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HomeMy WebLinkAboutRevision PlansGENERAL 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, < OR CONTRACTOR, 15 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, 9. USE MOISTURE RESISTANT DRYWALL AT WET AREAS. 10. SURVEYOR SHALL VERIFY ALL SITE DIMENSIONS, EASEMENTS t SETBACKS PRIOR TO ANY CONSTRUCTION AND SHALL IMMEDIATELY CONTACT t NOTIFY ARCHITECT IF ERRORS OR PROBLEMS ARISE. II. OWNER < OR CONTRACTOR IS RESPONSIBLE FOR PROVIDING DESIGN GUIDELINES AND RESTRICTIONS PER SUBDIVISION'S ARCHITECTURAL REVIEW BOARD. O 0 O 0 40' :.' 30, O" 9' loll ALL EQUIP. ON 22"14 ALUM. STAND (11.0' NAVD MIN.) H LOUVERED ATE 9 10 x B O - _ _ - - u1c ; SHOWER 1 STOR. g 9. 16`Y N.A.V,D VT ' ° GARAGE I , _ MIR e n II'4" CLO. HT. (5'4" ABV. O'O") _ _ _ _ _ _ _ _ _ _ _ cab. _Oy 6" F,F, 1 CONIC, FL. O a5' ----� = --- q O I'8' F.F. A 'I -F R B LOPE all 4=0 O 1 1 4', Ai3A W 0 m I/2" 4YP. BD, ON 2x FRAEG, WALLB a m_ AND 6/e' STUCCO ON BLWALLSG x N GAR GE ry 70 8.0 N.A. V.D. 5/0" TYPE X' GYP. BD. W/ A v- "� I I 9'4" GLG, HT. O s STEPS DN. 1 KNOtIG-DN. FINISH = I TILE ______ rO _f(pl, F.F. CONC. STEPS (20 MIN RATING (2) roll R15ERS W/ DOOR AND ° 12" TREADS FRAME) l9' 4„ 8" 0" 5' 3" 1' 81, IP 5" RAILING 4' 10" _1 11y PLANTER q ° TOO i 1 i i 1 i m i l i i i W SNO ' Z II'4" CI -Go H l9'4" ABV. . 0 ) GONG. FL, 13'i6° Ii O' 81i 1oil 9 PLANTER I ro 3'0.1 x S.C. 0 Z 3 LOUDER FOYER W - 9'4" CLG. HT. n TILE W 15, I" UP ® a O 3' o" ® 2 I O'0' FIN. FL. = ' , 9.5 N.A.V.D. 0 ; 1 DR. 1 C Z F 32' O" I& E OF EYE-BROWF ABV. (54' O.H.) CONIC. STEPS (2) 6" RISERS W/ 12" TREADS 19 EQ. RISERS 01.26" " II'6" RAILING 210" ABV, EDGE OF TR. I" NOSING TYP. 3 - 2 x 12 STRINGERS (2) 126" RISERS + (U 10" TREAD - 24.52" -�- ----------------- 2* 0" � ' � 5' H LOUVERED , >1SATE t $ 9•C' N•A,V.D, POCL HTR. 0 :9 z 19 EQ. RISERS c 1,1 " - II'4" - N m J I I :11 Y POOL MP 1 E(iUIP RAILING 210" ABV. EDGE OF TR. I -I I 1 y 11(10 I" NOSING TTP, 3- 2 x 12 STRINGERS '� N ly s I (2) 1.16" RISERS . ( 10" TREAD • 24.32" O I I 0 rarxc I F - - - - - - - - - - -� - - - _ I F _ _ _ _ _ _ _ _ _ _ _ EXERCISE 4' 6" I 1 m ------------------ 9'4" GLG, T. 8" II i il' roll 9' loll TILE CONC. STEPS I I (3) 6" RISERS I J J W/ 12" TREADS I I O 1 1 a I Ix O I I0 14' 6" 8„ • yrs MIME mmwl�r— MIN".0wmm, LELEVATOR EQUIP. I I L CONC. STEPS TO BE MOUNTED AT I I (3) 6" RISERS W/ 15' NAVD 1 1 12" TREADS HEATER (W/ I 1 -('roll F.F. _WATER CIRC, PUMP 1 TIMER) 1 B.O N.A.V.D ON PLATFORM oil NAVD I 5, oll 6' 4" 1 4' 01, I 1 GARAGE 11 0 I I II'4" CLG. HT. l9'4" ASV, O'O") = I I CONIC. FL. I I 1 11/2" GYP, BD. ON 2x FRAME WALLS I I AND 5/5" STUCCO ON BLK. WALLS I I IN GARAGE I 15/8" TYPE "X" GYP. BD. CL'G. W/ I I KNOCK-DN. FINISH 39' 2'' I I I I I I I � muffifflum u4ca I'6F. " F. 8.O N.A.V.L% I ' ' 9' O" I' loll i 1 1 I ' ' 1 i STORAGE 1 1 11'4" CLG. HT, (9'4" ABV. Ob") I I 1 � CONC. FL. I ' i 1 It. ,T I ST. LUCIP COL'REVIEWED FOR COY pu nT..Nc PpTcynv 5/8" STUCCO ON I I 1 - 12' x I6" CONIC, COL, I I i REVIDATE WED a (TYP. OF 3 PLACES) I 'PLANS AND 'R�tIT N t BE SEE ENGIN. PLANS I I 1 NUT ONJOB ' BY 'OTHERS' I I OR NO INSPECTION WILL BE MARL I I 1 I I , M I I a LL I xx O ° --------------------------------------- I I I I I I •' I I 9' 4" 1 1 21' 411 I I 8 ll ALL EQUIP. ON 24"1-4. ALUM. STAND (11.0' NAVD MIN.) all z zm z _t e p,�°mpe a°i$`IE m d) zz Z b m Z m �N= °Nm a N 9- �"ym a IL0a om�0 ILmE��0 o 0 0 O. O [� THESE PLANS AND A CORRECTIONSSED ORK ARESUBJECTA pEQU1RED BFIY FIELD I j6peCTORS THAT MAY BE NECESSARY N ORDER TO COMPLY WITH ALL A PLICABLdCODEB. 4� Of F--�I ABC NC �oRSOF IECORDH� DATE : 06/21/I1 DBAWNBY : pa me CHECKED : Mc REVISIONS : o. , �„� `• & .ate AREA CALCULATIONS flat Floor) 1ST Floor A/C 825 S,F. 2ND Floor A/C 2102 6,F, 3RD Floor A/C 2050 S.F. Total AC 4311 S,F, Garages 2108 S.F. Upper Gov. Porch d Belt, 438 S.F. Lower Rear Porch 400 S,F. Balcony 118 S,F. Entrance 118 S,F, Total Non A/C 3182 S,F, Total Under Roof 8155 S.F, • A/C VOLUME = 50,640 CU IC SQUARE FT. • Contractors to verffy all footagee All areas are calculated to outside dimensions. 5/8" drywall on ceiling. 2 x 4 or 2 x 6 Interior Frame wall w/ etude at- 16" o.c, max. Add blk'g, 6 mid ht. Finish w/ 1/2" drywall t wood base. Attach bottom plate to stud with (2) 111 malls toe-nal led. Attach top plate to roof joist w/ (2) 16d malls, Where applicable, Attach top plate to stud With (2) 16d nails toe -nailed, Use 3/16" x 3 1/2" Tapcoms at 32" o,c, for attachment Into hollow core above. 3/16" x 3 1/2" Tapcons at 32" o.c. on 4" tort, slab or floor trusses. VV=1 9 o IIII 2' OI, CANT, T 544" I CW26 4' 81y" x 5' 1176" LINE OF WALL BELOW f------------ ------ I I I'p I IM g 1 2' ,l I I Al O r0Q F I Z 3 xZ DINING O �QFR' 0 `� COFFER CL'G. IOW' TO Z I TILE ' � E ; VTR e1 13' I" T 5/8" STUCCO ON 16" x 16' CONC. - 6' 2" 2' 6" 4' 5" 1/2 COL. (TYP. 4 = PLACES) SEE ENGIN, PLANS BY ' TNERS' O r ro a 0= m p oxz axe N m N_ 0 v" i � 3 3 v N 2' O" CANT. 40' 6' 21' O" 25' Oi„ B' Off„ 6" CW26 4' 8Sg" x 5' Lurxnr rnx:ru:nr+r:'a:rtr:ur�I—I • ,o �CI • I III Ek ice r 4 O UP 2' O" TYP. n " ' II3F� ENTRY - , o 10'8° N Q LIVING ROOM S - m - , Q p FOYER , COFFER GL'G. 10'8" TO IPB" O 0 4 ACOATN M TIL Z Q m W Z COFFER CL'G. 10'8" TO II' TILE TILE - - - -- — I p 3 II'O� F.F. n .0 U \ n S , , ; 4,9„ --------- 6,4"_ I8'II" II" , I AIDS QUARTER ' CLG. HT. 13, 5" EGRESS 4' B'@" x 5' 4'1116" CW26 8' 10N4" €YE -BROW ROOF BELOW (54" O.N.) SEE DETAIL BHT. 6 COVERED EYATOR I , PORCI-I O TO(5/8"SUC , ON MALLATPH) m N 2-sID — iD GAS FIREPLACE 2 •I.C♦ YO W/ Ou $1DE COMB. AIR 10'8" CLG. N?, CARPET _ J N , R48 I v I � � I ' ----- MEDI4 ROOM ° o IOS" CLG. M11.; _ O 5' 8" TEMP. I® TILE 5/8" STUCCO ON TfY N BAR , 12' x 16" CONIC, COL. B T SINK ' ' (TYP. 3 PLACEB) SEE ENGIN. PLANS - BY 'OTHERS' ab N ' � S 18' II" � I 4" 4' r i II„ - - - - 2 496 x 4 O 2' 4%" x 5' IA" 2 446 x 5 II•W 42" H. ALUM. RAILING Q CWI4 © Cwlb 8 ENT © CW16 8' O" 12' 6" 3' 6" 9, O" T4' 6" 4' O" T' O„ ON. 42" W. ALUM. RAILING ---g----------- ---�^ GATE , , r I I'P O" ' - — - — - — - — - — - LINE OF WALL BELOW , I I O � I I - I ' ; I ' i I POOL, I ; _O I I O ; 5' O,I 4' Oil 9' all 1811 2' Oil e I V I 9 i I j I I SPA I � 17 O I ; I I ; I POOL WALL BELOW - - - - - - - - - - - - - - - - - - I I I ; I I I _ _ _ _ LINE OF WALL BELOW 22' O" Pile Cagy DATE : 06/21/11 DRAWN BY: p, m, CHECKED : Mc REVLSIONS : I OB/OI/I7 PER B.D. 2 11/30/11 ROOF ADD. COPPER FLASHING SIMPSON L5TA24 STRAP W/ FROM TRUSS TO BACK OF LEDGER 2"x6" P.T. W/ 1/2" DIA. READHEADS s 16" (5" MIN. EMBED.) STUCCO - on P.B. high rib mtl, lath. 9'4" VERIFY MATCH EXIST. SIMPSON LSTA24 �_ O.H. STRAP W/ FROM TRUSS TO BACK OF LEDGER 2"x6" P.T. W/ 1/2" DIA, READHEADS s 16" (5" MIN. �o a L A C 4 L o sd ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS < SKYLIGHTS: PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD TYPE, SIZE, SPACING t EMBEDMENT BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE EXPIR, DATE APPROVAL" EVALUATION AGENCY WINDOWS (CASEMENT) PERMA SHIELD (IMPACT) ANDERSEN CORP. (2) 3/16" x 2 3/4" TAPCONS INTO EACH CLIP. ALL WINDOW SIZES SAME ATTACHMENT. WORST CASE SCENERIO CALCULATED SEE STRUCT, PLANS +10.0 / -10.0 N/A FL-12496.2 MIAMI / DADE WINDOWS (FIXED GLASS) SPECIALTY (IMPACT) ANDERSEN CORP. 3/16" x 2 3/4" TAPCONS 1 1/4" MIN. EMBED. SEE STRUCT. PLANS +10.0 / -80.0 N/A FL-15905.1 MIAMI / DADE FRENCH DOOR (ALUMIN.) A -SERIES (IMPACT) ANDERSEN CORP. 010 WOOD SCREWS IN 2x BUCK. 1 1/2" MIN. EMBED. SEE STRUCT, PLANS +65.0 / -10.0 N/A FL-14285.3 MIAMI / DADE WINDOWS (FIXED GLASS) SERIES 235 (IMPACT) CGI WINDOWS 3/I6" x 2 3/4" TAPCONS 1 1/4" MIN. EMBED. SEE STRUCT. PLANS +10.0 / -10.0 I1/19/2021 16-0523.02 MIAMI / DADE SLIDING GLASS DOOR SERIES 8100 (IMPACT) WINDOOR „ 1/4 x 2 3/4 TAPCONS / "12 HEAD SEE STRUCT, PLANS +10.0 / -10.0 11/03/2021 15-0115.05 MIAMI / DADE SLIDING GLASS DOOR A SERIES FWGD (IMPACT) ANDERSEN 1/4" x 2 3/4" TAPCONS / 012 HEAD SEE STRUCT. PLANS +65,0 / -10.0 N/A FL-14429,2 MIAMI / DADE FRENCH DOOR SERIES 450 (IMPACT) CGI 1/4" x 2 3/4" TAPCONS / 012 HEAD SEE STRUCT, PLANS +90.0 / -90.0 Il/09/2021 16-0329,04 MIAMI / DADE GARAGE DOOR HURRICANE MASTER (IMPAC) DAB 5/16" x 1 5/8" LAG SCREWS EA, BRACKET SEE STRUCT. PLANS +56.0 / -64.0 02/22/2020 15-0304.02 MIAMI / DADE PRODUCT MODEL " MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRESSURE EXPIR. DATE EVALUATION AGENCY TYPE, SIZE, SPACING < EMBEDMENT PRODUCT DESIGN PRESSURE APPROVAL" ROOFING "BERMUDA"FLAT ENTEGRA 2 - IOd RING SHANK NAILS W/ LARGE +/-128.4 05/23/2021 (GONG. TILE) TILE PADDY OF (45 GRAM 3M 2-COMP FOAM TAS 112 16-0112.08 MIAMI /DADE OOFING NO. 30 KO e II A A LUNDERLAYMENT) SATURATED FELT with minimum 2 aide laps and minimum FL-12328.1 MIAMI / DADE STUCCO Nq NA STUCCO N MTL. LATH NA NA MIAMI / DADE 12 5 .FLAT CONC. ROOFING IIIIIIIIIIIIIIIIII �=4111111111111111111 IIIIIIIIIIIIIU��dllllllllllllllllll �;N PRESSURE SCHEDULE ARCHITECT M.A. CORSON E ASSOCIATES, INC. ATED WITH THE FOLLOWING: 8, WALL ZONE (PSF), 4) SEE STRUCT. PLANS 5) SEE STRUCT. PLANS S. GARAGE DOOR CPSFJ: SEE STRUCT. PLANE 10- LOADS: FLOOR 60 PSF ROOF/DEAD 15 PSF ROOF LIVE 30 PSF 11. SHEAR WALLS CONSIDERED FOR STRUCTURE? YES X NO 12, CONTINUOUS LOAD PATH PROVIDED? YES X NO _ 13, ARE COMPONENT + CLADDING DETAILS PROVIDED7 YES X NO 14, SOIL BEARING CAPACITY: 2500 PSF PRESUMPTIvE:_BY TEST: X E SCENARIO, (10 S.F. EFFECTIVE WIND AREA) - - 10" SMOOTH STUCCO - E— 'BANDING (T" AND 3' ). 71711,11 �II�� ' INFINITY EDGE-. - - •/ - • - \ ' , ' - -, — — - - - EYE-BR W R' O F_ •.WATER SPILL � \ � / • \ \ • _ _ , � `LINE OF / •� , - STEPS- - _ • \ , .. - \ / .. BEYOND - _ —• — _ — • LT. TEXT. ` �/ - _ —•T-—— / -- - \, \ c - STUCCO - - - — ,— — - - - - • • - — - — - — - 8'O' H.H. 23'II"2ND F_F, 22'0" B.H. 9_O" H,H. II'4" 2ND F.F. 9'4" B.H. _O_'O_LOWER FOYER ?--' • ^ "^� 46" GARAGE FL.J, m ° u z 06 Te T-o d m�mfj ZT: NO m mv m N fl- Om 673 0 T u omom 4miQ�y 4m DATE : 06/21/I1 DRAR'N BY: p, me CHECKED : me REVISIONS : IN IN fi�1111111 I IT KIM , I WE =I FLA GENERAL NOTES: A/C NOTES Contractor, subcontractors, material suppliers, etc, shall make themselves familiar with the contract documents and shall verify all dimensions, conditions at jobsite, plans, specifications, etc, as applicable and report any discrepancies, errors or omleslons to the architect prior to any work being performed, otherwise we assume no responeiblllty 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 coats approximately Eva" thick applied to 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 eq, yard. Glass shall be float, tinted with shading coefficient of .11 cat.Il, 3/i6" tempered for operable glass doors. Tempered glass shall comply with ANSI-Z S1.1 (all glass at showers/tuba to be tempered). Caulking using Tremco or eq. silicon -type products shall be applied at all junctions 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.G, and all applicable codes or authorities having Jurisdiction. Electrical contractor to coordinate exact location of all hvac equlp. t It's loads w/ mach. contractor before roughing -in for proper power and wiring control layout and Installation. All outlets, switches and light fixture locations to be verified by owner on walk-thru with electrical contractor. Electrical contractor to sleeve drive and walkways as required For landscape 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, IB and 20A, receptacles Installed outdoors and In bathrooms shall have ground fault circuit interrupter. Unless otherwise noted, minimum size wire shall be *12 "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, manuf, specs. All elect, switches shall be 48" a.f.f. unless otherwise noted. All receptacles shall be 12" a.f.f, unless otherwise noted. Closet lighting shall be min. 18" clear from edge of shelves, 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 Installatlon details and schematics of all equipment to others who connect to the A/C equipment. I.e, Electrical and Plumbing contractor. Ductwork shall be I" 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 splatters at tape into ducts or where ducts change directions. Alrconditloning 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. Install 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 existing mains before Installation is started. Provide vacuum breakers on all hose bibbs and faucets with hose and connections. Fixtures shall be protected against water hammer with air chambers as required by code. Provide ®hutoFF valves In the potable water supply and each Piece of equipment. Insulate condensate Imes. All hot and cold water lines shall be copper type "L" 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 FTG. 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 • TEMPEiRED 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'_ B.H. - — - CONC. - — _ 33'3'_B_H. 23:11" 2ND F,F, n'o"a.H. 0'0" LOWER FOYER 1 O'O"LOWER FOYER " ` � � _, ` • ____ - � ` .. � � � � �. � � - ,• ',i ., � -" ff DATE : 06/21/1"T DRAWN BY : pe me CHECKED : Mc REVISIONS : 11 TDDllC�iE��i` QS���°I[°�() ELEVATHON 30116°°�Il'�°°