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HomeMy WebLinkAboutFLOOR PLAN1 1 2 1 3 4 5 6 7 A CUSTOM HOME FOR: N THE ONEY RESIDENCE M SITE 46 WATERSONG, ST. LUCIE COUNTY, FLORIDA 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 FOR LOAD BEARING CONCRETE MASONRY THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND UNITS & A MINIMUM TYPE M NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D" REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. K THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL ALL CONCRETE COLUMNS INTEGR4L WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, HAS BEEN LAYED UP SUCH THAT E CONCRETE IS INTERLOCKED WITH THE MASONRY. 1 SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL - 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 FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS 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. 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. ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PLACEMENT OF ALL REINFORCEMENT. PROCEEDING WITH THE WORK. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN 8'-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS, HORIZONTAL REINFORCING SHALL BE LAPPED DO NOT SCALE DRAWINGS FOR DIMENSIONS 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 H FOUNDATION NOTES CENTERED IN THE WALL TOP OF TYPICAL FLOOR SLAB (+0'-0') SHALL BE A MIN. GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. OF 18" ABOVE CROWN OF ROAD MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2014 FOR ENGINEERED SOILS SHALL BE TREATED FOR TERMITES PRIOR TO MASONRY DESIGN, CHAPTERS 1 THROUGH � OF ACI 530/ASCE - I'm PSI 1500 FOR MASONRY - PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF MASONRY UNIT IN ACCORDANCE MIH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE PROVIDE 2 YEARS RE -TREATMENT WARRANTY. IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 C' RANDOMLY CHOSEN UNITS FOR EACH 100,00 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 VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR INTERSECTIONS. SEE DETAILS FOR 'VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE y VERIFY WINDOW AND DOOR ROUGH G,-ENINGS W/ WINDOW AND DOOR MANUFACTURER. FRAMING: CONCRETE NOTES: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLAS. F CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., 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 OTHERWISE FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. PINE/FIR (NO. 2 OR BETTER) CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. 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 DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER E APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ed.) SLEEVES, ANCHOR BOLTS, ETC, PRIOR TO PLACING CONIC, ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: AND MASONRY AT V-0" MINIMUM. FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, D NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN WALLS 2 " CLR. OUTSIDE FACE, 1 1 2" CLR INSIDE FACE. / SPECIFICATIONS FOR WOOD CONSTRUCTION. SLABS 3/4" CLR. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CEERR FIDE Y THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS BEAMS 1-1/2" CLR TO STIRRUPS COMMICOLUMNS 1 -1/2" CLR. TO TIES PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. G CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD OMOCN CPLYY NTH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR COMPLY PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, DRILLED AFTER PRESSURE TREATMENT. LATEST EDITION". PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS 0 4" O.C. ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI 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 NON -BEARING PARTITIONS: INTERSECTING ELEMENTS. B ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 20 WD. STUDS WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS AT 16" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". WOOD TRUSS NOTES: "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. THE SPECIFIED DESIGN LOADS INPARIIAL FOLLOWING: THE ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. 8 9 10 11 12 13 14 15 16 R301.2(1CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX SPEED I MPH. TOPOGRAPHIC ELECTS WEATHERING FROST LINE DEPTH TERMITE 110 MPH. EXPOSURE "D" NA. NEGILIGBLE NA. VERY HEAVY 40 DEGREE NA. ZONE AE.1.0 NA. 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 DE LAYOUT SIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS L UT 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 PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 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 FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 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-22 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULA1ON SHALL BE IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 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 FLORIDA BUILDING CODE RESIDENTIAL 2014 (5th ED) CATEGORY I - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WOWS. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. EGRESS WINDOWS SHALL PROVIDE 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- ABOVE THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) FINISH NOTES: FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.B.C. RESIDENTIAL (5th EDITION) MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS 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 1 1 2 1 3 1 4 1 5 1 6 1 7 . 1 8 1 9 1 10 TERMITE TREATMENT REOUdRED ABREVIATIONS THESE PLANS AND ALL PROP08ER8CTID N8WORK ARE SUBJECT TO ANY COR0 REQUIREDMAY BE BYfIELD INBPCCTORB THAT COMPLY WITH ALL APPLICAALB OQD88, ABV. ABOVE LAM. LAMINATE ACOUS. ACOUSTICAL LAV, LAVATORY AC. AIR CONDITIONING LB. LABLE ADJ. ADJUSTABLE LH LEFT HAND OF ABOVE FINISH FLOOR LTG LIGHTING AHU AIR HANDLING UNIT LOC. LOCATION ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. ALTERNATE AN ANODIZED M.O. MASONRY OPENING ANNN.. ANNUNCIATOR MFTR. MAS. MANUFACTURER MASONRY AP APPROX. ACCE S PANEL APP XIM TE MAT. MAX. MATERIAL MAXIMUM ARCH. ARCH( ECT URAL) ® AT MECH. MECHANICAL MTL. METAL DD BF. BOARD MIN. MINIMUM BOTH MISC. MISCELLANEOUS BLDG. BLK. BUILDING BLOCK MTD. MOUNTED BLKG. BLOCKING MUL. MULLION BM. N.I.C. NOT IN CONTRACT BOTTOM N.T.S. NOT TO SCALE B/O BOTTOM OF NO. NUMBER T 0. C. ON CENTER CPTT. CARP 0. D. OUTSIDE DIAMETER CI CAST IRON 0.F.C.I. OWNER FURNISH CK. CAULK CONTRACTOR INSTALL C-C CENTER TO CENTER OFF. OFFICE GEM. CER. CEMENT CERAMIC OH. OVERHEAD CT CERAMIC TILE OPNG. OPP. OPENING OPPOSITE CLG. CEILING CL CENTER LINE AL. PLATE CLR. CLEAR LAS. PLYWD. PLASTER PLYWOOD CL. CLOSET PLAM. PLASTIC LAMINATED CJT. CONTROL JOINT PR. PAIR CMU CONCRETE MASONRY PRCST. PfFAVER SQUARE FOOT UNIT P.S.F. P.S.I. POUNDS PER SQUARE INCH CONST. CONSTRUCTION CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED COL. N COLUMN PNL. PANEL COMB. COMBINATION CONN. CONNBETE CTION RAID. RADIUS RADN RADIATOR, RADIATION CONT. CONT I UOUS CONTR. CONT ACTOR REINF. REINFORCE CTSK. COUN ERSUNK REVS. REVERSED CRS. ERFLASHIN G COUR RH. RIGHT HAND E READ. REQUIRED RM. ROOM DP. DAMPROOFING R.O. ROUGH OPENING DECOR. DECORATIVE S.C. SOLID CORE DIA. DIAMETER SCHD. SCHEDULE DIAG. DIAGONAL SEAL. SEALANT DIM. DIMENSION SEC. SECTION DIFF. DIFFUSER SERV. SERVICE DO. DITTO SHT, SHEET DR. DOOR SHTH. SHEATING DBL. DOUBLE SIM. SIMILAR D.F. DOUGLAS FIR S.O. SHUT-OFF DN. DOWN SL. SLIDING D.S. DOWN SPOUT S. SOUTH DWG. DRAWING SPEC. SPECIFICATION D. DRAIN SQQ•• SQUARE S.F. SQUARE FOOT EA. EAACH SST. STAINLESS STEEL ST STD. STANDARD EMER. EMERGENCY STO STEEL ENG. ENGINEERING STIR. STORAGE EL. ELEC. ELEVA ION ELECTRICAL STIR. SUS. STRUCTURAL SUSPENDED EQUIP. qq EQUIP�ENT SW. SWITCH EST. ESTIMATE(D) SYM. SYMMETRICAL EXH. EXHAUST T. TOPAOF EXP. EXPANSION T.C. CURB EXT. EXTERIOR TEL. TELEPHONE EXIST. EXISTING TEMP TEMPERED E.J. EXPANSION JOINT T&G TONGUE AND GROOVE gg FINISH FACE $g UDONRY 10 M .0. FACE pF TOP OF CURB F.H. FIRE HOSE TW TOP OF WALL FPN.FIRE ROOF FIR T.O.C. TOP OF CHIMNEY FI T.0.FR. TOP OF FRAMING F.D. FLOOR DRAIN T.O.L. TOP OF LEDGER FLG. FLASI ING T.0.P. TOP OF PLATE FL. FLUSFHI T.P. TOILET PAPER HOLDER FLUR. FLUORESCENT TYP. TYPICAL FT. ET FOOTING UL. UNDERWRITERS LABORATORY U.O.N. UNLESS OTHERWISE NOTED GA. GAUG UTIL. UTILITY GALV. GALV �11ZED VB. VAPRO GB GRAB l AR BARRIER GC. GENERAL CONTRACTOR VNR. VENEER CL. GLAS VENT VENTILATION GR. GRAD VERT. VERTICAL GYP-. GYPSUM BOARD W.F. WATERPROOFING HWD. HARDWOOD WC. W.H. WATER CLOSET WATER HEATER HDW. HARDWARE W/ W/ WITH HTG�T. H.M. HEIGHT HOLLOWW UT METAL WD. WOOD H BR. HQSE BNBB L WT. WEIGHT H.C. HOLLOW CORE H.S. HAND SHOWER SYMBOLS HVAC HEATING VENTILATION AIR CONDITIONING & AND INCL. INCLUDE ANGLE IN. INSUL INSULATION ® AT INT. INTERIOR CL CENTER LINE JB. JUNCTION BOX 0 DIAMETER OR ROUND # POUND OR NUMBER K.O. KNOCK OUT 11 1 12 1 13 ROOF jNCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE MEAN ANNUAL TEMP 22 CONTRACTOR OF RECORD ALL MANUFACTURES L41"S SHOWING U FACTORS AND SHGC COMPLIANCE WITH FSC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS APPROVED SYMBOLS 2 DETAIL REFERENCE DETAIL NUMBER A-2 SHEET NUMBER ELEVATION REFERENCE aW ELEVATION NUMBER514EET NUMBER SECTION REFERENCE ^ SECTION NUMBER SHEET NUMBER ROOM REFERENCE 102 ROOM NUMBER DOORREFERENCE RE ERE E O POOR NUMBER WINDOW REFERENCE WINDOW NUMBER NOTE REFERENCE C REFERENCE NUMBER REVISION REFERENCE REVISED 00/00/00 CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2011 (5th EDITION) FLORIDA IBUIL.DINGi CODE- RESIDENTIAL. 2011 EDITION.) NATIONAL ELECTRICAL CODE - APPLICABLE EDITION AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY GROUP: GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE : TYPE V, BUILDING DESIGNED AS: ENCLOSED BUILDING HEIGHT: LESS THAN 60-0" MEAN ROOF HEIGHT: 30'-4 1/2" BUILDING EXPOSURE: IlDi, WIND PRESSURE SPEED: ASCE CHAPTER 1. 110 MPH (3 - SEC. GUST) FOR ENCLOSED BUILDING TOP CHORD LIVE LOAD: 20 LB, PSF TOP CHORD DEAD LOAD: H6 LB. PSF BOTTOM CHORD LIVE LOAD: 10 LB. PSF BOTTOM CHORD DEAD LOAD: IC LB, PSF FLOOR LIVE LOAD TOTAL : 40 LB PSF FLOOR DEAD LOAD TOTAL: 10 LB. P5F IMPORTANCE / USE FACTOR: 10 MIN. SOIL BEARING PRESSURE: PILLING FOUNDATION BUILDING CATEGORY: 2 SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. IMPACT RESISTANT ASSEMBLY: YES COMPONENT t CLADDING: YES CONTINUE LOADED PATH PROVIDED: YES AREA TABULATION FIRST LEVEL = 1221 SF. 11,043 CF. SECOND LEVEL = 1536 SF. 18,432 CF. THIRD LEVEL = 1165 SF, 15885 CF. TOTAL UNDER AIR 4528 SF. 45,360 CF. COVERED ENTRY = 31 SF. IT, LUC14 TY EL'IL'DL n T3�`TSi ioN COVERED PATIO = 242 SR xEVTEWED Fort LCW BALCONY = 418 SF. U V WE BY MECH. AREA. = 50 SF. p LAN3 ANb 1p '1�iT GARAGE. MUST B£ tADE. T; 521 $F. G� NO dNSP�CTa<aM 1VILL At MA,DP, TOTAL UNDER ROOF 5062 F. DRAWING INDEX A1.1 COVER SHEET A5.3 RIGHT ELEVATION A2.1 SITE PLAN & DEMOLITION A5.4 BUILDING SECTIONS & A3.1 PILLING PLAN A5.5 DOOR &WINDOW A3.2 SLAB PLAN DETAILS & SCHEDULES A4.1 FIRST FLOOR PLAN A6.1 ROOF PLAN A4.1 SECOND FLOOR PLAN A6.2 ROOFING PLAN PLUMBING RISER A7.1 DETAILS SHEET A5.1 FRONT & REAR ELEVATIONS AEA ELECTRICAL PLAN A5.2 LEFT ELEVATION AE.2 PANEL SCHEDULES 14 1 15 1 16 R M Li w c 10 a r m� dil go N It ry �'; a K ' v Qi'+• It P in 0 LU w uj yZ Q Z N W ~0 J III/� D M wM u yZ �J LL w_ H � wu a J D I w 0 0 Z a a'0 0f Mo M H W b© V) a$ ` G W 0 sa U gEgC.6 8i I 5>£ of --sheets F G 0 1 1 2 1 3 1 4 5 6 8 9 1 10 1 11 12 13 14 15 16 1► M L a J H G F r I C I FLORIDA STATE PLANE COOR Tel \ �\ NAD H US SURVEY FEET (TYP) I N 1112769.447 I \ \ \ E 895639.022?pV \\ FLORIDA DEPARTMENT OF NATURAL RESOURCES ,?y\.pT \ \SEASONAL HIGH WATER I 4i\ 0 < LINE CM # 94-77-A-16 a \ O \ LOCATED ON 05/08/2018 NAVD OF 19T AT ELE 10V \ I \ FND 42 8: qSK� I FL13N 14288 \ �O 0o i9� i- I C) \ \ \ i0 FLORIDA STATE PLANE COORDINATE G �� \ \ S NAD 81 US SURVEY FT. (TYP) I o�� s� T N m224&13s v FLOOD ZONE VE E 895944.854 MEAN HIGH WATER LINE LOCATED ON 05/08/2018 NAVD OF 1988 AT ELEV 0.5' / 0 >, v y \ FND 5/8 IRCC) 0 \ ' �O LB / 4288 II -13 n� \� \ \ \�/ N 0y 9\ 36 \ \ (n I a,0'G \\ O, \ \ \ N \ FLOOD ZONE \7\ \ \ 11 0 \`0 yg6 go \\ IIFLdRIDA STATE PLANE C00 Nk D N US SURVEY FEET (TYP) N 1112227.156 \ ` 10 10 \ I E 895598.498 \�.y / N 1112082780\ \ N� 9 �° C \\ \ \ \ / \1 \E 89815a8 \ 61 0 \� II FND a" IRC, LB # 7903 \\ N \ / / FN �5/a 1 \ i \y y� \ 6 LINE SONAL HIGH WATER \ LB9 \ y �g N LOCATED ON 05/08/2018 _� I \` tJa \&�, `0 53� OF 1988 AT ELEV C _ BLOOD ZONE AE-6— 00, \ s LOT 45 N 1112029.794 VACANTCb \ a I I X-C cP j \ 1FND 5g044.237 RC I $5 „ 9 o \ ice,+ \ o °' oG N I Q 'sue LBIee 12 �g6� m� ImA O ` II 5 \ 6.0� N T� ao�C\ II \ ^ T 10 \ 4 Ay? o�. = C S SID OE1•Y 04 � \ �\� 1 I FEE = \ \\ AG,EO 6. ' ,I 5�j FNO 5/ar II IRC\14 ` N \ I J` \ ? VACANT � 4' GUARDRAIL \ x' S62 \ �5/B�RC \ I \ 4286 \ 4 PLASTIC FENCE \ /FLOOD ZONE VE-11 FIND 4X4r CM LB 4288 N 1111770.727 E 895957.829 LB N 903 p s \ \ \\ \ 1yo \ FLOOD ZONE \AE—� / \ \ \A A \ s \ \ i2 \O O 1\3 \ \ FLORIDA STATE PLANE CO 00\ \��\ / � \ O NAD US SURVEY FEET (TYP \ \ / 00�0 N 1111886.568 \ \ E 896031.463 \ \\ \mil 00 0 r;� \ FND 8" IR, NO ID Ill IRC 286LB 0Y\ FLOOD ZONE AE—� \ �\ L / �� C)� / C GS'p FND S4288 I IRC � O�iP aJ I ♦` / / y LB 1 to paCp\ / �000 F \� I / / ! vd 3� \ �Z LOT 51 2 \ • O NAD 83/90 US SURVEY FT. (TYP) `r' \ \ 0 � FLORIDA STATE PLANE COORDINNIE I G -` to FND S//8' IRO VACANT tJ O y LB }288 77 Q \ N 1111820.346 / \ E 896323.124 I �/'1 �o�ti N \ ,L� �1OO.a \ FLORIDA DEPARTMENT of N 1108527.275 1 136„ n \ MEN�N0Rf�7 PROTECHTION E 897515.071 65 9 FND 5//e' IRC / FND 5/8' IRC N LB / /3' 14288 4286 rn / LOT 52 �6\ / F51111 N � OCCUPIED I / VD IM DATIAI \ TT' 10 Z • _ �n �OZ W �al�jped O O °m $p ( Oe �0 3i �v No as D "mg UU Iv a n 0 � L j ,A ■n� 10 7i1 �ii, �' $ N 16 J I to �0, K 0• �V )Lu 7 2 ix Lu Z y7 Q ` ry J M W z 7 M W ZQ U M LL w U �u W J D 2 O0 0 MEAN HIGH WATER LINE AREA TABULATION Z0/ Za 001 0 LOCATED ON 05/08/2018 NAVD OF 1988 AT ELEV 0.5' FIRST LEVEL = 1221 SR SECOND LEVEL = 1536 SF, THIRD LEVEL = 1765 SF. 9 p TOTAL UNDER AIR 4528 SF. FLLJ COVERED ENTRY = 31 SF.COVERED '51$ PATIO = 242 SF.BALCONY = 418 SF.— MECH. AREA. = 50 SF. (� GARAGE, = 521 F. E TOTAL C S UNDER ROOF 5,862 SF,i €6� NOTE: SITE PLAN IS FOR LAYOUT PURPOSES ONLY. COORDINATE WITH SURVEY PLAN FOR ACTUAL DIMENSIONS IF ANY DISCREPANCIES NOTIFY ANNAM CORPORATION. LOCATION MAP NOT TO SCALE LEGAL_ DESCRIPTION BEING ALL OF LOT 46, 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. A SCALE SITE PLAN 1'-0"=30' 1 21 3 4 5 6 7 8 9 10 11 12 13 14 15 16 4 O LL_ O W AN J F_ (/') U^1 Q r w W F3- Drawn by MOH HVN Project No. Cadd File NO.: AfC4 Sheet No: OP 0 of --sheets F I C 0 1 2 3 4 5 6 7 g g AUGERGAST PILES: N BEARING WALL,,AW6ER FLI6HT` HOLLOW SHAFT (3) 05 TOP BAR TYPICAL INTO A PREDETERMINED DEPTH. H16 TREN&THTH MORTAR SHALL PUMPED WITH"Z" 6 CONCRETE SLA SUFFICIENT PTAU6�15 WIC TO FILL LER � RCNDTOAUSE PENETRATION POROUS 0'-0" FINFLOOR SLAB ZONES OF THE 9URROUNDIM6 SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE IN IEGTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AU6)3t PLIGHTING AT ALL TIMES DURING THE RAISINS OF THE AUGER SO THAT THE HISH-STRENGTH MORTAR HAS A DISPLACING ACTION REMOVINS ANY L005E MATERIAL FROM HOLE. THIS METHOD OF PLACEMENT 5HALL BE USED AT ALL TIMES AND NOT BE ON P#"iER THE HOLE 15 = SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. H16H-STRENGTH MORTAR: THE MORTAR U5ED TO FILL THE HOLES 5HAL L CONSIST OF A MIXTURE M N OF PORTL.AND CEMENT, FLUIDIFIER, SAND AND WATER 50 PROPORTIONED AND MIXED AS TO «4 a 12" EW PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION NITHW APPRECIABLE WATER GAIN, YET WHICH MAY BE PLACED WITHOUT DIFFICULTY, AND WHICH WILL 03 a 12" UN.O, LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER 01 PILE DOWEL (3) S BOTTOM MAY 13E ADDED TO THE A50VE MIX IN ORTLAND OF A SMALL �IALSS OF THE PPROPORTIONED CEMENT AT THE GONTRAGTORS'LOPTION THE MATERIEU SHALL BE 50EWA6E AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COWRE561VE STRENGTH OF E SCHED 14" AUGERCAST PILING 5,000 P51 AT 26 DAY5. THE MORTAR MIX SHALL BE TESTED BY MAKIN5 ONE SET OF 20 GUBE5 IL FOR EACH DAY DURING AUSERCAST PILES ARE PLACED. A SET OF CUBES SHALL CONSI5T OF 2 CUBES TO BE TESTED AT l DAYS, AND 2 CUBES TO BE TESTED AT 28 DAYS. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH ASTM G109, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. L1 GRADE BEAM 4 N.T.S. AT ELEVATOR PAD 04 112" xro'-0" a 18" O.G. I r ANSPEr """ ' OVER INT', GRADE E J x4a121 EA MA 6'CONCRETE I F E I C 0 0 "5 TOP '3 3) S BOTTOM PILE DOWEL AUGERCAST PILING GRADE BEAM 3 (L �7_ �. 1.. I. w Ij'• r OIL h I GRAD F It Lu �4 1. iJI w O � � Lh v EQ. L EQ. SEE HED G4 N.T.S. 10 GI\AIDE 5 4,I &Cfi4EIDULE CONC.OR MASONRY MARK SIZE(WxD) REINFORING DESCRIPTION DETAIL NO. BOT TOP MIDLE 03 TIES COLUMN MATCHING DOWELS 8 BAR PIA. MIN G5-1 24" x 30" (4) "T (4) wl (2) 05 ro" O/C TYP. EXT. WALL GI3 G5-2 24" x 24" (4) % (4) % (2) "5 8" O/C L13 W/STD, HOOKS (-I "ro TOP EACH WAY W/ IS" HOOKS G5-3 IS" x IS" (3) "5 (3) "5 _ 18" O/C GARAGE ro" STEP G1 £ (7) % BOT EACH WAY GB-4 18"x24" (3) "5 (B) •5 (2)'S 8ll O/C BEAM AT STOP SLAB LI W/ 18" HOOKS PAD REBAR SEE FOOTING SCHEDULE EDGE BARS ALWAYS PC 3ro"x80"x20" (4>»6 AT LONG WAY CBJ�ro AT. SHORT WAY — — PILE CAP HOOK BAR AT EACH END G4 PC-2 48 x48 x20 (ro)05 EACH WAY TOP AND BOTTOM. — -- PILE CAP HOOK BAR AT EACH END G4 SIMILAR PC-3 REMAIN.SPACE OTHERS EQUALLY 3ro" 72" 20" (4�1% AT LONG WAY PILE CAP HOOK G4 ISOLATED PAD/ x x (-I)0& AT. SHORT WAY — -- BAR AT EACH END SIMILAR PC-4 3ro"xll6"x20" (ro)% LONG WAY (12)06 SHORT WAY _ — 2 LAYERS TOP AND BOTTOM G4 SIMILAR PC-5 6 0"x60"x20' 0'(7 EACH WAY TOP AND BOTTOM. _ _ AND B2 LAYERS TOP BOTTOM G4 SIMILAR PILE CAP G% GRADE BEAM SCHEDULES N.T.S. 12 13 AUGERCAST PILE - 14" DIA x 25 FEET LONG TYPICAL W/ •'1 x 20' (EMEND IS" INTO GRADE BEAM.) AND 4-05 BARS W/ W3 HOOPS a 10" O.C. FROM PILE CUT OFF TO V FEET BELOW SURFACE. DESIGN CAPACITY - 30 TONS. ALL SHALL BE IN ACCORDANCE WITH A.C.I. 545-54 L13 N.T.S. G13 N.T.S. 14 1 15 roll CONCRETE SLAB 16 - (3) % TOP 04 1@12" x4'-0" m 12" O.C. 90 DEGREE HOOK "3 6 12" STIRRUP U.N.O. 1 1/2" MIN. COVER (3) % BOTTOM # 1 PILE DOWEL 48" T 14" AUGERCAST PILING 1211 GRADE BEAM 2 (2) "4 (FL.PERIMETER) 04 Ole" x4'-O" A 12" O.C. 90 DEGREE HOOK 7 TYP ENT IRE PERIMETER «4e12, �/. EA WAY ro' CONCRETE SLAB (EXCEPT GARAGE) 8" CONCRETE BLOCK WALL (3) 0'i TOP (2) MS MIDDLE "3 ® 10" U.N.O. p 4N 1 l'/2" MIN. COVER Lu Li "i PILE DOWEL —l3) ►1 BOTTOM gl 9 14" AUGERCAST 48" �loll PILING GRADE BEAM 1 Z • 0 of n H N nag e, Q o $ ; N 0 om� O c4l� a �0 j Nm� U U M a c uJ a. �n L JJ O 0 N ,G N a K O P =Z v " W z a (1� D M w M L F J _ w U 2 w O m 0 Z Za 0 °F Mo M h H z �3 z cs� �66 F w 0 o o v W O J C) N N CD cn Q VW- � g Drawn by. MOH HVN Project No. Cadd File NO.: Shee Ni0: of --sheets C I► M L K J r u C i 1 2 3 4 FOUNDATION NOTES: 1- FLOOR SLAB TO BE 6' THICK POURED CONCRETE SLAB WITH REII'IFORGET"1ENT AS SHOWN ON PLAN ON 4 MIL VIE VAPOR BARRIER ON WELL TAMPED SAND FILL, SOIL TO BE TERMITE TREATED PER LOCAL GODS. 2. CONCRETE SHALL CONFORM TO AGI 318/83 AND SHALL HAVE 4000 PSI COMPRE551VE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5', 3. REINFORGIN6 STEEL SHALL BE A57M 615 61RADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR GRADE BEAMS: BOTTOM 3', TOP 2" SIDES TO BE I I/20 CLEAR COVER FOR 5LA13 TO BE 5/4' MIN. 4. ALL FOOTIN65 SHALL BEAR ON NATURAL. SOIL PREPARED, AS IN NOTE 5 BELOW. 5. ALL FILL TO BE GLEAN, GRANULAR PREPAID IN ACCORDANCE WITH NOTE A-F. A. STRIP A FOOT OF EXI5TIN6 SOIL FIVE 0) FEET PAST EXTERIOR BUILDING LINES, ALL DEVIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. FILL SHALL BE GLEAN AND 6RANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. G. PAD, FOUNDATION TO BE SUPPORTED ON PILING. 6. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL CONCRETE FOOTIN66RADS, LOAD BEARING WALLS, 5TE3JC4WRETE4,EdOOD COLUMNS, WOOD HEADERS, CONCRETE BEAMS/TIE BEAMS AND HE16W ELEVATIONS OF EACH WITH TRO55 MANUFACTURERS DRAWINGS BEFORE THE POURING OF CONCRETE FOOTINGS/PADS AND SLAB. -1. COORDINATE A/G , MECHANICAL, ELECTRICAL 4 PLUMEIN6 PLANS FOR REQUIRED OPENINS5 IN SLAB. 8. SLEEVE ALL PLUMBING PENETRATIONS. q. SEE ATTACK AUGER CAST PILE SPECIFICATION 5 6I I 8 MATERIAL5 AJ PORTLAND CEMENT: PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS 55 G Ig2 OR CURRENT ASTM STANDARDS, DE5I6NATION GI50. B) MINERAL FILLER: MINERAL FILLER 5HALL BE FINELY PONDERED 51LIGEOL15 MATERIAL WHICH POSSE55"M THE PROPERTY OF GOMBINING THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. G) FLUIDIFIER: FLUIDIFIER SHALL BE A COMPOUND POSSE551NG GHARAGTERI5TIG5 WHICH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING, ASSIST IN THE DISPERSAL OF CEMENT 6RAIN5, AND NEUTRALIZE THE 5HRINKA9E OF THE H16H-STREN&TH CEMENT MORTAR (INTERAID AS MANUFACTURED BY THE 6ROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE SPEGIFICATIONS). OTHER COMMERCIALLY AVAILABLE ADMIXE5 SHALL SHOW PRIOR TEST RESULTS BEFORE APPROVAL. DJ WATER: WATER SHALL BE FRESH, GLEAN, AND FREE FROM IN,URIOU5 AMOUNTS OF SEWA6E, OIL, ACID ALKALI, SALT5 OR OR&ANIG MATTER E) FINE A66RE&ATE: SAND SHALL MST THE REQUIREMENT'S OF CURRENT A5TM STANDARDS, DE516NATION G33. THE SAND SHALL CONSIST OF HARD DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INLURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES SHALE, ALKALI, OR,6ANIG MATTER, MICA, AND OTHER DELETERIOUS SUBSTANCES. IF WASHED, THE WASHILS METHOD SHALL BE SUCH AS WILL NOT REMOVE DESIRABLE FINES, AND THE SAND SHALL SUB5EQUENTLY BE PERMITTED TO DRAIN UNTIL THE RE51DUAL4 RM MOISTURE 15 REASONABLE UNIFORM AND STABLE. THE SAND SHALL BE WELL-6RADED FROM FINE TO COARSE, WITH FINENESS MODULUS BETWEEN 1.40 AND 3.40. THE FINENESS MODUL.U5 15 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CUMULATIVE PERGENTA6ES RETAINED ON U5. STANDARD SIEVE N05. 16, 30, 50 AND 100. Y-21/2" 4'-91/2" 2'-II" 1 V-4" 1, 3'-4" 1, V-4" TYP• e E �. . .. LI A I I ■ r i 1 I CONCRETE STEP G3. ' W/ BRICK PAVER ON TOP J e61 6„ F U " FF.E. 0.0" OR 8.0 NAVD a ■ a e 6" THICK CONC. SLAB w/M5 BARS ro 612" O.C. EACH WAY ON 6 MIL VAPOR A A-1 1 /4"=1 ' —0" 1 BARRIER OVER TERMITE 0. TREATED WELL COMPACTED FILL U ■ CI TYP. a lb'-V TOTAL LENGHTH BUILDING 4'.91, I T-b" 1 31-8" tll v 14'-4" 3'-10" 4'-8" 4'-2" 4'-4" 1 w 10-0" AC PAD OR -1-55 NAIVE e � 0 1 e co � a CONC TE SLAB a N n' ■ ■ ■ HwI4 FREEZ \ 6�� la" Y-011 4'-5" HWH PADS m FFE. -6" OR 75 NAVD ra b" 6 a, l 9,l 4'-8 R C5 ■ ■ w 10-0" AC PAD OR -1-55 NAIVE e � 0 1 e co � a CONC TE SLAB a N n' ■ ■ ■ HwI4 FREEZ \ 6�� la" Y-011 4'-5" HWH PADS m FFE. -6" OR 75 NAVD ra b" 6 a, l 9,l 4'-8 R C5 ■ ■ 3'-lla" T-9" r r @ TYP. 4'-( " 2'-4" 3'-4" Y-4" 3'-4" 3'-4" 31-4" 3'-4" 4'-91R" 5'-21/2" 54'-4" FIRST FLOOR SLAB PLAN 3 4 5 6 7 8 g 9 10 12 1 MIXING AND PUMPING OF HIGH -STRENGTH CEMENT MORTAR: ONLY APPROVED PUMPING, GONTIHUOUS MIXING AND AGITATING EQUIPMENT SHALL. BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR ALL OIL OR OTHER RL15T INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORAGE TANK OF SUFFICIENT SIZE SHALL BE U5ED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOM06ENEOU5 MIX AND CONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL BE SUCH AS TO PRODUCE A 1­101-III06ENEOUS MORTAR OF THE DESIRED GON515TENGY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE RECIRCULATED THROUGH THE PUMP. THE MORTAR PUMP 5HALL BE A P051TIVE DISPLACEMENT P15TON TYPE PUMP CAPABLE OF DEVELOPIN6 015PLAGIN6 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 GLU5TER5 OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DE516N LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN I -1/2 INCHES OF DE5I614 LOCATION. VARIATION FROM PLUMB 5HHALL 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 WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-BUILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA RE61STERED LAND SURVEYOR PILES SHALL BE LOCATED ON THE RECORD DRAWIN65 HORIZONTALLY AND VERTICALLY FROM THE GOLUMN CENTERLINES. SUBMIT THE RECORD DRAWINGS TO THE ARCHITECT FOR APPROVAL. OBSTRUCTIONS: SHOULD ANY OBSTRUCTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLAGING 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 I, AND THIS SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYMENT. IF REQUIRED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN AGGORDANGE WITH THE BID BA515 FOR ADDITIONAL FOOTAGE. REFUSAL SHALL BE DEFINED AS THE DEPTH WHERE THE PENETRATION OF THE STANDARD AUGURING EQUIPMENT 15 ONE FOOT PER MINUTE OR LESS. COLUMN SCHEDULE CI Q REINFORCED MASONRY O 81'x16" POURED CONC. COL. w/ 1-05 o VERt COL. w/4-% 0 CONT. FILL w/ 4000 PSI CONC. 12x12 REINFORCEP MASONRY 8S" '»3 HOOP 12" O.C. O COL. w/ 2 m VERT. O x12" POURED CONC. FILL w/ 4000 POI CONC. COL. w/4-416 0 CONT. . 12"xl2" POURED CONC. w/ 03 HOOP s 12" O.C. C3 COL. w/ 6-S m VERT- w/ 03 TIES • 8" O.C. 0 ® 6 "x 6" WOOD POST O 3112"x311/2"xli4" T.S. COL, W/ 14" IS A REBAR THRU FILL w/ 4000 PSI GONG. THE POST EACH WAY WITH WOOD WRAP 3'-8" 3'-4" Y-4" V-011 4'4' i 2'-8" 31'-8" ELEv. -24" SLOPE 2! ,h OR 6 0 NAVD6 0 NAVD GARAGE -1" THICK CONC. SLAB w/M5 BARE —' 'W10" O.G. EACH WAY ON 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED FILL 20-0' I '■ I ■. T-O" '-4" Y-4" 31_0" _91 FEW TE A � y„ rCONC 7TT," PSW/ BRI, TEA 10 4'-91/2' 1 2'-4" 31_8 II'_0"I T-411 12 13 1 14 15 16 PILE CAPACITY: THE DE516N 15 BASED ON A MAXIMUM WORKING CAPACITY OF 25 TONS PER PILE IN COMPRESSION AND 10 TONS PER PILE IN TENSION. PILE DIAMETER SHALL BE 14 INCHES. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OR CASING OF THE PROPER DIAMETER AND AT LEAST 18 INCHES IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL CONDITIONS MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH). AUGURING EQUIPMENT: THE HOLE THROUGH WHICH THE HIGH -STRENGTH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE ME HEAD BELOW THE BAR CONTAINI1,116 THE GUTTING TEETH. THE AU16ER FLIISHTIN6 SHALL BE GONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO 6AP5 OR OTHER BREAKS. THE PITCH OF THE AUGER FLI6HTIN6 5HALL NOT EXCEED q INCHES. AU6ERS 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 REIN FORGED WITH M VERTICAL REINFORGIN6 BARS WITH k3 TIES 0 10' GIG EXTENDIN6 15'-O' BELOW PILE GUT OFF ELEVATION AND Il VERTICAL REINFORGIN6 BAR AT CENTER OF PILE EXTENDING FULL LENGTH. PROVIDE GENTERINS DEVICES FOR REINFORGIN6 GAGE AT 101-O' G/G MAX. SPAGIN6. TIE BEAM HOLLOW CONCRETE MASONRY UNITS ARE UNGROUTED VERTICAL FOUNDATION MEMBER BREAKAWAY WALL CONSTRICTED OF UNREINFORCED, HOLLOW CONCRETE MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). WADE BEAM )R FLOOR STRUCTUI;E VERTICAL FOUNDATION MEMBER WAVE CREST HOLLOW CONCRETE MASONRY UNITS AID U GROUTED �P 51REAKAWAY WALL CONSTRUCTED OF STILLWATER UNREINFORCED,HOLLOW CONCRETE ELEVATION MASONRY UNITS (UNITS NOT TO EXCEED 8" IN THICKNESS). SLAB ON GRADE SEE PLAN GROUND E 14 BREAKAWAY WALL SCALE: NTS. FR W55LE WALLS FOUNDATION NOTES:_ 1. FLOOR SLAB To BE 6' THICK POURED CONCRETE SLAB WITH REINFORCEMENT A5 SHOWN ON PLAN ON 4 MIL VIS&EEN VAPOR BARRIER ON WELL TAMPED SAND FILL. SOIL TO BE TERMITE TREATED PER LOCAL CODE. 2. CONCRETE SHALL CONFORM TO AGE 516/63 AND SHALL. HAVE 4000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. MAXIMUM SLUMP 5", 3, REINlFORGING STEEL SHALL BE ASTM 615 6RADE 60 AND HAVE THE FOLLOWING MINIMUM CONCRETE COVER FOR 61RADE BEAMS: BOTTOM 30, TOP 2' SIDES TO 13E E 1/2' GLEAP, COVER FOR SLAB TO 13E 5/4' MIN. ,i ALL FOOTINGS SHALL BEAR ON NATURAL SOIL PREPARED, A5 IN NOTE 5 BELOW. 5. ALL FILL TO BE GLEAN, 6RA ILAR PREPARED IN AGGORDANGE WITH NOTE A-F. A STRIP A FOOT OF EXISTING 501L FIVE (5) FEET PAST EXTERIOR BUILDING LINES, ALL DELETERIOUS MATERIALS MUST BE COMPLETELY REMOVED. B. COMPACT BOTTOM OF EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER G. FILL SHALL BE GLEAN AND 6RANULAR, FREE FROM DELETERIOUS MATERIAL AND WELL 6RADED. 6. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL GONGRETE FOOTI1,165/PADS, LOAD BEARING WALLS, 5TE'_L/601,11CRETEA-1 COLUMNS, WOOD HEADERS, CONCRETE BEA 451TIE BEAMS AND HE16HT ELEVATIONS OF EACH WITH TRU55 MANUFAGTURER'5 DRAWINGS BEFORE THE POURING OF CONCRETE FOOTING5/PAD5 AND SLAB. '1. COORDINATE A/G , MECHANICAL, ELECTRICAL t PLIR4gING PLATS FOR REQUIRED OPENIN66 IN SLAB. 8. SLEEVE ALL PLUMBING PENETRATIONS, q. SEE ATTACHED AUGER CAST PILE SPECIFICATION 13 14 15 16 Z 0 0 N `/ n 4� M pn n < 0 E6N N : 0 �� 0 $v j Nm .11!0 u U a c a � m n $ L a � J � �- 1M O Hj � .5 fV � m a J 3 10 9W) • $ 0,K w,� V I.P � aIX w W yz Z ri w 14 F- all to �Z O v J M w M Q LL �u xw o fd 0 L 1 0 ro 0 M s H � z .~ G Q � ag') is Eg`S €sI F a LL_ ��W-+� 0 O J E AN O _<Elmo W 3 � D Drawn by MOH H\�1N Project No. Cadd File NO.: G a ' Jie Sheet No: w—opy Q3o� A of --sheets 2 3 0 9 11 7 8 9 1 10 11 12 ( 13 1 14 1 15 N M L K H I H-1 1/4 It= i II —on G A P E PARTIAL LOWER ROOF ABOVE GARAGE STEPS WITH BF (TYPICAL e 2) 0 e ro r. v G I i A CA A-1 1/4 "=1 ' —0" 1 2 11-811 9'-3 1!2" O 9'-8" 811� <4 Ill_111i LL WALL PA514AL FLEX SPACE TO SHORE LINES EB SHALL ❑ BE FRAWi15LE WALLS 2 i1T FIRST LEVEL 3 WALL TYPES ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH 1 SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" O.C. OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD ® INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL FRAMING @ 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK. W/ CORE FILL R-9 INSULTION 5/8' STUCCO ON 8' CONCRETE BLOCK, GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" NOTE FILLED CELL COLUMN MAX. 32" SPACING 61_SI 21'-411 O r — r I�z��l 6W ". 5%. HYDROVENTS ABOVE FLOOR II II �{ 7 II VEL TYPICALEe ) 41, 16'_IO 8' ■ K / j�I 101_011 —Y - ■ 8° 20' m„ ■ ■ ■ ■ GARAGE IiIJ)I I j� �z SLOPE 2 FLEX SPACE 31_0l1 Y l'_511 W, .IAYI_311 L SHAFT ENCLOSURES SHALL HAVE I HR FIRE RATING NOTE 6 I (2 LAYER 5/8" TYPE 'X' GYPSUM BOARD STAGGED) WALLS SHALL EXTEND FROM THE TOP OF FLOOR TO I TOP OF THE FLOOR / CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SLAB N IIIIII ■ Lill — — — — ELEVATOR EQUIPMENTS I J i" \ 4'-81/2" T-0" AFF. ON SHELF 20-8" \ l I \ SWOR L I \ ti•'� 1�r L 2' I I � i BIPET� LAV 3■ 2' BATH 2 Ck 3, 1 MASTER 2 SUITE n� 3' \ I \ 3' 3' M LAV. I �i� WAs� BATH 3 \KITCH74 k sore1)5 LAUNDRYC I LAV. q• r LAV. 3' 3• \\\ WC POIUDER 3 C 2 S LAVI \ 2' 3' \ c GUEST RM CABANA 3' BATH 3' M \ \ �\ 3' 3' \ \ \ HYDROVENTING CALCULATION: PER FEMA.: I SF GROUND FLOOR AREA WILL PROVIDE ISQ. INC14E OF VENT REQUIRED; TOTAL 510 SF = 510 SQ. INCHES PROVIDED: 16"x8"=128 s4 = (200 SQ. INCHES (SMART VENTS MODEL 1690520) = 200 SQ INCHES EACH / FOR ACTUAL OPENING I6"W. 8"H. HYDROVENTS RIFY W/ MANUFACTURE 4" ABOVE FLOOR LEVEL Il'- 81 i 4'-4" IS'-411 - ----------------- 3 STOR y------- TOR, I I II FOYER ; 1 ENT1,Y I I l� � �% i�i RAIN ROP 1 IS RI .16' = II' 1 1 SLOPE TO 2"1 (2 .+ R 2 T ) I -------- ----------------' I I � 1 +ICI 21 .31 II 1 I I 1 I' 1." 11 1' 1 1 HB 10'-0" 4'-81/2" V-VGPI II-011 51411 64'41' 12' V I A I I 4' E13 PLUMBING RISER DIAGRAM MISC. NOTES: I. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS 5, ALL FIX GLASS SHALL BE I44" THICK (UN.O.) 6. DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13i4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRG 201'1 cJ. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 201-T 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE 'X" GYP. BD. 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302.cJ OF FLORIDA RESIDENTIAL CODE 201"1 EDITION. 12, GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.G.. R-7023 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.G. R--102.4 14. WEATHERING AND TERMITE AREA. 15, FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302."3 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, F)1 SQFT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF CONFLICT EXISTS. A14 GENERAL NOTES 13 7 14 15 16 Z a 5 X" m Q w sus N 0 o„ a 0,ZZ� 2 � NZ pIC mg� �0 V U, a c a m L m N w �4 sN �h \+m� J a OU / K UJ •i; Z a �0 Z " ~� J M w D M �Y I^ HZ w M a_j H w= �u xw O m o V) Z Z n 0 of °o J'. O LL F a O 1 4 Lu Zj " E O W 2 � AN O x � D is Drawn by. ■ MOH HVN Project No. Codd File NO.: G Sheet Afle c®P A of --sheets 4 5 6 7 8 9 10 1 11 1 12 �a M L K J H G F E I G lit E a C G-1 o » » 1/4 =19 —0 2 e a c e a :o e m SECOND LEVEL 5 0 7 NOTE FILLED CELL COLUMN MAX. 32" SPACING O ECAESS 0 10 12 13 14 15 16 WALL TYPESo z I!N ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH Q w16 Ooe IR2 xE04 ST DS @ 6" D C. AT BEARIN F 3 5/8" OR 6" METAL STUDS®WALL O.C. 0 (L0ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ONBOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ 0 R-11 BATT, INSULATION. ONE HOUR RATED PER F.B.C.,. V U EDITION 2017 (SEE PLAN FOR WALL SIZE) 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON <4 EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF M 2x 6 STUDS @ 16 O.C. W/ R-11 BATT INSULATION. OF ROOF BELOW NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ONE LAYER OF 1/2" GYPSUM BOARD ON 1-5/8 METAL 4 FRAMING @ 16" O.C. W/ R-11 INSULATION ON INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" CONCRETE BLOCK, W/ CORE FILL R-9 INSULTION ° o 5/8' STUCCO ON 8' CONCRETE BLOCK. n0p L ~ m n GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" m MISC.M NOTES: TYP. �c N I. ALL GLASS IN DOORS 4 ALL SLIDING GLASS DOOR TO BE TEMPERED. I& -RE 2. ALL GLASS SHOWER 4 TUB ENCLOSURES SHALL BE TEMPERED * 1111 h K i a 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR w� SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF Ti OR SHOWER /w P 4. ALL BATHROOM FLOORS 4 BASES SHALL BE IMPREVIOUS MATERIALS V 0 S. ALL FIX GLASS SHALL BE 1/41' THICK (UN.O.) Q W 6, DOORS BETWEEN GARAGE 4 HOUSE MUST BE SOLID CORE 13/4" THICK =/� Z WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND y JAMB. DOORS TO HAVE SELF CLOSERS. n -1. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING M W z o J THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE rY Ur w M SHALL 5E CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET a STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS y ? INTO THE GARAGE L F u J 2 w oCLa Z Z Z1WINDOW NOTE0 MEGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN H 20" IN WIDTH, 2411 IN HEIGHT, 5.1 SOFT. IN AREA W/ THE 50TTOM OF THE OPENING NOT MORE THAN 44" A50VE Tjr= FINISHED FLOOR AND NO PART OF THE OPERATING(MECHANISM MORE AN 54" A50VE THE IF' FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY 4 WOOD FRAME OPENING SIZES 70 FIT DOORS Z AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF Q fig CONFLICT EXISTS. o % i. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I - -- ■ 24W 2680 ■ 42" NAND RAIL TO REJECT A 4" SPHERE TYP. ■ 1 _ 1 1 LINE OF ROOF BELOW -v I s 1 n e 24W E■ I EI I ■ M. 5EDRM COVERED D I0'-0" cLG - - ■ M BALCONI Erss w/ Ir' TRAY BAD RM 2 BED RM 3 ' 1 1 l 0 51_011 1214Y i_811 12'-0" Icy I 0 L) � E�REs (2) 2P+80 I I v W/ Ti HB ■ ■ ■ H 2�0 2880 ■ ■ = r 1 A 2-20W s ■ I 3'-4" 11 42" AND RAIL TO 8'-10" 171.611 \ 4'-T IR" 8" 12'-011 ■ a = V BATH 3 O REJECT A 4" SPHERE TYP. O r 42" NAND RAIL TO / \ 3' 4' REJECT A 4" SP'HERE TYP. / \ i� — — — — �I �, 1 aV-2'�' Ha zn OILI_pll J N U 31_I" 1 pl_411 Y V I I 1_ II I I 4'_611 121_Imll a M. BATIK 2680 I I I 42" N RAIL TO ° O,Pt REJECT A 4" I I v " ■ ® I I SPHERE Ti ■ A D A-1 1/4 li i'-0" 1 2 THIRD LEVEL ml i� 42" NAND RAIL ITO REJECT A 4" S HERE TYP. FILLED CELL COLUMN MAX. 3211 SPACING G14 I GENERAL NOTES F W� a 0 C) w Z o E W = O w J `) O ��1 A N N � rT4 I■+�I � � is N Q W FR.JeNO.: MOH H� Sheet No"' (9 of --sheets G 0 3 4 1 5 1 6 7 8 9 10 11 12 13 14 15 16 1 I 2 3 5 0 7 0 �7 13 14 15 16 l NEOPRENE CLOSURE SEALANT BATTEN WATERPROOF ul L L-1 HIP / RIDGE K ELEVATION MATERIAL5 KF1 NOTE SYMBOL DESCRIPTION ID ALUMINIUM ROOF O2 EXTERIOR WALLS W/ SMOOTH STUCCO J 0 12" SQUARE COLUMNS RAISED STUCCO BAND E SURROUND 0 DECORATE SILL d HEADER © ALUMINIUM LOUVER O DECORATIVE SHUTTER t> DECORATIVE CONC. SIDING LOOK G F E HIP/RIDGE COVER FA5TNER CL05URE STANDING SEAM ALUMN_ ROOFING PLYWOOD SEE 'S' DLUG5 STANDING SEAM ALUMN.. ROOFING 26 GA. GALV. METAL VALLEY FLASHING �7 w FASTNER AT 12" O.C. STANDING SEAM ALUMN_ ROOFING] tO Q IL 3/4" CDX PLYWOOD SHEATHING - STUCCO ,26 GA.ALUMN. COUNTER FLASHING DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - DETAIL SIMILAR FOR BLOCK CONSTRUCTION SEALANT ALUMN. "L" FLASHING NEOPRENE SPACER ROOF CLIP STANDING SEAM ALUMN.. ROOFING 10 11 12 7'ATTACH RAILNG - FLANGE TO HOUSE n •- r� 1 . - • • I\� MMff*© n—/4PI M��6LL�21MMAIN 1 ►9mm- RAILS D IATE COVER L-4 VALLEY DETAIL L-7 FLASHING DETAIL L-10 RAIL ATTACHMENT N.T.S. N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE " ST RI OVER T W/ 211 5TAPLE TRUSS At E1 (SEE f (TY n TOP OF PLC TIE BM. n TOP OF TIE 1.011 ® +34'_0" = 3rd FLOOR 70P OF 3rd 91' n sT +25'-0" = I /EL CLG. LINE n 2nd LEVEL c 9" m +23'-011 n TOP OF TIE ® +12'-0" _ (20.0 OR 2nd FOOR P g +111-0" = (1! D FLOOR 2 A5.1 EXTERIOR TRIM PR01=1LE6 A A-1 REAR ELEVATION A-10 FRONT ELEVATION 1/4 I$= i I —on 1/4 1111 1-0 It 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 IDDING LOOK 3T BOTTOM OF :TUBE MEMBER n _ (III NAVD) � R (11.54 NGVD) Z _ Z m 0 06" 0 �0 D m� U U. Iva a c L r 'm Cd voo 1N edW �� W. �;; 8 I K § P P 0 LU W LU = Z =Z mW wyw,Z WF J EV) Z O IN N Z 10 ° � a© z �§ o 1 a E LLJ EC i �6� F r ` I T I a c O W 1�LLI o U r \ = O W j E o A � C0 �y � � D MOH HVN EFTIeNO.: Sheet No: ""Ry 0 of --sheets 16 I2 3 4 ION MATERIALS KE�7TE DESCRIPTION IUM ROOF IOR WALLS W/ SMOOTH STUCCO ARE COLUMNS D STUCCO BAND d SURROUND ATE SILL 4 HEADER IUM LOUVER M O DECORATIVE SHUTTER DECORATIVE CONC. SIDING LOOK L K J HE G TOP OF TIE BM. _ I e am EI J M TOP OF 3rd FLOOR +2§' _ 0" 2nnd�LEVEL CLG. LINE 11 6 +25`01' I 2nd POOR PLAN g +II'=0" n IST LOVEL CLG LINE g +5'.0" = (11.0 NAVD) 0 a+ TOP OF GROUND BI . a +01_0" A LEFT (NORTH) ELEVATION- 1/4 $$= 1 '-0" 1 2 3 4 5 6 I 7 I 8 10 1111 12 13 14 15 16 z 0 /� u N NuJ qqn NM pqN W 0 °m a 0 U) N Dm4 �yZ OX �0 uU r M 74 5 6 7 8 9 10 1 12 1 13 14 15 Drown by. MOH HVN Project No. Cadd File NO.: Sheet No: °y Q�"2 a of --sheets nm m m s KI E H G F A I m i A RIGHT SOUTTH ELEVATION 1/4 1 2 3 4 6 12 7 on I 10 12 13 14 IL TOP OF TIE BM. n 6 +34'-0" TOP OF 3rd FLOOR 9 +2$'-0'I 2nd LEVEL CLG. LINE A +23'-0" 2nd FOOT? PLAN g +III-OII let LEVEL CLG. LINE m +9'-0" XP OF GROUND FLOOR a 16 z 0 Z n /n n V n mry Q W id o fig 0 0 a H NZ pX �0 Nm a<� UU M DATE PROGRESS REV. 1 06-17-18 PERMIT SET 07-10-18 i eel - i�l4i% A of --sheets 5 1 6 1 7 1 8 19 10 1 11 1 12 1 13 1 14 1 15 1 16 N MA L ►\ J 11 F I C A A-5 SECTION 1/4 0#=1 '-0" 1 2 10 —1 1_ 12 13 14 I 15 LOWEST n STRUGTUf SIo +8-2" : OR (11.54 16 zZ �ao w w 0a jo�N 0 0 �U U M a a a r m L m J FO�E K W ui �Z v Z Mw (V L` zp J <LL yZ w= J �< = W IV^ O O V7/ Za of `O i �K M h H Z r Fy® O z(:D G F-- !11 =A I t cf) ` s F a 0 W g O W z w Z � u w E Ir O_ � O � m AN FO [T� CD U w � D �s DATE C B Sheet No: ' 0 IA of --sheets 3 4 5 6 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 12 13 14 1 15 1 16 N M L K i G F E 0 C IN B U L .. D NG DEPARTMENT RiMI _N PRODUCT APPROVAL PP ROV;A U ' W A i,.. AFFIDAVIT EXT, STUCCO CONCRETE OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS BLOCK ATTACHMENT I EXTERIOR DOOR ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 2x4 PT. BUCK ATTATCHED WITH PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN EXPIRED DATE SOLID GROUT 1/4" x 3-1/4" LONG TAPCON TO CONC. 1/4" x 3-1/4" LONGTAPCON TO CONC. TYPE, SIZE, SPACING, EMBEDMENT PRESSURE APPROVAL N0. ATTACHED DOORS WITH 2" "12 5REW ATTACHED DOORS WITH 2" "2 BREW EXPANSION BOLTS 2" DIA p DIRECT TO BUCK AT 6" FROM CORNER DIRECT TO BUCK AT 6" FROM CORNER AT I "CC . DOOR RECESS AND AT 12" AT INSIDE. AND PER AND AT 12" AT INSIDE. AND PER EVALUATION AGENCY PRODUCT DESIGN MANUFACTURES SPECIFICATION. MANUFACTURES SPECIFICATION. PRESSURE DOOR STOP WINDOWS PERMA SHIELD ANDERSEN CORP (2) 3/16"x2— 3/4" TAPCONS INTO EACH CLIP SEE STRUCT. PLANS N/A (CASEMENT) (IMPACTED) ALL WINDOW SIZES SAME ATTACHMENT WORST +70.0 / —70.0 FL-12496.1 TREATED ATTACHMENT 2 GARAGE DOOR ATTACHMENT 4 SLIDING DOOR CASE SCERENO CALCULATED 2x6 NAILER -— 2x6 PT. TO CONCRETE WALL WITH Wo PT. BUCK ATTATCHED WITH MIAMI / DADS DOOR- 1/2" DIA. EXPANSION BOLTS 1/411 x 3-1/4" LONG TAPCON TO CONC, SEE SCHEDULE 8 16" O.C. 6" EMBEDMENT ATTACHED DOORS WITH 2" �12 BREW WINDOWS VINYL CLAD ANDERSEN CORP 3/16"x2— 3/4" TAPCONS1 1 /4" MIN. EMBEDMENT SEE STRUCT. PLANS N A DooR TRACK SEE GARAGE DOOR DETAIL M-14 DIRECT TO BUCK AT 6" FROM CORNER / AND AT 12 AT INSIDE. AND PER (FIXED GLASS) (SPECIALTY IMPACT) MIAMI /DADE +70.0 / —80.0 FL-178'49,1 BY DOOR mm MANUFACTURES SPECIFICATION. FRENCH DOOR A —SERIES ANDERSEN CORP #10 WOOD SCREWS IN 2x BUCK 1— 1/2" MIN. SEE STRUCT. PLANS N/A DOHOI-02 (ALUMINIUM) (IMPACT) MIAMI / DADE EMBEDMENT +65.0 / —70.0 FL-1W285,3 L-10 GARAGE DOOR JAMB L-14 OPENING ATTACHMENT N.T.S. N.T.S. SLIDDING GLASS DOOR SERIES 8100 WINDOOR 1/4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS 11/03/2021 NOTES: (IMPACT) MIAMI / DADE +65.0 / —70.0 15-0715.05 BACK CAULK ALL THE WOOD BUCKS (TYP) ALL EXTERIOR DOORS AND WINDOWS WITH CONTINUOUS BEAD VALKUMP SEALANT. 3-3/4" 3-3/4" I"xP.TFURRING n < C.ONTSEAL 5/8" GYPSUM BOARD MARBLE STOOL SE �- ANDERSEN ON FOIL BACKED IN GROUT BED CASEMENT WINDOW DAB '' a INSULATION I/d" SHIM SPAC£ GARAGE DOOR HURRICANE 5/16"x1-5/8" LAG SCREWS EA. BRACKET" SEE STRUCT. PLANS 02/20/2020 d CONT. SEALANT CONCRETE MASONR'f- UNI CONT. SEALANT (MASTER IMPACT) MIAMI / DADE +56.0 / —64.0 17— 1108,30 ' STUCCO FINISH -- O • ' ' q 2"x P.T.WOOD BUCK 2"x P.TWbOD BUCK 5/8" GYPSUM BOARD— CONT. SEALANT CORNER BEAD ON Ix P.T. FURRING A a' •:{ I" RAISED STUCCO PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN EXPIRED DATE 5/8"GYPSUM BOARD VA s 3=�i4 BAND REINFORCED WITH ANDERSEN � GALVMETAL LATH TYPE, SIZE, SPACING, EMBEDMENT PRESSURE APPROVAL NO. CASEMENT WINDOW �- CONT. SEALANT Ila —1/4" SHIM SPACE R-42 FOIL BACKED a. r CONCRETE SILL CAP EVALUATION AGENCY PRODUCT DESIGN INSULATION A G " PRESSURE . . ' ENGLERT ALUM. STANDING SEAM. LOC 1"S.S. +/— 128.4 08/23/2021 — MODEL 2000 MIAMI /DADE TAS112 FL-127512 ROOFING UNDERLAYMENT OVEN CORNING _ THE UNDERLAYMENT SHALL BE INSTALLED NA G —10 CASEMENT W DW. HEAD G —14 CASEMENT W DW. SILL F TAL WITH MINIMUM 2 SIDE LAP AND MINIMUM 08/23/2021 WEATHERCOCK M MIAM! / DADE 4" END LAP. FL-9777'7 N.T.S. N.T.S. AT CONCRETE WALL STUCCO NA. NA. STUCCO ON METAL LATH +/— 49 NA. MIAMI / DADE NA. 1rz^ GYPSUM soARrJ ON FOIL BACKS INSULATION ANDERSEN FIXED GLASS SYSTEM I"xP,iliIRRING CONT_ BEALAN MARBLE STOOL 8E V4" SHIM SPACE GORIER BEAD M GROUT BED CONT.SEALAHT ANDBACKER DESIGN 5/0" GYPSUM BOARD ir 51ZE/ MODEL LOCATION COUNT MANUFACTURE GLASS �N 2"x P.TWOOD BUCK PRE65URE ATTACHMENT CONT. SEALANT OCNT. SEALANT 2 kP.T 000D ., 1/4" SHIM SPACE .A..' ; EILOCICRNG cn ANDERSEN I❑ 28M FRENCH CABANA O ANDERSEN _ SEE PRODUCT APPROVAL ATTACHMENT 1 (1/4" TAPCONS) M ' - CASEMENT WINDOW 1rz" GYPSUM �. ' POURED CONCRETE BILL 2 AND SHOP DRAWINGS BY = BOARD ON rxPr ❑ PR 3080 FRENCH FLEX AREA ( ANDERSEN 3/16" IMPACT GUNN'S QUALITY GLASS < MIRROR `_ CONT. SEALANT I d R41 FOIL BACKS p I ANDERSEN 3l16" IMPACT STUCCO FINISH INSULATION . • • ' W ❑3 PR 3080 FRENCH ENTRY DR l") O ATTACHMENT (I!4" TAPCONS) - CONCRETE MASONRY UNIT 0 'Tar • e STUCCO FINISH ZQ ANDERSEN 3/16" IMPACT (� ® 14010 SLDG GS DR OCEAN RM O �o 0 W10 SLDG GS DR OCEAN RM �I ATTACHMENT 2 (1/2" EXP. BOLTS) Q © Lu (1k880 FRENCH BED ROOM 3 O ANDERSEN 3/I6" IMPACT ❑ 2680 FCC H OFFICE O ANDERSEN 3/I6" IMPACT © I080 SLDG GS DR MASTER BED RM Oj ANDERSEN OH. GARAGE ® DAB +50.6/ -552 ATTACHMENT 3 (1/4" TAPCONS) D —10 FRENCH DOOR JAMB D —14 FIXED W D W . SILL N.T.S. N.T.S. HEAD, JAMB SIMMILAR ® I MK SIZE/ MODEL LOCATION DIM. COUNT MANUFACTURE GLA55 DESIGN PRESSURE A C25 FOYER 4FLEX AREA (4050) ® ANDERSEN IMPACT SEE PRODUCT APPROVAL B GI5 CABANA ,BEDROOM 4, f2050) © IMPACT GUPW S QUAL TYI AND SHOP DRAWING-6 t MASTER BED 4 MIRWR O CX15 WITH 24 INCHES OCEAN RM, LAUNDY , DIN RM (2 �50) W/ ® IMPACT TRANSOM ASVOVE (5420 TR5M) DO =5 WITH 24 INCHES STAIRWAY, (5050) W/ O IMPACT TRANSOM ABvOVE (5020 TRSM) ® LLIE GXI5 POWDER ROOM 11850) O IMPACT O 5-4"X 1'4" FIXED BED RM 4 (D IMPACT ® O G CNI45 WITH 24 INCHES KITCHEN (1844) O IMPACT TRANSOM ABVOVE (1820 TR5M) 3 O GI5 WITH 24 INCHES BED RM d 2 050) O IMPACT TRANSOM ABVOVE (480 'I CAM) 4'-O"X 6'-0" FIXED MASTER BATHRM O IMPACT \ U 4'-O"X 6'-0" FIXED MASTER BATHRM 2-) IMPACT TEMPP, K CXW15 STAIRWAY (3050) O IMPACT GLASS L CX15 BEDRM 2 (5050) (D NOT S: A I.2 PROVIDE C/- TO VON A ALL DOOR AND WINDOW OF ETAI1Ns PRIOR t0 CONSTRICTION A — 4 EXTERIOR OPENING SCHEDULE 2. PROVIDE SGI�EN ON ALL OPERABLE WINDOW UNITS. 3. PRODUCT APPROVAL WORMATION ( INCLUDING ATTACHMENT) IS SUPPLY BY THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION 1/4 to= 1 $—on 1 2 3 4 5 6 7 8 T ATTACHMENT ATTACHMENT 3 (1/4" TAPCONS) p A. SLOPE VS" PERT COMPRESSIBLE .. .. FILLER CONOFSTS SLAB Dnu*-o A-10 FRENCH DOOR SILL N.T.S. 9 10 11 1 12 13 CONCRETE MASONRY STUCOO FINISH — CONT.SEALANT ANDERSEN OR EQUAL DOOR A-14 FRENCH N.T.S. 14 1 15 VY' GYPSW BOARD ON FOIL BAOMD INSULATION 2N P.TUSOOD BUCK 1/1" GYPSUM BOARD CONT. SEALANT 1/4" SHIM SPAS 1 16 DOOR HEAD Z • 0 Z FAN o s N oe 0 'm� 0 N V) 29 F �0 U amI` M w a n I Li a me L cd go F. '0 {P / K yV) 4a O LU W LU H� 14 �Z " W z o r^ v y z U M U J w= Ul U 2 w O 0 0 V) Z W Z` o a \U i �0 M 0 N Cn 0 � ' 1 ya.S F i V \ Q Q �€¢C% � C/ Q Sv �6� Drown by: MOH HVN Project Na. Cadd File NO.: DATE PROGRESS REV. 1 06-17-18 PERMIT SET I 07-10-18 Sheet No: of --sheets A G i 1 2 r7SECONDARYUR MEMNON t2" TOPPING (BY G.C.) N (BY G.G.) #4 R CAST IN BEAM AT } 6" U.S. 4'-0"BAO.C., #3 BAR CONT. AND #4 x 1 -6" LG BAR ..i :• 3 1 2"i 3/4' BRG. GROUTED IN CORE, ONE — PER PLANK.(BY G.C.) 8" MASONRY WALL BEYOND W/REINF. (BY G.C.) �i M _SECTION SCALE: 3/4" = 1'-0" OPPING .C.) SECONDARY POUR (BY G.C.)4 L BAR CAST IN TOPPI U.S. TW�/REINF -0" O.C., AND6" #3 BAR CONTINUOUS.(BY G.C.) RIES NRY WALL (BY G.C.) 2 SEGTION K _ SCALE: 3/4" = 1'-0" 14 6AR Cm, t2" TOPPING 4 (BY G.C) t2" TOPPING 8" U.S. 6" U.S. ! , 3 1 2't 3/4!-BRG., LAP VARIES ` • ► . • CAST W/ BEAM WA '4 BAR CONT, IN 4" SECTION CONC. BEAM • #5 BAR CAST IN BEAM AT W/REINF. (BY G.C.) •i ' - 4 -0 O.C.,4 BAR CONT. AND #4 x 1 -6 LG BAR GROUTED IN CORE, ONE PER PLANK. (BY GC.) 3 SEGTION SCALE: 3/4- = 170" H GROUTING BUTT JOINTS (BY G.C.) f2" TOPPING f2' TOPPING (BY G. -i .. ^ �� (BY G.C.) G LAP VARIES 1-6" U.S. 1 31 2"t 34 STEP DOWN BEAM 4" (Br c.c.) (2)5EGTION SCALE: 3/4" = 1'-0" F t.. OPPING .C.) SECONDARY POUR (BY G.C.) #4 BAR CAST IN BEAM " U.S. BRG. 4 -0 O.C., 3 BAR CO AND #4 x 1 -6' LG BA GROUTED IN CORE, ONEEPER PLANK.(BY G.C.)RY WAIL (BY G.C.) SEGTION SCALE: 3/4' = 1'-0' D tLAP " TOPPING G.C.) SECONDARY POUR (BY G.C.) 4BAR CAST IN TOPPI4 -O' O.C., AND" U.S. #3 BAR CONTINUOUS. (BY G.C.) IES ONRY WALL CF. (G.C) b 5EGTION SCALE: 3/4" = 1'-0" GROUTING BUTT JOINTS (BY G.C.) t2' TOPPINGB t1" GYPCRETE (BY G.C.) (BY G.C.) 00 ' 00 s" U.S. : a" U.S. LAP VARIES :I LAP VARIES 8" MASONRY WALL W/REINF. (GC.) A 5EGTION SCALE: 3/4" = 1'-O" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I' IRREGULAR POURED GONG. COL. W/6-% 4 CONT, GROUTING BUTT JOINTS ... _. .; .+c"r•�' W/ 03 HOOP 6IZ° O.C. (BY G.C.)- (BY G.C." TOPPING Y .b e•Y VPZAG-4 "—�,-0„ 1/4 THIRD LEVEL HOLLOW CORE & FRAMING NOTE: HOLLOW CORE SYSTEM SEE SHOP DRAWINGS FOR LAYOUT AND ALL CONCRETE CONNECTIONS AND DETAILS A4 SECOND LEVEL HOLLOW CORE EA: 1 /4 3 4 5 6 7 NOTES VERIFY ALL MASONRY E WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. ALL STEPS FROM MAIN FLOOR TO BALCONY WILL BE ADJUSTED ON FIELD BY BUILDER TO ACCOMODATE THE DRAIN SLOPE AND FILED CONDITION. g 9 10 11 81, 8" 215 REBAR CONT. �r "3 HAIRPIN 6 12"O.C. 12 B" U.S.-J it L-B" U.S. 3"3 1 2" BRG, 3'± 1/2" BRG. HOOKED BAR IN BEAM B" MASONRY WALL 04 4' 0" O.CA& AND #4 BAR HORIZONTAL IN W/REINF. (BY G.C.) CORE, ONE PER PLANK. (BY G.C.) a 5EGTION SCALE: 3/4' = 1'-0" LINTEL SAFE LOADS TABLE (CAST—CRETE) MARK LENGTH OF LINTEL GRAVITY UPLIFT LATERAL LINTEL TYPE A 3'-4" 2231 1569 1025 8U8 6 4'-0" 1966 1363 765 8U8 C 4'-6" 1599 1207 592 8U8 D 5'-4" 1217 1016 411 8U8 E 5'-10" 1062 909 340 81J8 F 7'-6" 1 743 727 1 424 1 81J8 G 9'-4" 554 1 591 326 8U8 H 10'-6" 475 530 284 8U8 BEAM SCHEDULE CB = CONCRETE TIE BEAM WB = WOOD BEAM BB = CONCRETE MASONRY BOND BEAM STL = STEEL BEAM LB = PRECAST LINTEL BEAM LAM = LAMINATED WOOD BEAM MARK SIZE TOP STL. ROTTOIIT STL, MIDDLE STL. REMARKS CB -I 8" x 12" 2- # 5 2- # 5 - #3 HOOPS 0 6" O.C. STANDARD TIE BEAM MAY POUR DOWN TO TOP OF WINDOW *ADD 2#5 GB -IA 8" x 12" 2- # 5 2- # 5 #3 HOOPS 0 6" O.C. C5-2 8" x 30" 2- # 7 2- # 7 2- # 7 #3 HOOPS 0 6" O.C. C$-3 8" x 18" 2- # 6 2- # 6 2- # 6 #3 HOOPS 0 8" O.C. G5-4 12" x 30" 3- # 7 3- # 7 3- # 7 #3 HOOPS 0 12" O.C. C5-5 12" x 24" 3- # 9 6- # 9 IN 2 LAYERS #4 HOOPS 0 8" O.C. C$-6 i6" z 36" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. FC B-6 16" x 28" 4- # 7 4- # 7 2- # 7 #3 HOOPS 0 8" O.C. CB-1 16" x 18" 3- # 6 3- # 6 3- #6 #3 HOOPS 0 B" O.C. GB-8 8" x 28" 2- # 5 N 2 LAYERS 2 # 5 #3 HOOPS 0 6" O.C. C5-9 1 8" x 18" 2- #6 2- # 6 #3 HOOPS 0 8" O.C. GB-10 8" x 12" 2- #6 2- # 6 #3 HOOPS 0 3" O.C.TO 2'-0" FROM EACH END GB -II 8" x 20" 3- # 6 3- # 6 #3 HOOPS 0 6" O.C. CANTILICER BM G$-12 8" x 24" 2- # 7 IN 2 LAYERS #3 HOOPS 0 6" O.C. GB 13 8" x 24" 2- # 5 2- # 5 2- # 5 #3 HOOPS 0 12" O.C. CB-14 8" x 16" 2- #5 2- #6 #3 HOOPS 0 12" O.C. LB-1 8" x 8" 1- # 5 PRE -CAST LINTEL 1. ALL LINTELS TO BE BY CAST CRETE AND POURED SOLID W/ BLOCK AND BEAM ABOVE 13 14 15 16 Z • 0 Z n /11 n Q W �JID C ;56f p N Ole 0 4 Om vn o y �� N "may 61 �0 i0aW U U M IL c t a L 7 MEMENEEMEN 1n- J A CM 0 dN ` 17 P K E �w In P o mono V) V h Z0 J w c � LL wu r = m 00 Z a O r0 0 M C �H F® NwN L� O G O All gEgC Si f o F c o CD 1� E C:) J mco N V) W U �1 N D Drown by. MOH HVN Project No. Codd File NO.: DATE PROGRESS REV. 2 10-07-17 PERMIT SET 107-10-18 Sheet ,N, : 6) g 0 of --sheets C B A 0 I 0 USP TRUSS ANCHORAGE SCHEDULE OR EQUIVALENT HARDWARE PRODUCT N MA STRAP DESCRIPTION d � NAILS UPLIFT Lbs REMAR(S LATERAL FI LATERAL F2 A USP HTA20 (6) 10d 980# 590 660 g 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# 645 650 G USP RT24T OR RT24TF 5 16d E.E. () 900 # ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING H USP RT24T OR RT24TF (8) 16d E.E. 1255# ADD 2-16d TOENAILS FROM 500 500 TRUSS TO WOOD BEARING i USP HTT22 (32) 10d 5370# (1) 5/8"x 12 E.B. - - L J USP USC OR EUSC (8) 10d E.E. 11150# (4) 3.4" x 6" e.b. AT BEAM - - K USP HTR16 (2) (6) 1Od 1760# 1 STRAP EA. SIDE OF TRUSS 1180 1320 L USP LUGTC2 (20) 10d 1350# (10) 10d TO TRUSSES, (8)10d TO 575 575 TO STUDS & (2) 10d TO PLATES M USP MUGT15 (20) 10d 1350# (10) 10d TO TRUSSES, (8)IOd TO 3965 3965 TO STUDS & (2) 10d TO PLATES HARDWARE SHALL gE MANUFACTURED BY USP LUMBER CONNECTORS COMPANY AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (RE: 2005 UPS CATALOG:) P2RS MAY BE USED IF STRAP SIZE, GAUGE AND K UPLIFT AND LATERAL CAPACITIES AIRE EQUAL TO OR EXCEED THE VALUES STATED. Notes: L Where more than one strap is used, multiply the uplift capacity by the number of straps. Example: » of straps 2D Mark 2x12401bs = 2460 Ibs uplift capacity 2. The uplift for each truss/girder is less than or equal to the uplift capacity for the specified anchor. 3. All truss to concrete connections to be MARK A, unless otherwise noted. (This means that any unmarked trusses have an uplift range from 1 to 1300 Ibs). J 4. All truss to wood connections to be MARK I, unless otherwise noted. (This means that any unmarked trusses have an uplift range from i to 14-TB Ibs). 5. Alternative truss anchors w/ equal uplift 4 lateral load capacity maybe substituted w/ engineer's approval. H G F E A C I 0 GABLE END TRUSS (IF APPLICABL SEE ROOF PL PROVIDE I/S" SPACING AT PANEL EDGES APA 40/20 3/4" — EXPOaRE I, C-D PLYWOOD SHEATHING VIE 2x4 BI.O(-ICII4- LYWOOD S :EN IST (3) TRUSSES 1EAM m/ 10d • 4" O/ SIDE OF SEMI N.TB PRE-ENG. WOOD TRUSSES • 24" O/C (SEE ROOF PLAN) M W LATERAL BR69 TYF SECTION) ULE (BLOCKING DIAPHRAGM) ILING SCHECdEDGE NAILS I0d • 4" O.G. INTER-IEDIATE NAILING 10d • 4" OC. BOUNDRY NAILING Wd • 4- OC. 2QCINGCORNER NAILING 10d • 4- O.C. FASCIAOR E CTION) G,4BLE END DIRECTION OF LLD. TRISSES OR FRAM'G. 24" O.C. DIAPHRAGM BOUNDR"Y I=L Y[UOOD FLOOR/ ROOF 6k5AR D/APF4{A6M 6GN5DUL5 PANEL FR4M'G. TRUSS MIN, PANEL NAIL S AGING COMMON REMARKS A DIAPH a OTHER GRADE SP ,G. THICKNESS BOUN RIES PANEL EDGES NAIL S02E ROOF APA SHEATR°TED NG 2'-0" 3/4" 4" ®ZONE 12 4" m ZONE I EXP.IH MAX. MIN. 10d U.N.O.ON LaDIAPHRAGM 4" e ZONE 3 4" a ZONE 243 APA RATED !G GLUE AND -SCREWED UN.O. ON PLAN 5 6 I 7 LATERAL BRACE Has 9 10 BRIAG I NC NOTES: PERMANENT 2" X 4' DIA60NAL BRACIN6 IN THE PLANE OF THE NEAREST w5 MEMBER CONNECTION WITH (2) - 16d NAILS IN EACH Wl5 IN AT LEAST (3) TRUSSES AT APPROX. 46 VE61REE ANGLE. REF: HIB-91, Fig. 51, 38 4 ". PERMANENT BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRIPS. CONNECT WITH (2) - IS, d NAILS IN EACH TR165 (ROOF ONLY). .,. RACING TO BOTTOM CHORD W/ 2-16d NAILS TO THE TOP OF EACH TRU55 L-5 I PERMANET BRACING N.T.S. I IN THE PLANE OF THE WEBS THIS STATEMENT IS TO CERTIFY THAT THE MAXIMUM 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 CONNECTIONS, HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS LIST ON THE STRAP CONNECTION SCHEDULES INCLUDED ABOVE POURED SOLID W/ BLOCK AND BEAM ABOVE MAXIMUM LATERAL LOADS AT ANCHOR SPACED 24' PERPENDICULAR TO WALL = 480 LBS PARALLEL TO WALL = 360 LBS (71 A-5 ,�j 1 1/4v_iI—opt ROOF FRAMING 12 RESPONSIBILITYIT 15 THE OF r -' TO PREVENT TOPPLINS OF TFISSES. FOLLOW ALL APPLICABLE RECOWMATIONS IN TPI RBLICATION HIR.'118 a ,) kP'"'°�F" J) i a 49' 'U. 13 14 15 16 0 z - — 0 n mry FN Ut� IAT I C FASTENFA5TENE FR L G;ND NOTE: ALL FASTENER AND NAILING: TO BE STAIESS STEEL PNEUMATIC FASTNERS - ITW RAMSET / REDHEAD M a 3 N (L O ;mv H a 0m U U APPLICATION SIZE TYPE SPACING REMARKS MTL STRAP TO CONC. BLOCK OR TIE BEAM 1/4"xl-3/4" TAPCON (4) PER STRAP NON BRG. WALL SILL PLATE TO GONG. SLAB AND KNEEWALLS 300 HD V8" WASHER 3" LONG SERIES 1524 SD 12 O.C. 5/32" DIA. SHANK W/HEAD W/ R LOGO STAMP METAL LATH 4 WIRE FASTNERS - PNEU-FAST CO. M APPLICATION SIZE TYPE SPACING REMARKS WIRE LATH i& GUAGE W/ MIN, 1 I/4" • 101 - I 6" APART SIDE LAPS PENETRATION 0"APART 3/0" RIB MTL. LATH 16 GUAGE W! MIN. 1 114" PENETRATION • 101 - I 6 APART SIDE LAPS S" APART SEE SF.B.G SECT. 35023 35042(GXbb) ul IL \ o Ui a `.i METAL ROOF TILES - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING REMARKS METAL ROOF 010-12xl" PANCAKE HEAD WOOD SCEW W. 02 PHILLIP'- SEALENT GALV. OR S.STL. PER TILE MANFU SPEC'S SEE F.R.G. 201-1 SEC. R9053B AND S053F NOTES:: ALL FASCIA AND DRIP EDGE NAILS SHALL BE 316 STAINLESS STEEL ^q£tj`Y SY Cu3`. ROOF/WALL 5HEAT�41NG - ATLAS COLLATED NAILS APPLICATION SIZE TYPE SPACING I REMARKS 3/4" ROOF SHEATHING 3" x .14s" ad Ss. ROOF - 4" 3/4" WALL SHEATHING; 2 1/2" x .131" RING EDGES - 4" SHANK ALL ROOF / WALL SHEATHING NAILED 4" O.C. NOTES: I. HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTNERS 2. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES OR TIN CAPS. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT OF ROOF SHEATHING TO ROOF FRAMING MEMBERS. 3. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS. 4. ALL FASCIA MATERIAL SHALL Be HAND FRAMED. G14 I GENERAL NOTES n N N � N �QL _ J' S {P / K w w Z'Z H Q iS Z w �` J rr 7 M M yZ u Qu. W J w= S D 0 'j V) ZZ Z n Z o� 'U °o M 0 H z �Q n za: z F Ali LL_ CD Eepp E6o a 0 M ry aZ= \\\ Z 6W i11 C� O w CZ vi W AJ V) U Q K � us Sheet No:- -- U-l1V o� of --sheets F E D C W 1 1 2 1 3 1 4 5 1 6 7 8 I 9 10 1 1i1 1 12 1 13 1 14 1 15 1 16 2 1 3 4 1 5 1 6 1 7 4 Q0 10 12 13 1 14 1 15 1 16 I\I M L 2xro SAFEGUARD TOP 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) z J O a Z� n O 0w 2x2 PICKET SPACED TO e O REJECT 4" DIA. BALL. O O (VERIFY W/ OWNER FOR STYLE) 0 ITREAD — 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) STAIR STRINGER K STA I IR J4F UA� DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST FLOOR STRUCTURE HEADER OR_W GIRDER TRUSS F E E-1 N.T.S. u C 2x12 STRINGER (2R. +TR = 24 TO 25) -1.211+7.2"+10" 2 4.4 11 F2x TREADS NAILED AND I SET IN MASTIC \\ I FIN. FLOOR P.T. 2x4 BOT. PLATE OR APPV'D EQUAL. NOTES: HANDRAIL SHALL BE DESIGNED E CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 3011 - 3411 PICKET TO REJECT 4" SAFE GUARD RAILS HEIGHT 42" MINIMUM lr 1= G A=G 36x DIAM. LI � L2 L3 NOTE: LAP BARS IN THE MIDDLE THIRD OF ANY SPAN A MINIMUM OF 36 TIMES THE DIAMETER OF THE BAR. 3Y METAL PLATE TOP 4 BOT. As" VERT. METAL (25 ga.) STUDS a Iro" O/C INSUL. AT SELECTED AREAS 6 TYP. BETWEEN CONE). 4 UNCONDITIONED SPACES VERIFY W/ CONTRACTOR 12 " GYP. BD. OR 12" M.R. (GREEN) GYP BD. AT WET AREAS 08 FRAMING SKEW FROM TRACK TO STUDS TYPICAL J"X 1 J" TAPCON o 24" O.C. 4-5/8" m WEDGE ANCHOR MIN. 4" EMBEDMENT INTO CONCRETE. m 0 m G m 3-5/8" A THRU BOLTS BUCKET WIDTH VARRIES VERIFY W/ TRUSS DWG, FOR NO. OF MEMBER CONC. SLAB I L-5 STEEL PLACEMENT L-7 INTERIOR WALLS L-10 BUCKET FOR GIRDER N.T.S. N.T.S. NON BEARING WALL N.T.S. F-5 N.T.S. TOP GONT. BARS SPLGE AT MIDSPAN ONLY AS REQ'D "G" BAR "D'I BAR OOR�3 2 IIEII BAR a w CREATE u 030 030 CANT. 030 LI LI OR L2 LI OR L2 L SPAN GREATER GREATER 0.1OTT. r0LI20.125 LI L2 BOTT. 0.125 BOTT. ONT. 11 GONT. L2GONT. AR MIN. 6" B1, BARS MIN CANTILIVER SPAN LI L2 L3 NOTE: "D" BAR5 ARE TO BE U5ED AT BOTH ENDS OF A SPAN UNLE55 "D" BARS FROM ADJACENT SPAN ARE GREATER OR "C" BARS OR "E" BAR5 ARE REQUIRED BEAM RE I NEORG I NC5 STIRRUP=#5L�EOEND 5/0 = 03 G4.05ED N.T.S. 2M = #2 H0001 5 BEAM REINFORCING DETAIL TYPICAL INTERIOR STAIR & RAIL DETAILS _ CONTINUOUS BARS 0 EXTEND TO WITHIN 1 1/2" OF FORMS FOR BEAMS, 2" FOR FTGS m SEE SCHEDULE AT CONTRACTORS OPTION, PROVIDE CORNER BARS SAME SIZE Q NUMBER AS BEAM OR FTG WITH GREATEST TOTAL AREA OF STEEL IN LIEU OF STD 90° ACI HOOKS 0 LAP BARS 48 BAR? EACH LEG. — STANDARD c3o' ACI HOOKS NOTE: AT BEAMS W/ CONC COLUMNS BELOW m HOOK BARS DOWN INTO COLUMNS e LAP -a VERTS A A-1 CORNER BEAM I A-7 NTS FOOTING SIMILAR N.T.S. 1 2 1 3 4 5 6 3"(O TI-IRU BOLTS TRUSS. CAL U.N.O.) '4 1 DEL TOP fiL' w/ 1/4" FILLET WELD ALL AROUND T.S. COL. NOTE: VERIFY FINAL DESIGN 4 BOLT HOLES AND LOCATION WITH FINAL TRUSS ENGINEER G-10 BUCKET SEAT N.T.S. 51MP50N LT512 STRAP NALE5 ELEV. EXISTING — TOP OF TO BACK OF LEDGER W/4 10d NAILS 2ND FLR. AND W/4d NAILS TO TRU55E5 2x6 LEDGER W/ 411x311 TAPCON 211x6" JOISTSAT Ito" O.CNDING AT Ell O.C. 5TAGGED (TYPICAL TOP AND BOTTOM) SIMP50N LU526 W14-1001 NAILS ELEV. +0'-0" FINISH FLR. TO TRU65E5 4 4 10d NAILS TO LEDGER STANDING SEAM METAL ROOF SEE ANCHOR SCHEDULE m ROOF PLAN FOR TIE DOWNS ALUMINIUM DRIP EDGE PRE-ENG. ROOF 2X& T45. TRUSSES ® 24" O.G. SPRAY b" FOAM R-22. INSULATION 70P OF BEAM VARIES (SEE ROOF PLAN) 2x8 R.S. CEDAR Z • 4 W m 0 m �R d 0 N fj� �O D 52' UU M Ix2 ROOF EDGE. CEDAR -P.T. Ix3 FIRESTOP CONT. 2'-011 ON. 8"x12" CONIC. TIE BEAM w/ 4-115 0 CONT. UN.O. ul a o R-II FOAM INSULATION DECORATE OUTLOOK 7 SEE ELEVATION R-9 MASONRY CORE FILL INSULATION L NOTE: COMBINE INTERIOR INSULATI7 AND CONCRETE BLOCK = R-20 m P.T. Ix3 FIRESTOP CONT. R-9 MASONRY CORE FILL INSULATION 1--1/2" BLK RCCESSED '/2" GYPSUM BOARD ON METAL FRAMING • IVIO.C. CONT. RE -BAR � / �� a - E o all CONCRETE V C d N TOP OF BEAM HOLLOW CORE I' & IS VARIES'SEE PLAN) - c Ili_gaT_____ ______ � J •: fi to U 4 a CONC. TIE BEAM ; _ $ 1W) SEE BEAM SCHEDULES ` UNDERSIDE OF FLOORING DECK OE OVER AC, SPACES WILL RECIEVE _ V) R-19 SPRAY FOAM INSULATION O ix W LU DROP CEILING HEIGHT VARIES �/ p C✓ �2" GYPSUM $OARD Z E J 1 STUCCO ON ON METAL FRAMING I6"O.G. � W 5_o F8" CONC. BLOC V Q LL R-9 MASONRY CORE FILL INSULATION N Z ' _ Wu OVERLAP VERT DOWELS R-II FOAM INSULATION J = w MIN. 4'-8" (SEE FOUND, PLAN o`m0 FOR SIZE E LOCATION) IA za -1/2" BLK RCCESSED Z o FIN. GRADE WOOD BASE \ O M 0 FIN. FLR •FLR a i H I L x - GRADE BEAM CONCRETE PILING SEE PILING PLAN _�S Q F LL! i 0 Ec% F14 TYP, WALL SECTION 1/4- 1 "-0" 36" H. STAIR RAILING W/ PICKETS AT 4" O.G. MAX. ---\ STYLE AND DESIGN AS SELECTED BY OWNER 2ND �I - �—PROVIDE FIRE STOP AT MIDPOINT OF EACH RUN OF STAIR AJG I 2 12 9 12" .0 SIMPSON LUS20 OR EQUAL AT EA..STAIR STRINGER I I 2.2"XI211 LEDG 1" FINISH TREAD ATTACHED T LL W/ 5/5" X 1 1/2" L W DGE 3/411 CDX.RISER E SUB TREAD ANCHORS W/ A HERS e I211 O.0 STA GS RED 2x4 P.T. LEDGER BD. SECURED TO SLAB W/311 HILTI PINS OR EQUAL AT 12" C:/C;. NAIL STRINGER TO LEDGER W/ 16-CI NAILS STAGGERED. LEDGER DETAIL A-1 2 TYPICAL STAIR DETAIL AT ROOF TO CONCRETE WALL NTS. 7 8 9 10 11 12 13 14 15 16 IF IL) o W z W =0w� E o � Ay M� Q r raw/ w D Drawn by: MOH HVN Project No. Cadd File NO.: C Sheet No: 9 A of --sheets 1 1 2 3 I 4 5 1 7 8 9 10 1 11 1 12 1 13 1 14 1 15 1 16 ELECTRICAL LEGEND N rc1i ELECTRIC METER O ELECTRIC PANEL A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED WP. WEATHER PROOF DUPLEX OUTLET Gf.C.I. M Q TELEPHONE JACK r TELEVISION JACK O CENTRAL VAC. HOSE OUTLET 44 41P WALL SWITCH 3-WAY WALL SWITCH s64* 4-WAY WALL SWITCH -64 R DIMMER WALL SWITCH L 44X MOTION WALL SWITCH Q11 PUSH BUTTON SWITCH T 7771 WALL OR Cl MOUNTED FIXTURE J. BOX {7} P.CL41, JUNCTION E40X Y PULL CORD FIXTURE RECESSED LIGHT FIXTURE K V.P. ❑ VAPOR PROOF RECESSED FIXTURE I—� FLOURESCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN CABON MONOXIDE DETECTOR < SMOKE DETECTOR COMBO O THERMOSTAT 6T SPRINKLER TIMER J & INTERCOM ® SECURITY SYSTEM KEYPAD �Y MOTION DETECTOR CHIME DOOR ALARM SOUND WHEN OPINED I♦ L E u C It 0 -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FPdL THE LOCATION SERVICE AND SHALL LOCATE THE METER E PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE 2014 NATIONAL ELECTRICAL COPE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKO IN RATED WALLS MUST BE METAL OR UL. RATED FOR USE IN ONE HOUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER IREQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE GF.C.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO lMATCH 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 - ALL NEW BRANCH CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) -ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR TELEPHONE EQUIPMENT INSTALLATION. -CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA POWER AND LIGHT. -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK : THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (UN.O.) - TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL AREA AS SPECIFIC IN 2011 NEC210b2 ALL 125 VOLTS 15 ( 20 AMP. RECEPTACLE I'M a G-5 1/4 "=i 9_099 A-5 1/4 "= i P—Opt 6 SECOND LEVEL FIRST LEVEL POTABLE GENERATOR PLUG NFF AFF Z • 0 Z n 411� ~ Q W M pN IDLU a� 0 em $R a 0 9� �0 D No UU V $ 8 1 solo m LL -1. Ow• y 3Ln OW W tz m Z f w 0 AN? W J V) Z .,' 0 u5u 0 O 1�1 Lu Lu O w � (� A V1 N U � a us Drawn by. MOH HVN Project No. Cadd File NO.: DATE royal Sheet No: �j ° Lf(�'111� o Il of --sheets 5 7 �; 0 10 12 13 14 15 16 2 3 1 4 5 I 7 I 8 12 1 13 14 1 15 1 16 N W L K G E I G i 0 A-1 1/4 "= 1 POWER FCR BLIND ELECTRICAL LEGEND g ELECTRIC METER O ELECTRIC PANEL Oj A/C DISCONNECT ® 240 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED W.P. $ GF.C.I. WEATHER PROOF DUPLEX OUTLET Q TELEPHONE JACK TELEVISION JACK OV CENTRAL VAC. HOSE OUTLET +4 WALL SWITCH 44' 3-WAY WALL SWITCH 41)a 4-WAY WALL SWITCH 44n DIMMER WALL SWITCH 0 PUSH BUTTON SWITCH -( 3- T-5=r WALL OR CLG. MOUNTED FIXTURE EXTERIOR WALL MOUNTED FIXTURE J. BOX 1 �7}- JUNCTION BOX P.C. J �;- PULL CORD FIXTURE RECESSED LIGHT FIXTURE V.P. ❑ VAPOR PROOF RECESSED FIXTURE I I FLOURSSCENT LIGHT FIXTURE FLOOD LIGHTS O EXHAUST FAN O SMOKE DETECTOR O THEWOSTAT aT SPRINKLER TIMER INTERCOM K/P SECURITY SYSTEM KEYPAD � MOTION DETECTOR O CHIME CABON MONOXIDE DETECTOR rQA AND SMOKE DETECTOR COMBO TYPE SQ D,LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.G. 10,000 ELECTRICAL PANEL 'Ai BRKR WIRE LOAD (W.) DESCRIPTION GKT! CKT! DESCRIPTION LOAD (W.) WIRE BRKR 40/2 •S 1,500 A.H.0 01 W/ HEATSTRIP I 2A.C. COMPRESSOR •1 INTO 08 30/2 3 4 20/2 010 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 % 40/2 l 8 20/2 fl 1200 COOKTOP (GAS) 9 100 WATER HEATER 4500 *10 25/2 11 12 20n h0 2500 DRYER 13 14 SUB-PNL B 12225 % 60/2 15 I6 20A "12 1200 WASHER 11 18 IRRIGATION PUMP 3500 •12 25/2 20/I M2 1200 JACCUZI PUMP 19 20 20/1 •12 0 LAUNDRY LIGHTS 21 22 GF.I. RECEPT. O M4 20/I 20/1 012 O2 GRC.I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20A 012 GF.I. RECEPT. OUTSIDE 25 26 DRYER 2500 010 20/2 20/1 012 W1 RECEPT. OUTSIDE 21 28 20/1 012 1200 WASHER 29 30 SPARE 20A 012 SPARE 31 32 SPACE SPACE 31 T40- 39 NOTES: N/G = NON GONGURENT A/C LOADS TYPE SQ ,D, LOAD CENTER SERVICE 120 / 240 10 3W MOUNTING FLUSH POLES: 40 MAIN BUS 910 AMPS NEUTRAL FULL MAINS ML.O. A.I.G. 10000 81.18 - PANEL 5 (GENERATOR PANEL) BRKR WIC LOAD (WJ DESCRIPTION CKT!' CKT! DESCRIPTION LOAD (WJ WIRE BRKR. 20/1 •12 O2 W1 RECEPT. GARAGE 1 2 GF.C.I. RECEPT. BATHROOMS O 012 20/1 15/1 014 M. BEDROOM 3 4 DEN / GUEST 014 ISA M. BEDROOM 5 6 DEN/ GUEST M. BATH LIGHTS 1 8 BEDROOM 02 M. BATH LIGHTS 9 10 BEDROOM 03 KITCHEN LIGHTS ii 12 LIVING ROOM 20/1 •12 1200 REFRIGERATOR 13 14 LIVING ROOM 20/1 012 1200 DISHWASHER 15 I6 DISPOSAL 1200 0I2 20/1 20/1 012 1200 GARAGE DOOR OPENER I -I 18 MICROWAVE 1200 M2 20/I 20/1 012 SPARE 19 20 SPARE 40/2 08 1,500 A.H.0 02 W/ HEATSTRIP 21 22 A.C. COMPRESSOR 02 000 08 30/2 23 24 SPACE 25 26 SPACE 21 2S 29 30 1� ALL BEDROOM CIRCUITS SHALL BE ARC -FAULT PROTECTED (NEC 210-12(5) �2 GEN LIGHTING ( --- SF a 3W/SF) = 11058 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONY) LOAD CALCULATIONS lat 10.0 K.W. a 100% 10.0 REMAINING K.W, a 40% 15.5 A/C {-TEAT STRIP sm 6591. 12.15 31050 K.W. 3-02/0 COPPER IN 2" PVC MAN COMBO pK200 O COMBO NEUTRAL a MAC. h AHU. w 2 200 p Imo= DRYE p 6 AMP e QUIP. 8 METER BLANK BLANK ID MAIN FEED THROUGH FILTER LUGS 22000 AIC UNDERGROUND TO FPdL TIE-IN LOCATION 04 COPPER GROUND TO 5/8x8' GROUND ROD d COLD WATER PIPE t FOUND. STEEL NOTE: ALL FIXTURES IN CLOSETS TO COMPLY W/ NEC 410-8 31C050 240 V. = 156.9amp. 200 AMP i=NL A LCTf CAL RI&E THIRD LEVEL G14 GENERAL NOTES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2% W/ 1.8 NEUTRAL IN 3/4" P.V.G. 100 AMP SU8 PNL 16 Z • 0 z N Lu q pN N ce 0 <<o a. 0ae $ �0 J «m U U M go :i 8h01 K • A,w � v 01 YI P � O LU W _LU w Z ZN W `` zo J � � m 1J U) Z U J 66NQ1 LL F J w= �< 2 w D m N Ui Z Z i O O F mo m i H z Qf CD 0— �® lip LL_ u— agl w E5� a 2 O W 0 W � C> N z Q � W MOH HVN EFIIeNO.: Sheet No: 9 of --sheets F r A 15 16 N lxl L K J H G I 4 5 6 7 8 9 10 11 12 13 14 28'-0" FIRST LEVEL FLOOR PLANS 3 4 5 e A SECOND LEVEL *_8" THIRD LEVEL R Z0 — a 0 j° 4< U 9 m 311"1nn�r- L t�C [E' l.n She lAp: 1,-AC, Cs - of --sheets 6 7 8 g 10 11 I 12 I 13 1 14 1 15 I 16