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HomeMy WebLinkAboutSITE PLAN 12-20-18IS-12 DEPARTMENT NATURAL RESOURCES OLD COASTAL CONSTRUCTION SETBACK LINE PLAT BOOK 19 PAGE 8 LOCATED OCT05ER 1% 2017 i,.,Nv.,N6AEMION WILL BL w 7 At 1'ICKN HIGH WA I tK LIN=, LOCATED ON OCTOBER IS, 2011, ELEVATION 0.52', NAVE) OF 1988, CONVERSION TO NAGD IS2S IS 41.4S) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELO INSPECTORS THAT MAY BE NSCSBSARY IN CRDIR TO COMPLY WITH ALL APPLICASLk 991326, C�llll11e PLAN ll���L. I co u DATE : 04/23/18 DRAWN BY: ps me CHECKED : nc KEVIJIUNs : 5/30/18 PER 5.1 45' 2" I I I I I GARAGE o - I II'4°CLG. HT, , i ' I I CONC. FL. Q I I I 1 1/2" GYP, BD, ON 2x FRAME WALLS 0 I AND 5/8" STUCCO ON ELK. WALLS J ? O 0 I IN GARAGE 15/8" 3 -10 _ TYPE "X" GYP. BD. CL'G, W/ KNOCK-DN. FINISH tt. 0 6' 3" ro Z VI: 5' 011 6' 4" I 1S' 2" pi x p ' I 0� I I 16� ' I ' I I 0 - ELEVATOR EQUIP. I I CONC, STEPS O _ TO BE MOUNTED AT , (3) 6" RISERS W/ IV NAVE)I I 12" TREADS O l7 8" BILK. WALL BELOW PLANTER V �N _ a I' 13''6" ' 0 117 Q 7111- lip - - LL 4 __M1_y--r__,_;r PLANTER $ iv g LIN ELEVATOR m n 40mr 11 3' ', 1 0 S,C, 3 O"x8'O" J 50 AMP S Q CAR Le l' O" 3 CHARGER u7 F.F, q 8,33 N.A,V.D. TOOL � o - SHOP LL (20 MIN RATING DOOR AND FRAME II'4" CLG. HT. (Wi AEV, 0'0'J W/ WAGER 61-RING TILE FL, HINGE OR EQUAL '0" FIN. FL. - m S PER FBC I5' O" 2' O" ,5 N.A.V.D, W Z `^mp S.C. 3101,x le,Oll UP 3' 0" - E © 8" 19' 4" O CONIC, STEPS p lD 6" RISERS W 12" TREADS ' 8.0 N,A,V.D, Q O ' GARAGE ro 8.0 N.A.V.D. i0 B, x - II'4" CLG. HT, (5'4" ABV. 0'0") u � GONC. kL. p 0 1/2" GYM BD, ON 2x FRA IE WALLS O1 AND 5/'a" STUCCO ON BL WALLS IN GARj GE 5/6" TYPE "X" GYP. ED, L'G. W/ p - KNOC4DN. FINISH O WATER HEATER (W/ CIRC, PUMP t TIMER: ON PLATFORM ® II.O' NAvD 20- 8" _ _CLG. SLOPE_ FOR STAIR __ABV.____-- I �n I t-- I 4-- (20 MIN RATING DOOR AND FRAME) 11' 2" 40' 3" LOUDER POWER 9'4" CL'G, HT. (SEPARATE DAMPER CONTROL/THERMOSTAT) TILE FL. 19 EQ. RISERS 9 1.16" . 114" RAILING 210" ABV. EDGE OF Ti I" NOSING TYP. 3 - 2 x 12 STRINGERS (2) RISERS + (1) 10" TREAD • 24,32" 11, 3" g,, SHOWER 3' O" RECESS 12 TOR, 0 4' O" 3' O" 4" '72' 6" GENERAL NOTES: I. VERIFY LOCATION OF UTILITIES W/ SUBDIVISION BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE THAT NO SETBACKS OR EASEMENTS ARE ENCROACHED. (OWNER, 4 OR CONTRACTOR, IS RESPONSIBLE FOR PROVIDING SETBACKS, EASEMENTS, LOT COVERAGES, ETC.) 3, PROVIDE ACCESS TO ALL CONCEALED PLUMBING SLIP JOINTS. 4, PROVIDE EGRESS WINDOW UNIT AT BEDROOMS, 5, DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS, 6,, PROVIDE PVC SLEEVES AS REQUIRED AT DRIVEWAY AND SIDEWALKS FOR LANDSCAPE LIGHTING AND IRRIGATION. 1. VERIFY A/C UNIT'S SEER WITH ENERGY CODE, 8. USE TEMPERED GLASS AT ALL HAZARDOUS AREAS. S. USE MOISTURE RESISTANT DRYWALL AT WET AREAS, 10. SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS, EASEMENTS d SETBACKS PRIOR TO ANY CONSTRUCTION AND SHALL IMMEDIATELY CONTACT 4 NOTIFY ARCHITECT IF ERRORS OR PROBLEMS ARISE. 11, OWNER 6 OR CONTRACTOR IS RESPONSIBLE FOR PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. 21' 4" 8' O" x a''0" O.N.D. im 1 9' 4" 8" 21' 4" 8 I I I I ------ TI I I ro 18 x 9' 4" r_ q J 0 Ji q Wi q n z � = 5/8" STUCCO ON 12" x 16" GONG. COL. (TYP. OF 3 PLACES) 10 I SEE ENGIN. PLANS BY 'OTHERS' 41011 i all i -1'6"'F.FIle 2 J 3 1 J 2 ALL EQUIP, ON 24'H. ALUM. STAND 11 1 .0' NAVD MIN.) (3) 6" TANK PER F C 322 1,6 STEPSD . PER in 06 F,F, W/ HOSE BIBS 3' O" x 8' " Po P t EQUIP FIV, 9 9,0 BELOW O'O' FIN, FL. 9. 0 I I GAt m I I 9'" C 4LG. I 1 TILE 3 loll 4f'�1 " I Inen cab. Y N \ xp /\ IL y,0'6I F p O 1 � v Oil OO v A N COVERED POROP 9'4" CL'G. HT. VTR Y, PAVERS / TANKS TO BE , PROVIDED GAS ® n GENERATOR g F __-___ 10- 4" --- -_____-- 1O4 z8O11 5' H LOUVERED 5' H LOUVERED ATE ALL EQ IP. ON 24" GATE ALUM, STAND (ILO' NAVD MIN.) 2 PER FBG R322,1.6 22' 2" 43' (," 5/8" STUCCO O II x 16" CONC COL. SEE ENGIN. P N9 9 BY 'OTHERS' 9 - - - - - - - - - - - - - - - - - - - - - - - - - v Ia. 8° 20' O" 29' 0" 4' -x 8' I __________ , V H LOUVERED I GATE I -I 5' 4" ----- I ------------ I 18 EQ. RISERS ® 10" • 10'6" (0'6" TO 11'0") RAILING 210" ABV. EDGE OF TR. I" NOSING TYP. 3 - 2 x 12 STRINGERS (2) 1.0" RISERS + (U 10" TREAD • 24.00" I' 4" 4 EQ. RISERS ® l,0" • 214"(016" TO 410") q RAILING 210" ABV. EDGE OF TR, () I" NOSING TYP. 3 - 2 STR ERS TREAD • 1 I _ I m . 3' LOCKING I GATE PER + POOL CODE I I UP r 0'6" FIN. FL. -I'10" FIN. F m 10.0 1111 1, 7.Fi6 N.A. mwl&�I® DATE : 04/2. DRAWN BY ps me CHECEM Mc REVISIONS I 05/30/18 PER E 01/13/18 PER B. cGl, AREA CALCULATIONS (let Floor) IST Floor A/C 1028 S.F. 2ND Floor A/C 2180 5,17. 3RD Floor A/C 2105 S.F. Total AC 5,313 S.F. Garages 2501 S.F. IST FL. Cov. Porch 355 S,F. Upper Cov. Porch 4 Balc. 414 S.F. 2ND FL. Porches 151 S,F, Balcony 118 S.F. Entrance 118 S.F. Total Non A/C 4,251 SY, Total Under Roof S,510 S.F. • A/C VOLUME 54,845.8 U51C SQUARE FT. 2 • Contractors to verify al footages • All areas are calculated to outside dimensions. Attach top plate to roof Joist w/ (2) Ibd nails. Where applicable. 5/8" drywall on ceiling. I Attach top plate to stud with (2) 16d nails toe -nailed. Use 3/16" x 3 1/2" Tapcons at 2 x 4 or 2 x 6 interior 32" c.c, for attachment Into frame wall w/ etude at hollow core above. 16" o.c, max. Add blk'g, A mid ht. Finish w/ 1/2" Ul drywall a wood base. Attach bottom plate to stud with (2) 16d nails 3/16" x 3 1/2" Tapcone at toe -nailed. 32" o.c. on 4" conc. slab or floor trusses. 3/4 99=1 90 VV 2' O" CANT. 1 .14.I ® CW26 4' Vf " x 5' I R6" EGRESS 13' 5" ro N 3 n D x Q a BEDROOM 04 O m U =3 IC'8" CLG. HT. a`V MARBLE T O ;d. 5/8" STUCCO ON 16" x 1611 GONG, a' all 4' 9" (TYP, 2 PLACES) SEE ENGIN. PLANS BY 'OTHERS' 8 1038 CW14 2 4% x 4' O" 40' 6" 5100 R4S UJ.I.C. ® N 10'9" GLG. H . MARBLE � N I 1 ` ` III "' � I �1 • 1 FOYER i MARBLE .a --------------- Q P.B, METAL LATH) TILE 2' O" TYP. I n'4� FIN. FL, 5/6" STUCCO ON S• 16" x Ill GONG, I/2 COL. (TYP, 2 6 2 6' all in PLACES) SEE ENGIN. _ Ff PLANS BY 'OTHERS' - INSUL. v---------- N --, 2' B' 1 i 13' 1" 4" 113 5' I , Q VTR _id) 3 xQ Nn a w N g l Q 3 N I OFFICE COFFER CL'G. 10'8" TO III8° MARBLE J z v 31 III O m HU © CWI6 2' 4%" x 5' 1136" 12' 6" all ys J GAS FIRI "14' 6" 10,011 31 611 SI OII 11 © CWI6 2' 4%" x 5' IPs" 40" H. 1/2 RAILING 11° g1 011 I' 011,E AIR m tU 5/6" STUCCO ON 12" x 16" GONG, COL, (TYP, 3 PLACES) SEE ENGIN. PLANS BY 'OTHERS — I FAMIL ROOM 10'8" CLG. HT. n MARBLE I I _ m ,----------------- __ ________i M i I I I COVERED PORCH 10'8" CLG. HT. 11 22' O" ____ __ ______________________________________________________ = LINE OF WALL BELOW i I I I I I O I I i A3 __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ POOL WALL BELOW I ' / I I o X (5/8 STUCCO ON T 8" 131 81� 811 21 011 P.B. METAL LATH) I I TILE la' II"i II" I W POOL I I I W I 0 1 I I I N I I I III'O- I - -, I I x EXTEND ; DINING ROOM O® I RAILING I (BOTH SIDES COFFER CL'G, 10'6" TO Wall= MARBLE I O 301 011 I111 31 0" 6' 0l1 ;,, 1 1 '- ----------------------- - -' LINE OF WALL BELOW UP I I � � I 1 I I °� I Q _ , Y J D. — KITCHEN ° 0 I '8" CLQ, HT, . x q I 42" H. ALUM MIS u MIA6700 ORA W. I I I - - l I I IT I m I _ J Ct�b I ELOj11 I � I . II" 3Q RAILING I SCREENED O mnU a' 0 3 m PORCH I N I � O 10'6" CLG_ HT. I I O V U '------------ ---------- ----- ------ --'' - TIE. METAL LATH) 21 u m D 3 ' v _ _r � 481 H. I T P. 12 ' - - _ 'REF W/ 3 STUCCO—_ I \\ 31 011 - 31 011 LINE F WALL BELOW ICE WALL 12 i3011 4'IV2" 4'011 4'T�n 2'0" 20'011 LINE OF WALL BELOW 12 ,n `�' I O I I. •• �' O (`(v)'j i (L U ---- ---- ---- - --- - --------- - - - - -- 4' 8.4" x V 1136" 4' 8Sy" x 5' 106' 48 H. STUCCO WALL CW26 O 6" vENT CW26 B B 1' 511/4" 26 6'h11 -3 18' all 43' 6" 20' O" 1' 4" ON, 91 01, GATE BELOW 1, z s m p z m Q m 0 Q m zca�mmmzo N w w H Y N S1 61 U LL'm R a Qa w ILA w �Q m m m 3 3 o U �U,N$ � N 0I W rA r gI a U O Vol U QJ•; DATE 04/23/18 DRAWN BY : pa me CHECHED Mc REVISIONS I 05/30/18 PER B.D. 2 0l/13/18 PER B.D. F4*4 to A 2' O" CANT. r. V i6 4' 2W O ,1.23 a CI 4„ O, O ' v II'4 (5A P.E O 5/8" STUCCO IFi"x 161 GOP 1/2 COL. v ail Z 11 J � � N � z x � Q O 'a e 't 5/8" STUCCO ON Sn 12" x 12" CONC, 1/2 COL. (SEE — ENGIN. PLANS BY 'OTHERS' 0 N 40' 6" 24' 1 F.G. O TEMP. GL. 4' all x & O" SHWR, ENCLOSI IRE 6'all 6' O" 0 8' O" RIS SEAT 4„ __ III W, I.C. V TRI AS.0 , S'4" CLG. HT. MARBLE J 2' 4" 3 oVAREL ATH 0 -MASTElIi HT, 21 Ip r __`9LG_. 13' O"E - i - 51011 2, 01, 6, o„ 4" , 2' 4" a 15 � 1 I • I.C. I 0 :9 \) r 1 t 94" CLG. HT,, TRL MARBLE J m . _ R46 STUCCO METAL L O ro in 5, 01, ELEV 4TOR 23' T' 8" STEPS It(SELO 13 13 2, 8" 2, 8° 5 -------- 14 SH ___________1 l , N BEDROOM *3 S'4" CLG. HT. MARBLE V 2, 4„ 6' 9" I S'4" CLG, LG. HT. ' MARBLE L RtS 11 2" 12' 4" x 2 II 15/I, CWI3 O 1 1 1 4 r 1 1 , 31 O N LEI 8' 4" 43' 6" iQ„ 11 011 © OWI5 CWI5 2' 4W x 4' 117t" 2' 4%" x 4' 1176" - - - 42" H. ALL HANDRAIL IT O„ 9, o„ fl i ---- ---------------------- MASTER SUITE I -------- OFFER CL'G, 9'4" TO 10'4" I _________________________________ (A/C ON SEfiIERATE DAMPER 4 THERMOSTAT) MARBLE N I 4° ro yTA' O I 2' O" TYP. I I p I I I I I ry I I I I I 5/8" STUC ON 1 12" x I6" CC NC. COL. , (TYP. OF 3 PLACES) �¶ SEE ENGIN PLANS f I I I I I BY 'OTHER © .A 3' 8" „V V LOFT 9'4" CLG. HT. MARBLE 3' 01, BEDROOM *2 ii CLG. HT, MARBLE r STEAM SHOWER RAIN HEAD 21 8" SHWR. ABV. © ATI-E 13 4' CLG. HT. MARBLE 12' 3" x L II 1WK CWI3 O \_21 EQ, RISERS ® In = 171 RAILING 210" ABV. EPG£ OF Ti I NOSING TYP. 3 - 2 x 12 STRINGERS (2) T.IS' RISERS , (1) IP" TREAD • 24.38" i PLAN I I I I I I r I I I I I I I I I I I m POOL COVE ZED BELOWI I I I I I I I I I I I PORC i 94" CLG. HT. (5/6" STUCCO 014I I I I OP.B. METAL LAT 5 ) I i li TILE JS O I r p I \- i 23'1' FIN. FL. I = �_______. � I I Q 3, OII iO" I 3 - N I I PI ________________________.,__,___, 1 1 I , _____--- n--1 '_-_ I 1 1 I — 1 r___________ - 1 1 1 1 I r r 1 I r — 1 r ___y 1 1 I N 1 1 I rtl�W 1 r___________y _ 0 U N 3 XU - "I L) Ji I O 1 I I Q 1 I 1 1 I 1 , � 1 O„ 1 X 1 1 I I I I I W p ____ m _ ____________ _________________________ _ _______-___------------------------ 1 1 I I I I I T, 01, 11 1111 11 11 DATE : 04/23/19 DRAWN BY: ps me CHECKED : Mc REVISIONS : I 05/30/18 PER BX 2 3/18 PER B.D. AKURAhETill ��y COPPER FLASHING SIMPSON LSTA24 STRAP W/ FROM TRUSS TO BACK OF LEDGER 211x6" P.T. W/ 1/2" DIA. READHEADS O 1ro" (5" MIN. EMBED.) - STUCCO - on P.B. high rib mil, lath. 9'411 VERIFY lu MATCH EXIST. L SIMPSON LSTA24 STRAP W/ FROM TRUSS TO BACK OF LEDGER 211x&" P.T. W/ 1/2" DIA. — READHEADS 0 16" (V MIN. EMBED.) < SIMPSOM LU24 HANGER AT EA. TRUSS EYE R 0 W NFTAIIL / "= "m I TABLE R30LWI) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN WIND TOPOGRAPHIC SEISMIC Fro•t SNOW SPEED EFFECTS DESIGN Weathering Ilne Termite DESIGN UNDERLAYM£NT HAZARDS FREEZING ANNUAL LOAD (mph) CATEGORY depth TEMP REGlUIRED INDEX TEMP Zone: AE-II NA 110 EXPOSURE I'D" NA Negligible NA heavy NA NA VE-8, VE-11 NA NA ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS 4 SKYLIGHTS: PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD 0 2 TYPE, SIZE, SPACING E EMBEDMENT DESIGN BUILDING PRESSURE PRESSURE 11 RODUc GN PRESS E XPIR. DATE AP EVALUATION AGENCY WINDOWS (CASEMENT) 400 SERIES (IMPACT) ANDERSEN CORP. (2) 3/16" x 2 3/4" TAPCONS INTO EACH CLIP. ALL WINDOW SIZES SAME ATTACHMENT. WORST CASE SCENERIO CALCULAT SEE STRUCT. PLANS +-10.0 / -10.0 N/A FL-12496.1 MIAMI / DADE WINDOWS (FIXED GLASS) SPRINGLIKE (IMPACT) ANDERSEN CORP. 3/I6" x 2 3/4" TAPCONS 1 1/4" MIN, EMBED. SEE STRUCT. PLANS +61.0 / -12.0 N/A FL-11849.1 MIAMI / DADE FRENCH DOOR A -SERIES (IMPACT) ANDERSEN CORP. •10 WOOD SCREWS IN 2x BUCK. I i/2' MIN, EMBED. SEE STRUCT, PLANS +65,0 / -'10,0 N/A FL-14285.3 MIAMI /DADE SLIDING GLASS DOOR A SERIES FWGD (IMPACT) ANDERSEN 31111 x 2 3/4" TAPCONS 1 1/4" MIN, EMBED. SEE STRUCT. PLANS +10.0 / --10,0 N/A FLI4429.5 MIAMI / DADE GARAGE DOOR HURRICANE MASTER (IMPAG) DAB 5/16" x 1 5/8" LAG SCREWS EA. BRACKET L. SEE STRUCT, PLANS +56.0 / -64,0 02/22/2020 11-1108.30 MIAMI / DADE PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING t EMBEDMENT BUILE >IING DESIGN PR SLLRE PRODUCT DE GN PRESSURE E ATE APPROVALr EVALUATION AGENCY ROOFING (METAL) 1.5 MECH. SEAM 0.032" ALUMIN. DYNAMIC METALS (2) 010-9 x I" PANCLIP MTW FASTENERS (INSTALL PER MANUF. SPECS) SEE STRUCT. PLANS -119,8 N/A FL-24221,2 MIAMI / DADE ROOFING (UNDERLAYMENT) WEATHERLOCK METAL OWENS CORNING MINIMUM 2" SIDE LAP AND MINIMUM 4" END LAP SEE STRUCT. PLANS -142,5 N/A FL-9177. f MIAMI / DADE STUCCO NA A STUCCO ON MTL. L 4 +/-49.0 NA NA MIAMI / DADE 8'O" N.H. 23'II`2ND F.F._ - _ - _ 22'O': B,H. - - - 6'01, H.H. - _ _ _ II_4'_2ND F.F._ 'J'4"-5.14. O'O_' LOWER FOYER _ - 46" GARAGE FL_ I mall 'i II 1 al i 4,101, l 10 STANDING i" ITL, ROOF II URI m ,i 1'I ) , •- - INFINITY EDGE ' WATER SPILL LT. TEXT.- - STUCCO [mal n ° u w m N ` 6 x T c m m 0 O m S > U Q � m 0 M�1 rA A `O M a 1 I I I I ci � po. N N E I 1 W ; i U N P'I rl DATE : 04/23/18 DRAWN BY : p• me CHECBFD : Mc REVJBIONS : 1 05/30/18 PER B.D. 2 01/I3/I8 PER B.D. 1/19/IS STAIR m V�_l byll File c °jjv GENERAL NOTES: Contractor, subcontractors, material suppliers, etc, shall make themselves familiar with the contract documents and shall verify all dimensions, conditions at jobalte, plans, specifications, etc. as applicable and report any discrepancies, errors or omissions to the architect prior to any work being performed, otherwise we assume no responsibility for any errors and the contractor, subcontractor, material supplier, etc, shall assume full responsibility For errors and/or delays and correct them at their own expence Changes, revisions, or alterations not made by this office In writing only, will fully, unconditionally and totally release the architect, Its employees, consultants and design professions, from any and all responsibility - The architect has not been retained for the supervision or the administration of the execution of the work of this project, Each contractor shall be responsible for construction means, methods, techniques, sequences, and procedures for safety precautions and shall comply with the requirements of O,S.H,A, all applicable building codes and all governmental agencleshaving Jurisdiction. Each contractor shall make all arrangements for, obtain and pay for all permits, tests, inspections, and approvals required for his portion of the work, All work shall be guaranteed for a period of at least one year From the date of acceptance, Stucco shall be two costa approximately 5/811 thick applied t o masonry, 3/4" thick applied to metal lath. Lath shall be flat expanded diamond mesh galvanized, paper backed, weighing not less than 3.4 pounds per sq. yard. Glass shall be float, tinted with shading coefficient of ,11 cat,ll, 3/16" tempered for operable glass doors. Tempered glass shall comply with ANSI-Z S11 (all glass at showers/tube to be tempered). Caulking ueing Tremco or eq. Silicon -type products shall be appliedJ at all unctions of wall and window and door frames with abutting wall surfaces to provide a weathertight water-resistant Installation, ELECTRICAL NOTES Electrical contractor shall comply with the N.E.C. and all applicable codes or authorities having Jurisdiction. Electrical contractor to coordinate exact locations of all hvac equip, < It's loads w/ meth. contractor before roughing -In for proper power and wiring control layout and Installation. All outlets, switches and light fixture locations to be verifled by owner on walk-thru with electrical contractor. Electrical contractor to sleeve drive and walkways as required For landecape lighting. Electrical contractor to provide power as required by pool contractor for all pool equipment. Electrical contractor to provide power as required by Irrigation contractor, Provide PVC sleeve to Inside surface of garage wall for phone termination, Service must enter Inside of garage for security. Provide outlet for Security System at owners option. All 110 V, 10, 15 and 20A, receptacles installed outdoors and in bathrooms shall have ground fault circuit Interrupter. Unless otherwise noted, minimum size wire shall be 012 "AWG" excluding control wiring. Smoke detectors to be powered by house electric service w/ battery back-up, Visible "Power on" Indicator and a test button. Verify all conductors and breakers w/ egiup, manuP, specs. All elect, switches shall be 45" a.f.f, unless otherwise noted. All receptacles shall be 12" a,f,f, unless otherwise noted. Cloeet lighting shall be min, 18" clear from edge of shelves. A/C NOTES It shall be the responsibility of the A/C contractor to produce an operational system in accordance with these drawings. The A/C contractor shall furnish installation details and schematics of all equipment to others who connect to the A/C equipment. i,s. Electrical and Plumbing contractor, Ductwork shall be 1" thick fiberglass w/ taped Joints unless noted otherwise. Provide condensate overflow pans under all units Installed above calling. provide adjustable, opposed blade dampers at all diffusers. Provide adjustable extractors or splitters at tape Into ducts or where ducts change directions. Alrconditioning supplier shall guarantee the complete system, parts and labor, for one year after first operation, The compressor shall be guaranteed for an additional 4 years, parts only after first operation. nstall filters at RAG's. Provide easy access to Filters. Refer to energy calculations for A/C unit SEER requirements, PLUMBING NOTES It shall be the responsibility of the plumbing contractor to produce an operational system In accordance with these drawings. The plumbing contractor shall guarantee the complete system, parts and labor, for one year after first operation. Installation and materials shall be in accordance with the Standard Plumbing Code and all local codes, Plumbing contractor shall verify location elevation and size of P um g y , existing mains before Installation is started. Provide vacuum breakers on all hose bibbs and faucets with hoe* and connections. Fixtures shall be protected against water hammer with air chambers as r*quired by code, Provide shutoff valves In the potable water supply and each pleas of equipment. Insulate condensate lines. All hot and cold water lines shall be copper type I" for under- ground and type "M" for above ground installation w/ silver Soldered joints, NOTES: CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL #TG. W/ TRUSS MANUF. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED • REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ WORK • DUROCK SHALL BE USED IN ALL DAMP LOCATIONS t IN ALL SECOND FLOOR WALL AND FLOOR TILE AREAS • PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS • TRIMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS « ALL BATH ROOM WALLS SHALL BE INSULATED • ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED • ALL FRAMING (WALLS a ROOF) LUMBER TO HEMFIR Fb 1000 MIN, 33'3" S.H ROOF 12 3 .5T0000 ON 48" .. H IQ WALL • O'O" LOWER FOTER • • ' - 3 Q 12 5 r SEAM ELEVATHON 7777771, U1 :�F,v 0 am Pile rn -,Py `o z zm w. N N S r 9 w Oa W u z N Z a c 0 0 = N~ N w w ) 0 �O� Omm'o'O YUIK U>c 00' 0 OU dm3 iQ La v m -'- � 03 3 DATE 04/23/1f DRAWN BY pe me CHECKED MC PREVISIONS /1\05/30/18 PER EX /2\ 01/13/18 PER S.D.