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HomeMy WebLinkAbout22-4026City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 AR-00406-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 06J03/2022 �'.•{?; \v C:.. Ju't, ..4 U 4 ti.;,., ,', : , s 1,,? 1, <' " ,:fiv `.Sl t',. i. 1 1, 2 Ot;. U, 1 �?'.,. U tiv {;a\'.`'��£Y �d ,3; :: .^. h�,'„e 2,£U �` .., " tL un .� :U ,, isrnn., . `„��:y �t s?; Yt, is sh i� �� i, ,A �.. s= S (�v t '�`s,1 ' t�.ks,�'x t d �5 tt� �.;..�fer �.a.. "� `4Y �S\'if f��, ',`'�, " �.'�r t `�1f t,.2.0 z1. }�tln�'�b`•; .24 . vit ����,. �� 4',��•,s�`i ivfta; ir� , 9.a .. � T , ti �u;,}�. �.,,;.,\ Z'�1� }:.�',:,.. k,a���� ;s;}';'.,� � . �1 Gt�• ,',. �.sirS'•, .lkY �<.,r ��. ��*?�,U�vS'r� ,.,,�s -- 5 i. .�� t��\ � � �', 41, �}ti ,v s�`a, i= '„yi+?$flt,.,`F4 .o,+`+lt , 11 26 21 0010 10700 0010 38800 9Th Ave 3 C l:.., f _>. c .�,,, =s'2 t iU4t<, ��.1 v...\\:\ U \ �'ti'4; f ( i \v1* ,s< k ,. n r.::.XS vk, a v�4; isw,�,7f'.`s v` t�3 '_' ,}• "`t n. r vvj ': ..T �-:`i�.' .�;', F, 'S.. Name: John Epperson Permit Type: Add/Alter (Residential) Contractor: HANDS ON CONSTRUCTIOI Class of Work: Add/Alter Residential INC Address: 38800 9Th Ave Building Valuation: $45,000.00 ZEPHYRHILLS, FL 33542 Electrical Valuation: $7,000,00 E Phone: (813) 715-6242 Mechanical Valuation: $5,000.00 € ,, Plumbing Valuation: $5,000.00 Total Valuation: $62,000.00 Total Fees: $705.00 Amount Paid: $705.00 Date Paid: 6J3J2022 8:17;31AMic +hi:,,)• r 'o ,'°s \ , ." ,,, 2'�l1.. S i, '„h4 S\ i. 1 �..y.v, }.. „f, 4 cv 1. c iv§'.`.rS3 ".}IS \v.t f,i,. ,`� .. 1`�.. \:. ,,.k S } tti§.. n„'u\*. ?*. a?13`\yf c l\j,,. b`3a\ '•t Ott.. `+`.L ' .,..F )' ci :�)tt ll{z � k.. SC ry 't At >j1Z. n� }.fits;,.. t t. ,.,`.»-s.\\,Zi' s.,51�„s �11�'+2 .h �}. CONVERT GARAGE TO LIVABLE SPACE 480 SQ FT a.. „\.,�. .. \<>, r .'. a,<,: . t � 1 n .. \.,•. \ t .' i . w \ . t � ? Us1- : Y 't �. \ t � �... ., .., v. 4 �t z i..\. 3�, S "1\"r; � �� `nt � � \. \ ��. ;; \��ll l 1�:, '•r�. .1� S x, .`.. \. ... �)�t v\.US t` i; ?,\1\ ,.4t\0 t t. t�lti t'`.vr* 1i...k.,' ,t�}Y\_;\`,i}j�C�ti..\.T:.1\.,.1)lU,.��i`.„1,�•,l'l�x�'.\.9t y?<�l. s.,`\iti�' ,i.,C ,\,lYkE.`l Y..}'`;�\i �2}�,i,.,,, \2\\\'{��S',:il, xi, i... \. `5:.�;' Plumbing Plan ReviewFee$32.50 Building Permit Fee $265.00 Electrical Permit Fee $75.00 Mechanical Permit Fee $65.00 Electrical Plan Review Fee $37.50 Plumbing Permit Fee $65.00 Mechanical Plan Review Fee $32.50 Building Plan Review Fee $132.50 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. Tim Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE: 1 i CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURTIC UIE PROTECT CARD FROM WEATHER ENGINEER'S NOTES: 1, DESIGN WIND SPEED: 140 MPHu(t / 110 MPHasd , 3 sec gust PER ATC HAZARDS BY L❑CATI❑N 2. RISK CATEGORY PER FBC 2020 7TH EDITI❑N Table 1604.5 ; II 3, EXPOSURE CATEGORY = "B" 4, INTERNAL PRESSURE C❑EFFICIENT = +/- 0.18 (ENCLOSED BLDG) 5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-161 FIGURE 30.4-1 WITH LAMDA FACTOR = 0,82 HIP ROOF ROOF ZONE 1 (20)SF: +12/-21 psf ROOF ZONE 2e (10)SF1 +13/-32 psf ROOF ZONE 2r (10)SF: +13/-32 psf ROOF ZONE 3 (10)SF; +13/-32 psf WALL ZONE 4 (20)SF: +18/-20 psf WALL ZONE 5 (20)SF: +18/-24 psf 6; ROOF LIVE LOAD: 20 psf ROOF DEAL L❑AD, 15 psf SCOPE ❑E WORK: CONVERT GARAGE TO DIVING AREA 2X4 TOP PLATE 1/4" X 5" TAPC❑NS @ 24" Of. OR EQUAL INSULATI❑N 1/2" GYPSUM CEILING BOARD 112" GYPSUM WALL BOARD 2X4 STUDS @ 16" D.C. 2X4 DRAFTST❑PPING (TYP) 2X4 PT BOTTOM PLATE 4" CONCRETE SLAB I NTF,RIOR Nu'_­`N­ BEARING WALL CEIL GENERAL NOTES C❑NSTRUCTI❑N TYPES 5-B ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530,1-13, ASCE 6/TMS 602-16 SPECIFICATI❑NS FOR MASONRY STRUCTURES, ASTM C270-12a, C90-06b & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD C❑NSTRUCTI❑N, 2015 EDITI❑N, AND ALL ACC❑MPANYING SUPPLEMENTS, ASCE 7-16 FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7th ed, (2020) "MANUAL OF STEEL C❑NSTRUCTI❑N, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL C❑NSTRUCTI❑N, (AISC) 13TH EDITION, "DESIGN SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, DESIGN ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530,1-13, ASCE 6/TMS 602-16 SPECIFICATI❑NS FOR MASONRY STRUCTURES ASTM C270-12a, C90-06b & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD C❑NSTRUCTI❑N, 2015 EDITI❑N, AND ALL ACC❑MPANYING SUPPLEMENTS, PLYWOOD DESIGN SPECIFICATI❑NS (APA) FLORIDA BUILDING CODE (FBC) 7th ed, (2020) AND FLORIDA BUILDING CODE 7th ed, RESIDENTIAL (FBCR) ASCE 7-16 F.F.E. ROEARL EL_ V`_�5._'VA TI,O 1\1 rvT<�TING LINTEL WIND 0 W FILL IN NEW ADDITI❑N WALLS TIED TO EXISTING WALLS WITH #5 REBAR IMBEDDED 8" INT❑ ❑RIGINAL WALL AND 12" INT❑ NEW BLOCK WALL (EVERY OTHER COURSE) EXISTING #5 VERTICAL REBAR REINS EXISTING F❑❑TER AND SLAB AREA'S LIVING 480 TOTAL AREA UNDER ROOF 480 S.F. L E - F` _'T - LE'L -V'-7,'VA TION • I hereby certify that I have reviewed this plan and f ound it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P,E, #53608 M PLA1\1 VIE"W Mmv. 0 00 0P 0 t'8BNllN NY d H2AAlHd ' O 41 31VO, MBIMPI ZZOZ 9 to VW g�ggg g�p S 0NdN107 10 SIIIli4_iA &� ,v, JO A110 SH1 ONV a3000 01�110B13 IVNOI.LVN a3000 3N10"li l8 vcmjoi.� S3003 ON111VA38d H11M AW400 llVH a >1J0M 11V IGI PARCEL: 11- 26- 21- 0010-10700- 0010 D.W.SMITH,M.S.,P.E.#53608 1 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 38809 9TH AVE PROJECTS ENGINEERING CONSULTANT;, ZEPHYRHILLS, FLORIDA 9909 WALLAST❑N DRIVE-DADE CITY,FLORIDA 33525 SHEET OF PH❑NE; ( CELL) 813-469-2289 E-MAIL: dwsf l pe@earth l ! nk °.net FLOOR P LA N ELEVATIONS 1 OF 3 SCALE DATE JOB NO. DO NOT SCALE 8 MAR 2022 2022-0226 RICK GOLLHARDT - DRAFTSMAN DES I GN/DRAWN CHECKED PHONE:( CELL) 813-781-3651 E-MAIL r o l l hardt@tarp aba rr com R. G O L L H A R DT D. W. S. P E STRUCTURAL LUMBER ; INSTALL SHINGLES OVER FLANGE INTERIOR LOAD BEARING WALLS SPF #2 AT HEAD ALL EXTERIOR FRAMING SPF #2 OPTIONAL ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER LEAD FLASHING W/ INTEGRAL FLANGEE SET IN PLASTIC ROOF CEMENT E SHINGLE R❑❑FING OVER 15# FELT ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER OVER 7/16' OR 15/32" CDXPLYWOOD ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N,❑. VENT STACK SEE PLUMBING FOR ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SIZE AND L❑CATIONS SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N,O, IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. FLEXIBLE BOOT FLASHING WITH ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN INTEGRAL FLANGE SET IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. PLASTIC ROOF CEMENT WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, INSTALL FLANGE OVER DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SHINGLE AT BASE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES NOTES, SHINGLE NAILING NOTES: SHALL BE PROVIDED AT BEARING L❑CATIONS WITH❑UT WOODEN TOP PLATES, 1, INSTALL IN STRICT ACCORDANCE WITH ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER MANUFACTURERS WRITTEN INSTRUCTIONS 2. APPLY R❑❑FING CEMENT OR ALL NAILS MUST PENETRATE AT LEAST 3/4„ INTO ASTM C, 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST SELF -ADHERING FLASHING OVER FLANGE AT THE WOOD ROOF DECK. 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK HEAD ONLY INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS PER FLORIDA CODE R703,7 FASTENERS AND TIE DOWNS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN FASTENERS ES, AADGLES,TIE DOWNS CHANSHALL ASTM CONSIST A36OF B 05 ARE -NOT LIMITED TO ROOF PENETRATION IN "HIGH WIND AREAS") SHAPROUND METAL PIPE ; ASTM A53, GRADE B Fy 351 Ksi FLASHING DETAIL ROOF -TO -WALL FLASHING NOTES: SQUARE METAL TUBING ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS ASTM A325 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, MACHINE BOLTS ; GALVANIZED ASTM A307 )I SHEET METAL ACCESSORIES SHALL CONFORM TO ; Fy = 33KsiWITH C90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, NAILS SHALL CONSIST OF ; COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS ; 8d = OJ31", 10d = 0.148", 12d = 0.148", 16d = 0162', ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI-C❑RR❑SIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. ALL FASTENERS AND TIE DOWNS ARE TO PR❑VIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. ALL FASTENER TIE DOWNS, BEAM HANGERS, J❑IST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE RUBBER VALLEY FLASHING OR 12 WIDE - 26 GAUGE GALVANIZED METAL WITH SHINGLES OVER THE TOP. MATERIAL SPECIFICATIONS: UNDERLAYMENT SHALL CONFORM TO ASTM D226, TYPE I OR ASTM 4869, TYPE I. ENING FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH FBC R905.2.8 ASPHALT SHINGLES SHALL COMPLY TO ASTM D225 OR ASTM D3462 WITH THE DESIGN PLANS, U.N,❑, ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS, " CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE VALLEY LINER PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT, NOTE: STANDARD UNDERLAYMENT GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD MANSARD OR / FASTENING SHOULD BE TYPE "W" 11/4' DRYWALL SCREWS AT 12" ❑.C. FOR CEILINGS AND 1 DRYWALL SCREWS AT 12" D.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBA❑RD SHALL NORMAL WIND AREAS HIGH WIND AREAS OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" D.C. AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE " THIS SHALL APPLY TO BOTH CEILING AND WALL 6 6 6 ° INSTALLATION, DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. ❑PENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITH❑UT ADDITIONAL TAPING 5" EXPOSURE 2" OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. N❑TE1 -6" MIN. -EXTRA NAIL ASPHALT PLASTIC CEMENT CLIP CORNER ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICR❑LAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED, EXTERIOR COVERING R703 ROOF SHINGLE 8c FLASHING INSTALLATION SPEC S R703,7 EXTERIOR PLASTER NOT TO SCALE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926, ASTM C1063 AND THE PROVISIONS OF THE CODE, R703.7,1 LATH LATH AND LATH ATTACHMENTS SHALL BE OF C❑RRISI❑N-RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2-INCH-LONG (38mm), 11 GAGE NAILS HAVING A 7/16-INCH (11A mm) HEAD, OR 7/8-INCH LONG (22.2 rim), 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES (152 mm), OR AS OTHERWISE APPROVED R703.7.2 PLASTER PLASTERING WITH P❑RTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER 2017 FBC RESIDENTIAL SECTION R703,4 FLASHING METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD, OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION APPROVED C❑RRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY R317A OR GYPSUM BACKING, IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711, ALL EXTERIOR FENESTRATION FACING MATERIAL OR IS COMPLETELY C❑NCELAED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PR❑VIDED PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT C❑MPLYING WITH AAMA THE TOTAL THICKNESS IS AS SET FORTH IN TABLE R702,1(1) 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM R703.7,2.1 WEEP SCREEDS C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED A MINIMUM 0,019-INCH (0.5 mm) (N❑, 26 GALVANIZED SHEET GAGE), C❑RRISI❑N-RESISTANT WEEP SCREED OR MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND PLASTIC WEEP SCREED, WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES (89 mm) SHALL BE TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM THE FOLLOWING LOCATIONS, C926. THE WEEP SCREED SHALL BE PLACED NOT LESS THAN 4 INCHES (102 mm) ABOVE THE EARTH OR 2 1. EXTERIOR WINDOW AND DOOR ❑PENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR ❑PENINGS SHALL EXTEND INCHES (51 mm) ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE SURFACE OF THE EXTERIOR WALLS FINISH OR TO THE WATER RESISTANT BARRIER C❑MPLYING WITH SECTION TO THE EXTERIOR OF THE BUILDING. THE WEATHER -RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, 712, FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING. R703,7,3 WATER-RESISTANT BARRIERS 1A THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS WATER-RESISTANT BARRIERS SHALL BE INSTALLED AS REQUIRED IN SEDCTION R703.2 AND, WHERE APPLIED OVER NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE WUDD-BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE FLASHING MANUFACTURERS INSTRUCTIONS, WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER, THE INDIVIDUAL LAYERS SHALL BE INSTALLED PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR ❑PENINGS (INSTALLED IN ACCORDANCE WITH SECTION R703,4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER To THE SURFACE DIRECTLY BETWEEN THE LAYERS. OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE EXCEPTION; WHERE THE WATER-RESISTANT BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A ❑PENINGS USING PAN FLASHING SHALL BE INCORP❑RATE FLASHING OR PROTECTION AT THE HEAD AND SIDES WATER RESISTANCE EQUAL TO OR GREATER THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPERATED MORE OF THE F❑LL❑WING, 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN ❑R METHOD ❑F A REGISTERED DESIGN PROFESSIONAL FROM THE STUCCO BY AN INTERVENING, SUBSTANTIALLY N❑NWATER-ABSORBING LAYER OR DESIGNED DRAINAGE 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS SPACE, 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 R703,7,4 APPLICATION ❑R FMA/AAMA/WDMA 400 EACH COAT SHALL BE KEPT IN A MOIST CONDITION FOR AT LEAST 48 HOURS PRIOR TO APPLICATION OF THE 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH NEXT COAT, PROJECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS EXCEPTION; APPLICATIONS INSTALLED IN ACCORDANCE WITH ASTM C926 INCLUDING THE REFERENCE IN ASTM 3. UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL C❑PINGS AND SILLS C926 SECTION 8 TO SECTION X1.42 OF THE APPENDIX. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM R703.7.5 CURING 5. WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION THE FINISH COAT FOR TWO -COAT CEMENT PLASTER NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER 6, AT WALL AND ROOF INTERSECTIONS APPLICATION OF THE FIRST COAT. FOR THREE -COAT CEMENT PLASTER, THE SECOND COAT SHALL NOT BE 7. AT BUILT-IN GUTTERS APPLIED SOONER THAN 48 HOURS AFTER APPLICATION OF THE FIRST COAT, THE FINISH COAT FOR THREE COAT 2020 FBC RESIDENTIAL SECTION R704 SOFFITS CEMENT PLASTER SHALL NOT BE APPLIED SOONER THAN SEVEN DAYS AFTER APPLICATION OF THE SECOND COAT. EXCEPTION; APPLICATION INSTALLED IN ACCORDANCE WITH ASTM (926 INCLUDING THE REFERENCE IN ASTM R704.1 WIND RESISTANCE ❑F SOFFITS (926 SECTION 8 T❑ SECTION X1,4,2 ❑F THE APPENDIX. SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RESISTING WIND LOADS SPECIFIED IN TABLES R301.2(2) AND R301,2(3) FOR WALLS USING AN EFFECTIVE WIND f", rREA OF 10 SQUARE FEET, TABLE R302,6 DWELLING -GARAGE SEPARATION R704.2 SOFFIT INSTALLATION SOFFIT INSTALLATION SHALL COMPLY WITH SECTIONS 7042.1, R704.2,2, R704.2,3 AND R704.2.4 SEPARATION MATERIAL FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPP❑RTING FL❑❑R/CEILING ASSEMBLIES NOT LESS THAN 1/2-INCH GYPSUM BOARD USED FOR SEPERATI❑N REQUIRED BY THIS SECTION OR EQUIVALENT GARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR UNIT ON SAME LOT EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA R704.2.1 VINYL S❑FFIT PANELS VINYL S❑FFIT PANELS SHALL BE INSTALLED USING FASTENERS SPECIFIED BY THE MANUFACTUR AND SHALL BE FASTENED AT BOTH ENDS TO A SUPP❑RTING COMPONENT SUAS AS A NAILING STRIP, FASCIA, OR SUBFASCIA COMPONENT IN ACCORDANCE WITH FIGURE R704,2,1, WHERE THE UNSUPPOTED SPAN OF SOFFIT PANELS ISGREATER THAN 12 INCHES, INTERMEDIATE NAILING STRIPS SHALL BE PR❑VIDED IN ACCORDANCE WITH FIGURER704.2.2 UNLESS A LARGER SPAN IS PERMITTED IN ACCORDANCE WITH THE MANUFACTURERS ❑RIDUCT APPROVAL SPECIFICATION, VINYL S❑FFIT PANELS SHALL BE INSTALLED IN IN ACCORDANCE WITH THE MANUFACTURERS PR❑DUCTAPPROVAL SPECIFICATIONS AND LIMITATIONS OF USE. FASCIA COVERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE, R704.2.2 FIBER -CEMENT S❑FFIT PANELS FIBER -CEMENT SOFFIT PANELS SHALL BE A MINIMUM OF 1/4" INCH THICK AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C1186. TYPE 1, MINIMUM GRADE II OR IS❑ 8336, CATEGORY A, MINIMUM CLASS 2, PANEL JOINTS SHALL ❑CCUR ❑VER FRAMING OR OVER W❑❑D STRUCTURAL PANEL SHEATHING, S❑FFIT PANELS SHALL BE INSTALLED WITH SPANS AND FASTENERS IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE. FLASHING SHALL COMPLY WITH R903.2 R704.2.3 HARDBOARD SOFFIT PANELS UNDERLAYMENT SHALL COMPLY WITH SECTION R90511 WHERE THE DESIGN WIND PRESSURE IS 30 psf OR LESS, S❑FFIT PANELS SHALL BE A MINIMUM OF VALLEYS SHALL COMPLY WITH R905.2.8.2 7.16 INCH IN THICKNESS AND SHALL BE FASTENED TO FRAMING OR NAILING STRIPS WITH 2-1/2"X0,113" DRIP EDGE SHALL COMPLY WITH R905.2.82 SIDING NAILS SPACED NOT MORE THAN 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER PER FLORIDA BUILDING CODE 2020, 7th EDITION AT INTERMEDIATE SUPPORTS. WHERE THE DESIGN WIND PRESSURE IS GREATER THAN 30 psf, HARDBOARD S❑FFIT PANELS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PR❑DUCT APPROVAL PROPER ATTACHMENT OF SOFFITS PANELS TO RESIST SPECIFICATION AND LIMITATIONS OF USE. WIND LOADS, IN ACCORDANCE WITH R704,2,1/R702.2.2 R704,24 WOOD STRUCTURAL PANEL SOFFIT PRESCRIPTIVE ALTERNATIVE PER FLORIDA BUILDING CODE 2020, 7th EDITION WOOD STRUCTURAL PANEL S❑FFIT PANELS ARE PERMITTED TO BE INSTALLED IN ACCORDANCE WITH TABLE 704,2,4 ASPHALT ROOF SHINGLES ARE CLASSIFIED IN ACCORDANCE WITH ASTM D7158-CLASS G OR H OR ASTM D3181-CLASS F IN ACCORDANCE WITH TABLE R905,2,6,1, FBC 7th EDITION (2020) - RESIDENTIAL, I hereby certif y that I have reviewed this plan and found it to be in compliance with. ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P,E, #53608 NAILING SCHEDULE ALL NAILS ARE d COMMON NUMBER AND SPACING LEDGER STRIP 16d 3' @ EA J❑IST SOLE PL, TO J❑IST OR BLK'G-FACE NAIL 16d 16' D.C. TOP OR SOLE PL. TO STUD -END NAIL 16d 2 STUD TO SOLE PL,-TOE NAIL 8d/16d 3/2 DBL. STUDS -FACE NAIL IOd 24' D.C. DBL. TOP PLATES -FACE NAIL 1001 16' D.C. CONTINUOUS HD'R TWO PLACES l6d 16' D.C. ALONG EA. EDGE CONTINUOUS HD'R TO STUD -TOE NAIL 8d 3 1X8 SHEATHING OR LESS TO EA, BRN'G-FACE NAIL 8d 2 OVER 1X8 SHEATHING TO EA. BRN'G-FACE NAIL 8d 2 BUILT UP CORNER STUDS loci 24' ❑.C. BUILT UP GIRDERS AND EM'S TO TRUSS MEMBERS loci 32' ❑.C. @ TOP 2 ENDS @ EA. AND B❑TT, AND STAGGERED SPLICE 1/2' GYPSUM SHEATHING 11 GA. 1-1/2' GALV. 7/16' HEAD 4" ON EDGE 8' IN FIELD 5/8' GYPSUM SHEATHING 11 GA. 1-1/2' GALV, 7/16' HEAD 4' ON EDGE 8' IN FIELD 1/2' GYPSUM WALLBOARD 1-3/8' DRYWALL NAIL 7/16' HEAD 7' ON CEILING 8' ON WALLS 5/8' GYPSUM WALLBOARD 1-1/2' DRYWALL NAIL 7/16' HEAD 7' ON CEILING 8' ON WALLS HARD BD, LAP SIDING -DIRECT TO STUD 8d C❑RR❑SION RESISTANT W/ MIN. SHANK DIA. OF .099' AND A MIN, HD. DIA. OF .24' 16' D.C. @ TOP AND BOTTOM EDGES HARD BD. LAP SIDING OVER SHEATHING 10d C❑RR❑SION RESISTANT W/ MIN, SHANK DIA. OF .099' AND A MIN. HD, DIA, OF .24' 16' D.C. @ TOP AND BOTTOM EDGES HARD BD. PANEL SIDING DIRECT TO STUDS 8d CORROSION RESISTANT W/ MIN. SHANK DIA, OF ,092' AND A MIN. HD, DIA. OF .225' 6' D.C. @ EDGES AND 12' O.C. @ INTERMEDIATE SUPPORTS HARD BD, PANEL SIDING OVER SHEATHING loci C❑RR❑SI❑N RESISTANT W/ MIN. SHANK DIA. OF ,092' AND A MIN, HD. DIA, OF .225' 6' ❑.C. @ EDGES AND 12' D.C. @ INTERMEDIATE SUPPORTS REQUIRED SAFETY GLAZING IN HAZARDOUS L❑CATIONS (RE: FBRC R308,4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRROR IN HAZARDOUS L❑CATIONS SUCH AS THOSE CATEGORY AS D CATEGORY SECTION T R308INDICATED IN TABLE R308 3,1 EST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR EXCEPTIONS, IN � ❑❑ 2. LOUVEREEDWWIND❑WS AND FOR SHALLD❑CNMPANY� WITH SECTION RESISTANT LOCATIONS SALE COMPANY WITH ANSI Z97,1-14 R308,4 HAZARDOUS L❑CATIONS. THE FOLL❑WING SHALL BE CONSIDERED SPECIFIC HAZARDOUS L❑CATIONS FOR THE PURPOSE OF GLAZING, 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES 2, GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASEMBLIES 3. GLAZING IN STORM DOORS 4, GLAZING IN ALL UNFRAMED SWINGING DOORS 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS GLAZING IN ANY PART OF A BUILDING WALL ENCLOSURE THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OFF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING ❑R WALKING SURFACE 6, GLAZING, IN AN INDIVIDUAL FIXED ❑R OPERABLE PANEL ADJACENT TO A D❑❑R WHERE THE NEAREST VERTICAL EDGE IS WITHIN 24-INCH ARC OF THE DOOR IN A CL❑SED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR ❑R WALKING SURFACE 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN TH❑SE L❑CATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL ❑F THE FOLL❑WING C❑NDITI❑NSi 7A EXPOSED AREA ❑F AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET, 7.2 B❑TT❑M EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 7.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORTIZONTALLY OF THE GLAZING 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTUAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9, GLAZING IN WALLS AND FENCES ENCL❑SING INDOOR OR OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EGDE OF THE GLAZING IS LESS THANK 50 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES HORTIZ❑NALLY OF THE WATER'S EDGE. THIS SHALL BE APPLY TO SINGLE GLAZING AND ALL PANELS IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES H❑RTIZ❑NALLY OF A WALKING SURFACE WHEN THE EXPOSSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES H❑RTIZ❑NALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE F❑LL❑WING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS L❑CATI❑NS1 1. ❑PENINGS IN DOORS THROUGH WHICH A 3-INCH SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1,6 OR 7. 3, GLAZING IN SECTION R308,4, ITEM 6. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R308.4,2, ITEM 3, IN WALLS PERPENDICULAR R❑ THE PLANE OF THE DOOR IN A CLOSED P❑SITI❑N OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH, GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5, GLAZING IN SECTION R308.4,3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDES) OF THE GLAZSING 36 INCHES ± 2 INCHES ABOVE THE FLOOR. THE BAR DHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES 6, OUTBOARD PANES IN INSULATING GLASS UNITS AND ❑THE MULTIPLE GLAZED PANELS IN SECTION R308,4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER H❑RTIZONAL (WITHIN 45 DEGREES OF HORTIZONTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308,2 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A C❑NTINU❑US BACKING SUPPORT, 9. SAFETY GLAZING IN SECTION R308,4 IS NOT REQUIRED WHERE1 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES FROM THE RAILING, ELECTRICAL) PLUMBING & MECHANICAL_: IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, EECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR To MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PR❑VIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS, ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERI❑R L❑CATI❑NS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT, "AFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INT❑ 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 N0,26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO ❑PENINGS INT❑ THE GARAGE (FBC GTH EDITI❑N 2017 R309) PLUMBING NOTES: BATHROOM PLUMBING FIXTURE HEIGHTS: SHOWER HEAD 77" ABV, SHOWER F,F, SHOWER VALVE 46" ABV, SHOWER F,F TUB/SHOWER HEAD 80" A,F,F, TUB/SHOWER VALVE 30" A,F,F, TUB/SHOWER SPOUT 22" A,F,F, TAP -OUTSIDE WATER TAP I FLORIDA STATUTE 471 ONLY REQUIRES ENGINEERING ON RESIDENTIAL IE THE COST OF THE INDIVIDUAL PLUMBING, ELECTRICAL, OR MECHANICAL IS OVER $125 000 OR IS OVER 250 FIXTURE UNITS PLUMBING, OVER 600 AMPS ELECTRICAL AND 15 TONS OR bVER MECHANICAL, FBC BUILDING CHAPTER 1 (105,3,1,2) SMOKE DETECTORS: SMOKE DETECTOR PLACEMENT AND LOCATION SHALL BE CHECKED AT FRAMING. THE PROPER PLACEMENT OF UNITS SHALL BE IN ACCORDANCE WITH THE NATIONAL FIRE PREVENTION CODE SAFETY ACT. MINIMUM REQUIREMENT SHALL BE AS SET FORTH IN 7TH EDITION, 2020 FLORIDA BUILDING CODE AND NFPA-70/NATIONAL ELECTRIC CODE 2017 (NEC2017). CARBON MONOXIDE DETECTORS: EVERY BUILDING FOR WHICH A PERMIT FOR NEW CONSTRUCTION IS ISSUED ON OR AFTER 07/01/08 AND HAVING A FOSSIL—FUEL—BURINING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSED. IN NEW CONSTRUCTION, ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACK UP. ELECTRICAL: ALL OUTLETS SHALL BE ON AN AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED CIRCUIT & TAMPER PROOF, PER 2020 7TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL (PART VIII — ELECTRICAL) NEC 2017: 210.12 — ARC FAULT PROTECTION IS NO LONGER LIMITED TO SLEEPING AREAS AND NOW INCLUDE KITCHENS NEC 2017: 210.8 — INCLUDE GFCI PROTECTION ON CIRCUITS INCLUDING BUT NOT LIMITED TO OUTDOORS, DISHWASHERS, PORCH AND LANAI. ALL OUTSIDE MECHANICAL EQUIPMENT TO HAVE (1) 110 VOLT GFI WP OUTLET WITHIN 25' OF EQUIPMENT IN SITE PLAN. NOTES: UNLESS ❑THERWISE NOTED 1, ELECTRICAL OUTLETS HEIGHTS AS MEASURED FROM FINISHED FLOOR CENTERED LINE OF THE BOX TO BE; 12" AFF .(GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERI❑R WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2, ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE P❑SSIBLE 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 NATI❑NAL ELECTRIC CODE, LATEST EDITI❑N, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESP❑NSIBLE FOR THE INSTALLATI❑N & SIZING OF ALL ELECTRICAL, WIRING & ACCESS❑RIES, 5. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C, 2017 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 8FI 110 V RECEPTICLE - GROUND FAULT 8aFI 110 V RECEPTICLE - ARC FAULT 8wP 110 V RECEPTICLE WATERPROOF OUTLET 6+ 220 V RECEPTICLE ro DUPLEX OUTLET IN FLOOR 1 110 V QUAD lbwP 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT LIGHT FIXTURE - WALL OR CEILING (TYP) + EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT C❑MBINATI❑N FL❑URESCENT FIXTURE FLOOD LAMPS VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER S&D SMOKE /FIREDETECT❑R/ALARM C&M SMOKE/CARBON M❑N❑XIDE DETECTOR - COMBO © CARBON M❑N❑XIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L C� DISC❑NNECT ELECTRICAL METER ELECTRICAL PANEL _L"'L "CT OICAL / _v_j 11 4„ C,❑, LOCATE AND CONNECT TO SEWER _VE LEFT lw_� Ll_�._'VA TIO 1\1 PLUMBING: ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR, IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE) PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE H❑ME❑WNERS/C❑NTRACT❑RS REQUIREMENTS, ALL FIXTURE L❑CATI❑NS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESP❑NSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT L❑CATI❑N, PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD BY CONTRACTOR, MECHANICAL: CONDENSATE LINES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 2020 FMC, 7TH EDITION - EQUIPMENT DISCONNECT MUST BE WITHIN SIGHT OF THE EQUIPMENT. BATHROOMS MUST BE VENTILATED MECHANICALLY AND EXHAUSTED TO BUILDING EXTERIOR. AIR HANDLER FLOAT SWITCHES ARE REQUIRED TO SHUT DOWN THE UNIT OR OTHER APPROVED DEVICE TO ALERT THE HOME OWNER THAT THE CONDENSATE DRAIN LINE IS NOT WORKING PROPERLY. THERE MUST BE A NOTICE POSTED ON THE ELECTRICAL PANEL ALERTING THE HOME OWNER THAT THE AIR HANDLER IS LOCATED IN THE ATTIC (WHEN APPLICABLE). N OTE MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATI❑N CDDE, MECHANICAL SYSTEM-S SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE H❑ME❑WNERS/C❑NTRACT❑RS REQUIREMENTS. 44 ' WE 4 ue °s� °` ° L 111 1 D.W. SMITH,M. S.,P.E. #53808 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE—DADE CITY,FL❑RIDA 33525 PHONE;( CELL)813-469-2289 E-MAIL: dwsflpe@earthlinknet RICK GOLLHARDT - DRAFTSMAN PHONE:(CELL)813-781-3651 E-MAILl roo[lhardt@tGMDGbav, 38809 9TH AVE ZEPHYRHILLS, FLORIDA PLUMBING SHEET ❑F ELECTRICAL 3 OF 3 SCALE DATE JOB NO. DO NOT SCALE 8 MAR 2022 2022-0226 DESIGN/DRAWN CHECKED R. GOLLHARDT D.W.S.PE