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HomeMy WebLinkAboutBuilding Plans■ ■ ME I I I,I l,l iI I. I I' II I GENERALNOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THE 6th ed. 2017 FBC RESIDENTIAL CODE AND LOCAL AMENDMENTS, NFPA 101. NOTHING CONTAINED IN THIS SPECIFICATION OR SHOWN ON PLANS SHALL BE CONSTRUCTED AS TO CONFLICT WITH ANY LOCAL MUNICIPAL OR STATE LAW OR REGULATION. ALL SUCH LAWS OR REGULATIONS ARE HEREBY MADE PART OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THAT WILL BE ACCEPTED. CONTRACTOR BEING REQUIREDTO MEET BUILDING AND FIRE DEPARTMENT REQUIREMENTS AS APPROVED BY THE OWNER. 2. ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE. 3. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. 4. GENERAL CONTRACTOR SHALL REPORT ALL IRREGULARITIES AND DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK. 5. CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE (1) YEAR AFTER DATE OF ACCEPTANCE BY OWNER. 6. ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS AND DOORS SUPPLIES. 7. ANY BLOCKING, NAILERS, FLASHING OR OTHER REQUIRED FRAMING MATERIAL SHALL BE INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED. 8. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. THE ARCHITECT'S PERIODIC VISITS TO THE SITE SHALL NOT RELIEVE THE CONTRACTOR OF TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY. 9, ALL STUCCO, METAL LATH, AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS AS OUTLINED IN THE U„S. GYPSUM CONSTRUCTION HANDBOOK, ESPECIALLY IN REGARDS TO ACCESSORY PRODUCTS, SUCH AS, CONTROL AND EXPANSION JOINTS. CONSULT WITH THE ARCHITECT PRIOR TO INSTALLATION, 10. WOOD SPECIFICS # 2 HEM -FIR SOUTHERN PINE OR SPRUCE PINE -FIR W/19 % OR LESS MOISTURE CONTENT. 11. ALL WOOD FRAMING/SHEATHING SHALL MEET PROVISIONS ON CHAPTER 23, FBC 2017. 12. ALL PRODUCT ENCLOSING THE BUILDING ENVELOPE TO MEET FLORIDA PRODUCT APPROVAL EGRESS WINDOWS NOTE ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE A MINIMUM TOTAL GLASS AREA OF 5.0 sq. ft. GROUND FLOOR WINDOW AND 5.7 sq. ft. SECOND STORY WINDOW THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE TWENTY-FOUR (24) INCHES, AND WIDTH TO BE TWENTY (20) INCHES. SILLTO BE 44" MAXIMUM ABV. FIN FLOOR BUILT-INS & FINISH 1, SEE SHOP DRAWINGS FOR ACTUAL KITCHEN LAY -OUT. SUBMIT ALL SHOP DRAWINGS FOR REVIEW. 2, ALL PANTRY AND LINEN CLOSETS TO HAVE (4) WIRE SHELVES UNLESS OTHERWISE NOTED 3. OWNER TO SELECT ALL COLORS AND FINISHES UNLESS OTHERWISE NOTED ON THESE DRAWINGS. 4. ALL CLOTHES CLOSETS TO HAVE WIRE ROD & SHELVES AS SHOWN 2'k4" TOP PLATE 2"x4" KNEEWALL (2)2"x4" BTM. P.T. PLATE D CABINET SECTION SCALE: 1/2"=1'-0' 2X4NOM.WOOD FIXTURE & BLOCKING CABINET (3) 1-1/4"SELF TAPPING LOCATION + SCREWS I + + + METALSTUDS OR CMU WALL ELEVATION (3) 1-1/4" SELF TAPPING SC S PLAN NOTE: FIXTURES AND CABINETS REMOVE RETURN A� INSTALLED PER MANUFACTURER'S WD. BLOCKING SPECIFICATIONS. FOR BLOCKING AT CMU WALL USE lX4 P.T. SHOT TO WALL WITH HILTI XDWS AT 6" O/C NOTE: ALL WOOD IN CONTACT W/ MAS. TO BE PRESSURE TREATED 2 BLOCKING DETAIL FOR HANGING FIXTURES AND CABINETS N.T.S. DECOR. TRIM METAL ANGLE- ATTACH TO MOULDING TRUSS W/SCREWS AT 12" Y2" PLYWOOD O C. ,TRUSS BOTTOM CHORD 5/8" DRYWALL 22" --�f ATTIC ACCESS SECTION 3N SCALE 3/4" = 1'-0' DOOR SCHEDULE ALL EXT. COMPONENTS & CLADDING REQUIRE PRODUCT APP �10)1 SIZE MAT. TYPE HDWE 1 3'-0' x 8 0" COMP. OR MTL CLAD SWING EXT. 1 / 5 W/ 24" SIDELITE 16 SF FRAME AREA 2 160"x 7-0" MTL. CLAD OVERHEAD AS PER MANUF. 3 2'-8"x 8' 0 SOLID CORE OR MTLCLAD 1 3/8 THK . SWING 4 W/ SPRING HINGE 4 2'8"x 8'0' WOOD/COMP. SWING 3 rJ 2-8 x8 0' WOOD/COMP SWING 2 6 2-4"x8-0' WOOD/COMP. SWING 3 7 2'-6"x8-0" WOOD/COMP, SWING 2 8 2'-6" x 8'-0" WOOD / COMP POCKET AS PER MANUF 9 2'-0" x 8'-0" WOOD/COMP SWING 3 10 (2)2'-6" x 8'-0" WOOD/COMP SWING 2 11 12'-0' x 8'-0" ALUM./GLASS SLIDING AS PER MANUF 96 SF FRAME AREA 12 1'-1011x8'-0" WOOD/COMP. SWING 3 ALL EXTERIORS WINDOWS AND DOORS TO BE IMPACT RATED SEE A-2 FOR WDW AND DR DETAILS WINDOW SCHEDULE DESIGN DETAILS s A 52" X 63" SH 35 34.2/-37,4 PS A A B 23.5 SF FRAME AREA DOOR HARDWARE DOOR NOTES 1. LEVER HANDLE W/ LOCK ENTRY SET OR APPROVED EQUAL 2. LEVER HANDLE W/ PRIVACY LOCK 3. PASSAGE LATCH SET 4. LEVER HANDLE W/ LOCKSET 5. EXTERIOR DOORS SHALL BE WEATHER STRIPPED AND OVIDED WY A THRESHOLD RAPPROVAL 1. PROVIDE WALL OR FLOOR MTD. DOOR STOPS FOR ALL DOORS 2. CONTRACTOR TO SUBMIT SHOP DWGS TO FOR APPROVAL PRIOR TO CONSTRUCTION 3. ALL HARDWARE TO BE BRUSHED ALUMINUM OR SATIN CHROMIUM SCHLAGE OR EQ. 4. 1 1/2 PR. BUTTS, FINISH & STYLE TO BE SELECTED BY OWNER PRODUCT SUBMITTAL AFFIDAVIT PRODUCT MANUFR. MANUF DSGN PRESSURES MODEL FLORIDA # DESIGN PRESSURES T + _ FIBERGLASS _ a SH WINDOW MI +55/-55 185 SH FL 17499.9 +34.2/-374 SGD MI +60/-60 120/130/140 FL 28297.7 +32.2/-39.6 MTL GAR. DR. CLOPAY +36/42 SECTIONAL FL 16107.3 +3 2/-35.6 ROOF SHINGLES CERTAIN TEED ---- LANDMARK 18-1114.02 ---- METAL ROOF DYNAMIC METALS __- 5V CRIMP 26ga FL 27499.15 ---- UNDERLAYMENTS OWENS CORNING ____ TITANIUM FL11602 ---- I HAVE REVIEWED THE ABOVE COMPONENTS AND HAVE APPROVED THEIR USE IN THIS HOME. THEY PROVIDE ADEQUATE RESISTANCE TO THE PREDICTED MAXIMUM PRESSURES DUE TO WIND LOAD AND FORCES SPECIFIED BY THE CURRENT BUILDING CODE PROVISIONS. w NOTE. ALL GLASS TO HAVE A 'U' VALUE OF 1.05 MAX & A SHGC OF 0.50 MAX �o D A I W 28'-10" I 29'-2" 1,-4" 13'-1 ,.7.'4�'.4. 13' 1" I 6'-4.. �. 15' "' T-9" ------------ 1-r------- ---I------------- =GR=55 441 r//zzwd riJ i,///, Z, M����Mzkj ivzz�If,� .. 00 COVERED PATIO Ozpolo Q r • • • IL 1410 J1, �I � a PAO / GREAT -• • 010, A �eI FAR �I . • - s;,acearo,- axnaaaa.., �!� .ax'"+.s ;: ice'::•:. 441 • , �• .. . J ACCESS NO L III ', cp 0wv��avw��asvvvww�wvviews-momwa - FE IIo THRU-•• W/ GLASS ENCL � r_ F SHOWER ■- iJl • • // ' C�WALLS ■ �11 .♦� / ATTIC IN V14 o op i aVERIFYLOC -I -OAF ' .. ►. �;; •;• •FRAMEFF - Fm - � �• • • � - iri � 9000ZZ% i r. ^ m!j ®EGRESS l .: i♦♦♦♦♦♦♦♦♦�♦�♦ Q . ♦!i!i!i!i♦i _'t� � IN i ��i Ci!✓���!J 5161 mg 1090,00�005 - - / ► s q ►I♦ n ���i �'c LAJ Ic♦t� _�� S 0 1 OFROOFAB J i �© 14-2" WALL LEGEND ALL WALLS ARE @4'IUNLRESS OROTHERWISE NO EDED 8" CMU WALL BEARING AT 9'-4" A. F.F. 8" CMU WALL BEARING AT 10'-0" A.F.F. 6" INTERIOR BEARING WALL AT 9'-4" A, F. F. W/R-11 BATT INSUL. MEMSEM STUD WALL OR OPTIONAL METAL FRAMING TO CEILING. STUDWALLOROPT. METAL FRAMINGW/R-11 BATTINSUL. AREA CALCULATIONS LIVING 2012 S.F. 2 CAR GARAGE 470 S.F. COVERED ENTRY 156 S.F. COVERED PATIO 288 S.F. TOTAL AREA UNDER ROOF: 2926 S.F. 16096 CUBIC FEET Rml r\ -- --- y 2 8- -- 4-------� y_R„ DEC 19 ,19 ST. Luc_Runty, Permitting FLOOR PLAN j�j SCALE:1/4"=V-0" gq REVIEWED FOR iQ 12/06/2019 0 D LD T ILI is t� j I STEVFNJ. BRLIi { I RRL=r}IiFC-l" LEEA LFA R12008/0�8 Fri Ems T T co coco 0 UU_o W m0 o O LL U r cq d E o 2i E @) z V1 } ° =Q o F- Q Y 00 y it V) a M W O W Op H F' °E-' UWLU Z 05 c Oo o�9 W F- N Z � U �j 0 L1J � tz W Q L a)= U W .o v) U Q O cTo CODE COMPLI ❑ pp Uy Bocc FILE COPY DEC 30 2019 s£+EFr A-1 FLOOR PLAN I~ DOOR & WDW JAMB / HD / SILL DETAILS ❑ NOTES • ALUM. FINISH AND GLAZING COLOR TO BE APPR. BY OWNER • EXTERIOR WDW & DRS TO BE IMPACT RESISTANT • ALL FENESTRATION AND EXT. DOORS SHALL BE INSTALLED AS PER PRODUCT APPROVAL, ADJUST AS REQ D - • 8" MIN. FLEXIBLE CONIC. WATERPROOF MEMBRANE.TREMCO VULKEM 450 OR APPROVED EQUAL ON EXTERIOR OF OPENING. AND ENTIRE RETURN. WDW: BUCKS TO BE CAULKED TO BLOCKOPNG. + WDW. INSTALLED AND SEALED PER ASTM C920 CLASS 25 GRADE NS OR GREATER STUCCO KNISH. PERIMETER SEALANT CONIC. OR MASONRY CONIC MASONRY UNIT IN PT. FURRING. 1x5 P.T. BUCK STUCCOFINISH .•' r:'•,r • F14 PRE -OAST 112" FOIL BACKED GYP [10 LINTEL �, BOARD.R=4.1 oQ CONT. 1 " x P.T. WD BUCK SEALANT AND NER BEAD DRYWALL BOARD WATERPROOF - R SURROUND FASTEN THIRD BUCK CAULKING W/LAPCONS AS PER S_ HUNG WINDOW PRODUCT APPROVAL DOOR FRAME SET N SEALANT FASTEN THRU BUCK W/ 114.. SHIM SPACE TAPCONSAS PER CONT.SEALANT PRODUCT APPROVAL SINGLE HUNG WDW. HEAD S.G.D. HEAD A JAMB SIMILIAR JAMB SIMILIAR GONT.SEALANT ALUMINUM SH WINDO MARBLE DOOR FRAME STOOL SET IN FASTEN TO SILL 1/4" SHIM SPACE GROUT BED AS PER COW SEALANT I PRODUCT APPROVAL CONT.SEALANT 1'x PT_WD BUCK STUCCOFINISH RAISED BAND4 ', ••' A''DRYWALL 'vs PER ELEVATION ca°sa*`7j FLOOR COVERING Y" FURRING @ (j'a GONG OR MAS 24" o.c FILLED SILL GAP GROUT BED CONCRETE SLAB ■ B SINGLE HUNG WDW. SILL S.G.D. SILL FILLED CELL COLUMN JAMB •.p! AND PRECAST - LINTEL @ HEAD • ' 2x4 P.T. BUCK ' im FASTEN TO LINTEL WIY,"X3Yq' TAPCONS @ 12" C.C. SELECTED CASING SEALANT AND DRIP WOOD FRAME l FASTEN TO BUCK w/SCREWS AS PER WIND DESIGN BASIS WALL ELEVATION BRICK MOLD, PRODUCT APPROVAL 5th ED. FBC 2017, ASCE 7-10 A=4' '�'' HEIGHT ULTIMATE WIND SPEED: 170 MPH F7 SWINGD(��I�IIEAD NOMINAL WIND SPEED :132MPH RISK I ZONE JAMB SIMILIAR CATEGORY II ZONE I ® ZONE EXPOSURE C 5 I I 5 ENCLOSED INT. PRESSURE COEF'. +/-.0.18 BLDG WIDTH L 4 _ I I MEAN ROOF HEIGHT = 13 -3 I I FIBERGLASS OR WALL PRESSURES COMPONENT & CLADDING METAL CLAD DR RECESSED OR FLUSH MTD. s ALUMN. THRES. 2\ � I ExFANSIONowT . � Q 4 A� ' SET IN color BED OF SEALANT F EXT. THRESHOLD DETAIL I NOM. WIND SPEED: 132 MPH ULT. WIND SPEED: 170 MPH SOST. ZONE 4 ZONE 5 SQ.FT. ZONE 4 ZONE 5 PRESS./SUCTION PRESS./SUCTION PRESS./SUCTION PRESS./SUCTION 10 < 38.0/-41.3 PSF 38.0/-50.9 PSF 10 63.1/-68.4 PSF 63.1/-84.5 PSF 20 36.4/-39.6 PSF 36.4/-47.7 PSF 20 60.4/-65.8 PSF 60.4/-79.1 PSF 50 34.2/-37.4 PSF 34.2/-42.9 PSF 50 56.7/-62.0 PSF 56.7/-71.1 PSF 100 32.2/-356 PSF 32.2/-39.6"PSF 100 1 53.5/-58.8 PSF 53.5/-65.7 PSF RIGHT SIDE ELEVATION SCALE: 1 /411=1'-01, FI^ 12 112 51 12% ii -ll li nll ill II ill I i II Il li Illl i II Il li iI. II II II Ilul-L II IJ..I FIBERGLASS SHINGLE ROOF uEVlslarN rl 12/06/2019 R FVL>ION I 2'k8" FASCIA METAL DRIP _ '- EDGE FRONT ELEVATION SCALE: 1 /4"= V-0" �r�'n■t�lt� Its fill■Il���r■11�1�II�N�1n i��nllte■�_ ,4RGh{ITEGi t.kE'4IAF' I O � i4T2DD8/o�8 I, do % I f. h W" I I • W FIN. FLR. SLAB -` RER ELEVAT�ION r r SCALE: 1/4"=1'-0" co co _j a � mo u- �.. ro a� ? 1 c` E U) m y m < 00 ¢ a m pw F E o W m w U06 > W m d W O N z a n >o TO BM AT 10'-8" W Lu ABV. F.F. z = c —�- U LL l0 T O BM AT 9'-4" 0¢ O( o -.,•,..o.-•�.- ,.�....::.,-.,� _ __ - ABV, F.F. ' P rg �y)s. DRAWN ■ SJU, k, C ■ Hare _. OCT o-F' T2 22 20 J° FIN FLR SLABrl F� �5 5� L V T I N � ,�� �H-bW�l o P A SCALE: 1/4.P_1 0' REVIEWED FOR CODE COMPLIANCE 30 2©99 I 3T. LUCIE COUNTY DEC Copy ELEVATION` BOcc FILE �F I� ❑ Do NOM. 2x6 WOOD STUD WALL @ 16" O.C. 'X4!' WOOD STUD ALL@ 24 O C NOM. 2x6 WOOD FIRE BLOCKING. JAX ALL BEARING WALLS FRAMING LUMBER TO BE HEM. FIR OR BETTER m HORIZONTAL BRIDGING m w R-11 BATT INSUL. � > X4 FIRE BLOCKING AS REQ'D USP SPT6 STUD PLATE TIE EACH STUD. W/ (6) 10D X 1-1/2 P.T. NOM. 2x6 WOOD BTM PLATE FASTENED MIN.25 GAUGE CHANNEL TO SLAB WITH 1/2' DIAMETER 'REDHEAD ? OT 0 SHAPED STUDS 24" (MINIMUM 5"EMBEDMENT) &3'x3"STEEL TO DECKW/RAMSEPLATE ED I 1Q WASHER AT 30" O.C. PINS OR APPROV EQ EACHSYPBD,APPLIED EACH IDE PINS HILTI PINS 145" DIA x 1" 4" CONCRETE SLAB //— ONC FLOOR SLAB LG � / tINISIHFLOOR _ @?16"O/C 1" J FINISH FLOOR _ WASHERS TOCONCRETE NTER#OR BEARING WALL @ GARAGE STEP-DOWN T.O. BEAM AT 9'-4" ABV. F SCALE 3/4" = 1'-0" EXPANDED3/8" RIB LATH SHALL BEATTACHEDTO HORIZONTAL WOOD FRAMING MEMBERS WITH NAILS OR STAPLES TO PROVIDE NOT LESS THAN 1 314" PENETRATION INTO HORIZ. WOOD FRAMING MEMBERS !I 8"X8"PERIMETER J BEAM REINFORCED WITH 1 #5 REBAR CONT.,: FILLED WITH 3000#-DENSE GROUT ALUMINUM THRESHOLD SET IN CONT.� BED OF SEALANT EXPANSION JOINT,^. REAR PATIO SECTION 'r ENTRY SECTION EXPANDED 3W RIB LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAM ING M EMBERS WITH NAILS OR STARES TO PROVIDE NOT LESS THAN 1 3/4'' PENETRATION INTO HORIZ. WOOD FRAM ING MEMBERS 8"X8".PERIMETER BEAMREINFORCED WITH.1. #55 REBAR CONT. , FILLED WITH 3000# DENSE GROUT FURRING OUT W/ P.T. 2x BLK' SCALE; 3/4"=1'-0" COVERED PATIO L — — — — — — — J r rievlsloN 1Q 12/06/2019 r�evlsloN 1 RbV1.5ID PJ 1 0 Q Lb w PA El 19 71 Ilm Li 99 Em Al ULNEERA L & STRUCTURAL NO I ES 1. ALL WORK BY ALL TRADES SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED ON PLANS OR NOT. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ROUGH OPENINGS PRIOR TO CONSTRUCTION. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE DRAWINGS. ALL DIMENSIONS, WINDOW AND DOOR OPENINGS ARE NOMINAL. 3. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING ENERGY CODE AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THE CODE. 4. ALL SECTIONS, DETAILS, AND NOTES SHOWN ON THESE DRAWINGS ARE INTENDED TO TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS UNLESS OTHERWISE NOTED. 5. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR STEEL BE PRESSURE PRESERVATIVE TREATED. 6. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ASTM 694-61 FOR ALL MEASURING, MIXING, AND TRANSPORTING. 7. CONCRETE SHALL MEET DESIGNED COMPRESSIVE STRENGTH AS NOTED ON DRAWINGS WITHIN 28 DAYS. 8. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, FY = 60,000 PSI, DEFORMATION BARS IN ACCORDANCE WITH THE LATEST ASTM SPECIFICATIONS. 9. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETER MIN. WHERE SPLICED AND SHALL BE EITHER SEPARATED BY ONE BAR DIAMETER OR WIRED TOGETHER. 10. LAP ALL REINFORCING STEEL AT CORNER SPLICES 48 BAR DIAMETER MIN. AND STAGGER SPLICES. 11. WELDED WIRE MESH TO BE LAPPED 6" AT SPLICE MIN. 12. CMU CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CONC. FILLED BLOCK CELLS AT EACH LIFT. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION PRIOR TO CONCRETE PLACING. 13. ALL WALL SYSTEMS SHALL BE BRACED AS REQUIRED DURING ERECTION BY CONTRACTOR. 14. ELECTRICAL SERVICE GROUNDING IS ALSO REQUIRED TO FOUNDATION REBAR AND METAL WATER SERVICE FOUNDATION NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH 6th ED. 2017 FLORIDA BUILDING CODE AND LOCAL AMENDMENT$ & ASCE 7-10. 2. FOUNDATIONS WERE DESIGNED USING A MINIMUM SOIL BEARING VALUE OF 2500 lbs. PER SQ. FT. FIELD VERIFY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK. 4. CONCRETE SHALL BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94 TO ACHIEVE A 28 DAY STRENGTH As FOLLOWS: BEAMS AND COLUMNS ----------------- - -- - ----------------------- - --- 3000 P.S.I. SLAB ON GRADE AND MONOLITHIC FOOTINGS ----------- - - 2500 P.S.I. ALL WORK SHALL CONFORM TO ACI 301 AND ACI 318-11 5. THE FIBER -REINFORCED CONCRETE MIX SHALL BE DESIGNED IN ACCORDANCE WITH ACI GUIDE LINES. ADD FIBERS AS NECESSARY TO CONTROL SHRINKAGE STRESSES, AND TO PROVIDE EQUIVALENT SLAB PERFORMANCE WHEN REINFORCED WITH 6X6-WI.4X W1.4 W.W.M. 6. NO ADMIXTURES SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL BY THE ENGINEER. GENERAL PLUMBING NOTES 1. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 61H ED. 2017 FBC_PLUMBING LOCAL ,ND STATE CODE REQUIREMENTS. 2, ',AtL MATERIALS SHALL BE NEW AND APPROVED BY APPROPRIATE CODES. 3. PLUMBING CONTRACTOR TO PROVIDED ALL REQUIRED PLUMBING PERMITS. 4. FURNISH AND INSTALL WATER AND SANITARY TO THE FIXTURES IN ACCORD WITH LOCAL GOVERNING CODES. ALL DOMESTIC WATER PIPING SHALL BE POLYBUTYL OR COPPER, AS ALLOWED BY CODE. ALL SANITARY PIPING SHALL BE CPVC OR PVC AS CODE PERMITS. 5. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER THE DATE OF WORK ACCEPTANCE. 6. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNION SHALL BE USED 7. PROVIDE AND INSTALL PLUMBING FIXTURES AS APPROVED BY OWNER AND PERMITTED BY CODE 8. ALL EXCAVATION AND BACKFILLAS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. 9. DO NOT SCALE FOR THE EXACT FIXTURES, PIPING, EQUIPMENTETC. 10, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS CONSTRUCTION. 11. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP, INSTALL PER PDI IN EFFECTIVE RANGE. 12. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 13. PLUMBER TO PROM DE EXPANSION LOOPS IN HOT WATER LINES. 14. INSTALL PRESSURE REDUCING VALVES AT WATER METER IF REQUIRED PER FLORIDA BUILDING PLUMBING CODE. 15. IN GENERAL, PLANS AND DIAGRAMS OF PLUMBING RUNS ARE SCHEMATIC AND SHOULD NOT BE SCALED. COORDINATE AT SITE ALL PLUMBING WORK SO AS NOT TO CONFLICT IN LOCATION WITH OTHER WORK. SHOULD CONFLICT ARISE, NOTIFY ARCHITECT IMMEDIATELY BEFORE INSTALLING PIPING OR EQUIPMENT. 16. SHOWERS SHALL BE ANTI SCALD CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120° F. (48.8° C) NOTE: 1. PLUMBER TO FIELD VERIFY PLUMBING VENTS, AND TO USE STUDER VENTS WHERE REQUIRED. 2.11/2" VENTS WILL BE USED ACCORDING TO FIELD CONDITIONS. 3. PLUMBER TO VERIFY HOSE BIBB LOCATIONS AND ADJUST ACCORDING TO FIELD CONDITIONS. JL 2" V.TR. 2" STUDOR -Jlr- VENT JL 2" V.T. R. DBL. LAV TUB 2 SINK F- C/O j 2" wo WC LAV LF -W ----u 3"' LAV LAV 2" 3" 3" 3" TUB 2" 2" 3" 2 WAY C.0 TO SHW 4" WITHIN T-0" OF BUILDING TO SANITARY SEWER PLUMBING RISER DIAGRAM N. 7S 1 4" MO OLITHIC CONCRETE VARIES VARIES 1.4/1.4 W.W.M. OR OPT. SLAB EINFORCED WITH: 6X6 SEE FOUND. PLAN WIGARAGE I I CERAMIC TILE AS SLOPE FIBER MESH' IN CONC. MIX DURAROCK 0 - DENSGLAS GOLD �ONI I p OVER 6 MIL� � PER OWNER ON POLY- � ETHELENE VAPOR BARRIER. 4" MTL. STUDS MAX INISH FLOOR CERAMIC TILE v-J `.� FLOOR III III 6.lx 16" MONOLITHIC �21 I El- I CONCRETE FOOTING WITH III -I --III III III III -III -III- (2) # 5 REB?kmo CONTINUOUS. COMPACT ED SAND FILL 8"X10"THICKENED THE NTED FOR TERMITES. EDGE W/ (1) #5- MONO. FTG. REBAR 8" SECTION THRUGAR AGEIFTG. / SUNKEN SHOWER DETAIL 0.1 @GARAGE FTG. 16"x16" MONOLITHIC CONCRETE FOOTING WITH 2- 05 REBARS TYP. SLAB RECESS CONTINUOUS AT PERIMETER 1 1/2" FINISH Iiii 1-11 F-1 II III COMPACTED SAND FILL TREATED FOR .II I=- I 1;;:--1 I I= I I=- I F__ I TERMITES. 1-4- YP. MONO. FTG. SCALE: 1/2"=1 -0" WTH,11,15REBAR CONTINUOUS. • ------ fl�Q_IM I X-11 I E � Tir. ii� ET -IM. TI lmi_�� 11-111 I 1 -1 71 ff 8"X12" STEP DWN. EDE SCALE: 1/2"=1'-0' WITH (1�) #5 REBAR I CONTINUOUS f dj x 6 U SCALE: 1/2"=:1-01. DURAROCK VARIES L W/CERAMIC SEE FOUND. TILE PLAN CERAMIC TILE FLOOR 8"Xioll THICKENED EDGE W/ (1) #5- REBAR Ir 14" SUNKEN SHOWER DETAIL SCALE, 1/2"= -0.1 ANCHOR BUCK TO CONC. BLK.. W/ DOOR rRACK 3/16" x 3 1/2" TAPCON CONCRETE SCREWS @ 8" D.C. STAGGERED GARAGE DOOR (ATTACHMENT TO OR 1/2"X8" J BOLT OR 5/8" EXP. BUCK BY MFR.) SEE PROD. BOLT, @ 12" APPROVAL 11 1/2"): 1 1/2" RECESSED 2X6 P.T. BUCK WATERSTOP 6" BEYOND GARAGE (TOPANDSI ES) \DOOR AMBS COLUMN BLOCK To BE \\\ 8"06" :ILLEP CONC. BLOCK STANDARD 2 CELL OR'O'BLOCK COLD N NWI3#6REBAR FROM @ CONTRACTORS OPTION ION FOOT11 IG TO BEAM TYP. AT GARA( iE DOOR OPENING _ O.H.DOOR JAMB DE' AIL SCALE: 1/2"=V-0" MIN. 3" COVER TYPICAL. 2) #5- REBARS CORNER BARS CORNER STEEL DETAIL E f N.T.S. rsvislON V-4" 13'-1 4'-6- T-8" T-3" 3'-8" 4--6" 2-4- 2, 9„ Di 8"x16" COL. W/245 BARS VERT. - WOW A/ 4 2 x4Z CONC. I 42"x42"xl 2" CONC. " 'x 2' F FTG. W/#5 BARS @ A G W/# 5 BARS 9 C O.C.0 C EACH 6" EACH WAY H WA 7iF-4" 4" THICK POURED CONC. SLAB W/ FIBERMESH ON.6 MIL. VAPOR BARRIER OVER COMPACTED TERMITE TREATED SOIL 2� 0 7t 4'-6" 3'-0" 2'-8" WDW 12'-2" 68" PROVIDE (2) #4 X 60" _j @ CORNERS 4" THICK POURED CONC. SLAB W/ 6X6 1.4/1.4 W.W.M OR FIBERMESH ON 6 MIL. VAPOR BARRIER OVER COMPACTED TERMITE TREATED SOIL NOTE: SLAB TO BE A MIN. OF 18" LARC 9 v 9 v 9 HB VERIFY ALL PLUMBING LOCATIONS] BEFOREINSTAILATION 9 lit rF� 610, 2" - I lie _�j FTr 7-1 E, ]I LLL =j) 23'-10" 3" 9 iv L -1 9 It a 9 It A 7 3" 21 . ;:7N\ I VERIFY ALL WINDOW & DOOR OPENINGS WNANDOWS & DOORS j SUPPILIED PRIOR TO COLUMN LAYOUT. I v I PROVIDE (2) #4 X 5-0" 2" Ev v A Fr- -I 1-� 2 1 W BRG WALL T-1 1 2X 2"" I 6-2" 9 v 1 I i @CORNERS 5'-4" DR T 20'-8!' 8 E4 L HB 'M' ON E. IP ENT Q I �PA SVERIF SIZE & LOC. C? v 64" WOW 4'-6" 4-4' 4-4- WDW J 4'-0" 6-8" uj r T-4" 9 F 4-/ HBO X /A Z 1v 12"X12" BLK. COLUMN W/ 2 # 5 VERT. 24x24XI2" W/ (3) #5 6-8" 11 1/2�,x 1 1/2., @ RECESSED WATERSTOP REBAR EACH WAY l GO 2W16-0" Wll�ZINC�20TQF 14--2" BUILDING 20--2" 2'-4" 2T-4" + A E --E kj LT Q Q Lb L_ _p ,TE-VENJ. -F'R-L'thf L-FE-DAP ik, \t cr) co c?) (y) _j < ILL. 0 w 9 CC 0 a_j LL c\I El 0� q W 'ma E c/) rn < < I.- E W W > O U) z N: @) o I.- LLI 2 LL CD > 0 Im El 's -F" l<_/a DATr 'Top -T- c -,- 22, 2019 ASSI-fOWN SHC67 FOUNDATION PLAN SCALE- 1/411= Lj gomidmm= FILE COPY sso UPLIFT R e �`��� NG �� � �� CONNECTOR SCHEDULE ' X CONNECTOR TYPE' 1. LAYOUT IS TO SHOW THE DESIGN INTENT. (2) NUMBER OF CONNECTORS 2. TRUSS MANUFACTURER SHALL SUBMIT PLANS AND ENGINEERING DRAWINGS FOR PERMIT, WHICH SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA FASTE ERS: SIMPSON or EQUAL Description'. '.. MARK '.. FLORIDA 3. DESIGN LIVE LOAD: =_ FLOOR 40 PSF L.L. Product Code truss/beam/ masonry wall UPLIFT F1 F2 APPROVAL —_ _ ROOF 30 PSF L.L. 9 irder /wood Post - 25 PSF DEAD LOAD ULT WIND LOAD 170 MPH A HETALI6 TRUSS ANCHOR (14) 10dx1-1/2" EMBED 1610 415 1100 FL11473 NOM. WIND LOAD 132 MPH 4. " ALL MEMBERS SHALL BE SO FRAM ED,ANCH 0 R E D, TI ED AN D BRACED THAT TH EY HAVE THE B DETAL20 TRUSSANCHOR (18)10d EMBED 2480 2000 -1370 FL11473 -, REQUIRED STRENGTH AND RIGIDITY. C; HTS20 TWIST STRAP (20) 16d SINKERS (24) 16d SINKERS 1310 -- --- FL13872 5. GENERALLY WALL SIZES INDICATED ARE BASED ON NOMINAL LUMBER SIZES. CARE. SHOULD 6E TAKEN DURING LAYOUT TO HOLD ALL EXTERIOR DIMENSIONS AND WORK INTERIOR DIMENSIONS TO D LUS28 HANGER (6) 1 Od (4) 1 Od 1165 R= 1100 --- FL10655 THE CENTER LINE OF WALLS. 6. ALL CONNECTIONS SHALL BE AS SPECIFIED IN THE 2017 FLORIDA BUILDING CODE AND LOCAL BEAM AMENDMENTS : REINFORCEMENTS ._ SEE PLAN 1011 = 7. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE/TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. I SEE PLAN 8. ALL PLYWOOD EXPOSED TO THE WEATHER SHALL BE EXTERIOR TYPE. CONT. BEAM BLOCK 9. ALL CONNECTORS HAVE BEEN SELECTED TO. RESIST LATERAL LOADS. 4 10. TRUSS LAYOUT & ENG. TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO 5' e .�% - CONSTRUCTION I FILLED CELL MASONRY NOTES ..: a REINF: - CONC. COLUMN. -__ 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD SEE PLAN. BEARING CONCRETE MASONRY. LINTEL SEE SCH. — FOR REINF. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR. DESIGN COMPRESSIVE STRENGTH _ _ FM=1,500 PSI - SEE PLAN' _ 4" 4„ 3. COMPRESSIVE YIELD STRENGTH OF C.M.U. AT 28. DAYS SHALL NOT BE LESS THAN 1,500 PSI - MIN. : MIN. 4.. THE CONTRACTOR MUST BE CAREFUL TO PROVIDE CLEANOUTS AT ALL VERT. BAR TYP, PRE CAST LINTEL LOCATIONS AND ASSURE PROPERLY POSITIONED AND CENTERED REBAR AND THAT ALL i CELLS ARE RODDED AND MADE CLEAR OF ALL MORTAR AND OTHER DEBRIS. � 5 RESPONSIBLETHE CONTRACTOR SHALL PROVIDE AND BE ADEQUATE BRACING /�, g, �I DROPPED MASONRY CONSTRUCTION. ALL WALLS ARE TAND OTHER'. O BE FULLY IT D isa./iY"IPOSITE=',.BEA ? DIET. _ FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE _ SCALE: 3/4"=1'-0" 6. CARE MUST BE TAKEN BY THE CONTRACTOR. TO INSURE QUALITY WORK AND PROPER == PLACEMENT OF ALL REINFORCEMENT. VERICAL WALL REINFORCING SHALL BE LAP SPLICED AT NO GREATER THAN 8'-0" O.C. AND SHALL BE LAPPED MINIMUM OF Z-4". CLEANOUT!$ MUST BE PROVIDED AT ALL LOCATIONS. WHERE SPLICES OCCUR WITHOUT EXCEPTION, THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND +. ;:: ; — CENTERED IN THE WALL. ?� _ 0 = 7. GROUTING OF CELLS: LOW -LIFT OR HIGH -LIFT GROUTING MAY BE USED IN GROUTING WALL w .ry, CELLS, AT CONTRACTOR'S. OPTION. THE FOLLOWING SPECIFICATIONS SHALL APPLY: FILL LINTELS W/145 BAR 0°'+ A. REINFORCING STEEL SHALL BE SECURED IN PLACE AND INSPECTED PRIOR TO GROUTING. - AT BOTTOM OF CAVITY z a _ B. ALL GROUT SHALL. BE FUDDLED OR VIBRATED IN PLACE. ^; #5 CORNER am C. GROUTING OF BEAM OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION a c DOWELS D. THE TOP OF UNFILLED CELL COLUMNS UNDER A HORIZONTAL MASONRY BEAM SHALL BE : O INSIDE A D COVERED WITH METAL LATH OR SPECIAL UNITS TO CONFINE THE GROUT FILL TO THE REAM - OUTSID OF - SECTION. VERTA BAR E. ALL BOLTS, ANCHORS AND OTHER EMBEDDED STEEL SHALL BE SOLIDLY GROUTED IN PLACE. ASSHO AS N.. . OPENING BELOW 8 GROUT SHALL BE 3000PSI COURSE MASONRY GROUTASTM. C-476. PEA GRAVEL CONORETE.IS I I PROHIBITED .. III . 12"12"CONC:. - BLOCK COLUMN PRECAST LINT EL T ABLE (CASTE-CRETElid ) III -. LENGTH OF LINTEL ALLOWED GRAVITY LOAD APPLIED GRAVITY LOAD ALL UPLIFT LOAD APPLIED UPLIFT LOAD REMARKS 1 6'-8" 2632 820 1624 340 8 F16- OBI !.. r 2 17'1 1037 <400 623 250 8 F20 -1 BIT 3 5'-10° 1631 <400 2080 250 1 8 F16 08/IT - I 4 T-7" 3820 <400 3060 250 8 F16 - OBI II I.. 5 5'-10" 1631 1225 2080. 1020 8F16 1(3/1T 6 5'_10" 1631 775 2080 590 8 F16 - 0B/IT 7 1 5'-10" 1631 <400 2080 250 8 F16 - OB/IT - 8 13'-6" 1002 <400 560 690 8 F16 - 1 WIT 9 5'-10" 1631 1350 2080 1160 8 F16 - 1 B/IT " 10 5'_10.. 1631 1210 2080 1020 8 F16 - 1 B/IT 11 5'-10" 1631 840 2080 1290 8 F16.1 BLIT 12 6'1 2632 <400 1624 250 8 F16 - OB/IT (l 13 5 CORNER REINF. DETAIL ' SCALE: 3/4"=V 0 12-0 1254 <400 1 724 1 250 8F16.-0B/IT A z Z N I' 3 ^^ 3 `W - ROOF SHEATHING: ZONE 1 & 14 8'-2" 1625 <400 1136 250 8 F16 - OB/IT 14a 8'-8" 1625 <400 1136 250 8 F16 - OB/IT 15 6'-8" 2632 <400 1624 250 8 F16 - OB/IT 16 10'-S" 1366 <400 gOp 250 8 F16 - OB/IT 2 2 q O © 6" O C EDGE AND G 6" O.C. FIELD ZONE 3: 1 7 15'-1" 1250 1 <400 616. 250 8 F16 - 1B/IT 18 14'-5" 1370 <400 520 250 8 F16 - 1B/IT - 4" O.C. EDGE AND 6" O.Q. FIELD 1. LOADS SHOWN ARE IN P.L.F.. O 3 3 Z=4 19132" PLYWD OR Z GREATER TS)_F rJ 'NAIL: F=FILLED W/ 2 Z�'� Sd RING SHANKS r. GROUT/U=UNFILLED QUANTITY OF #5-- f� �""I' REBAR AT BOTTOM oFUNTELcawrY sus 8F8 NOMiNAL� ROOF SHEATHING NAILING SF12 WIDTH L QUANTITY OF#5- _ 8F16 NOMINAL REBAR AT TOP HEIGHT #5- REBAR AT TOP MIN, (1) REQ'D - WIND DESIGN BASIS ROOF DESIGN BASIS 1e'CLEAR N.T.S. .> CMU J w " c�i GROUT 6th ED. FBI 2017, ASCE 7-10 '^ ¢ z #5--REBAR AT ULTIMATE WIND SPEED: 170:MPH 6th ED. FBC2017 BOTTOM OF LINTEL NOMINAL WIND SPEED' 132 MPH RISK MEAN ROOF HEIGHT = <30' 8F32 SF28 8F24 8F20 CAVITY CATEGORY II EXPOSURE C i 20 PSF LIVE LOAD BOTTOM ENCLOSED 25 PSF DEAD LOAD LINTEL SECTIONS ACTUAL REINFORCING INT. PRESSURE COEF: +/- 0.18 10 PSF L.L. TRUSS BOTT CHORD 8"NH PROVIDED IN SCALE: 1/2" = VI LINTEL (VARIES) no 720 01 u R.EVl,SION Lj �zEVISION R IQ£ �- c c Y a 4 - v yr _e .43Ra 1420 CY lu T1 1200 82C Ljj O :D Q zy z CT 00 O� Oo 006 z Q LU O >! ' ' W PSH Z= U oQ r1 co co co ILLQQ m EL LL CD - ND-$LU 'd F E D @ m: y D U' fr a a N a W >_ W ¢ rn N tM @O z L _ U LU - IL U.. CO - O m k — ' SCFtLE ttS S F-D W N 'SHEET — A MIND I� SHEETS — DEL 0 2-tr i , _==a-- - _ - -- - - - - _- -- - - - 10 - - - - -- - GEI E71AL ELECTRI A 9 � 1 _ ELECTRICAL LEGEND - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND 2014 ,j'}, DUPLEX CONVENIENCE OUTLET SWITCH - NATIONAL ELECTRICAL CODES. CONTRACTOR SHALL VERIFY ELECTRICAL PLAN RISER rHi' :0. DUPLEX - SPLIT WIRED $3 3 WAYS ;. ITCH -_ - 2. ELECTRICAL DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY �{ 4 WAYS _ __-- ._ _-- ---_ _ --------------------------------------------.-------- - ITCH ! ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION. 0 ' GROUND FAULT INTERUPTER- - 3. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R Gel: h WEATHERPROOF GROUND FAULT CEILING L GHT OUTLET -- - - - - - 010 - - - - - - - - -- - -- -�-` ' 4. MINIMUM WIRE SIZESHALL BE # 14 COPPER. wP/GFI INTERUPTER PENDANT LIGHT OUTLET 5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE SUPPORT FOR WALL MOUNT LIGHT `� i NOTED. SINGLE CONVENIENCE OUTLET �" `� FLIT FAN. _ _ _ i - I ---------( 6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND -¢- ATTIC LIG T WItH PULL CHAIN ` , ` ' ( CAP W/ CLG LIGHT _ ,,IIIIII,, 230 VOLT OUTLET �q , NEAREST COPPER WATER LINE (COLD). YW Pc. : `� // ` \ : DI I4 I N ° 7 SUPPORT FOR 7. ALL 120V. 1 PHASE 15A. AND 20A. BATHROOM, AND EXTERIOR SPECIAL PURPOSE OUTLET'CEILING FUTURE FAN ' fc RECESSE IN HIGH -HAT / ( ) ® (120V. OR 240V.) .�-O (\\\\�_ 1 VAULTED CLG C.T.V.ge 4A>^�TQ>,�^ Ia,=, RECEPTACLES, SHALL HAVE GROUNDFAULT INTERRUPTER G F I PROTECTION WITH EXTERIOR RECEPTACLES OFTHE WATERPROOF TYPE Tom' ` ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL G.F.I. IN LIEU OF (GFI) so SMOKE ALARM - DIRECT WIRED VP VAPOR P OOF _ 9F 9 _3e a �! �u I I - BREAKER WITH SEPARATE CIRCUIT. -n PUSH BUITON,5WITCH F f i^L`oa'a Y \. \ x/N 8.. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE cso CO' SMOKE ALARM - DIRECT WIRED 9. RECEPTACLES SHALL BE 15A. AND 120V. OF THE GROUND TYPE. EXHAUSTFANOFFER CLG 10. THE ELECTRICAL CONTRACTOR iS TO SIZE MOST BRANCH CIRCUITS A TELEPHONE OUTLET .:,,] ER.ED I- A 1 I LIGHT/ E HAUST FANCOMBO � , MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. - ag 11. THE ELECTRICAL CONTRACTOR 1S TO ARRANGE FOR TELEPHONE FLUORESCENT FIXTURE WP/GFI `� 9'-4" FLAT CLG PUSH BU ON SWITCH SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE P.9. - ' �! L SD COMPANY UNLESS OTHERWISE SPECIFIED QQQ `\�' DOORBELL CHIMES /J ROMEX °`f' CEILING F N (OUTLETONLY) 12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED 13. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER 75 /° OF THE L❑ A/C. DISCONNECT CAP W/CLG LIGHT JUNCTIO BOX ' LAMPS SHALL BE HIGH EFFICACY TYPE ❑ 'SUPPORT FOR � , 14. SMOKE ALARMS SHALL BE DIRECT WIRED 120V. U.L. 217 APPROVED TYPE FUTURE FAN WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S CABLE T.V. OUTLET:: 1 p - RECOMMENDATIONS AND LISTING C(J FLOOD L GHTS PPONE - - - _ CARBON'.. MONOXIDE DETECTOR(S) TO COMPLY W/ UL#2034-96 HB \ n EE �� C/Gf6 - - - - 15. ALL DEVICES SHALL BE SMOOTH TYPE, IVORY COLOR, UNLESS GFI , , K f\IT"�;� h "s_ ,. -- CAP W/CLG LIGHT OTHERWISE SPECIFIED. O \ - ` ,---- _ 16. ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT / \ SUPPORT FOR DEVICES. OF TYPE AND RATING PER MANUFACTURER NAMEPLATE / ' �� ..FUTURE FAN _ - = SPECIFICATIONS. f'� W.I.C. r C.T.V. �� ' C/G I �� , 8 2 FLAT CLG, r 17. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH OTHER TRADES �'j �j j�/j Q > TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL - BEDROOM #3III III WIRING AND CONDUITS ARE IN THE BID. C.T.M. 18. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BERATED AT 1 CFM/SF 9'-4" FLAT CLG \ \ ---------> --- - --- --- --OF VENTILATED FLOOR AREA. - 1 I ` FOR D.W./ DI P �� ;a; / MICR 0 l� 19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL r 1 I - UC/ FI o CONTRACTOR. / RANGE Wj' 20 ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR- --� --- --- ------ 6-L' -' MENTS WITH THE POWER COMPANY BEFORE BIDDING TO $E CERTAIN THAT ^I �_ f t ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE q BID. BATH I I�i f1 SD �7�f7CEs B l S I� 21. ALL RECEPTACLES SHALL BE TAMPER RESISTANT AND IN ACCORD W/ n NEC 210.52 AND ARC FAU LT PROTECTED IN ACCORD. W/ NEC210 12(A) W. I C. VAULTED CLG - `� -; C/Gf+l '� ='. 22. CEILING FANS TO BE MOUNTED PER NEC 422 19, 422.20, 422.21 ® 1 l = 23. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE L_ .: NOTED: I� -= 45"TO CENTER WALL HUNG TELEPHONE 12 TO CENTER TELEPHONE JACKS 46" TO CENTER LIGHT SWITCHES 16" TO CENTER RECEPTACLES W.I.C. s 46" TO CENTER KITCHEN RECEPTACLES OVER VANITIES 1 / 42" TO CENTER BATH RECEPTACLES OC/GFII / ,' _ +60�,,' +80' IP 3 GFI 32' TO BATH RECEPTACLE (HORIZONTAL) /7 I '� r 3 L FORA r W �\ q 12" TO CENTER TELEVISION JACKS I 91" TO BATH WALL SCONCES WIP 24. ALL LIGHTS IN CLOSET SHALL BE ENCLOSED AS PER NEC 410.16 & '' \ ' AHU _ D FBC RE-E4003.12 . \',. --- ` 25. ALL EXTERIOR FIXTURES SHALL BE U.L. RATED FOR EXTERIOR. N 5D I�.- - $A \ tiGtfiTJ �`�. / L" - 3 GFI 26. PROVIDE BUBBLE COVER OVER EXT. RECEPTACLES PER 406-::9(B)(1) j CAP W/CLG LIGHT ° O SUPPO FOR \ r r 1 27. ALL LAUNDRY, BATH & KITCHEN COUNTERTOP RECEPTACLES SHALL BE SUPPOR F-39- I. FUTURE AN GFI PROTECTED &AFCI PROTECTED: PER 21.0.12(A) - I I \ f E ®I BATH \ l 9A" TO 10'-0" / \ COFFER CLG / -,. 28. AFCI PROTECTION SHALL COMPLY WITH NEC 210.12 210 8 AND F$TURR FAN I I % / I III / -�_ ' EWH +sT^ FOR CHIME P _ Z3w`% I- - FBC RE E3902 "'�. `' I :..' 29. ALL LIGHTING IN TUB OR SHOWERS SHALL BE PER NE0410.10(D) // I�./� TRAN FORMER +44" , i I .� x En {FBC RE E4003,11 AND SUITABLE FOR DAMP LOCATIONS."" ' r r i 10'-8"FLAp' i i '� 3I I r i./ C.T.V. ❑.ETV D ° BELL PANEL nf-n 1/� ri zz'xsa^A\` \ HB I �a ROOM - 2 v 9'-4"T010'-0" ��. , ELEC PANEL 200 AMP. 120/240V. , , COFFER CLG. \,ACCESS I � - , � o �� ,F ,..,_. W/ SWITC � VERIFY LOO: II I ELECTRIC - - - FLUSH MOUNTED ,` / CO - \TO LIGHT M 'I , 9'-4 FLAT CLG i METER BY NEMA 1 W/200 AMP UTILITY CO (MAIN CIRCUIT ..BREAKER \ r TRANSFORMER ' BY UTILITY CO. (3) #2/0 THHN-CU I`----- --'- ' -� - - 1N 2" CONDUIT ----------- -- - WP/GFI ` 1 -( #4 SOLID CU. GROUND TO COLD WATER PIPE & 5/8"x8' DRIVEN CU. ROD & FOUNDATION STEEL A- N ELECT a :F4 L} �ivAL s-5_Ua as N.T.S. ELECTRICAL LOAD CALCULATIONS CIRCUIT # DESCRIPTION CIRCUIT BKR. WIRE WATTS REMARKS AT NAMEPLATE RATING POLE ITRIP 1 REFRIGERATOR 1 20 1 #12 700 2,4 RANGE 2 50 #6 8000 3,5 SM APPLIANCES 1 20 #12 3000 GFI &AFCI 6,8 WATER HEATER 2 30 #10 4500 7,9 DRYER 2 30 #10 5000 10,12 COND UNIT #1 2 40`: #8 ---- * 4506W (NON COINCIDENTAL) 11,13 A.H.U. #1 2 60 #6 10000 10 K.W. STRIP 14-16 LIGHTS / RECEP. 1 15 #14 6036 AT 3W / SF 17 BATH GFI 1 20 #12 - - 18 DISWASHER 1 20 1 #12 1 1500 *' 19 DISPOSAL 1 20 #12 800 20 MICRO HOOD 1 20 #12 700 21 WASHER 1 20 #12 1500 22-25 LIGHTS /RECEP. 1 15 #14 ---- 26 GAR. DR. OPENER 1 20 #12 1000 27 DINING 1 20 #12 1500 28 SMOKE DETECTOR 1 20 #12 200 29,31 SPRINKLER PUMP 2 20 #12 1500 30,32 SPARE 20 #12 33-36 SPACES 20 #12 DEMAND FACTOR: TOTAL LOAD CONNECTED 45936 A/C AT 65% 6500 1st10000 AT100% 10000 REMAINDER AT 40% 10374 n.e.c. 220-82 ootional calc. dwelling UMAS 26874 / 240 COVERED ENTRY I ' I ' ' 10'-8" FLAT CLG: , I k�lcry HB i I I I i I I I I I .' � - I GFI PRE WIRE V GFI \ FORGARAGE \ +44 \DR.OPENER \ I I � I \ I I --. CM I I , I I -- --`------------------- ------- --- --- -----� - >zF�IS�o�I STEVENJ. �Tzl tl t \ / axctlrscr LEEro ap X AR 086y�8 / \1771 A/C SPK PUMP ' METER BY POWER CO VERIFY LOC. WP/GFI I co Gc7 M co _ 3 S u1 I LL 0 I v i _ mO I LJL I I m I r N D E h m E Z) @ O C o a Q = O O d ct O w 0 C) ¢ I- HuJ E RE O� W > [C p _ o W OD 0 U) a y UY~ N- z O w�'F_ LL W w L a = = s F O¢I U¢ LLB° O co "> N 9i I Mir<r I Al ALE: 1/4aa=1a-0aa \ FILE COPY �. I ALL WORK SHALL BE IN ACCORDANCE WITH THE 6th ed. 2017 FBC RESIDENTIAL COD AND LOCAL AMENDMENTS NFPA 101 NOTHING CONTAINED IN THIS SPECIFICATION R 2" !' TOP PLATE SHOWN ON PLANS SHALL BE:CONSTRUCTED AS TO CONFLICT WITH ANY LOCAL MUNICIPAL OR STATE LAW OR REGULATION ALL SUCH LAWS OR REGULATIONS ARE a ,/ HEREBY MADE PART OF THIS SPECIFICATION AND THE PLANS ARE THE MINIMUM THFT WILL BEACCEPTED. CONTRACTOR BEING REQUIRED TO MEET BUILDING AND FIRE ;gy 4 f=' .'''�,�r•` ,+' I." rs Ir DEPARTMENT REQUIREMENTS AS APPROVED BY THE OWNER r - 2"x4" KNEEWALL 2 ALL WORK SHALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN`'/ Impm (2)2"x4 DIMENSIONS WITH ALL SCALE DIMENSIONS BEING VERIFIED PRIOR TO USE — BTM. P T. P ATE li '•` 3 ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. S CABINET SECTION 3CALE.1/z,�-o.� �� A 4 GENERAL CONTRACTOR SHALL REPORT ALL IRREGULARITIES AND DISCREPANCIES O A PROCEEDING WITH WORK. BEFORE R - : THE ARCHITECT 5:CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE (1) YEAR AFTER DATE OF la :ACCEPTANCE BY OWNER I 2 X4 NOM. WOOD 6 ALL WINDOW AND DOOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS t -=FIXTURE BLOCKING '.. _ __.....:.:..........-_-:_:,. _-S _ _.:_.__ ___.-,.....,--:__.--_--- _-..------`--_-_-� _._ __--__,- _-.---_. AND DOORS SUPPLIES. CABINET - (3) 1-1l41' SELF TAP 1NG li F� -- _-__.^- - -._-_ .. ._ � _.'�._. � ' 7 ANY BLOCKING, NAILERS, FLASHING OROTHER REQUIRED FRAMING MATERIAL SHALL LOCA 10'` I+ �{ + SCREWS. BE.INSTALLED AS REQUIRED AS IF THEY WERE ORIGINALLY DETAILED 1 / 3' .. m " --- METAL ST ( I 8 THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OR CMU WAL _ OF CONSTRUCTION THE ARCHITECTS PERIODIC VISITS TO THE SITE. SHALL NOT t 'RELIEVE THE CONTRACTOR OF TOTAL 'RESPONSIBILITY :AND HE SHALL IN ANY EVENT: r i HOLD THE ARCHITECT HARMLESS FOR ALL LITIGATION ARISING FROM INJURY.`; ELEVA ION ; I 't, a i IN NG 9. ALGSTUCCO, METAL LATH; AND DRYWALL WORK SHALL MAINTAIN THE STANDARDS t S :3) 1-1l4' - i I ** : COVERED PATIO ® ��� OUTLINED IN THE U S GYPSUM CONSTRUCTION HANDBOOK ESPECIALLY IN REGARtyS TAPPI O CLG t'1"' VAU LTED CLG TO ACCESSORY PRODUCTS, SUCH AS, CONTROL AND EXPANSION JOINTS CONSULT PLAN. 8-0 FLAT II WITH THE ARCHITECT PRIOR TO INSTALLATION i I 10 WOOD SPECIFICS #2 HEM -FIR SOUTHERN PINE OR SPRUCE PINE -FIR W/19 % LE S NOTE FIXTURESANDCABINETS } REMOVERETU AT. ;.:. MOISTURE CONTENT. INSTALLED: PER MANUFACTURER'S WD. BLOCKING' i �. T-7" �� ,14'-6 SPECIFICATIONS : y' 11 ALL FRAMING/SHEATHING SHALL MEET 'PROVISIONS 'ON CHAPTER 23, FBC 201 I i FOR BLOCKING AT CMU WALL USE i Y 8' 13t 10"' .._... 14 , '"�' . "' 1"`�'I a 262 I '� , t,, ' •` 12. ALLX4 P.T. SHOT TO WALL WITH HILTI PRODUCT ENCLOSING THE BUILDING ENVELOPE TO MEET FLORIDAFLORIDAPRODUCT NOTE:ALL WOOD IN CONTACT W/ I � - EGRNS I •"( APPROVAL XDNI'S AT 6" O/C MAS TO BE PRESSURE TREATED - D* i to* BLOCKING DETAIL I s "® FOR HANGING FIXTURES AND EGRESS WINDOW) NOTE Nrs' ` I BEDROOM"#3 ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVEAMINIMUM '. 1 �HB TOTAL GLASS AREA OF 5.0 sq.ft. GROUND FLOOR WINDOWAND5.7 sq. ft. SECOND STORY „ DECOR. TRIMMETAL ANGLE- ATTACH TO E" i 8'0') FLAT CLG. WINDOW THE NET CLEAROPENING HEIGHT SHALL BE SSW/SCREWS AT .... .-, „_ TWENTY-FOUR (24) INCHES, AND WIDTH TOBETWENTY (20)INCHES. ` MOULDING O.C. : _.. i SILL TO BE 44" MAXIMUM ABV. FIN FLOOR y" PLYWOOD I� ��i �..L1V-2,"Ft,AT G TRUSS BOTTOM CHORD 1. BUILT-INS &FINISH GREAT ROAM I tE �Lu L� I I IpI • , — 1 iOj'�("'"� `,°� iti .VAULTED CLG _ i IPA`,',. --- _-^___-`- <.__..__t,._-s , -.: _+ •.,.. 1 SEE SHOP DRAWINGS FOR ACTUAL KITCHEN LAY -OUT. SUBMIT ALL SHOP DRAWINGS O { ' FOR REVIEW _.I '2Y' (_..—. i.. •# �\``:. I tle '. ,,•, , t 2 ALL PANTRY AND LINENCLOSETS TO HAVE (4) WIRE SHELVES UNLESS OTHERWISE: 'k� I 1 i "NOTED i I s;. alr,:. t!, ♦.. �t� `. i 3. OWNER TO SELECT ALL COLORS AND FINISHES UNLESS OTHERWISE' NOTED ON TH---------------- ESE p ATTIC AeE�+�+ i,�: I, ��//�� "� ( 4[k{ 7��,'^� '"e p .,; DRAWINGS. ACCESS SECTION __ ... I, VA 1 r tf �.. !7� I C] E _ to. jn .,...WOOD/COMP " ASPER UF. 2.-$ x6-8 - POCKET ,. ,r: ; ° --- r -. $•-g„ , I t. ,,.... ,j. VENT DRYER •; .•. I �`WiGLASSENCL - U. G1 FO I`L-R' Fo THRU ROOF. ... E 3 -0 i \ & SHOWER DR.Lu -0 6-8WOOD / GOMP SWING _...:,, a ,K�". (O�.SD i ....�^,_^^'_^ . ,< r I b I CX 1 94 FLA CLYv R-11 INSULATION IN {� 1 F �..� ;.. '1 Q (2)2'-6 X 6 8 ..WOOD / GOMP I SVNNG 2 , . N •' I N = LT ADJACENT W .. _ `" 11 12'-0' X 6-8 ALUM /GLASS SLIDING AS PERMA =UF P .��`i'.: �. ,��� I f WALLS, fX` /+ i. i m _ „ BEDROOM #4 6,_ WOOD/COMP SWING 3 Imo. , / ,� 22'y 4"ATTIC-'—'..', S�\\'` i ;" LL 12 r-1a x e l L L .,,,,, 8'0" FLAT CLG. - 4 �� ' DEN _ 4" q,C`CESS WJPULL. 1d8 I U W . ..... _..,........__ .. s r.i:.' 3'-4" E`DOVdN STAIRS: 1 N µ_ �' SOW,#2 ,, -ELEC PANEL I "">) ALL EXTERIORS WINDOWS AND DOORS TO BE IMPACT RATED SEEA-2 FOR WDWAND DR DETAILS I "� ,� LCOFFER CLG ,�� \ ""�, �` ,° :VERIFYLOC I o, € i� B 0' FLAT CLG. - i m '` j 'GARAGE N ^ Q t m t... 11 2 I i FRAME 36 .> ,. a� / 2 CAR A.7ARA 7E 'OFF GAR FLR EL M TER Q y.. WINDOW SCHEDULE SIZE TYP I DESID ERESSHR NOTES A 54 X51" HR34 364096PS A A B DOOR HARDWARE DOOR NOTES 1 LEVER HANDLE Wl LOCK ENTRY SET OR 1'; PROVIDE WALL OR'FLOOR 'MTD DOOR APPROVED EQUAL STOPS FOR ALL DOORS 2. CONTRACTOR TO SUBMIT SHOP DWGS TO 2 LEVER HANDLE W/PRIVACY LOCK FOR APPROVAL PRIOR TO CONSTRUCTION'. 3. ALL HARDWARE TO BE BRUSHED ALUMINUM 3, PASSAGE LATCH SET OR SATIN CHROMIUM SCHLAGE OR EQ 4 112PR. BUTTS. 4 LEVER HANDLE W/ LOCKSET FINISH &STYLE TO BE SELECTED BY OWNER 5 EXTERIOR DOORS SHALL BE'WEATHER STRIPPED AND PROVIDED W/A THRESHOLD PRODUCT APPROVAL SUBMITTAL AFFIDAVIT MANUF. D GN FLORI DESIGN PRODUCT MANUFR. PREssUR s MODEL # PRESSURE SW DOOR 'W/SIDE T: THERMATRU +50/-50 FIB ERGOR_ LkSS FL20466.2, +30.0/ 327' HR WINDOW PGT +75 / -75 7710A 18-0627 01 +38 0/ -01 3 SGD PGT +60 / -60 770 17-0420.12 +32 2/ 39 6 s ' MTL GAR DR CLOPAY +36/ 42 W73 FL 16107-3 +32 2/ ROOF SHINGLES CERTAIN TEE[ --- LANDMARK 18111402 METAL ROOF DYNAMIC MET LS --_- 5V CRIMP 26ga _ FL 27499.1 --- UNDERLAYMENTS OWENS CORIN ING :TITANIUM FL 11602 --- } ENTRY BY/ P. _u 60" FLAT CLG: VE Y L C. \94 FLATCL I , A,_ EGRESS `� I : %, — EL — — — cu s eO6 1 o � I � HB I'. i �. I ! s t> w I_ LLf � OPTS N ss§ _W W --- _A---- __ r _ _ 4 i I , SCALE: 1 /4" LL =1'-0„ � -� ------------ - - I i �F' (� Q cI o LINE OF ROOF ABV t I'i I �� }' J A -- -------- ----- I HAVE REVIEWED THE ABOVE COMPONENTS AND HAVE APPROVED THEIR USE IN THIS HOME. THEY PROVIDE ADEQUATE RESISTANCE TO THE PREDICTED' MAXIMUM PRESSURES DUE TO WIND LOAD AND FORCES SPECIFIED BY THE CURRENT BUILDING CODE PROVISIONS.