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HomeMy WebLinkAbout23-5739IJAK-005739-2023 Issue Date: 04/07/2023 REINSPECTIOrl FEES: (c) Ilith 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. I ! I I 1 11 1 1 !• ! I ! ! I !• i I I I I I ! 1•! : !!! I I• 1 11 WINTE9.71 11 "ET-TAT-Tt"Ar-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 C.O. CANT si ON #4z PERMIT EXPIRES IN 6 MONTHS A PE IT OFFICEV THOUT APPROVED INSPECTION .4 1 L1 FAU lot _ I I I r, I i 2X4 DEAD W❑❑D F❑R ATTAC 1/2" GYPSUM B❑ARD (TYP) 1 28 CEILING TYPE GYPSL ATTACHED WITH 5d C❑❑LEK NAlLJ ❑R #8 DRYWALL SCREW AT 7" D.C. MAX L—/\ I �L 1 L 11 'It I I 11 I LI \ V V I 1 IV LL L I UI V I C - L V_�'I L I 1\1G EXISTING F❑❑TER AND SLAB R�, t1R F R A HI]\\[G D -V'-'- �J' T A I L 2X6 D❑UBLE T❑P PLATE 11 _ wi 1.' .L! )—Ll_l_ ' I , 1. 1 II, 1 I�._7 I i ( — _l lI �---�., II I. I II If l I _-L-_ f I I I _�_ _-:_�— I�_, ; : 11 ___, ._._:.- I I I II I I L, I I .a1 L -- _, #12 X5" SEAL WASHER HD TEK 8" �` ALONG ENTIRE PERIMETER 4" CHANNEL OR 4" RECEIVER GUTTER IS/ REQUIRED ALONG ALL EXPOSED PERIMETER PANEL EDGES #10 TEK © 12" O.C. TOP AND BOTT 2X6 STUD WA -1---'TAIL _FF'A1\1EL CONIVECTIOI\V DIT 4" COMPOSITE PANEL ROOF 2# FOAM & 0.032" ALUM ELITE MANUFACTURING FL 7561—R4 OR EQUIV. 2X4 DEAD W❑❑D F❑R ATTACHMENT 1/2" GYPSUM B❑ARD CTYP) 2X4 CEILING RAFTERS SPACED 24" ❑,CI 2X6 D❑UBLE T❑P PLATE 2X6 STUDS @ 16" ❑IC, FASTEN TO DBL TOP PLATE W/ SIMPS❑N SP2 RATED 1065# UPLIFT OR EQUIV, FASTEN 2X4 STUDS TO PT BASE PLATE W/ SIMPS❑N SP1 RATED 585# UPLIFT FL#10456 FASTEN 1/2" CDX ❑R ❑SB WALL SHEATHING WITH 8d C❑MM❑N NAILS @ 6" AT EDGES AND 8" D.C. IN FIELD APPLY TYVEK ❑R EQUAL H❑USE WRAP PER MFGRS SPECIFICATI❑NS APPLY SIDING TO MATCH EXISTING PER MFGRS SPECIFICATI❑NS -2X6 PT B❑TTDM PLATE W/ SIMPS❑N SP-1 EACH STUD FL 10456 FASTEN PT 2X6 BASE PLATE T❑ C❑NCRETE SLAB WITH 1/2"X8" WEDGE ANCH❑RS SPACED 24" ❑,C, EXISTING SLAB AND F❑❑TER D_LwTAIL A 0 L _p'-_�j'F T UX5" SEAL WASHER HD TEK @ 8" O.C. NG ENTIRE PERIMETER 2X6 DRAFTST❑PPING (TYP) REQUIRED ON 10' CEILINGS AND ABOVE R-30 BATT INSULATI❑N (MIN) ATTIC SPACE ❑PTI❑NAL BLOWN FIBERGLASS INSULATI❑N 2X4 CEILING RAFTERS SPACED 24" ❑,C, (q r i 1/2" CEILING TYPE GYPSUM BOARD ATTACHED �flITH 5d C❑❑LER NAILS ❑R #8 DRYS/ALL SCREW AT 7" ❑IC, MAX -I-R-19 MIN INSULATI❑N 1/2" GYPSUM WALLBOARD ATTACHED WITH 5d C❑❑LER NAILS ❑R #8 DRYWALL SCREW AT 7" ❑IC, MAX 7,-6 F_1PLAM!_\1(,_ D_11__i,'TAIL 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 WI Smith, PIE, #53608 TE PANEL ROOF 2# FOAM & 0.032" ALUM UFACTURING FL 7561—R4 OR EQUIV. I CIRCLE DETAIL A INWALL MLIAL rLAbN11V17 UNULN LAIWINU JMINU FASTEN AND CHALK WITH #8 TEX SCREWS SPACED 4" COMPOSITE PANEL ROOF 2# FOAM & 0,032" ALU ELITE MANUFACTURING FL 7561 —R4 OR EQUI` #10 TEK @ 12" O.C. TOP AND EXISTING HOST STRUCTURE FA`. DETAIL C-C FASTEN SMB TO RECEIVING CHANNEL W/ #12x3/4" TEKS (1 SCREW / INCH OF BEAM HEIGHT) STAGGERED 2X8 SMB 0 MIN. 060 RECEIVING CHANNEL FASTENED TO EXISTING W/ #10x3/4" TEKS(1 SCREW / INCH OF BEAM HEIGHT) STAGGERED EXISTING FRAME STUD WALL POST PER PLAN BEAM TO EXISTING CONNECTION TYPICAL BOTH ENDS ENLARGED CIRCLE DETAIL B FRONT -V-'RAMII\\[G- DETAIL D.W.SMITI-I,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE —DADS CITY, FLOR I DA 33525 PHONE: ( CELL) 813-469-2289 E-MAIL: dwsf 1pe@earth l ink, net RICK COLL.1I1t.RDT - DRAFTS-ff,4N PHONE: (CELL)813-781-3651 E-MAIL1 rQo(lhardt@tamDabav, rr. core R NICHOLAS & KASSIDY BURGESS 6203 HUNTINGTON DRIVE ZEPHYRHILLS, FLORIDA D ETAI LS I SHEET ❑F 2 OF 4 SCALE DATE JOB NO, DO NOT SCALE 19 NOV 2022 2022-0913 DESIGN/DRAWN CHECKED . GOLLHARDT D.W.S.PE t i} i i. I 1 s I 'I I I IV I. f ,t. dI ;i , 5N t•, ,.I I ,.:[i 31 .,, t r+�4� +. f I .`" .'a ` , t§, 1. + Pr..' 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I , ;` I; S.,, 1 ♦., K ; l.: I a ` t, t t r u P �; ,I.a / itt ins `I 1 + t s�� +I " ?I' / i.., I ! e ,� rt' s '--I::9 S t}'} �_ytJ i f f ,t r S C{ `.-- 1 �, f>"r, 1I.a 1 vl f ; ,l 1, t i i s r x ,.� I t } t �Ii ,', 1 l r ,rl , a 1 • .. y V..= , 00 'r\'. �1 % I ' :.f �S ;.Iy i^t: .M ,!. x r; hi .� a' 1�! 1 Yam k / I , Lt T3 Y .i P -1 }1 5 ! t• L 11'.A 1 ! ! , � ; � ' �� }' it` i;1 i Jr r ,r 1 �' PV ! ,� -� , - ' { 1 t } 'I - e - d �: 1 ;'..'� t ' .} v'4 . 11, r i - 4,- r f ' ,. n ! �� : # i";� 11 Sr . .'+ t ,,,.rah t.!'. " L.' r r va i �`'r. , , , +, Ii # , i I !� + 1 i u+� 1'r fit} 'a. Ty I r1 ;-a I �, " ti,i H .. i t` r I. lil� ' z ....k.. s kt/,,.H.:'- WOOD CONSTRUCTION, CONNECTIONS AND NAILING REQUIREMENTS SHALL CONFORM TO THE 2020 FLORIDA BUILDING CODE. REFERENCE FASTENING SCHEDULE TABLE. ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALL LOAD BEARING WALL FRAMING SHALL BE NO.2 GRADE SOUTHERN PINE or SPF or P.T. ALL JOIST AND RAFTER FRAMING SHALL BE NO.2 GRADE, SOUTHERN PINE OR HEM -FIR. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE -TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. BOLT HEADS SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS. PREFABRICATED "MICRO -LAM" LUMBER HEADERS AND BEAMS SHALL AS MANUFACTURED BY "TRUSS JOIST MaCMILLIAN CORP." BOISE, IDAHO OR APPROVED EQUAL. DO NOT CUT OR NOTCH MICRO -LAM MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. 8. PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG TIE COMPANY", OR EQUAL. INSTALL ALL ACCESSORIES AS PER THE MANUFACTURES REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60). PLYWOODIGYPBOARD SHEATHING NOTES__ ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS. ALL ROOF PANEL SHEATHING SHALL BE 15/32" (1/2" NOM.) EXPOSURE-1 APA RATED SHEATHING. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLII OR BLOCKING BETWEEN FRAMING. SEE NAILING SCHEDULE. NOTE 4" O.C. NAILING PATTERN WITHIN 48" OF ALL ROOF EDGES, RIDGES AND HIPS. OVER 1/2" NOMINAL PLYWOOD, USE 10d NAILS. INSTALL ALL PLYWOOD SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH THE PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES ARE PROHIBITED. GARAGE/ DWELLING PENETRATION PER FBC-R 2020 7TH EDITION (302): MIN. 20 MINUTE RATED SOLID CORE DOOR BETWEEN GARAGE AND RESIDENCE. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MIN. RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE DWELLING/GARAGE SEPARATION PER TABLE R302.6. SEE PLAN SPECIFIC UL LISTING IF NEEDED 2020 FBC RESIDENTIAL SECTION R703,4 FLASHING APPROVED C❑RRISION RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER To PREVENT ENTRY OF WATEF: INTO THE WALL CAVITY OR PENETRATI❑N OF WATER TO THE BUILDING STRUCTURE FRAMING c.OMPONENTS. SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTI❑N WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER J❑INT EXPANSION AND CONTRACTION, ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSI❑N RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLL❑WING LOCATI❑NS, 1, EXTERI❑R WINDOW AND DOOR OPENINGS. FLASHING AT EXTERI❑R WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERI❑R WALJ FINISH OR TO THE WATER RESISTANT BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR ❑PENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE F❑LLOWING. Ll THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR THE APPLICATIONS NOT ADDRESSED IN THE FENESTRATI❑N MANUFACTURERS INSTRUCTI❑NS IN ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR ❑PENINGS PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERI❑R WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE ❑PENINGS USING PAN FLASHING SHALL BE INCORP❑RATE FLASHING OR PROTECTION AT THE HEAD AND SIDES MORE OF THE F❑LLOWING. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PR❑FESSIONAL 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS 1.4 IN ACCORDANCE WITH FMA/AMMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AMMA/WDMA 300 OR FMA/AAMA/WDMA 400 2, AT THE INTERSECTI❑N OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS 3, UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL C❑PINGS AND SILLS 4, CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5, WHERE EXTERIOR PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6, AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS FAST NIN G S .H D 1 CONNECTION FASTENER NUMBER OR SPACING BAND JOIST TO SILL OR TOP PLATE, TOE NAIL 12d 12" O.C. JOIST TO BAND JOIST, FACE NAIL 16d 3 JOIST TO SILL OR GIRDER, TOE NAIL 12d COMMON 3 BRIDGING TO JOIST, TOE NAIL EACH END 12d COMMON 2 LEDGER STRIP 16d COMMON 3 @ EACH JOIST SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d COMMON 16" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 DOUBLED STUDS, FACE NAIL 10d COMMON 24" O.C. DOUBLED TOP PLATES, FACE NAIL 10d COMMON 16" O.C. TOP PLATES, LAP & INTERSECTIONS, FACE NAIL 2-16d OR 3-1 Od COMMON CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EACH EDGE CLG. JOISTS TO PLATE, TOE NAIL 12d COMMON 3 CONTINUOUS HEADER TO STUD, TOE NAIL 12d COMMON 3 CLG. JOISTS, LAPS OVER PARTITIONS, FACE NAIL 4-1 Od COMMON CLG. JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d OR 4-1 Od COMMON RAFTER TO PLATE, TOE NAIL 12d COMMON 3 1" BRACE TO EACH STUD & PLATE, FACE NAIL 8d COMMON 2 1 X 8 OR LESS SHTG TO EACH BEARING, FACE NAIL 8d COMMON 2 OVER 1 X 8 SHTG. TO EACH BEARING, FACE NAIL 8d COMMON 3 BUILT-UP CORNER STUDS 16d COMMON 16" O.C. BUILT-UP GIRDER & BEAMS, OF THREE MEMBERS 20d COMMON (3) ROWS, 12" O.C. STAGGERED STUDS TO SOLE PLATE, END NAIL 16d COMMON 2 EACH END TOP PLATE TO TRUSS OR FLOOR JOIST (PERPENDICULAR) 16d COMMON 2 EACH STUD TOP PLATE TO TRUSS OR FLOOR JOIST (PARALLEL) 16d COMMON 2 EACH STUD 2" X 6" SUB FASCIA 10d COMMON (3) PER TRUSS TAIL WOOD STRUCTURAL PANEL SUBFLOORING 15/32", 1/2", 7/16" 8d COMMON 6" O.C. EDGES & 12" O.C. INTERMEDIATE 19/32", 3/4" 8d COMMON 6" O.C. EDGES & 12" O.C. INTERMEDIATE 1", 1 1/8" 10d COMMON 6" O.C. EDGES & 12" O.C. INTERMEDIATE WOOD STRUCTURAL PANEL ROOF & WALL SHTG. 8d COMMON WALLS 1/2" OR LESS 8d RINSHANK ROOF 4" O.C. EDGES & 6" O.C. INTERMEDIATE 19/32" - 314" 10d COMMON WALLS I Od RINSHANK ROOF 4" O.C. EDGES & 6" O.C. INTERMEDIATE HARDBOARD LAP SIDING OVER SHEATHING 8d CORROSION RESISTANT 6" O.C. AT EDGES & 12" O.C. OR PER PRODUCT APPROVALS W/MIN. SHANK DIAMETER OF 0.092" AT INTERMEDIATE AND MIN. HD. DIAMETER OF 0.225" GENERAL STRUCTURAL NOTES: THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND OSHA REGULATIONS DURING WORK. THE ENGINEER WILL NOT ADVISE ON. NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY, AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHEEZE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER. LOADING APPLIES TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD- CARRYING CAPACITY OF THE STRUCTURE MEMBERS. THE LIVE LOADING USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIA NOTES". DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL THE STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE G/C. BUILDER TO SUBMIT SHOP DRAWINGS, IN NO CASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. AS A MINIMUM, SUBMIT THE FOLLOWING FOR REVIEW: A. CONCRETE MIX DESIGNS INCLUDING MASONRY GROUT. B. MASONRY CONSTRUCTION MATERIAL CERTIFICATES. C. MATERIAL TEST REPORTS FOR MASONRY UNIT STRENGTH fm. D. REINFORCING STEEL SHOP DRAWINGS. E. STRUCTURAL STEEL SHOP DRAWINGS F. POST -TENSIONED SLAB -ON -GRADE SYSTEM SHOP DRAWINGS. (*) G. PRE -CAST HOLLOW CORE SLABS. (*) H. PRE-ENGINEERED WOOD TRUSS SYSTEM. (* SEE NOTES) ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 8. CONTRACTOR TO MAKE PROVISIONS OF WINDOW PROTECTION AGAINST FLYING DEBRIS. METHOD TO BE APPROVED BY INSPECTOR AT C.O. INSPECTION. 9. SIGNED & SEALED FOR STRUCTURAL PORTION OF DRAWING ONLY 10. PLANS IN ACCORDANCE WITH FBC-2020 7TH EDITION FOR WIND LOADS & PRESSURES AS NOTED IN DESIGN CRITERIA. CONNECTOR SCHEDULE TYPE MODEL# MANUFACTUREUPLIFT CAP. FASTENERS FLORIDA APPROVAL A H2.5A SIMPSON 545# 10 - 8d 10456.2 B H5 SIMPSON 455# 8 - 8d 10456.2 C H10S SIMPSON 1010# 16 - 8dX1 1/2" 10446.5 D H14 SIMPSON 1350# 12 - 8dX 1 1/2" 10446.5 13-8d E H10A-2 SIMPSON 1080# 9 - 8dX 1 1/2" 10446.5 F LTS SIMPSON 745# 12 -10d 10456.7 G MTS SIMPSON 1000# 14 -10d 13872.14 H SP1 SIMPSON 585# 10 -10d 10456.10 I SP2 SIMPSON 1065# 12 -10d 10456.10 J DSP SIMPSON 780# 8 -10d 10456.1 K (1)FGTR SIMPSON 5000# 18 SDS 1/4" X 3" 11473.2 21/2" X 5"TITEN L (2)FGTR SIMPSON 9400# 36 SDS 1/4" X 3" 11473.2 41/2" X 5" TITEN M HETA20 SIMPSON 1810# 9 -10DX 1 1/2" 11473.3 N HETA24 SIMPSON 1810# 9 -10DX 1 1/2" 11473.3 NOTES: USP CONNECTORS MAY BE SUBSTITUTED IF THEY MEET OR EXCEED THE UPLIFT VALUES SHOWN. CONNECTOR SCHEDULE TABLE IS BASED ON LATEST SIMPSON CATALOG, FOR SP #2 STRUCTURAL LUMBER 1 R703,3,2Fasteners. Exterior wall coverings shall be securely fastened wi-L-h aluminum' galvanized, sainless steel or rust -preventative coated nails in (_-ccorcdance with Table R703,3(1) or' with other approved corrosion -resistant fastener_' in accordance with the wall covering manufacturer 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 HLA FOR �UOVVRQNINCH TYPE X GYPSUM STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2-INCH GYPSUM BOARD USED FOR SEPERATION 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 2020 FBC RESIDENTIAL SECTION R704 SOFFITS R704A WIND RESISTANCE OF S❑FFITS S❑FFITS 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 AREA OF 10 SQUARE FEET, R704.2 SOFFIT INSTALLATI❑N S❑FFIT INSTALLATI❑N SHALL COMPLY WITH SECTI❑NS 704,2,1, R704,2,2, R704,2,3 AND R704,2,4 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 S❑FFIT 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 ORIDUCT APPROVAL SPECIFICATION. VINYL SOFFIT PANELS SHALL BE INSTALLED IN IN ACCORDANCE WITH THE MANUFACTURERS PR❑DUCTAPPR❑VAL SPECIFICATI❑NS AND LIMITATIONS OF USE, FASCIA COVERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL SPECIFICATI❑N AND LIMITATI❑NS OF USE. R7042.2 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 J❑INTS SHALL OCCUR OVER FRAMING OR OVER WOOD STRUCTURAL PANEL SHEATHING. SOFFIT PANELS SHALL BE INSTALLED WITH SPANS AND FASTENERS IN ACCORDANCE WITH THE MANUFACTURERS PRODUCT APPROVAL SPECIFICATION AND LIMITATIONS OF USE. R704,2,3 HARDBOARD S❑FFIT PANELS WHERE THE DESIGN WIND PRESSURE IS 30 Psf OR LESS, SOFFIT PANELS SHALL BE A MINIMUM OF 7.16 INCH IN THICKNESS AND SHALL BE FASTENED TO FRAMING OR NAILING STRIPS WITH 2-1/2'XOr113" SIDING NAILS SPACED NOT MORE THAN 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER 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 SPECIFICATION AND LIMITATIONS OF USE, R704.2A WOOD STRUCTURAL PANEL S❑FFIT PRESCRIPTIVE ALTERNATIVE WOOD STRUCTURAL PANEL SOFFIT PANELS ARE PERMITTED TO BE INSTALLED IN ACCORDANCE WITH TABLE 704,2A INTERI❑R LOAD BEARING WALLS SPF #2 ALL EXTERI❑R FRAMING SPF #2 ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER ALL HEADER, BEAMS, COLUMNS ETC, TO BE SYP #2 OR BETTER ALL PLYWOOD USED FOR EXTERI❑R APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U,N.0, ALL PLYWOOD USED FOR INTERIOR APPLICATI❑NS SUCH AS SUB FLO❑RING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.D. IF ❑SB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PR❑PERTIES, ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION, WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. WHEN PRE ENGINEERED TRUSSES ARE CALLED 'FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI UNTREATED WOOL SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8' THICK EACH. 3RD LAYER 1/8" THICK INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 FASTENERS AND TIE DOWNS 1 FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS 1 ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE 1 ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING 1 ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS 1 ASTM A325 MACHINE BOLTS 1 GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO 1 Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87, NAILS SHALL CONSIST OF 1 COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS ; 8d = 0,131', 10d = 0,148", 12d = 0,148", 16d = 0,162', 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 PRI❑R TO INSTALLATI❑N• ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM, ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST 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 WITH THE DESIGN PLANS, U,N,O, ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. „ CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINF❑RCING PRI❑R TO OR WHILE PLACING GROUT. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE, FIELD FASTENING SHOULD BE TYPE "W' 11/4" DRYWALL SCREWS AT 12" ❑.C, FOR CEILINGS AND 1 DRYWALL SCREWS AT 12" ❑,C, FOR WALLS, ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" ❑,C, AT EACH SUPPORT, MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE THIS SHALL APPLY TO B❑TH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL�-. E 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 WITHOUT ADDITIONAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITH❑UT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED, I hereby certif y 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 vJ rij rJ Rio .�p� ''.� /r `�' +'—• � •"i. �rra k,. t /^ a )y Ii"a NOTES. 1. STAPLES NOT PERMITTED 2. DRYWALL NAILS SHALL CONFORM TO ASTM C 514. 3. SIDING APPLIED TO 5/8" NET WOOD SHTG, 15/32" WOOD STRUCTURAL PANEL OR 1/2" PARTICLEBOARD SHTG. 4. CORROSION RESISTANT NAILS SPACED 6" O.C. AT EDGES & 8" O.C. AT INTERMEDIATE SUPPORTS. NAILS SHALL HAVE A MIN EDGE DISTANCE OF 31(r 5. SIDING APPLIED TO STUDS SPACED 16" O.C. MAX. 6. SIDING APPLIED DIRECTLY TO STUDS SPACE 24" O.C. MAX. 7. USE ANNULAR OR SPIRAL THREAD NAILS FOR COMBINATION SUBFLOOR/UNDERLAYMENT (SINGLE FLOOR) 8. NAIL MUST BE OF SUFFICIENT LENGTH TO ACCOMMODATE THICKNESS OF SIDING AND SHTG. IF USED, AND ALLOW MIN. STUD PENETRATION OF 1 1/2" 9. FOR 1" WOOD STRUCTURAL PANELS, 12" O.C. INTERMEDIATE NAILING SHALL BE PERMITTED. TABLE R302.6 DWELLING -GARAGE SEPARATI❑N REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE! FBRC R308,4) IRI3DD0II8CC,3AATTHUMAAN IMPACT DLOADS, INDIVIDUAL gGLAZED PAREAS HINCLUDING GLASS MIRROR IN HAZARDOUS LOCATIONS SUCH AS THOSE CATEG❑RY I UR CAITEG❑RY II T INDICATED SIN TABLE R308 3,1 EST REQUIREMENTS ❑F CPSC 16 CFR, PART 1201 CRITERIA FOR EXCEPTI❑NS: �� 2• POLISHED OUVEREDWWIND❑WS AND FOR USE SHALL COMPANY WITH SFIRE CT ON R308 2NT L❑CATI❑NS SALE COMPANY WITH ANSI Z97,1-14 R308,4 HAZARDOUS LOCATIONS, ❑ SIDE ED SPE I C HpZ THE 1F GLAZINGGIN HSWINGINGCDO❑RS REXCEPT (JAL❑USIESRD❑US L❑CATI❑NS FOR THE PURPOSE OF GLAZING 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, WHIRLP❑OLS, SAUNAS, STEAM ROOMS, BATHROOMS, AND SHOWERS GLAZING IN ANY PART OF A BUILDING WALL ENCLOSURE THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN 24-INCH ARC OF THE DOOR IN A CLOSED POSITI❑N AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE 7, GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE L❑CATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE F❑LL❑WING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET, 7.2 BOTTOM 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 HORTIZ❑NTALLY 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 IND❑❑R 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 H❑RTIZONALLY 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 EXP❑SSED 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, EXCEPTI❑N: THE F❑LL❑WING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS L❑CATI❑NS: 1, OPENINGS 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 R308r4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4• GLAZING IN SECTI❑N R308.4,2. ITEM 3, IN WALLS PERPENDICULAR R❑ THE PLANE OF THE DOOR IN A CLOSED POSITION 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 SECTI❑N R308,4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) 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 HORTIZ❑NAL (WITHIN 45 DEGREES OF HORTIZ❑NTAL 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 WHERE: 9A 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, D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY,FLORIDA 33525 PHONE! ( CELL) 813-469-2289 E-MAIL! dwsf(pe@earthlink.net NICHOLAS & KASSIDY BURGESS 6203 HUNTINGTON DRIVE ZEPHYRHILLS, FLORIDA D ETAI LS SHEET OF 3 OF 4 SCALE DATE JOB NO, DO NOT SCALE 19 NOV 2022 RICK COLLHARDT — DRAFTS-0 DESIGN/DRAWN CHECKED 2022-0913 PHONE! (CE'LU 813-781-3651 E-MA I Ll rgo 1 1 hardt@tampabay, rr, core R. G 0 L L H A R DT D. W. S. P E �. � Q •. � ' 11 f . ; s y.{� t 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. CI E-PTDI(`AI . ALL OUTLETS SHALL BE ON AN AFC, (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. N❑TEST 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 3 9 " 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, 41 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 C❑NTRACT❑R 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 SYMBOL DESCRIPTION SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $R RHEOSTAT SWITCH 110 V RECEPTICLE(1/2 SWITCHED) 110 V RECEPTICLE &FI 110 V RECEPTICLE - GROUND FAULT 84FI 110 V RECEPTICLE - ARC FAULT 8wP 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE EN DUPLEX OUTLET IN FLOOR 16 110 V QUAD 16wP 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 /FIRE DETECTOR/ALARM C&M SMOKE/CARBON M❑N❑XIDE DETECTOR - COMBO © CARBON M❑N❑XIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L E--P I DISC❑NNECT ELECTRICAL METER ELECTRICAL PANEL ! >I , I I II � I i I LI, I � � I I' i� I L� L I I I I I I III I I I_ I I I I III. 411 III I I I I._ I ! 1 _- • I —L-- -- ---=-- -- — MECHANICAL: CONDENSATE LINES SHALT_ DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE S DEWALL, 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) NOTE MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE PER ENERGY CALCULATIONS IN ACCORDANCE WITH CHAPTER 471,003 (2) OF THE FLORIDA ADMINSTRATI❑N CODE, MECHANICAL 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, RAFI /;/EXISTING,/S�D /DOORS // EX AFI ' FAN W/L 8AFI BEDROOM E L -V'-�J'C T 1 1, I C A L �AFI AFF AFIF 8AFI "L A 1\1 -F D.W.SM1TH,M.S.,P.E.#53608 FLORIDA PROFESSI❑NAIL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE —DARE CITY,EL❑RIDA 33525 PHONE, ( CELL) 813-469-2289 E-MAIL: dwsf 1pe@earth l i nk, net RICK COLLLIARDT - DRAFTSMAN PHOND (CEI-0 813-781-3651 E-MAIL: rqo l l hardt@tare NICHOLAS & KASSIDY BURGESS 6203 HUNTINGTON DRIVE ZEPHYRHILLS, FLORIDA ELECTRICAL SCALE DO NOT SCALE DESIGN/DRAWN , rri core R. GOLLHARDT DATE 19 NOV 2022 CHECKED D.W.S.PE SHEET OF 4 of 4 JOB NO. 2022-0913 I I I I ! ,I {iiI y' J I, •, i I i i s E b 1 } 1 1 II I i� 1: f C�. I r I I I 1 I I I !i �rlIll 11; Sit f, I k f.. k lid I. I lyq I, PG � it f ,I 1 E 1 � I I i