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HomeMy WebLinkAboutBuilding Plans.� LAN, PREPARED FOR . IlM ' L "" OVE F C FAIL FOLD PASS COLUMN CONCRETE ,a CONNECTION a, CASEMENT, lef CH SI ECTC CH W 4TION tE RATED TENCH DOOR AMING IOT.OR FEET RRING RDER TRUSS HOSE IF 3BREVIATIONS GENERAL NOTES REINFORCED MASONRY NOTES ELECTRICAL PLAN NOTES §y + ; LA V LAVATORY 1. DON NOT SCALE THESEDRAWINGS.WRITTEN DIMENSI NS TAKE PRECEDE OVER PRECEDENCE O R 1. DESIGN OF HE REIN REQUIREMENTS T FORCED MASONRY IS BASED ON THE BUILDING CODE REO N �„ , 1, SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE .. LG. LONG SCALED DIMENSIONS. `THE CONTRACTOR SHALL REVIEW THESE D T DRAWINGS 1N THEIR FOR MASONRY STRUCTURES (ACI 530) AND THE SPECIFICATIONS FOR MASONRY `< ,. , , .. , ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. LOOR LIN. LINEN ENTIRETY BEFORE COMMENCINGCONSTRUCTION N AND SHALL - ACCEPT FULL.: , STRUCTURES (ACI 530.1). RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED R IMMEDIATELY IN`, c , . 2. CARBON MONOXIDE DETECTORS SHALL: BE INSTALLED WITHIN 10 FEET OF EACH ROOM ._ i P , G L T LIGHT , W TH WHOLE HOUSE' ENGINEERING,' LLC. BA KCHAR ES -WILL NOT BE TO, . E H S _ C G 2. CONCRETE BLOCK S NEWREQUIREMENTS' T HALL BE NE UNDAMAGED AND CONFORM TO THE USED FOR SLEEPING PURPOSES. L.T. LAUNDRY TUB ... ,.. _ ACCEPTED. .. OF ASTM C90; Pm - 1900 PSI MIN.. BLOCK IS TO BE HANDLED AND STORED TO PREVENT ..,'.., . , cN= MAX. MAXIMUM f + : DAMTHE AGE TO AND CONTAMINATION OFUNITS. 3. ALL APPLIANCE ELECTRICAL EQUIPMENT WILL BE PROTECTED A7 NAME PLATE RATING M.C. MEDICINE CABINET 2. THE GENERAL CONTRACTOR' SHALL IVERIFY THE BUILDING POSITION WITHIN THE "., AS PER N EC 110.3 & 110.21., SETBACK LINES PR OR TO COMMENCING CONSTRUCTION. 3. MORTAR TO CONFORM TO THE RE UIREMENTS OF ASTM C270 TYPE M OR S.: MORTAR TO ... ' ME CH MECHANICAL BE TESTED IN ACCORDANCE WITH ASTM C1314 AT THE BEGINNING OF THE PROJECT AND -.; . ' "' 4: ALL ELECTRICAL CIRCUITS THAT SUPPLY HE FAMILY ROOM, DINING ROOM, LIVING .. M.R.H. : MEAN ROOF HEIGHT 3. , T SHALL BE THE ESPONSIBILI F THE CONTRACT R I TY OO TO BE_ FAMILIARIZED WITH ALL AT EVERY 5000 SF OF WALL AREA.ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS .AND 'FOYER SHALL BE ARC -FAULT ` " MTL METAL EXISTING CONDITI INS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. PROTECTED. MFR. MANUFACTURER 4. GROUT FOR FILLED CELLS SHALL BE 3000 PSI MIN AND CONFORM TO THE, (MIN) _ MICRO. MICROWAVE MICROWAVE 4. GENERAL CONTRACTOR SHALL RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL _ _ L BE IFYING LOC REQUIREMENTS " " Q MENTS OF ASTM C476 WITH A SLUMP OF 8 TO 10 ;CONCRETE FILLED CELL MIX : 5. ALL, 125 VOLT 15 20 AMP RECEPTACLES & INSTALLED IN UNITS SHALL BE : FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. WITH A F OF 2500 PSI AND A SLUMP OF UP TO 8" MAYBE SUBSTITUTED FOR THE SPECIFIED ",`.` '_ TAMPERRESISTANT 'AS PER NEC 4 06.11. MIN. MINIMUM Tee GROUT. GROUT (OR 'FILLED CELL MIX)TO BE TESTED EVERY POUR AND AT EVERY 50' ' ,,war, ., MIR O MIRROR 5. IT 1S THE CONTRA RESPONSIBILITY T WORK OF ALL CONTRACTORS SOLE R TY O COORDINATE THE YARDS MINIMUM. I UM WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, THE GROUT , , , , 6, .INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH NEC SECTION 250.94. M.O. MASONRY OPENING TRADES DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF , SHALL BE STOPPED 1.5"BELOW THE TOP OF THE CONCRETE BLOCK. " .O. THE BUILDING, ITS COMPONENTS, AND TRADE BASE DURING CONSTRUCTION. T, GARAGE DOOR OPENER TO BE GFI PROTECTED. MONO. MONOLITHIC 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A615, GRADE 60. ALL STEEL TO BE 1 MTL: METAL 6. '; ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL '#5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS OBSC OBSCURE AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE " NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY PLUM BIN G NOTES O.H.D. OVER HEAD DOOR WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE, OC ON CENTER 7. BUILDER OF: STRUCTURAL SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS: 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2705 ' IS RESPONSIBLE FOR ADEQUATE BRACING'-;, OR 10" MINIMUM. 'Opp OPPOSITE NON-STRUCTURAL MEMBERS DURING CONSTRUCTION: + r . s; 2. < ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2701, 1 F.B.C. TRY UNITS" P.L.F. POUNDS PER LINEAR FOOT 6. ` CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT' P.S.F, POUNDS PER SQUARE FOOT 6. . IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP FOR INSPECTION. '- - ;;. , " 3.. - DISPOSITION OF RAIN WATER SHALL`CO Y WITH F.B.C.PLUMBING COMPLY PL G CODE CHAPTER' ,DRAWINGS, WINDOWS, DOORS, ETC, TO WHOLE HOUSE ENGINEERING, iLC FOR REVIEW 11. u-„ ,�.• ,�,n.,,a,,. (P S.I. SQUARE INC POUNDS PER SQ H „ . ,.t, �: AND APPROVAL. , ,,,, , ; ; ,. ( a, :. 7. MATERIAL CERTIFICATES ICATES SHALL BE SUBMITTED AND APPROVED FOR THE , le P.T. PRESSURE TREATED STEEL MASONRY UNITS,M AR AND GROUT MATERIALS. MORTAR N G U E LS. „ 4. VENTS PENETRATING THROUGH A WALL MUST BE MIN OF 1 : FROM D A 0 O AN ADJOINING LOT PARTN.- PARTITION ,;- 8 ,.ALL WINDOWS C ULKED AND WEATHE STRI PED: _ WSAND,DOORSSHALLBE A R P " <^: ,. TINE &,10 ABOVE GRADE PER F.B.0 P3103.6 PH PHONE 8. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY Itk_10...- THESE- DOCUMENTS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF WHOLE M BE DRILLED 3 4" "' (/ DIA. X B DEEP MIN,) AND EPDXIED IN PLACE' WITH US ANCHOR 5:. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. ' IN PKT. POCKET ' HOUSE ENGINEERING, LLC, AND SHALL NOT BE USED OR REPRODUCED WITHOUT THE ULTRA13OND EPDXY". (" ' PL PROPERTY LINE EXPRESS WRITTEN CONSENT OF WHOLE HOUSE ENGINEERING,"LLC. 6., , WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 607.3 ate,.' `. PLYWD. PLYWOOD 9. SHORING DESIGN MUSTBESUBMITTEDAND APPROVED PRIOR TOPLACINGBLOCK ON k.: PNL PANEL 11.. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL RE URED BUILDING AND ', (1 STRUCTURAL MEMBERS NOT DESIGNED R THE WEIGHT. THE DESIGN N OF E N 0 H G THE BRACING 7, W.H. P. & T. VALVE &LINE SHALL COMPLY WITH F.B.C. 504.E , ?"'A rti `s R RADIUS TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS:" OF WALLS UNDER CONSTRUCTION MUSTALSO B',_'+ A O E SUBMITTED AND APPROVED PRIOR TO w. r. REF REFIGERAT R ,.,, „ r",� CONSTRUCTION. � � �( 8: ,FIXTURES LAVATORIES AND SINKS SHALL BE INSTALLED- MI � A MINIMUM OF 4 FROM,. ���'a� AND DESIGN 12., ,THESE DRAWINGS ARE DIAGRAMATIC RE'INTENDED TO SHOW THE D - r '.- ,, FINISHED SIDEWALLS. WATER CLOSETS SHALL BE INSTALLED A MINIM i' L MINIMUM 15 FROM - ., r,. .. �r +, !RENF. I REINFORCE REINFORCED: � MINOR E L ONLY. THEY NOT M 0 DETAIL CONSTRUCTION: AL TRADES ARE - ,, � , 'FINISHEDSIDE WALLS PARTITIONS TO CENTERLINE " P NE OF FIXTURE (18 TO _. REQ ::REQUIRED ,. ,• 'RESPONSIBLE FOR, COMPLETE BUILDING SYSTEMS AND THAT R F ,, H _ + �, .i , I CONCRETE NOTE S� ,._ CENTERLINE FOR HANDICAP FIXTURES.; H P ..,�.", ROOM WOULD NORMALLY ECONSIDERED INCIDENTAL TO THEIR INSTALLATION. .,. "R.O. ROUGH OPENING'' 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI IN STRUCTURAL DESIGN' STATEMENT S.C. SOLID CORE ' . , FLOOR RLAN= 'NOTES �.� 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED,' 1-1/4"MAXIMUM SIZE. SCHED - SCHEDULE " CONCRETE SLUM IS TO BE 5 " MINIMUM TO 6 MAXIMUM. 2500 PSI FORS SLABS ON GRADE & CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND S.G.D. SLIDING GLASS DOOR 1'�; ''i' I ", - ' FOUNDATIONS. FOUNDATIONS. a, SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY <,.w E WITH THE APPLICABLE ;; -;, , 1. NATURAL VENTILA ION:,,.y STRUCTURAL PORTIONS O T BUILDING F HE DIN CODES. `J, .„ «'' SF SQUARE FOOT ' �' , � ' : ^:. ", {, , :. f 2. , MINIMUM CONCRETE COVER FOR REINFORCING BARS. SH SINGLE HUNG DESIGNED TO COMPLY WITH HENATURAL VENTILATION HOME IS DESI TH T I ALSO CERTIFY T HAT THE STRUCTURALCOMPONENTS, SYSTEMS, &RELATED SH SHELF REQUIREMENTS OF S A ANI RE UIRME TSOFSECTION4020FTHEFLORIDABUILDINGCODEMECHANICAL Q E N _. • STRUCTURAL PART MINIMUM COVER` ,,; , , , ..ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES , g, TNT -, SHWR SHOWER(CAT , ` '' FOOTINGS S AGAINST SOIL) SPECIFIED BY THE CODES LISTED BELOW. SPEC SPECIFICATION 2. SAFETY GLAZING STRUCTURAL PART MINIMUM COVER SMS SHEET METAL SCREWS ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB FOOTINGS CAST AGAINST SOIL ' 3" SLABS(CAST VAPOR BARRIER 1- " ( AST AGAINST SOIL W/ A ) 1/2ASSUMPTIONS DESIGN "PARAMETERS & r SQ SQUARE ENCLOSURES, TO BE SAFETY GLAZED AS PER F.B.C. 2406.4 & R308.4. ALL GLAZING IN ANY SLABS (ABOVE GRADE LEVEL) 3/4. - - _ ra r�•* " SS STAINLESS STEEL ,, >.. HAZARDOUS LOCATION OF ABUILDING WITH SILL LESS THAN A.F.F. SHALL BE SAFETY SEAMS AND COLUMNS 1-1/2" „ CODE EDITION: > CODE;°,;' ST. STIRRUPS GLAZED AS PER F.B.C. 2406A (5) & R308,4 (2) ALL GLAZING WITHIN 24 OF AND PARALLEL TO [A FLORIDA BUILDING C ODE STD STANDARD --.: A DOOR SHALL B TEMPERED. ...;. E ,.... „ ., 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED; SHALL BENEW STEEL i. , •, ,�. , r ®ASCE 7 (EXPOSURE ti ( ) STL. STEEL FIRE BLOCKING ? " MEETING A.S.T.M. A615 GRAPE 60: REINFORCING BARS SHALL BE DETAILED FABRICATED; CONSTRUCTION TYPE: ' VB " :•' 'Is 3.. t :`" SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS'- OCCUPANCY CLASSIFICATION: - R-3 x SW SWITCH "`: "A.- „- ' OF THE MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE SYM SYMMETRICAL", PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES.' 318A.'.I. STRUCTURES. ". ( 4 ) BUILDING DESIGNED AS: TEMP. �- . TEMPERED 4. SHUTTERS ❑ PARTIALLY ENCLOSED INENCLOSED ❑OPEN ❑TESTED (WIND TUNNEL ) s„ , mr 4. LAP ALL REINFORCING BAR SPLICES 48 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL BUILDING HEIGHT:. T. B. THROUGH BOLT : REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY - T.BM TIE BEAM " �' STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT : :MATS OF STEEL SHALL BE TIED AT A WAYS. PROVIDE M T ALTERNATE INTERSECTIONS BOTH 23 S 60FT. (ASCE 7 ) ALL OPENINGS PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND N EXCEPT THOSE. PR TE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY #5 > ❑ 60FT. (MUST USE ASCE 7 THK THICK WINDOWS. X'5'-0" 30" EACH WAY UNLESS OTHERWISE NOTED. , , MEAN ROOF HEIGHT. 12 - 0 „ T & G TONGUE &GROOVE. a . T08 TOP OF BEAM _ „ 5 ROUGH OPENINGS .. , ,:;; ' . ,. • FOR LOW W RISE BUILDING ROOFS) ( LDIN WITH SLOPED R ) T.O.B.B. RISK FACTOR: r�r T.O.PL: P O WOOD PLATE � , ; •;-- VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S , . . _,.., , FOUNDATION PLAN NOTES:., =. DETERMINED BY BUILDING USE / OCCUPANCY T.O.T.B.' TOP OF TIE BEAM �'RODUCT SPECIFICATIONS. REFRT O ASCE 7 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: 0.18 TPH TOILET PAPER HOLDER 6. " EGRESS WINDOWS,",d'a a ' ut 1. SLAB ON GRADE: . TYP. TYPICAL „ (ENCLOSED BUILDING) „ . , RD. -,, U.N.O. UNLESS NOTED OTHERWISE - EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF 4" THICK 2500 PSI CONCRETE SLAB WITH 6" 6" x / W1.4 X W1.4 WELDED WIRE MESH LOCATED IN ' BASIC WI ND VELOCITY PRESSURES. ,• ; a UL UNDERWRITERS LABORATORIES _ _ TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OF 24 HIGH, 20 WIDE, HE MIDDLE O U _ _' T M LET UPPER 1/3 OF SLAB SUPPORTED 3 0 ON CENTER MAX:` ON 6 MIL. VAPOR- ' o APPROPRIATE POSITIVE NEGATIVE PRESSURE COEFFICIENTS TENTS HAVE BEEN _. AND MIN. NET AREA OF 5.1 S.F. FOR 2ND FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR BARRIER, ON CLEAN 95/a COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING: APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE: , .'•q�F, ':veer.. veor,rn, :` f�uu,nri,",o Tuv e.,,, ur,l.l ,r c.uwr, u^•r nr nAr�nr.-r, iec, ., .,,, enT. n-r„c'�, �r�r, ,wri.,Ier �:APA(:ITY IS'2500 PSF.'ACTIIAI RFARWf:('.APACITVMIIRTRF (:FRTIPIFIl TC1MFFT 9.ri00.. ;.------- F :.". S FOLLOWS: FLOOR LL�; N/A ? ) MAXIMUM DEFLECTION 1.25 SOIL BEARING CAPACITY: 2500 PSF nr PLANS PREPARED FOR: bl'_'t 121 t for HURIall, u r d .'•,. r WITH ANY QI rent are not dared signed an d and the signat be verified on at 'onic copies. HOLE HOUSE EN BE REPRODUCED>DISSE IN M �HOUTTHE EXPRESS WRITTI ' HOUSE ENGINEE PROJECT NUMBER: REVISIONS: DESCRIPTII y "ATE OP ARICa •*' "C' � R NAL II010 EMAIL # NEERING LLC AND FED OR REDISTRIBI J T4r+e a VARIES — 11N: COVER a �a T 9: k� i� 8" CMU CURB HEIGHT VARIES.,: DOUBLE W.W.F. 3' @ EDGE BEYOND FOOTING HAUNCH m o'-o° _ TOP OF HOUSE SLAB GONG, REINF. W/ 6"x6" W1.4xW1.4 WWF 0 0 OR FIBERMESH ON 6-MIL POLY ETHYLENE Q VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL- 1 STANDARD-A.C.I. 90 HOOK (2) #5 CONTINUOUS BOTTOM REINFORCEMENT ON CHAIRS EARING WALLMONOLITH IC FOOTING SCALE (24 X 36): 112" = 1' - 0" ty � z?. a' S LsY PLANS PREPARED FOR:H a b vi J i a tl QNM yry t� C p� A x L:prWHOLE HOUSE ENGINEERING L a - 1RSt t,ucie Blvd. Suite 201 ;�'V + ' Pierce FL 34946 OOP R16HT o 0 B WHOLE HOUSE ENGINB+ERING LL .}pM -7b,.� �M. Printed copies of this % document are noti considered signed and �. sealed and the signature must he verified on any electronic copies... 5f054 WITHOUT THE EXPF HOU.' SHEET DESCRI NGINEERING LLC AND M/' IINATED OR REDISTRIBUTEI, FTEN CONSENT OF WHOLEl JEERING LLC ,u ■ ■ I A A r � w i `u' g. !t'�rtic, k� r tyJN q t T • �� � 3-. A �Y i S 4 F a { h . S} i �}, - J dux y� r R F 5 y Cc— ' J Y t1y . 11: �'r1 .ar z st e X'S 0� �y s`3 r A: I y o M1 ' X a r ' I r t I , ' f l A r i k h )I i , t a.1. k v . A• 1� r rtK I, C i U 4 t � y f 1} 4 5 N� Y I T. n 414 5 S 16- 117 9' 3";. EGRESS WINDOW O x U r f ;, `�.i T T m BAT i BEDROOM #2 co { 15-4-1/2"X12'- " F4: h } i li � r�1 t Q ° O ° ,*. �' "' f i LIVING ROOM a � 1 T- 0" X 13' - 8-1 /2" 4 u ° d UX13'.4" CONCRETE A-3.0 � ° SLAB ° t Y. � I •FRONT ENTRY 6'-0"X13'-4" a ° ° ° Q , 6-6' 14'-8" .k g d i. ` k Y�i,KtF'ii ( ATTIC f lkl ACCESS ; . � uf>s k" �'GARAGE- 26-0"X13t_4" ;r k4�air AHU IN COFFERED k a5i z co CEILING t f7 at. 2 .. �€r1. Tit s "PLANS PREPARED FHabi QI2� ,rt, fr• for R� ift 1 t }tzZII' t' `'N ' ` c i G;NEERIN ' ucie Blvd. S Pierce, FLr3 ONE: 772-409-10 02016 WHOLE HOUSE FOR GRAPHIC PURPOSES ONLY. ,r considered signed sealed and the sig must be verified or electronic copies. ' JANETB.'D LANS'PREPARE6 FOR: ' N�; xYrNs 1. kttf�nt�kkrv� � R: abl't for *mk H n".n� % , ., tf P'LANS`PREPARED B. • Fs <l ENGINEEIRI e Blvd Suite 201 ce, FL 3494 772-409 1003 WHOLE HOUSE ENGINEERING LLC Printed copies of thii document are not:'. considered signed a sealed and the signs must be verified on electronic copies; OF WHOLE HOUSE ENGINEERINGLLGAf-01' '-" PRODUCED, DISSEMINATED OR REDIS%9U7E TTHE EXPRESSWRITTEN CONSENTrO�y�(}jO�E HOUSE ENGINEERING LLC f� Y S r t Yv�P� f 3 ' h.$"kaGEd f r dt t ( l �=pi Sf� �y k f%. CTURER'S SPECS (TYP.). 112TYP.) 4 Fry 4 EGR S WINDOW s4 h N 1Ha w T f I iGr °?ir° ✓" racy -� 4*' � Y r a '. �)31 32 3 ; -35.2 +32.4 35 2 ' D $r , +2 9 71 32 6 w : r Yry4 L'r 1 tt`.,: 1 FRONT ELEVATION r `: SCALE 24 X 36 `. 4" _ 1 fr 1 'fvt �h "ti ekF i v 1p Y sw r", ad n rSr StwSr:M,�s s"dr ti•F" ty - ,��,++. i. rt't E( r 5 ,F. Y h r i fix; S d s ' . H'k� 4 rY S:14r f t {v i- �Mi f kr, h P N. SY LOMANCO 135 SERIES ROOF VENT P.). 1 $[a x Ins -- ..,, ., ,. C.. 2 Y q S } a� x FFG d +34.1:33.3 +304,�33k, 7 x r +32 3; 35.2 +31.8 ; -34. .;w`i'sr"Fus�c-?1+, ._irk r ° ,.,«f N.,`"J.•�'..>.:��F a: ,.°;;3 a_ 2 ZEA4 EVATION A-3.0 SCALE (24) 6>"1/4" 1 0 f r 3ERGLASS/ASPHALT DIMENSIONAL SHINGLES SECURED W/ (6) OOF NAILS PER TAB SHEET INSTALL OVER ONE LAYER OF 30# )F FELT PAPER W/ MIN. 6" LAP TIN TAGGED @ 12" O.C. INSTALL aLL ROOF PRODUCTS PER THEIR MFG'R SPECS AND THE NOA. L RATED 40/20-19/32" EXPOSURE 1' EXTERIOR GRADE PLYWD. ['G, NAIL W/ 8d RING SHANK NAILS (.131 x 2P' NAILS) 6" O.C. ALL MEMBERS: WITHIN 5'-0" OF ROOF EDGES NAIL PLYWOOD W/ 8d RING SHANK NAILS 4".0.C., ALL MEMBERS,JNCLUDING FACIA.;' ,LV. STL. STRAP AT EA. TRUSS (SEE ANCHORING SCHEDULE) 26ga GALV. MTL. DRIP EDGE P.TA x 2 SEE FLOOR PLAN & ELEVATIONS ' FOR TRUSS BRG. HEIGHT 2x6 ROUGH SAWN CEDAR FASCIA W/ (2) GALV 16d EACH TRUSS i/8" STUCCO ON MTL. LATH W/ 4"44" ALUM. SCREEN VENT @ 48" O.G. _ „ MOISTUREBARRIER METAL 1'6TYP, SEAT OR FELT PAPER) , NO. 9 GAUGE, LADDER TYPE ORIZONTA L JOINT REINFORCEMENT REQUIRED @ 16" O.C. (TYPICAL) 5/8" (MIN.) STUCCO 8" CONCRETE BLOCK WALL.,. , r 4 } 30' MIN. P LA 1-1/2" RECESS PLANS PREPARED FOR: H a b It 11a -t 0 _D ,' � ' e k-u %Yzts ' r �, nr rr`j r'<a 5i( a I , to i ENGINE ��1 4 WHOLE HOU ENGI ERIN0! 9 lalf'uG>ib r� 4 51 St Lilcke,Bi d 1x1N 2Q1 USED FOR GRAPHIC F P ` �� "LOCATION MAY VARY' 1 R-30 BATT BLOWN INSULATION;r;.a� OR (SEE MANUFACTURERS SUBMITAL),` Yy/ 12 !a N aSn F b I 1/2" SAG RESISTANT DRYWALL P.T. 1x2 FIRESTOP 8'x8" CONC. "U" BLOCK SYSTEM W/ (1) #5 CONTINUOUS & 30" LONG CORNER BARS AT ALL CORNERS. PRECAST CONCRETE LINTEL ABOVE WINDOWS & DOORS. (1) #5 BAR VERT. IN CONC. FILLED CELL W/ 10"HOOK @ "U" °D BLOCK (SEE FOUNDATION PLAN FOR LOCATION) TUFF-R R4.1 INSULATION ( SEE ,-:,MANUFACTURERS SUBMITAL) 1/2" GYP. BOARD ON P.T. 1 x 2 F 'FURRING STRIPS @ 24" O.C. (16"?� t;OC. IN MOISTURE RESISTANT •- yuAGYP. BOARD AREAS) . ~i = RECESS `rr CMU 1.5" DOUBLE W.W.F. 3' (( EDGE X 36): 1/2" considered signed: sealed and the sign must be verified on electronic copies.., 6 . r �TI15SE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE',- "!PROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY. 4 ('+'4kae4 NC!T BE REPRODUCED, DISSEMINATED OR REDISTRIBUTE)) pr if .y ITHOUTTHE EXPRESS WRITTEN CONSENT OF WHOLErr, , HOUSE ENGINEERING LLC O' J U BER: i DESCRIPTION DATE BY RE% FAR PERMI, 10/22/2018 AG t �wN t Ell" ;mll RM014, di ti 1y I � 1 F1 kh i k t a m r Y s k�rj`x f h 01 01 x x ; i• 4 � ed 1 1 } � r r i t , F i r I s PLANS PREPARED FOR:H a I � ^. tda k n x "` x.:.. � for Humanit a y Alk >�=".F �y y, k YU - PL�t�S PREPAREb BY � ENGINEERINGn a Blvd. Suite e, FL 34946 PEC I F I CATION: 'INGS. PLEASE considered signed sealed and the sigr .must be verified on electronic copies. AND ARE THE WHOLE )DUCED, 3TION: °� rxy t f ry ;b} p��'S1e. Xdll x t 4 — k t r i F. , = "' { Yz > EAtq -r --� J f�43 K, E: Wrl L: *- i ✓ Y I ♦, 'iy it I. p Fn v� Y it�l u a 1 DWz DWP3 0 q,r` a u r+ t + a i �2 rc'3 �y Sf ' � j 1 f y 3 V f Y Yw t t ' + t [' J ♦ OPENING ; .,, I 0 E C 4s t O }tI O � Y Q ryY ` 4 4 a} t ti+ }w 1 - 5 a ,r v '. ��.� ♦ > :. i. $, � ems. v l='�:'!` � .rt :. t r% ' UANS PREPARED Fy(yOR-b i a in a i1itt t ENGINE 772-409-1003 WHOLE HOUSE ENGINE oocument are not considered signed and sealed and the signature must be verified on any electronic copies. h 5fl PROPERTY OF NOT BE REPR( WITHOUT TI SITE NUMBER: JTIAL AND ARE THE INEERING LLC AND TED OR REDISTRIBI J CONSENT OF WHI ING LLC WM ' UANS PREPARED Fy(yOR-b i a in a i1itt t ENGINE 772-409-1003 WHOLE HOUSE ENGINE oocument are not considered signed and sealed and the signature must be verified on any electronic copies. h 5fl PROPERTY OF NOT BE REPR( WITHOUT TI SITE NUMBER: JTIAL AND ARE THE INEERING LLC AND TED OR REDISTRIBI J CONSENT OF WHI ING LLC WM i a y Is TRUSSES PARALLEL ; 2X BLOCKING BETWEEN'. ' TRUSSES 2' O.C. AS REQ, USP - TR1 ROOF TRUSS TIE ILIA INSULATION 2X4 TOP PLATE OR 1 - 1/2" X 3 - 5/8" METAL RUNNER " 2X4 WOOD FRAMING @ 16"-0.C. OR 1 - 1/2" X 3 - 5/8" METAL STUDS 1 1/2" DRYWALL BOTH SIDES z } Iss 'I 2X4 BOTTOM PLATE OR 1-1/2" X 3 - o 5/8" METAL RUNNER W/ TAPCONS { OR CUT NAILS @ 2' - 0" O.C. (10d 4 NAILS FOR WOOD FLOOR ' TOP OF SLAB =y t r ! �'.. mf'.'r. , - ?. of c �W ai lY" ! iP TYPICAL INTERIOR NON - BEARING WALL DETAIL' �Iq ; S © SCALE (24 X 36): 1/2" = 1'' 0" ✓5 i}y ;,l 0. " 1 t 1 y^RR 1 y r�q�p„ cr i p f .i. : f ' NOTE: WINDOW FRAME SHOULD BE COMPLETELY STUD O CEMENT FINISH SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK. £ CMU WATER RESISTANT COATING }CELL (SEE WATERPROOFING NOTE #1) FILLED AT JAMB BLOCK (TYP.) 43 R.T. WOOD FURRING ALL A if „ y s. (3) SIDES CONTINUOUS. t CORROSION RE�IS ANT FLASHING SEE WATERPROOFING NOTE #6 PER WATERROOFING,NOTE #2 r (^ ANCHOR 1X3 P.T. (MIN.) BUCK WITH } SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY W/ APPLY PERIMETER SEALANT CAULK 1 - 1/2" CASE HARDENED COIL NAILS @ BETWEEN BUCK & WINDOW FRAME 8" O.C. MAX.(4" MAX FROM ENDS) (STAGGERED) (SEE WATERPROOFING NOTE #5) ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURER'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. 5 WINDOW HEADERJAMBS,TYR BUCK DETAIL s ' ;AND } ?� S SCALE (24 X 36): 1 1/2" 1' - 0"Is ef Elm IG NOTES`I 1. PRIOR TO BUCK INSTALLATIUN TREAT THE MASONKYAF'tNING WITH A CMC WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVE FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE 1 SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF T OPENING 24" MINIMUM IN EACH DIRECTION. ALL CMU WATER RESISTANT GOA SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS t 2 %INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8 BETV BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS s. WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS }); BE AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL COATED WITH A LIQUID APPLIED WATER RESIS'[IVEtC.OATING'/ SEALANT. 4. PROVIDE PAN FLASHING AT SILK OF�WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPEDIN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT nRAINAGE, INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN S r w fflii °T a g c f1 r _aW` r i & A tys} >f:sjxgyV 1C'=gyyg S USE STAINLESS STEEL OR TRIPLE ZINC CONNECTORS FOF'tP. 400# 'LUMBER (NON CCA BASED) FOR CORK SIVE_PROTECTION, Al ' RECOMMENDATIONS OF THE ,PRESERVAiVE:WOOD TREATER F CONNECTORS IN CONTACT: WITH THEIR ?RAND OF TREATED TRUSS CONNECTOR SCHEDULE, NO. OF ALLOb^JABLE 4 F NO. , :Pp►RAI-LEL L( NAILS/SCREWS PLIFTi,,4 it HT424 (10) 10d X 1-1/2 1870 LBS t 710 LBS 4p 4 €_, w 1161 r3 r' t a" kt 31; � v , y u i r i Y 3 � i F r �4 fi v b fl 5 i V jy t Y i 4 { r P 5 I. l y' I r vv a q, C1 04# C 3 5 I 44 n p r >. �f' S { 1 4/12 4/12 ' 612# 9`E e f P S Fi , v�0l{E ' Y.....bJ.'w i,pf h�Y1 J A TIC ACC ESSrx ' T �TMW r .i: to 1 AX A IN C FERE ,-=<a.�?s;,l' ct . I _ eFli i r_ cl ie GninG A 2 i P"S'XY 3 M"" C5 36 DEEP OFFER F RAHU ¢F T ===X C3 zb g�, sal - z r, 1 J J Al Al off, 11®�! xn' 17,LANS PREPARED FOR: 9�y t, at '11 forpg���j 1 t 0.t de x y x An r EERI 5 :. iv 3OLE.`HOUSE ENGINJ `4452 St: LucieStvd' 5 Fort Pierce; FL 32 ;PHONE: 772-409-10 "h,,,figiCQPYRIGHT 02016 WHOLE HOUSE kw -10"k ;" document -are ni considered sign sealed and the. must be verified electronic copies 'ROPERTY OF JOT BE REPRI � WITHOUT TI k kUMBER it , g�a, h,. x v'i 1 CONTACT IDENTIAL AND ARE THE SOLE ENGINEERING LLC AND MAY AINATED OR REDISTRIBUTED TTEN CONSENT OF WHOLE IEERING LLC HAB - TION DATE 8 VE 14" 18Xiz> m.w RETURN SIDE _ SUf 18X18 91, AHU IN COFFERED- a CEILING' a IQXV (135 CFM) !H" i�.ia1IXl14X C d Ltepk R1Y1 `. � 'A ` »H'Iffun .. 4 Trunk Nar aS; Typ 7d SO reakAVF Aeak.AVF sti PeAAVF $15 PeakAVF $12 Pe&k AVF 21.3 231 K it a + i 3 i V + 1 Design V eI-w- FR (fpnr 1i VIMFJx ;i g, - �Vyiini�FIirt�ytK,. MNIFIx .. ... ViniF1R 'LANS PREPARED FOR: , for H 4Ps- " N 'LEANS PREPARED BY u »u 4, l4'A,i454 w✓rn �4J rr+'�d'1wSJ�).' considered sign sealed and the! -must be verified electronic copie. ROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY .OT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTE • �ia,�a^ 5x.,ro..r-.ti:. ia�;�» 8 .,,t�x'f>arw�i••�� 'ET e�:s,•e'.` xxv':?s� sn.,.�N>.e::. 7, VIMFJx ;i g, - �Vyiini�FIirt�ytK,. MNIFIx .. ... ViniF1R 'LANS PREPARED FOR: , for H 4Ps- " N 'LEANS PREPARED BY u »u 4, l4'A,i454 w✓rn �4J rr+'�d'1wSJ�).' considered sign sealed and the! -must be verified electronic copie. ROPERTY OF WHOLE HOUSE ENGINEERING LLC AND MAY .OT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTE • �ia,�a^ 5x.,ro..r-.ti:. ia�;�» 8 .,,t�x'f>arw�i••�� 'ET e�:s,•e'.` xxv':?s� sn.,.�N>.e::. 7, , , PER FP&L FOR O.H. ELECTRICAL SERVICE 150A METER O 150A 150A 10 3W, 120/240V 10 150A METER O 150A 150A 10 3W, 115/230V MAIN/DISCONNECT COMBO PANEL MAIN/DISCONNECT COMBO PANEL FLUSH MOUNTED NEMA-1 ® A ® A NOTE: ALL WIRE TO NOTE: ALL WIRE TO BE COPPER. BE COPPER. (3)-#1 THHN W/(1)- (3)-#1 THHN W/(1)- #6 IN 2" CONDUIT #6 IN 2" CONDUIT #6 SOLID OR STAND CU. GROUND TO #6 SOLID OR STAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL, & COLD WATER PIPE, FOUNDATION STEEL, & 5/8" X 8'- 0" GALVANIZED GROUND ROD 5/8" X 8'- 0" GALVANIZED GROUND ROD FOUNDATION COLD PER FP&L FROM U.G. FOUNDATION COLD STEEL WATER ELECTRICAL SERVICE = STEEL WATER PIPE PIPE 2 ELECTRICAL RISER DIAGRAM O.H. SERVICE 3 ELECTRICAL RISER DIAGRAM U.G. SERVICE _1 SCALE: N.T.S. E_1 SCALE: N.T.S. ry ry 7 / \ N O P EXH. FAN LIGHT COMBO F- W \ O FAN/LT COMBO Je GFI FAWLT J9 COMBO BEDROOM #2\\\ D F � I / 0 IBATHROOM #2 BEDROOM #3 \\ , GFI � IT V TV 3 SC A GFI + e, 72' GFI 1 GFI 'REF. RANGE GFI \ , ,. ` FRONT ENT Y7 \ KITCHEN / DINING ROOM Oo WP/ \ \ GFI O WP/ 6'X_4„ GFI GF CONCq RETE c Mo ao ae ' \ \ LIVING ROOM \ // GFI 8' X 8' CONCRETE I PAD N / \ GFI ATTIC CLOSET II �© ' ACCESS 4'FLOURESCENT / I IN TT IC GF PANEI "A" I / ` BATHROOM #1 \AHU IN COFFERED 150A GFI LO CEILING W/ 120/24IV 1II \ GARAGE DIRECT DISC. SW. FAWLTU I I COMBO JB I \ PREWIRED GARAGE BEDROOM #1 \ \ I DOOR OPENER / 240V DISC. / 4'FLOURESCENT SW ` W I 1 -r \ (Tl \ O 0_... EXH FAN /X`'l LIGHT COM�O ( EWH ) GFI GFI \ / dVP r WP GFI ELEC. METER -LOCATION 240V DISCONNECT DETERMINED BY HABITAT I CONDENSING UNIT , TX 3' CONCRETE PAD 1 ELECTRICAL FLOOR PLAN 0 SCALE'(24 X 36): 1/4" = 1'- 0" ELECTRICAL KEY SYMB. DESCRIPTION SINGLE POLE SWITCH T 3 THREE WAY SWITCH O PUSH BUTTON SWITCH DUPLEX RECEPTACLE 220V OUTLET LIGHT FIXTURE WALL MOUNT LIGHT FIXTURE YPo PULL CHAIN LIGHT 4' FLOURESCENT LIGHT FIXTURE 4' FLOURESCENT LXH® FAW�T EXHUAST FAN/LIGHT COMBO B O COMBO OM130 CEILING FAN/LIGHT COMBO DISCONNECT SWITCH su SMOKE DETECTOR sc COMBINATION SMOKE/CARBON MON. DETECTOR GFI GROUND FAULT PROTECTION WIP WEATHERPROOF DW DISHWASHER R RANGE B.C. BELOW COUNTER D DRYER LOAD CALCULATIONS 141 NE SURLSIDE AVENUE ST. LUCIE- COUNTY, FL 1709 SO 'FT - 5,127 WATTS (3) SMALL APP CIR. 4,500 WATTS (2) LAUNDRY CIR. 4,500 WATTS RANGE (ELECTRIC) 8,000 WATTS MICROWAVE 2,000 WATTS - (1) WATER HEATER (ELECTRIC) 4,500 WATTS DRYER (ELECTRIC) 5,000 WATTS REFRIGERATOR 3,000 WATTS MISC. 3,000 WATTS 39,627 WATTS SUB TOTAL HOUSE FIRST 10 KW Q 100% 10,000 WATTS REMAINDER 0 40% 11,851 WATTS HEAT —A/C Q 65% 6,500 WATTS 28,351 TOTAL WATTS 118.13A TOTAL CONNECTED LOAD y GENERAL ELECTRICAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND NATIONAL ELECTRICAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER DIAGRAM, AND LOADS, AND NOTIFY THE GENERAL CONTRACTOR OF ANY ERRORS OR DESCREPANCIES PRIOR TO INSTALLATION. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER AND CONTROL WIRING AND CONDUITS ARE IN THE BID. 4. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE AND TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED. 5. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. 6. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS; A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED. 7. SMOKE DETECTORS SHALL BE DIRECT WIRED 120V U.L. 217 APPROVED TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LISTING. CARBON MONOXIDE DETECTOR(S) TO COMPLY W/ UL #2034-96. 8. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 & 110.21. 9. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY ROOM, DINING ROOM, LIVING ROOM, STUDY, HALLWAYS, BEDROOMS, CLOSETS, AND FOYER SHALL BE ARC -FAULT PROTECTED. 10. ALL 125 VOLT 15 & 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11. 11, INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2008 NEC. 12. GARAGE DOOR OPENER TO BE GFI PROTECTED. 13. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE 3R. 14. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS NOTED OTHERWISE. 15. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE. 16. RECEPTACLES SHALL BE 15A AND 120V OF THE GROUND TYPE. 17. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER. 50% OF THE LAMPS SHALL BE HIGH EFFICACY TYPE. 18. ALL DEVICES SHALL BE SMOOTH TYPE, IVORY COLOR, UNLESS OTHERWISE SPECIFIED. 19. ALL 120V 1-PHASE 15A AND 20A BATHROOM, AND EXTERIOR RECEPTACLES SHALL HAVE GROUND FAULT INTERRUPTER (GFI) PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (GFI) IN LIEU OF (GFI) BREAKER WITH SEPARATE CIRCUIT. 20. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION: ALL 120V, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING CUTLETS INSTALLED OR DEVICES IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN THE NEC 2011 210.12 (A)(1) THROUGH (6) 21. INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 45" TO CENTER WALL HUNG TELEPHONE. 12" TO CENTER TELEPHONE JACKS. 46" TO CENTER OF LIGHT SWITCHES. 16" TO CENTER OF RECEPTACLES, 46" TO CENTER KITCHEN RECEPTACLES OVER COUNTERS. 42" TO CENTER BATH RECEPTACLES. 12" TO CENTER TELEVISION JACKS 22. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED ROMEX. 23. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL CONTRACTOR. 24. EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1 CFM/SF OF VENTILATED FLOOR AREA. 40 CIRCUIT PANEL "A" 120/240 VOLT 150A M.L.O. WIRE WIRE SP SIZE SIZE SP SINGLE- PHASE BRK POLE DESCRIPTION DESCRIPTION' BRK POLE RANGE 50-2P 1 #6 #10 2 . 30-2P WH #1 3 44 ; AHU #1 60-2P 5 #6 _ #10 6 '30-2P DRYER 7 8 CU #1 - 40-2P 9 #8 14 RX 10 15-1 P GARAGE LIGHTS 1 1 14 RX 12 15-IP KITCHEN LIGHTING GARAGE OUTLETS 20 iP 13 12 RX 12 RX 14 20-1P ..LIVING ROOM WASHER 20-1 P 15 - 12 RX 12 RX 16 20-1P BEDROOM H1 KITCHEN OUTLETS SMALL APPLIANCE 20-1P 17 RX 12 12 RX 1 8 20-1P BATHROOM #1 KITCH--. SMALLSN OUTLETS APPLIANCE 20-1P 19 12 RX 12 R% 20 20-1P BEDROOM #2 REFRIGERATORS 20-1P 21 12 RX 12 RX 22 -20-1P 'BATHROOM #2 MICROWAVE') 20-1P 23 72 RX 12 RX 24 20-1P BEDROOM #3 'RANGE HOOD 20-1P 25 12 RX 12 RX 26 20-1P REAR LIGHTING/RECEPTACLEFONT` EXTERIORS IGHTING 20-IP 27 12 RX 28 ,. SPARE 20-1P 29 12 RX 30 SPARE 20-1P 31 32 SPARE 20-1P 33 34 SPARE 20-1P 35 36 SPARE 20-1P 37 38 39 40 1 WHOLE HOUSE ENGINEERING LLC 4451 St. Lucie Blvd. Suite 201 Fort Pierce, FL 34946 PHONE: 772-409-1003 COPYRIGHT 02016 WHOLE HOUSE ENGINEERING LLC DRAWING NOTICE THESE DOCUMENTS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY, SIZE AND LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS.- PLEASE CONTACT DESIGNER WITH ANY QUESTIONS REGARDING DIMENSIONS. ENGINEERING LICENSE: No.62809 =_ O STATE OF Printed copies of this y��^•'•'`�ORtDP.•'' document are not considered signed and ���/ TONAL sealed and the signature {//./ I I ;111 � must be verified on any SERIAL # electronic copies. 5f054982f500e8feb19a64ef JANET B. DUNLAP - FL, PE #62809 1 PROJECT NUMBER: HAB — 141 REVISIONS: DESCRIPTION DATE BY RE FOR PERMIT 10/22/2018 AG SITE NAME: 7902 JAMES RD IEET DESCRIPTION w ME IOLE HOUSE ?nt are not wed signed and and the signature, Rm VGINEERING LLCi NATED OR REDISI fEN CONSENT OF