIc'/ fZ00� 5�1�4F' Dl,4f,4�1'? SOI4,EDCILIE PANEL FRAM'G. TRUSS MIN. PANEL NAIL SPACING COMMON DIAPH BOUNDRIES e OTHER PANEL EDGES GRADE SPCG. THICKNESS NAIL SIZE REMARKS ROOF APA RATED SHEATHING 2'-0II 3/4"4" g ZONE 1,2 4" 6 ZONE 1 UNBLOCiGED DIAPHRAGM 1 EXP. 1 MAX_ MIN. 106 UN.O. ON PLAN 4" m ZONE 3 4" -w ZONE 2 $3 APA RATED T4G GLUE AND SCREWED UNo_ ON PLAN 3 4 B 6 LATERAL BRACE 7 E0] N BRAG INO NOTES: 10 - -- _[ • rf 1 :'Ji I OF ... PERMANENT 5RAGIN,5 IN THE PLANE OF • L y I t1�A1 iVrc�,Ac=t 2x4 BRACING TO BOTTOM CHORD W/ 2-18d NAILS TO THE TOP OF EACH TRUSS L-5 PERMANET BRACING N.T.S. IN THE PLANE OF THE WEBS THIS STATEMENT IS TO CERTIFY THAT THE MAXlt`'iUM UPLIFT FOR ANY ROOF MEMBER IS LESS THAN OR EQUAL TO UPLIFT CAPACITY OF THE ANCHOR SPECIFIED (SEE TRUSS ANCHOR SCHEDULE) LATERAL WiND LOADS FOR TRUSS CONNEECTiON6 HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 480 LBS PARALLEL TO WALL = 360 LBS * 11 12 113 114 15 16 FN SAT i c p45TENIER L EMEND NOTE: ALL FASTENIER AND NAILING TO BE STAINLESS STEEL FNEJi ijATIC FASTNEfRS - iTUJ FAt-ISET / fREC)HE,AD APPLICATION SIZE TYPE SPACING REi" iARKS 1" 1TL STRAP TO CONC. 1/4"xl-3/4" BLOCK OR TIE BEAM TAPCON C P PER STRAP NON BRG. WALL SILL .300 HD 5/32" DIA. SHANK PLATE TO CONC, SLAB 1/8" WASHER SERIES 12" O.C. W/HEAD W/ " R " AND KNEEWALLS 3" LONG 1524 SD LOGO STAMP i'-iETAL LATI=4 4 UJIRE FASTNESS m fNEU---SST CO. APPLICATION SiZE TYPE SPACING REMARKS 16 GUAGE W/ 6 " APART WIRE LATH MIN. 1 1/4" # 101 - I SIDE LAPS PENETRATION 9" APART 3/S" RIB MTL. LATH i& GUAGE W/ 6° APART SEE 5.F.B.G SECT. MIN. I 4 101 - 1 SIDE LAPS 3502.3 PENETRATION 9" APART 3504.2(GXbb) 1-1ET4L F,00P TILES ATLAS COLLATED NAILS waK $*xo APPLICATION SiZE TYPE SPACING REMARKS $ 010-12xl" PANCAKE GALV. PER TILE SEE F.R.G. 200� ' METAL ROOD HEAD WOOD SLEW OR MANFU SEC. R9053.5 s.: r W. *2 PHILLIP- SEALENT S.STL_ SPEC'S AND 905.3.E ease A. "x•ssr,;a. ,��K#'k �y „ �Sa� x8�'xfxk% GOOF/UJALL SIT�IiN a ATLAS COLLTED NAILS F7.1,771kSiZE TYPE SPACING APPLICATION ��''sv l:. <v P� REMARKS 3/4'' ROOF SHEATHING 3" x .148" 801 5.5- ROOF - 4" 5/5" WALL SHEATHING 2 112" x _131" RING EDGES - 4" SHANK ALL ROOF / WALL SHE ,ATHING NAILED 4" O.C. NOTES: 1. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE U6ED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT i7i xTpp BE USED FOR THE ATTAGHMMENT 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 5PEC'S. 4. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. THESE PLANS AND ALL PROPOSED WOM," '<< ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY HELD INSPECTORS THAT Y BE NECESSARY IN ORDER TO — ' COMP ` IT�j ALL APPLICABLE CODES, 14 G E N ER IL NOTES L2\ ` � � I " � 9 10 11 12 13 14 15 Z * s W Z W�MN IL MD W M d tU w eL cv -� O IL 0 Ow to., —® v8° LL ® z E" 0 O® �V a~ ®x 0_< �L ®ILA U n IN °' o w N o Li a 0 T ®m U)Ld Ln r *o 10 Ncz t N y _j ® N i__L_ Q v�= CD IL Zr ° o y a Q r CL ° a aQ o CL I� ® • Z CD E� o°o« Sao n® 1 1� a C - ® U t k 4.A • s r F_ F c DATE B DESIGN PROGRESS O4-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 BLDG DEFT. REVIEW 09-21-13 LOWER M. ROOF HGT 41 10-08-13 Sheet No: Lr-U9 o 2 of —sheets A 16 12 1 131 14 15 1 r; -M K H E D B A pur G-1 1/4 to= i I _0 to I I I I I I I I I I I I I SECOND LEVEL FIRST LEVEL ELECTRIC,4L LEGEND g ELECTRIC METER ELECTRIC PANEL A/C DISCONNECT 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED WP. Cs.F.C.I. WEATHER PROOF DUPLEX OUTLET Q TELEPHONE JACK TELEVISION JACK 0 CENTRAL VAC. HOSE OU7®ET WALL SWITCH 3-WAY WALL SWITCH 34a 4-WAY WALL S,J)fTCH " DIMMER WALL SWITCH 0 PUSH BUTTON SWITCH T Ij WALL OR CLG. MOUNTED FIXTURE J. BOX fY� JUNCTION BOX P.G_ ,1 i PULL CORD F x%RE ® RECESSED LIGHT FIX:'TUR1= YF'- ® VAPOR PROOrC=uS�D Fl,r:i aRRe, L�--; FLOUREecEN_: ;_IGHT 7. XTURE FLOOD LIGHTS CABON MONOX'DE f=:TECTOR a 6—fOKE DETECTOR COMBO 8T SPRINKLER T T'I;=R INTERCOM K/P SECURITY SYSTEM fL°fPA MOTION DETECTOR f CHIME DOOR ALARM SMND WHEN OPINED ITHE8E PLANS AND ALL PROpOSED AREWORK O ANY CORRECTIONS MAYBEREQUIRED By FIELD INSPECTORS THAT NECESSARY COMPLY WIN ALL APPfllr.AaI.F EL 5�� 7-14�)Al�`1141 L /\/0 7`�= -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP81> THE LOCATION SE VICE AND SHALL -LOCATE THE METER ANEL AS REQUIRE -ALL ELECTRICAL WORK TO CONFORM TO THE 2008 NATIONAL ELECTRICAL CODE AFF ND 010 FLORIDA BUILDING CODE. -ALL OUTLET BOXES OR 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 GF.C_I. TYPE. - 20 AMP_ CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR. -INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS, OTHERWISE NOTED: WALL HUNG TELEPHONE 56" AFF TELEPHONE JACKS 12" AFF LIGHT SWITCHES 48" AFF RECEPTACLES 12" AFF TELEVISION JACKS 12" AFF PROVIDE ARC -FAULT PROTECTED IN ACCORDANCi WITH 210.12 (B) OF 2008 NEC. EDITION - ALL 15 TO 20 AMPS RECEPTACLES SHALL BE LISTED AS TAMPER RESISTANT ACCORDANCE WITH 40ro.11 OF THE NEC. 200a EDITION - ALL 15 TO 20 AMPS AND ALL 125 THRU 250 AMPS -NON -LOCKING RECEPTACLES IN WET LOCATION SHALL BE WATER RESISTANTIN ACCORDANCE WITH 4mro.1 (B) OF THE NEC. 2008 EDITION -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPH NE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. 0 -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. sFF -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM- -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK: THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O.) 4 6 7 8 9 10 1 1 12 13 Cd Z ®W ® 5z W�"A �N WM MM f-- Q- � M Oi M � Q W U LL U) H .3 �0 d 2m�m 0- 0z 3eozwn In rr F w z 0 �� Mm°ate N u U M . V) - h 0 ,- N N ®� 00 N w 10 uj LLI w z 0 him. z 04 M u, I— M V 0 0 Adh Z u`L J Z 'r0 V) V) Z '0Q �0 0 h z F <� I L +e N U S ----I <3 O. ono e ®°< a Z U °oe EC• ° -- p LyJ p3 — 6 c Z° w boo A • DATE DESIGN PROGRESS O4-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 BLDG DEPT. FEVIEW 09-21-13 Sheet No: AIM 9 of --sheets F_ F_ D C I 4 16 1 2 4 5 SYMBOL MANUFACTURE MODEL WATTAGE TOTAL TYPE 0' MOUNTING 8c LAMP MOUNT N Q 5EACH6IDE L-014 3 WATT WITH 4 WALL MTD (4) 6'-a" AFF. s FIRST LEVEL LIGHTING LED AM5ER 0 I BEACHSIDE LIGHTING M 4 WATT WITH 9 .A LED AM5ER 0 I B IGHTING EACHSIDE I L-016F I 3 WATT WITH LEI) AM51 I I L K K-13 NTS i H C E I, C B A WALL MTD (2) 2'-0" AFF. -5 FIRST LEVEL RECESSED (4) 1'-0" AFF. -a SECOND LEVEL - (3) 1'-0" AFF. 6 THIRD LEVEL RECESSED C1)- W-0'' AFF. e FIRST LEVEL CEILING MTD EXTERIOR LIGHT'G SCHED. NOTE: ALL WINDOWS AND DOORS TO HAVE TURTLE TINTED ('sL,455 (45% MAXIMUM LIGHT TRANSMITTANCE) A-1 1/4 so= 1 9 — OPP 1 7 8 ELECTRICAL LEGEND g ELECTRIC METER 0 ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W.P. CsF_C.L WEATHER PROOF DUPLEX OUTLET a TELEPHONE JACK TELEVISION JACK O CENTRAL VAC. HOSE OUTLET 44 WALL SWITCH 3407 3-WAY WALL SWITCH 41;�t 4-WAY WALL SWITCH -�4F° DIMMER WALL SWITCH Q PUSH BUTTON SWITCH WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX 1 -(1'� JUNCTION PDX PULL CORt) FIXTURE ® RECESSEC LIGHT FIXTURE V.P. ® VAPOR PPOOF RECESSED FIXTURE F--I FLOURESr_ NT LIGHT FIXTURE C' FLOOD LIGHTS EXHAUST FAN O SMOKE DETECTOR O THERMOSTAT 8T SPRINKLED TIMER INTERCOM G'- SECURITY SYSTEM KEYPAD \ MOTION DETECTOR 0 CHIME 12 13 TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 10 3111 MOUNTING FLUSH POLES: 40 14 15 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10,000 1 r. ELECTRICAL RANEL 1,4' BRKR WIRE LOAD (W.) DESCRIPTION CKt* CKT0 DESCRIPTION LOAD (W.) WIRE BRKR 40/2 *8 -I500 A.H.0 *1 W/ HEATSTRIP 1 2 A.G. COMPRESSOR *1 5000 N/C *8 30/2 3 4 20/2 *10 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 *6 40/2 8 20/2 *10 1200 COOKTOP (GAS) S 10 WATER HEATER 4500 "10 25/2 11 12 20/2 *10 2500 DRYER 13 14 SUES-PNL B 12,225 +b 60/2 15 16 20/1 -12 1200 WASHER 17 18 IRRIGATION PUMP 3500 012 25/2 20/I *12 1200 JACCUZI PUMP 19 20 20/1 412 �2 LAUNDRY LIGHTS 21 22 Gr-11. RECEPT. O2 *14 20/1 20/1 *12 O2 GF.C.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 2500 *10 20/2 20/1 *12 GRI. RECEPT. OUTSIDE 25 26 DRYER 20/1 *12 G.F.I. RECEPT. OUTSIDE 2-1 28 20/1 *12 1200 WASHER 2S 30 SPARE 20/1 012 SPARE 31 32 SPACE SPACE 3-1 38 39 40 NOTES: N/C = NON CONCURENT A/C LOADS TYPE SQ D, LOAD CENTER SERVICE 120 / 240 14, 3111 MOUNTING FLUSH POLES: 40 MAIN BUS 60 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10,000 SUS — FANEL S (GENERATOR OFTIONAL) BRKR WIRE LOAD (W.) DESCRIPTION CKT" CKT0 DESCRIPTION LOAD (W.) WIRE BRKR. 20/1 *12 O2 G.F.I. RECEPT. GARAGE 1 2 CxF.C.I. RECEPT. BATHROOMS �2 012 20/1 15/1 014. M. BEDROOM 3 4 DEN / GUEST *14 15A M. BEDROOM 5 6 DEN/ GUEST M. BATH LIGHTS g BEDROOM *2 M. BATH LIGHTS S 10 BEDROOM *3 KITCHEN LIGHTS 11 12 LIVING ROOM 20/1 *12 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 *12 1200 DISHWASHER 15 16 DISPOSAL 1200 012 20/1 20/1 *12 1200 GARAGE DOOR OPENER I'l 18 MICROWAVE 1200 *12 -20/1 20/1 *12 SPARE 19 20 SPARE 40/2 *8 7,500 A.H.0 *2 W/ HEATSTRIP 21 22 A.C. COMPRESSOR *2 5000 N/C *8 30/2 23 24 SPACE 25 26 SF'ACE 2-1 28 2S 30 1� ALL BEDROOM CIRCUITS SHALL 5E ARC -FAULT PROTECTED (NEC 210-12(5) GEN LIGHTING ( 3656 SF 6 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS 1st 10.0 K.W. 6 100% 100 RE1" 1,41NING K.W. a 409. 15.5 3-1650 A/C HEAT STRIP m 65% 12.15 240 V = 156.9amp. 3-1,650 K.W. 2*6 W/ ft NEUTRAL IN 3/4" P.V.C. 3-#2/0 COPPER IN 2 " PVC 200 144t�-If= 0 MAIN BKR DK200 COMBO I NEUTRAL F' L & lei S 3 l � � AC. *1 AHU. *1 ❑� 4 2 00 M DRYER 9 METER 14 F �L. BLANK 10 MAIN FEED THROUGH TER LUGS 22000 A I C A.I.C. I0,000 UNDERGROUND TO FP4L TIE-IN LOCATION *4 COPPER GROUND TO 5/8x5' GROUND ROD B COLD WATER PIPE 4 FOUND. STEEL NOTE: ALL FIXTURES IN CL05ET5 TO C01" 1f=L"r W1 NEC; 410-5 ELEC;TfP,,1CAL F,-,ISEFZ� THIRD LEVEL I G14 I GENERAL NOTES ID Z • • z � Co (Z1�� W�'nN V WM In Na. �iq mM Q W c,) w V I N no 13� U _N 0 < < a o w .08 • �m pro 0 Q z N w v Zzo H zx a N} = 0 w a No wQ ] m u U. M IL o 0 L ) W N in V m m m m w r � Q m � J N M Q r N m w W a (� I\ w� h y oW W z Z V M W ail 0 yZ J e:v)) Z 0*3 O Z Qrc c a�N O In ; t� e <30 L G ° U r3 F °au p � N 2 3 a. a'� ir o Or, I[, u1.— t e y` l J a°z Y 5-5 WE� ° 6 ev boa F w U 0 (D F.., o w c� E cn ram, z a A~ U) W rT� 3 N FDrownby: MOH NVN .: DATE DESIGN PROGRESS O4-30-12 BIDDING SET #1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 BLDG DEPT. REVIEW 09-21-13 Sheet No: of --sheets C B A 2 3 4 5 6 7 8 9 1 10 1 1 1 12 13 14 1 15 1 16 L K H I I C L-1 N.T.S. 2 T^a i= A t=G GTt'1 1 LI L2 L3 3 NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 3ro TIMES THE DIAMETER OF THE BAR. STEEL PLACEMENT 4 L-4 N.T.S. 5 IN 35/8" METAL PLATE: TOP 4 BOT. 3r%11 VERT. METAL (25 ga.) STUDS e 16" O/C INSUL. AT SELECTED AREAS 4 TYP. BETWEEN COND. 4 UNCONDITIONED SPACES VERIFY w/ CONTRACTOR 112 " GYP. BD. OR 112 " M.R. (GREEN) GYP BD. AT WET AREAS #S FRAMING SREW FROM TRACK TO STUDS TYPICAL 4"X 1 4" TAPCON 6 24" O.G. INTERIOR WALLS NON ecnaiNc WALL TOP GQNT. BARS SPLGF AT M I DSPAN ONLY AS REOV (9.30 L2 "Ell BAR n, "Gil BAR V 11 BAR OR L3 Q (_:�-, REATE 030 0.30 CANT. 030 LI LI OR L2 LI OR L2 L SPAN GREATER GREATER 0.125 0.125 0.125 LI BOTT. LI L2 BOTT. 0.125 BOTT. GONT. 611 GOI�T• L2 GONT. MIN. "B" BAR MIN. roll BARS ARS CANTILIVER 5FAN LI L2 L3 NOTE: "D" BAR5 ARE TO BE USED AT BOTH ENDS OF A SPAN UNLE55 11D11 BARS FROM ADJAGENT SPAN ARE GREATER OR "G11 BARS OR "Ell 13AR5 ARE REQUIRED STIRRUP LEGEND BEAM RE I NFORG I NC 0 3/= #3 CLOSW N.T.S. 2/4 = #2 H000PS BEAM REINFORCING DETAIL INVERT SPTr 'IU STRAP" WRAPPED OVER SILL PLATE l.U/ 6=10cl NAILS 'a EAC14 LEG USP SPT& ''U STRAP" LURAPfi ED UNDER SILL PLATE LU/ 6 =10d NAILS e EAC,1 4 LEG 2x(o STUDS a 10" O.C. PROVIDE BLOCKING AS PER GIRDER / UJALL DETAILS GIRDER / WALL CONNECTION 16d NAILS e411O.C. STAGGED SEE TRUSS DRAUUINGS FOR EXACT MEMBER AND TRUSS CONE IGURAT ION. I T.S.COL UMN SEE PLAN t^� SIZE AND 1 1/4" FILLET WELD ALL AROUND STEE COLUMN IBOTH Ei� 10'' x 10" x 3/4" STEEL BASE PLATE W/ (4) 5/8" x roll EXP. BOLTS 10 L-7 T.S. TO CONC FLOOR L-10 N.T.S. N.T.S. 12 4-5/8"m WEDGE ANCHOR MIN] All >=MRCnMtr�IT 3-5/8"0 THRU BOLTS I WIDTH VARRIES VERIFY W/ TRUSS DWG. FOR NO. OF MEMBER BUCKET FOR GIRDER 1 ' 14 15 16 STANDING SEAM METAL ROOF - OVER 30* FELT, TIN TAGGED TO APA 40/20 5/5 EXPOSURE 1 ATTACHMENT PER HANUFACTURE SEE ANCHOR SCHEDULE 9 ROOF PLAN FOR TIE DOWNo COPPER DRIP EDGE PRE-ENG. ROOF 2Xrb T45. TRUSSES m 24" O.C. SPRAY ON ICYNENE, INSULATION Q TOP OF BEAM VARIES v (SEE ROOF PLAN) _ P.T. 1x2 ON 2x8 R.S. CEDAR T-011 OR I P.T. Ix3 FIRESTOP CONT. 8"xl2" CONC. TIE BEAM I w/ 4-*5 m CONT. U.N.O. I MIN. R-4.2 INSULATION DECORATE OUTLOOK rz" GYPSUM BOARD SEE ELEVATION ON P.T. lx2 FURRING m 241"O.C. P.T. Ix3 FIRESTOP CONT-- CONT. RE -BAR 6" CONCRETE r TOP OF BEAM I HOLLOW CORE VARIES (SEE PLAN) 4-�------------- CONC. TIE BEAM SEE BEAM SCHEDULES .I iv IV (2) P.T. 2x8 LEDGER w/ 2x8 PTLEDGER FASTENED TO PARTY WALL 3/4" ANCHOR BOLTS I W/ 1/ 4" DIA. X 3 -1/ 411TAPCON -m 1611 OC. ADD O/C (4" Et 5�D.ro MIN.) I FROM EACH END OF GIRDER 71 2x4 PT BLKBEtWEEN (1) LAYERS 3/4" PLYWOOD AND DROP CEILING; HEIGHT VARIES NAIL 3/4' DECK TO 2x4 BLOCKING W/ rb-8d NAILS TO 2x8 LEGER WITH TRUSSES W/ 2-1/4"xY I ANOTHER 1/211 PLYWOOD BETWEEN s ' SCREWED 4 GLUED TO TRUSSES rail STUCCO ON rz GYPSUM BOARD Sd NAILS 6 4" OC. TAPCONS AND 3/411 GYP-CRETE FLOOR SYSTEM 8" GONG BLOCf� ON P.T. 1x2 FURRING -8 16" OC. �' OF BEAM 4 TRUSS AL ON TOP n TOP OF BEAM 4 TRUSS WOOD BASE VARIES (SEE PLAN) VARIES (SEE PLAN) . I . 18'' DEEP TOP -CHORD IV' DEEP TOP -CHORD OVERLAP VERT DOWELS FRANGIBLE 4" SLAB ON GRADE 8"x12" r-ONC. TIE 8 BEARING TRUSSES g Irbil O/C BEARING TRUSSES a irb" O/C MIN. 4'-8 (SEE FOUND. PLAN WITH FIBER MESH JOINT SLAB w/ (4) *5 CONT. I 8"x12" GONG. TIE BM FOR SIZE 4 LOCATION) w/ (4) *5 CONT. I TO BREAK UP INTO 5 SQUARE 1 1/2" RECESS II MAXIMUM SEGMENTS. I EMCO TAPS E 54" IN BLOCK HEAD JOINT g 48" FIN. GRADE (SEE TYPICAL SLAB NOTE SHT A-3.2) CC. OC. NAILED WIT-- 5- 10 d NAILS a 2x4 BLOKING I (2) LISP HCDP CLIPS W/4-6d EA. END nFIN. FLR. g I x <• x xx d, x (ONE UP, ONE DOWN TO AVOID NAIL ELEV. 0'-0" IN SAME LOCATION) ATTACH TO a TOP OF LEDGER I L x GRADE BEAM I I I --CONCRETE PILING SEE PILING PLAN G TYP. WALL SECTION G 10 TYP. WALL SECTION G. 1 TYP. WALL SECTION The E PLAN(,NI �r.fl E, E °J` 3 ? T ANY 01"; M` W�H NNU02'SBARS 0 EXTEND TO OF FORMS FOR BEAMS, R ial�l�` By 'Lo �N 1 2" FOR FTGS 4, SEE SCHEDULE i . A y BE � ���,�'� iN {} �� � n_^ wM I D; _ AT CONTRACTORS OPTION, PROVIDE CORNER BARS SAME SIZE 4 NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD g0' ACI NOOKS 0 LAP BARS 48 BAR? EACH LEG. STANDARD 90° ACI NOOKS `. 36" HI. GUARDRAIL W/ PICKETS EQUALLY SPACED TO REJECT A 4" SPHERE. (TYPICAL) L r� NOTE: AT BEAMS W/ CONC I COLUMNS BELOW (P ELEV. VARIES j 2ND FLOOR HOOK BARS DOWN INTO SEE PLANS CONCEALED FASTENERS OR ATTACHMENTS COLUMNS 4 LAP 8 VERTS ARE THE RESPONSIBILITY OF THE CONTRACTOR Of RECORD �r D— 7 CORNER BEAM 2"xro" JOISTS AT LANDING AT 16 O.C. _ _ NTS FOOTING SIMILAR PROVIDE FIRE STOP AT MI POINT I OF EACH RUN OF STAIR IIJr!S 1 1" X SPRIJCE OR 3/411 GDX. 51MP50N LT512 STRAP NAILS TO BACK OF LEDGER W/4 106 NAILS PLYWD RISER AND W/4d NAILS TO TRUSSES 2x6 LEDGER W/ a"xY TAPCON AT 6" O.C. STAGGED 2" X 12'' S.Y.P. STRINGER (TYPICAL TOP AND BOTTOM) 3/41' S.Y.P. *2 PROVIDE FIRE STOP AT MIDPOINT ELEV. +0'-011 OF EACH RUN OF STAIR 5IMP50N LU526 11/4-10d NAILS TO TRUSSES 4 4 10d NAILS TO LEDGER A—/ LEDGER DETAIL A-12TYPICAL STAIR DETAIL N.T.S. AT ROOF TO CONCRETE WALL NITS. 7 8 9 10 11 12 13 14 15 16 Z . . rc OZ Wv 03N � � N a Km F)ln Q W0 EL�1 0 N N 0 `IIL ow Is, • —'m 8; d 0 rc mp � wv W N 0 �u Drc Nm=� U_M M a o w N rn Li In a. th min 10 y W N RL N M01 N N mw IN. K to to ZzcV J W �� ! li D P7 �Z OLL 10 �Z .pu O —,a H n U cq U ; Z� O IF < G L.LJ L z Z 60� Ec o aq of i o�. �o F o U� O w � Az o w w G w � z 0 rn A� w� A I) Drawn by: MCH HVN Project No. Cadd File NO.: DATE DESIGN PROGRESS 04-30-12 BIDDING SET 1 06-29-12 FINAL BID SET 04-30-13 PERMIT SET 06-30-13 C B Sheet No: k b,I A of --sheets