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HomeMy WebLinkAboutBrassword Cirm IIII�IIIII�IIt11�11111�11111�11111�11111�11111�1111!�IV'� II1111�11111�11111�11111�11111�11111�1111',�IIII!�IP�,�� 1IIIIIIImi1111I1IIIINIIIFIIIIII11111IlaIII IIIIII 11 I it, IlllliiiiiiiiiiillllllIllllliiiiiiiiiii lk AREA'S LIVING 1078 GARAGE 287 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1449 S,F, UNIT 7'-4 �'-10' AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F. UNIT 2 4'-10' AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F. UNIT 3 4'-10' - -- BEDROOM #2------ -� �--kBF 4' BF 4' BF 2-8 �-THROOM0' 2-62-8 HWH i REF P 2'-4' GARAGE ' KITCHEN 3-p ALTERNATE PANTRY ALTERNATE WASHER/DRYER AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F. UNIT 4 4'-10' AREA'S LIVING 1064 GARAGE 287 COVERED FRONT PORCH 80 TOTAL AREA UNDER ROOF 1431 S.F. i UNIT 5 I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 AREA'S LIVING 1078 GARAGE 287 COVERED FRONT PORCH 84 TOTAL AREA UNDER ROOF 1449 S.F. UNIT 6 T-4 QAllPlul FI 8'X16' CONC BLOCK COLUMN 4'-10' FLOOR PLAN TOTAL AREAS AREA'S LIVING 6412 GARAGE 1722 COVERED FRONT PORCH 488 TOTAL AREA UNDER ROOF 8622 S.F. DRIFTWOOD OF ZEPHYRHILLS RICK GOLLHARDT - DRAFTSMAN ZEPHYRHILLS, FL 33542 iVaU a3mlt@tam� yircom. D.W.SMITH,M.S.,P.E 53608 FLOOR PLAN SHEET [IF FUIRIDA PRIFESSIMAL ENGINEER LICEN M1MXR 536M 2 OF 9 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525 SCALE E JOB ND. QW1352-521_W F0352-521-0867 E_MIU djSflpeee"tirjknet 3/16"-1'-0" 27 OCT 2018 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED 2018-1030 36413ISRN54 ZEPHYRHILLS7FL 33541 R. GOLLHARDT D.W.S. 0 E IAJ 7'-4' 2' 2' ,I 4" CONCRETE PAD 4" CONCRETE PAD ,I v I � I If3' ■ ■ ■ ■ ■ r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r _F I SH35 6' SUDING GLASS DR I I I EGRESS I I I I I I I I I I I I I I I ■ I I I I I I I I I I I I I I I I I I I 1 I I I■I I I I I I I I I I I I I I-,7,-8, I I I I I I I I■ I I I I I I 4'-4' 1 1 SH35 01 in ■ Ell -in 6' S DING GLASS DR SH35 EGRESS %D I ON I I ■ I Cu I I I I I I I C D D C I I I �4" 1■ I 4� I 3-0 I C I I C i 3-0 I I I 1� I 414 0` 1 16, 4 1 I I I I 1 C I C i■ i C I C 4'-4 (D) 62'-8 4" CONCRETE PAD 01 ■ ■ -------- - - ■ -------------------------------- SH35 6' SUDING GLASS DR EGRESS 2'- 4" CONCRETE PAD ♦I d- I ■ ■ ■ ■ - - - ---------------------------- 6' SL IDING GLASS DR SH35 I EGRESS I I I I I 1 ■ I I I I I I I I I ■ 0% I T I I -8' '-4 T I 4'-1 4" CONCRETE PAD I + I I �4' SH35 EGRESS 6' SUDING GLASS DR 4'-4 2'-8 I� IV k_/ 1 .L . 0 INDICATES 1-#5 REBAR IN FILLED CELL FROM F❑❑TING TO LINTEL LOCATED AT EACH SIDEOF ALL WIND❑WS AND DOOR ❑PENINGS. 6' ❑C MAXIMUM ❑THERWISE, SEE F❑❑TING DETAIL 4" CONCRETE PAD ,I ■ ■ - - - ----------------------------- 6' UDING GLASS DR SH35 I EGRESS I I I I I I I I I I I I � I I I I I 7, I I I 8' I I I I I I E -8' 8' I I■I I I ♦ I N I■I I I I I I I■I I I I Cu I I I C D I I I I I I D C D I I I I I I D C D I I I I D C I � 4"� I I I■1 3-0 1 C I I 1■I I C 1 3-0 I I I■I I 3-0 1 60- I C 3-0 I I 1 1 1 I♦ I I I� 14 1 I 4 I 1 ♦ I I 1 1 1 I. 1 I� 14 1 � 1 414 o, 1 1 I I a, I I I 1 1 � I 1 04 a, I I 1 I I a, 4 I I 1 I I C I C I■ I I 1 I I C I I■ C I I I 1 I 1 I C 1■ C I I I 1 I C I C I 4' I I 2'-4' I I 2'-4 4' 1 I 1 4' I I 1 2'-4' I I I I 2'-4' 4' I I I I 4' I 1 I 1 2'-4' I I 1 SH35 3068 I I I I 3068 SH35 I I I SH35 3068 I I I I 3068SH35 j j SH35 3068 1 L----------------- I I ---------------- ---------------- I I ---------------- ---------------- ■ is ■ ■■ I I ■ I I ■■ ■ ■ ■ ■ ■ ■ ■ ■ I I ■ I I ■■ ■ ■ ■ ■ ■ ■ ■■ 8c F 4" [---Go- I 2'- -7• 4' 8 2,_ 8 3'-3 1 I I I I I I I I ` I I I I I I I I I I I I I r-1 I 10' GARAGE DOOR I I 10' GARAGE DOOR I I I I 10' GARAGE DOOR I 1 10, GARAGE DOOR I COVERED FRONT PORCH I I COVERED FRONT PORCH I 10' GARAGE DOOR L------------ -�- 1-------------J I I------------ -� -� --------------� 1 1 L------------ 1 ► ■ Ell ■ IR ■ 01 ■ El I im ■ ■ ■ ml I I ■ L J L J 6' CONC BLOCK COLUMN 4' 0' AI 3' 0' 3'-4' 3'-4' 0' 3' 0' 3'-4' 0'--i A '-10• '-10' '-10' '-lo' '-l0' 8'X16' CONCRETE COLUMN WITH (2) #5 REBAR FROM F❑❑TER TO LINTEL BLOCK STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM 4' CONCRETE SLAB W/ 6X6 10/10 WWF OR FIBERMESH I I I I MIN 3000 PSI CONCRETE DETAIL A -A DETAIL B-B ' 24"X24"X24" CONCRETE FOOTER WITH (8) #5 REBAR REINF MAT k--4'-­I REBAR DETAIL `GROU EDNCELL BAR S� LAP 1 PIER FOOTER DETAIL NOTE, ALL LAPS SHALL BE 25' MINIMUM CORNER DETAIL - FOOTING AND CORNER DETAIL - BOND BEAM FOUNDATION WALL REINFORCEMENT AND WALL REINFORCEMENT ACI 90 STANDARD HOOK -EMBED 6' ,. � a w ML N o✓ 0 LA_ Z E3 Q W J W J W W = #5 VERTICAL WALL REINFORCING IN GROUTED CELL z-BOND BEAM W/(1) #5 REBAR FILLED CELL 8'X8'X16' CMU TYP. DECORATIVE CEMENTU❑US FINISH 4'X4' INSPECTION PORT AT EACH FILLED CELL TYPICAL NOTEi EXTEND DECO FINISH 4' TO 6 BELOW GRADE E #EM5M DOWEL ACI LLSTANDARD HOOK ;D Z 25$ EMIN OW% IVERTP 8,H❑RIZ. REINF❑RCING ♦ 0 Cu (U CONCRETE F❑OTING REINFORCING REBAR .SEE FOUNDATION PLAN) -mot 25' MIN LAP t� MASONRY WALL FILLED CELL DETAIL EDGE OF FOOTING 1-#5 DOWEL IN CORNER TYPE 'S' MORTAR #5 VERTICAL WALL REINFORCING IN GROUTED CELL MIN OVERLAP 25' STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM ri v F.F. __1 f' _* :i : ;; • . �C 14�' C❑NC�RPSI/ET; RSLFAI EWRM/ 6X6 MIN103000 FC❑N RETESH' R' 6 MIL VAPOR BARRIER (C( MPACTED AfJ E95% OM❑DIFIED 20'H X 12'W MONOLITHIC SLAB PROCTOR ASTM D1557) WITH (2) #g REBAR CONT. ~ TERMITE TREATED ON 3' CHAIRS TYP. BOTTOM OF F❑OTER SHALL BE 12' BELOW GRADE TYPICAL MONOLYTHIC [IN #5 REBAR CONT. ON 3' CHAIRS TYP. FOOTING DETAIL E-E #5 DOWEL HORIZ. REBAR J zrDOWEL-iLAPPED BEAM REINFORCING a a WITH J EINFORCING ll 1 N (2) #5 C❑NT, ON 3' CHAIRS (TYP.) SH35 1 � 1 I 1 I 1 1 3068 SH35 1 I 8 �4' I � k3'- 3' I I I I � 10' GARAGE DOOR - 1-------------. I ■ I 8'X8'X16' CMU TYP, WITH #5 VERTICAL WALL REINF❑RCING IN GROUTED CELL MIN OVERLAP 25' 6 x 6 W.W,F OR FIBERMESH 0 I I I I I N ro TYPICAL INTERIOR WALL DETAIL D- D W,W.F oBERMESH 4' w / TYPICAL DROPPED SLAB DETAIL C- C I hereby certify that I have reviewed this plan and found It to be In compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W, Smith, P.E. #53608 8'X16' CONC BLOCK COLUMN —i 4' 1 ter. FLOOR PLAN TERMITE PREVENTION NOTESi 1. A PERMANENT SIGN WITH IDENTIFIES TREATMENT PROVIDER AND NEED FOR RE-INSP AND TREATMENT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER ELECTRICAL PANEL FBC 104.26 2. TO ENABLE TERMITE INSPECTION, THE DISTANCE, BETWEEN WALL COVERING AND EARTH GRADE SHALL BE 6 INCHES MINIMUM, EXCEPTIONi CORRISION REISITANT METALS, CEMENTATIOUS FINISHES APPLIED DIRECTLY TO FOUNDATION. 3. INITIAL TERMITE TREATMENT SHALL BE COMPLETED AFTER ALL EXCAVATION AND BACK FILL IS FINISHED. 4. SOILD DISTURBED AFTER THE INITIAL TREATENT SHALL BE RE -TREATED INCLUDING SPACES BOXED OR FORMED. 5. BOXED AREAS IN CONCRETE FLOORS AND FOR SUBSEQUENT ggM,EDTDApLp HOHRTTPgLqAATS�T�/I/IICLLLLFOEER WSEP&MANENT FORMS MUSTPBEMOFEATSIZE AFTERTTHEHTREATMENTLIMINATE THE DISTURBANCE OF SOIL 6. MINIMUM 6 MIL POLYFILM MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. RETREATMENT IS REQUIRED IF RAINFALL OCCURS BEFORE POLYFILM PLACEMENT, 7. CONCRETE OVERPOUR AND MORTOR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXYERIOR SOIL TREATMENT. 8. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. 9. NO WOOD, VEGETATION STUMP, CARDBOARD, TRASH, ETC. SHALL BE BURIED WITHIN 15 FEET OF ANY BUILDING OR PROPOSED BUILDING. 10. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM WITHIN ONE FOOT OF THE BUILDING, THIS INCLUDES ALL GRADE STAKES TIB TRAP BOXES, FORMS, OTHER CELLULOSE CONTAINING MATERIAL. 11. A CERTIFICATE OF COMPLIANCE MUST BE PROVIDED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY CERTIFICATE OF FCOMPLIANCE SHALL STATE THE ISSUED. THE RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES AND THAT THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAW OF THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICE. 0 U K I F I WUU U U F L LFH Y KH I LL5 RICK GOLLHARDT - DRAFTSMAN ZEPHYRHILLS, FL 33542 r t*@ttaam� yrr.cm D.W.SMITH,M.S.,P.E 53608 FOUNDATION PLAN SHEET OF FLORIDA PROFESSIONAL ENGINEER LICENSE —NUMBER 53608 3 OF 9 PROJECTS ENGINEERING CONSULTANT 109 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE DATE ,SOB NO. X-352-521-M F0352-521-W7 EMAIL, disfIK6arthlink.ret 3/16"-1'-0" 7 OCT 2018 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED 2018-1030 ZEHYRHILLS 36413ISRN54 CP�FL 33541 R. GOLLHARDT D.W.S. M-0 DETAIL 'B' DETAIL 'B' M—cc DETAIL B j�f'TAIL 'B' DETAIL 'B' I3ETAIL B' DETAIL 'B' REINF❑RCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8' x 8' LINTELS MARK NO. LINTEL LENGTH CLEAR SPAN LINTEL TYPE LINTEL TOP BARS LINTEL BOTTOM BARS GRAVITY SAFE LOAD UPLIFT SAFE LOAD SAFE LATERAL LOADS (PLF) PLAIN S❑LID #5(1)U(0)L S❑LID #5(1)U(1)L S❑LID #5(1)U(0)L #5(1x1(1)L SOLID #5(2)U(1)L 8'x8' (PLAIN) 8'x8' (SOLID) A BAR B BAR DETAIL A DETAIL B DETAIL C DETAIL B & C DETAIL D M-4 4'-6' 3'-2' Precast (2) #3 (2) #2 NONE 1343 2165 2165 2608 2608 638 1266 M-7 5'-10' 4'-6' Precast (2) #3 (2) #3 NONE 860 1423 1423 1470 1609 543 1105 M-8 6'-4" 5'-0' Precast (2) #3 (2) #4 NONE 740 1283 1283 1216 1405 634 1355 M-11 7'-6' 6'-2' Precast (2) #3 (2) #4 NONE 570 991 991 825 1082 446 938 M-17 11'-4' 10'-0' Precast (2) #3 (2) #5 NONE 315 567 567 317 607 198 620 M-22 14'-8' 13'-4' Prestressed (2) #3 (2) #4 NONE N.R. 480 480 243 471 N.R. 341 19 DETAIL 'B' REINFORCING SAFE WORKING 8' x 8' SCHEDULE & LOAD CAPACITIES LADS (PLF) RECESS DOOR HEADER MARK NO. TOTAL LENGTH CLEAR SPAN LINTEL TYPE TOP BAR 1 LINTEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD LATERAL SAFE LOAD PLAIN S❑LID #5(1)IJ(0)L S❑LID #5(1)U(1)L S❑LID #5(M(o)L #5(1)U(1)L S❑LID #5(2)U(1)L PLAIN S❑LID A BAR B BAR DETAIL DA DETAIL DB DETAIL DC DETAIL DB & DC DETAIL DF DETAIL DA DETAILDB D-4 4'-4' 1 3'-0' 1 Precast (2) #3 (2) #2 NONE 963 1230 1230 1596 1 1 1596 785 1386 ENGINEERING SPECIFICATI❑NS: 1.) SAFE LOADS ARE TOTAL SUPERIMP❑SED ALLOWABLE L❑ADS, 2.) DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAX. RESISTING SHEAR AND MOMENT FOR THE LISTED LINTELS. 3.) SAFE LOADS LISTED ON ALL TABLES ARE IN UNITS OF POUND PER LINEAR FOOT, GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 6TH EDITI❑N 2017 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-11). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 2.) C❑NCRETE- 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS; 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-4000 PSI MIN. 2.1.2 PRE -CAST W/PRESTRESS REINF❑RCEMENT-6000 PSI MIN. 2.1.3. GROUT PER ASTM C476 - 3000 PSI W/ MAX. 3/8' AGGERATE, 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING ❑PERATI❑NS SHALL COMPLY WITH ACI STANDARDS. 3.) MASONRY: 8' TO 11' SLUMP. ASTM A615 (GRADE 40). KSI 3.1 DESIGN AND CONSTRUCTI❑N SHALL CONFORM TO THE SPECIFICATI❑N OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-11. 3.2 MINIMUM MASONRY UNIT STRENGTH: FM 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTI❑N 2101.3.1 OF FLORIDA BUILDING CODE 6TH EDITI❑N 2017 4.2 FOR LINTELS THAT ARE GREATER THAN 14'-0' CLEAR SPAN THEY SHALL BE PR❑VIDED A TEMPORARY SUPPORT AND THE TEMPORARY SUPPORT SHALL NOT BE REMOVED UNTIL 2 DAYS AFTER GROUT PLACEMENT, M-8 DETAIL 'B' I J LINTEL PLAN 2• RCCESS I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 -® �- -- ' 62'-8' UPLIFT CONNECTION - SIMPSON STR❑NG-TIE MASONRY APPLICATIONS MARK C❑NNECT❑R UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FL❑RIDA APPR❑VAL # A HETA20 1890 335 16-1001 X 1-1/2' 11473 B HETA20 1890 16-10d X 1-1/2' 11473 C VTCZ 1890 16-1001 X 1-1/2' 10861 CAPACITY IS BASED ❑N C❑NCRETE EMBEDMENT, REFER T❑ MANUFACTURER F❑R GR❑UT FILLED CPU, N❑TE: ENGINEERED W❑❑D TRUSSES BY ❑THERS ATTIC ACCESS ATTIC ACCESS SHALL BE PR❑VIDED T❑ ATTIC AREAS EXCEEDING 30 SQ. FT, AND HAVING MINIMUM 30 INCHES ❑F VERITAL HEIGHT, R❑UGH FRAMED ❑PENING N❑T BE LESS THAN 220X300 INCHES, WHEN MECHANICAL EQUIPMENT IS L❑CATED IN THE ATTIC IT SHALL BE INSTALLED IN ACC❑RDANCE WITH FL❑RIDA BUILDING C❑DE 5TH EDITI❑N 2014 RESIDENTIAL-SECTI❑N 807 LEGEND HETA20 ® H10A © VTC2 TRUSS LAYOUT ATTIC VENTILATION CALCULATI❑NS T❑TAL ATTIC AREA = 1728 S.F. 415 MINIMUM SQ. IN. ❑F NET FREE AREA ❑F EXHAUST NEEDED ❑R NEAR THE RIDGE 415 MINIMUM SQ. IN ❑F NET FREE AREA ❑F INTAKE NEEDED AT ❑R NEAR THE SOFFIT TOTAL SQ IN RIDGE VENT = 520 SQ IN (4) VENTSURE METAL DOME ❑R EQUAL T❑TAL SQ IN SOFFIT VENT = 2093 SQ IN (161'-0' X 13/LF) TRUSS PLAN I hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 a ?JW2 �ATA NG ' U& MAMYT PLATES. MAX ?JffTHV - &ACA NG W2$ONRYT PLATS. MAX ti R905.2.7 ASPHALT SHINGLE UNDERLAYMENT APPLICATION REQUIREMENTS R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063 and the provisions of this code. R703.6.1 Lath. All lath and lath attachments shall be of corrosion -resistant Materials. Expanded Metal or woven wire lath shall be attached with 11/2-inch-long (38 mm), 11 gage nails having a 7/16-inch (11.1 mm) head or 7/8-inchlong (22.2 mm), 16 gage staples, spaced at no more than 6 inches (1�2 mm), or as otherwise approved. R703.6.2 Plaster. Plastering with portland cement plaster shall be not less than three coats when applied over Metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete pressure -preservative treated wood or decay -resistant wood as specified In Section R3�71 or ypsum backing. If the plaster surface is completely covered by veneer or other facingma�erial or Is completely concealed, plaster application need be only two coats, provided the total thickness is as set forth In Table R702.1(1). On wood -frame construction with an on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to cementitious materials shall be as set forth in Table R702.1(3). R703.6.2.1 Weep screeds. A minimum 0.019-Inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2 Inches (89 mm) shall be shall be provided at or below the foundation plate line on exterior stud walls In accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 Inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. R703.6.3 Water -resistive barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathingt, shall include a water -resistive vapor -permeable Barrie with a performance at least equivalent to wo layers of Grade D paper. The individual layers shall �e installed Independently such that each layer provides a separate continuous plane and any flashing (installed In accordance with Section R703.8) intended to drain to the water -resistive barrier is directed between the layers. Exceptions Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially nonwater-absorbing layer or designed drainage space. R703.6.4 Application. Each coat shall be kept in a moist condition for at least 48 hours prior to application of the next coat. Exceptions Applications Installed In accordance with ASTM C 926, R703.6.5 Curing. The finish coat for two -coat cem nt plaster shall n t be a llied soo er tha seven dda s after a ptic tiQn of the first coat. For three -coat cement plaster, -the second coat s�all no be applied sooner tlPian 8 hours after application of the first coat. The finish coat for threecoat cement plaster shall not be applied sooner than seven days after application of the second coat. CARPENTRY: 1, DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASS❑CIATION, 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYP.) NO. 2 GRADE OR BETTER, WITH SINGLE MEMBER (UNFACT❑RED) STRESSES AS FOLLOWS, Fv = 90 PSI Fc = 975 PSI E = 1,600,000 PSI 1% MAXIMUM M❑ISTURE CONTENT FRAMING LUMBER SHALL BE #2 APRUCE-PINE-FUR OR BETTER. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5.PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN ACCORDANCE WITH F.S. TT-W-571 AND BEAR THE AMERICAN WOOD PRESERVERS INSTITUTE EQUALITY MARK LP-2, 6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERI❑R GLUE, ALL ROOF SHEATHING TO BE INSTALLED WITH PLYCLIPS. (MAXIMUM 24' ❑.C.) 7. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE 8d COMMONS @ 4' O.C. @ PANEL EDGES, AND 6' D.C. INTERMEDIATE, FOR 1/2' SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4'+) SHALL BE 6d COMMON @ 4' D.C. AT PANEL EDGES, AND 6' D.C. INTERMEDIATE. 8. ALL FLOORING MATERIAL TO BE 3/4' T&G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS. FLOOR NAIL WITH 10d NAILS AT 3' D.C. AT PANEL EDGES, 6' D.C. IN THE FIELD. STAGGER NAILS AT 2' D.C. AT BUTT ENDS OF PLYWOOD SHEATHING. 9, INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0' MAXIMUM. INSTALL BLOCKING IN ALL BEARING WALLS AND PARTITIONS OVER 9'-0' @ MID -HEIGHT. BRACE GABLE END WALLS AT 4'-0' O.C. WHERE WALL FRAMING IS NOT C❑NTINUOUS FROM F❑UNDATI❑N TO ROOF. 10, ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPS❑N STR❑NGTIE CO. OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL C❑NNECTION HARDWARE TO CONTRACTOR FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER. 12,PR❑VIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS, STAGGER END J❑INTS IN DOUBLE PLATES AT LEAST 4'-0'. 2X4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION AT A MAXIMUM OF 4'-0' D.C. 13,L❑AD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL CORNERS, 14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2X12 HEADERS UNLESS NOTES OTHERWISE ON PLANS, WITH C❑NTINUOUS 3\4' PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS. R703.7 Exterior plaster. Installation of these materials shall be In compliance with ASTM C926, ASTM C1063 and the provisions of this code. R703.7.1 Lath. Lath and lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 11/2-Inch-tong (38 mm), 11 gage nails havin a 7/16-Inch (11.1 mm) head, or 7/8-inchlong (22.2 mm), 16 gage staples, spaced not more than 6 �nches (152 mm), or as otherwise approved. R703.7.2 Plaster. Mastering with portland cement plaster shall be not less than three coats where applied over metal l th or wire lath and s all be not less than two _coats wh re a plied ove m sonr , ee, ressu e- ese v vet eated woo or deca e i tan woo as spec �fiec(� in Section lr or pjipsum ac�cing. fat e praster surface is coxpreMe�y coverO 16 vneer or other ftgcin� '°l tia� or is comglet ly co c�aleld, laptg ,&plication need be only two coats, provided e o a c Hess is a se for n abPe On wood -frame construction with an on- rode floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to cementitious materials shall be as set forth In Table R702.1(3), R703.7.2.1 Weep screeds. A minimum 0.019-Inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2 Inches (89 mm) shall be rovided at or below the foundation plate line on exterior stud walls in accordance with ASTM 926. The weep screed shalt be placed not less than 4 inches (102 mm) above the earth or 2 Inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachment flange of the weep screed. R703.7.3 Water -resistive barriers. Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathin shall Include a water -resistive vapor -permeable barrier with a performance at least a uivalento two layers of Grade D paper. The individual layers shall be Installed Independently such that each layer provides a sedparate continuous plane and any flashin (Installed in accordance with Section R703.4) Intended to drain to the water -resistive barrgier is directed between the layers. Exception° Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. R703.7.4 Application. Each coat shall be kept In a moist condition for at least 48 hours prior to application of the next coat. Exceptions Applications Installed in accordance with ASTM C926 Including the reference in ASTM C926 Section 8 to Section X1.4.2 of the Appendix. R703.7.5Curing. The finish coat for two -coat cement plaster shalt not be applied sooner than seven days after application of the first coat. For three -coat cement plaster, the second coat shall not be applied sooner than 48 hours after application of the first coat. The finish coat for threecoat cement plaster shall not be applied sooner than seven days after application of the second coat. Exception: Applications Installed in accordance with ASTM C926 including the reference in ASTM C926 Section 8 to Section X1.4.2 of the Appendix. 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING TO BE Ep 15/32' 4 PLY USCDEX OFR pPMLYWBLW/8Ed RING SHANK NAILS USE STEEL �LYCLiPSIR RIDGE RVENT AS RREQUIREDE PER FBC R806 INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE OR ATTACHED PER MANUFACTURERS 2X6 WOOD SUB ATTACHED TO EACH TRUSS WITH 8d COMMON NAILS (2) ggEppA��CFFH TTTRppUSDDS ppSS qq TRIMMIATTARBI PERN MANUF�ISPECS. VARIES SEE PLAN PRE -CAST CONC SILL- 8'X8'Xi6' CMU TYP. -� TYPE H 'C1S' #MOR�T�AgRp FRS PRppF❑UIT�/ER )CTE85LINTELUUR BLOCK ISR� CSTUCCOM 1/2402SCOAT PER SPECS FBC-R 703 4'X4' INSPECTION POR AT EACH FILLED CELL TYPICAL NOTE, EXTEND DECO FINISH 4' TO 6'- BELOW GRADE R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION ATTA& I'6iAy% COOLER NAILS �OR ##�81 pDRYWALL �SCREW �j�pAgTTR7' O..C. MAX IN IN E� �q T SS WIHTOI 1/2 AILSTE ONP TRUSS L AYObT. T FILL ALL NAILUHOLES (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS PRECAST CONCRETE LINTEL FRAME WINDOWS ATTACHED TO P.T. BUCKS gAa8PWSSP ffJACHED PER MARBLE SILL •1X2 P.T. WD FURRING @ 24' O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' O.C. MAX •R7.8 CELOTEX 'TUFF-R' INSULATION BD OR EQUILIVANT 1/2' GYPSUM WALLBOARD U.N.O. ATTACHED WITH 5d COOLER NAILS OR #8 DRYWALL SCREW AT 7' O.C. MAX OtkA tl TO BLOCK WITH 3d CUT NAILS @ 12' O.C. MAX 3 1/4' BASEBOARD STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM 30 YEAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER SHEATHING 0 C BEpR1 FIRST 3 TRUSSES OFRROPMLY�W W 8d RANG SHANK NAILS USE STEEL PLYCLIPS. RIDGE VENT AS REQUIRED PER FBC R806 INSTALL ROOFING PER MANUFACTURERS SPECIFICATIONS FLASHING PER FBC-R 905 CONTINIOUS ALUM DRIP EDGE OR ATTACHED PER MANUFACTURERS 2X6 WOOD SUB ATTACHED TO EACH TRUSS ACHTTRUSSCOMMON VARIES - SEE PLAN T/Y�PTEH W. #hEIR�TouP. F- -, EECCppR�FOOIT�/ER )CTE85LINTEULR BLOCK INISH (STUCCO) /2Y02SCOAT PER SPECS FBC-R 703 4'X4' INSPECTION POR AT EACH FILLED CELL TYPICAL NOTE, EXTEND DECO FINISH 4' TO BELOW GRADE R-38 BATT INSULATION (MIN) ATTIC SPACE OPTIONAL BLOWN FIBERGLASS INSULATION 1/2' CEILING TYPE GYPSUM BOARD ATTACHED WITH 5d COOLER NAILS OR ##8 pDRYWASLLLL SCREW �AST7R7' D.C. MAXUSE LIN E� E T SS R Bd I 1 1/2 ET E ON TRUSS L AYOUT. T FILL ALL NAILUHOLES (1) COURSE 8'X8' KNOCK -OUT BLOCK FILLED SOLID W/(1) #5 BAR. TYP. AT ALL SOLID WALLS PRECAST CONCRETE LINTEL 1X2 P.T. WD FURRING @ 24' O.C. ATTACHED TO BLOCK WITH 3d CUT NAILS @ 12' O.C. MAX R7.8 CELOTEX 'TUFF-R' INSULATION BD OR EQUILIVANT 1/2' GYPSUM WALLBOARD U.N.O. ATTACHED WITH 5d COOLER NAILS 1ORR.}#8 DRYWALL SCREW AT 7' O.C. MAX ATTkk TO 910RWITH 3d CUT NAILS @ 12. O.C. MAX 3 1/4' BASEBOARD STANDARD 90 DEGREE BEND WITH 25' LAP MINIMUM F.F. F. F.zi W� A -' - •rL •. 0= GRADE GRADE CUM iu� _ : • . �4���'����COON�yyR�T S �H¢ N� iu� • - • ��' ' ON� �PA ~� .-' ~� MIN RETESH WITH36oMIL VAPOR BARRIER WITH 6 MIL VAP�O BARRIER CCOMWACTED TJE95% hDIFIED CCOMPA&EDP TO 95% OMODIFIED 20'H X2212'W MONOLITHIC SLAB 12' PROCTOR ASTM D1557) TERMITE TREATED 20'H X212'W MONOLITHIC SLAB 12' PROCTOR ASTM D1557) TERMITE TREATED WITH (CHAIRSRTBAAR CONT. ON BOTTOM OF FOOTER SHALL WITH (FHA RSREBAAR CONT. T BOTTOM OF FOOTER SHALL BE 12' BELOW GRADE BE 12' BELOW GRADE SECTION "A -A" TYPICAL WALL SECTION WITH WINDOW ROOF DECK USE APPROVED FIREPROOF CAULKING BETWEEN WALLBOARD AND ROOF DECK PRE-ENGINEERED WOOD TRUSSES ATTACHED TO 2X8 PT BOARD WITH 16d COMMON TOE NAILED AT 12' O.C. MAX GYPSUM WALLBOARD HED WITH 6d COOLER NAILS DRYWALL SCREW AT 7. O.C. MAX 2X8 PT BOARD FOR ATTACHMENT OF ROOF TRUSSES 1/2' X 8' AB WITH WASHERS & NUT SPACED 24' MAX GYPSUM WALLBOARD 'HED WITH 5d COOLER NAILS 3 DRYWALL SCREW AT 7. O.C. MAX 8'x16' BLOCK WALL ATTACHED WD FURRING WITH 3d C CUT NAILS @ 12' O.C. MAX R5.4 CELOTEX 'TUFF-R' INSULATION BD OR EQUILIVANT SECTION "C-C" TYPICAL WALL SECTION 2- HR FIRE SEPERATION BETWEEN UNITS SECTION 11 B-B" TYPICAL EXTERIOR WALL SECTION CONCRETE MIN CEILING INSTLATION R-38 /2' CEILING TYPE GYPSUM BOARD iTTACHED WITH 5d COOLER NAILS IR #8 DRYWALL SCREW AT 7' O.C. MAX IGLE TOP PLATE (INTERIOR WALL) 'UD WALLS @ 16' O.C. YWALML YCRE% PF8y'a NSULATION MIN. DUIRED) P.T. BOTTOM PLATE ATTACHED WITH OMNECNRETE NAILppS..CCW/ 1 GG1/EE2'EEDD DSHEARMAj,,TUTCONCRETE ION 120#) MMililnnnn INTERIOR WALL DETAIL NON -BEARING R302.6 Dwelling -garage fire separation. The garage shall be separated as required by Table R302.6. Openings in gara a walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. Not less than 1/2-inch gypsum board or equivalent applied to the garage side M1307.3.1 Protection from impact. Appliances shall not be installed in a location subject to vehicle damage except where protected by approved barriers. R311.2 Egress door. Not ss than on re s d r sh ll be vi ed f ea h wellin unit. T ress door shall sid hin ed d shall prov�de a clear weld of no?°less (than 3 Inches (��3 mm) where measuredhbePt�reen the face ofbethe door �nd hie stop, with the door ope 90 de Kees (1.57 rad). The cl ar hei ht of the door opening hall b not les th n 78 inches (1981 mm) in hei ht measure or from e top of the threshoe[d to I e bottom of the stop. tither doors sho, no be required to comply with t� se linimum dime?flonts. Egress doors shall be readily openable from inside the dwelling without the use of a key or specia now edge or a or. Exception= Buildings that are 400 square feet or less and that are intended for use in conjunction with one -and two-family residences are not subject to the door height and width requirements of this code. R320.1.1 All new single-family houses, duplexes, triplexes, condominiums and townhouses shall provide at least one bathroom, located with maximum possible privacy, where bathrooms are provided on habitable grade levels, with a door that has a 29-Inch (737 mm) clear opening. However, If only a toilet room is provided at grade level, such toilet rooms shall have a clear opening of not less than 29 inches (737 mm). I hereby certify that I have reviewed this plan and found It to be In compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 -_f w ELECTRICAL, PLUMBING & MECHANICAL: IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE C❑DES, THE ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE bWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET ❑R SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER 'GFI' CIRCUIT, 'AFI' CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INTO AN ARC —FAULT INTERRUPTER. SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C, DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE GARAGE SHELL BE CONSTRUCTED OF MINIMUM NO,26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE (FBC 2017 R309)w of it cr r I 11� 4 C. O. 4 C. 0. 4 C. O. 4 C. 0. 4 C. O. 4 C. 0. fy h1 FY F9 M FY ZU ❑ ❑ uz ZU ❑ ❑ UZ zU ❑ C3 UZ QF7 L3< Q0 Q< QL3 L3Q z z F- F- Z Z Z z F- F- Z Z z z F- F- z z ►a U U r, ► U U rr H u U .+ �F- w W F-� IZ'F- W W F-Q' [YF- W W F-LL WW Z Z ow wo z z Ow WN Z Z Ww 39" Z Z �-+3 3c" z Z ":m 3►r z Z �-+3 WX ❑ O XW WX ❑ ❑ Xw WX ❑ ❑ XW ow U U wo ow U U wo 2" VTR ow U U WH 2" VTR 2" VTR 2" VTR SINK SINK PLU1IIBING PLAN SINK SHOWER SWC 2" VTR 2" VTR TUB SINK 3" WC SINK SINK WASHER SINK 3„ 3" WC 3„ SHOWER WC W ER 3» 3' TUB 3" DRIFTWOOD OF ZEPHYRHILLS RICK GOLLHARDT — DRAFTSMAN 4" C. 0. 3�► 4" C.O. ZEPHYRHILLS, FL 33542 rgoivarraftm y.mcom ISOMETRIC UNIT 1,3,5 ISOMETRIC UNIT 21416 D.W.SMITH,M.S.,P.E #53�60 8 PLUMBING PLAN SHEET OF FLDRIDA PROFESSIONAL ENGINEER LICEN 7 OF 9 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE-DADE CITY,FLORIDA 33525 SCALE T .�B NO. NW# 352-521-0865 FIW 352-521-OB67 E-MAID dIsf 1pel wthl irk net 3/16"-1'-0" 7 OCT 2018 RYMAN CONSTRUCTION OF FLORIDA, INC DESIGN/DRAWN CHECKED 2018-1030 36413ISRN54 ZEPHYRHILLS FL 33541 R. GOLLHARDT D.W.S. 3 3 3 Q 3 w w w N N N f N 3'-4' 2'-1 -8' 3'-11' 6'-1' 2" VTR � 00- 2" VTR�00- 2" VTR yl " �2VTR 2" VTR •000 00- » ,2VTR _ �� — — — — — — — � •a' +�, » 2" VTR 2" VTR 2" VTR 2" VTR 2' VTR 3" 3" 2" VTR I 3,_8•-� 2, 9• 2, ,-8' 1 3'-5' 8•2, 9• ff2� ��--3'-8'3'-3'-8•� 2,Z••_8 '2VTR2VTR VTR 2 VTR 2 ViR 2 VTR 8'-7' 7'-5' 36'-6 36'-6' 8'-7' 3" 3" n (U o o tj (U o 0 lU N 5'-1' � 6' � 9'-6' i 6' 1 '-6' # 4'-6' � 5'-1' i 3" ttl 3" I r I c Ll r I L 2/0 THNN CU FEEDERS GALV RISER 2' CHASE W/(3) N210 THW COP. O2 (3) 8410 THW AL. 2W AMP MAIN BREAKER AMP PANEL F IN &ACARAC WALL saCKET 00 I' 2' GALV NIPPLE I UNDERGROUND SERVICE (IF A I (IF AVAILABLE) a4 CU DRIVEN GROUND RODS 2 EACH 8'-0' APART MIN. 3/8' X 8' GROUND ROD CONCRETE ENCASED 'UFEW ELECTTODE REQUIRED PER ART 250-50 M.E.C. MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT. NOTES ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY VITH APPLICABLE PROVISIONS OF THE MFPA 70 - 12, LOCAL CODES AND THE LOCAL POVER CO. TYPICAL ELECTRICAL RISER DIAGRAM NOTE: METERS MAY BE LOCATED WITH DUKE ENERGY NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BEi 12' AFF (GENERAL) KITCHEN 44' AFF BATHROOM 39' AFF LAUNDRY ROOM 36' AFF EXTERIOR WATERPROOF 12' AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE 42' CENTERLINE AFF. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A M❑NIT❑RED BATTERY BACKUP. INSTALL SMOKE DETECTOR/CARBON MON❑XIDE ALARMS PER FBC R313. 6. ALL CIRCUITS ARE REQUIRED TO BE EITHER ARC FAULT OR GROUND FAULT PROTECTED PER NEC 2017 210.12 (B) 7. ALL RECEPTACLES ARE TO BE CHILD PROTECTED PER NEC 2017 406.11 8. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. 2017 9. R313.2 1 CARBON MONOXIDE PROTECTION, CARBON MONOXIDE ALAMRS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA70. SUC DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPRO DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 10 . 313.2.2 3 COMBINATION ALARMS, COMBINATION SMOKE/CARBON MON❑XIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICATION UL STANDARD. 11. KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS. 12. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO THE A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 13. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 14. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 15. ADD GFCI PROTECTION TO RECEPTABLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECPETACLE INSTALLED FOR A WASHING MACHINE. RECEPTABLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 241. THE WIDTH OF A SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF ALL OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12' FOR STRAIGHT COUNTER TOPS AND 18' FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS, SYMBOLI DESCRIPTION $ SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 8 110 V RECEPTICLE(1/2 SWITCHED) 8 110 V RECEPTICLE 8GFI 110 V RECEPTICLE - GROUND FAULT UAFI 110 V RECEPTICLE — ARC FAULT WP 110 V RECEPTICLE — WATERPROOF OUTLET 6 220 V RECEPTICLE A DUPLEX OUTLET IN FLOOR 8 110 V QUAD aVP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT ' ? LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT COMBINATION ® FLOURESCENT FIXTURE dD FLOOD LAMPS s VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER 30D SMOKE /FIRE DETECTOR/ALARM o(sm SMOKE/CARBON MONOXIDE DETECTOR - COMBO © CARBON MONOXIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN C::� I DISCONNECT 0 ■ ELECTRICAL PLAN ELECTRICAL METER ELECTRICAL PANEL A A r i L NOTE: MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATI❑N MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, HVA C PLAN CODE.) DRAWN is e 0 u 21tl�