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3512 Malachite Dr
ENGINEER'S NOTES: 1, DESIGN WIND SPEED; 140 MPHult / 110 MPHascd , 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)SFi +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)SFi +18/-24 psf 6, ROOF LIVE LOAD: 20 psf ROOF DEAL L❑AD; 15 psf 3/12 PR (2) 60" X96" WITH WIND❑W 0 GENERAL NOTES C❑NSTRUCTI❑N TYPE: 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 CONSTRUCTION, 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 EDITI❑N, "DESIGN SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 2 SH 24 DESIGN ; ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 5301-13, 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 12'-4" SH 24 Ti I 3 5' X 3 cnm N ClJ a O M -i O Ga I'D Z = cu _ r ry � d 3 W/D 3' P D RECESS iRECESS 3068 3068 3' F11010ATT ll_�_,'LIE,'VATION N 0 T E ; STRUCTURAL_ DESIGN REQUIRES ALL DOORS AND WINDOWS TO BE FLORIDA APPROVED AND RATED FOR INDICATED DESIGN PRESSURES AND SPECIFIC BRANDS TO BE DETERMINED BY ❑\A/NER AND C❑NTRACT❑R NOTE; DOOR AND WINDOW MANUFACTURER TO PROVIDE RATING CERTIFICATI❑N FOR THEIR PRODUCTS INDICATING DOORS WILL WITHSTAND THE PRESSURES RESULTING FROM INDICATED WIND SPEED (3 SEC GUST) (NOTE, DOOR AND WINDOW MANUFACTURER TO PROVIDE (INSTALLATION INSTRUCTIDNS FOR THEIR PRODUCT SUCH THAT WHEN INSTALLED PER THEIR INSTRUCTIONS THE RATED PERFORMANCE WILL BE ATTAINED. 1 2 2 3/12 12 — SH 24 00 I z LEIFT J�Llv_VATIOAV RUGHT IE'L_ V"-'-,-'VA TIO 1\1 Q F, I L - E A V A T 10 N N ' s:s <1 D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE: ( CELL) 813-469-2289 E-MAIL: dwsftpe@eo.rth(ink.net SCOPE OF WORK 12'X42' SHED: SH 24 7, ALL WORK SHALL. COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL. ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE I MAR 2 2 Z023 ITY OF ZEPHYRHI PLAN EXAMINER PARCEL: 24- 26- 21- 0040- 00000-1320 PAUL A SHOLAR 3512 MALACHITE DR ZEPHYRHILLS, FLORIDA ELEVATIONS SHEET OF FLOOR PLAN 1 of 4 NOTE: CONTRACTOR TO INSTALL DOORS AND WINDOWS ACCORDING IT❑ MANUFACTURER'S INSTRUCTI❑NS, 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 RICK GOLLHARDT — DRAFTSMAN PHONE:(CELU 813-781-3651 E-MAIL: rgollhardt@tamj SCALE DO NOT SCALE DESIGN/DRAWN rr, corl R. GOLLHARDT DATE 26 FEB 2023 CHECKED D.W.S.PE 2023-0129 FASTENING SCHEDULE 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 1Od COMMON 24" O.C. DOUBLED TOP PLATES, FACE NAIL 1Od COMMON 16" O.C. TOP PLATES, LAP & INTERSECTIONS, FACE NAIL 2-16d OR 3-10d 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 4-1Od COMMON CLG. JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d OR 4-1Od COMMON RAFTER TO PLATE, TOE NAIL 12d COMMON 3 1" BRACE TO EACH STUD & PLATE, FACE NAIL W 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 W 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 19/320, 3/4" 8d COMMON 6" O.C. EDGES & 12"O.C. INTERMEDIATE 10,11180 10d COMMON 6" O.C. EDGES & 12" O.C. INTERMEDIATE WOOD STRUCTURAL PANEL ROOF & WALL SHTG. 8d COMMON WALLS 112" OR LESS 8d RINSHANK ROOF V O.C. EDGES & 6" O.C. INTERMEDIATE 19/32" - 3/4" 10d COMMON WALLS 10d RINSHANK ROOF V O.C. EDGES & 6" O.C. INTERMEDIATE HARDBOARD LAP SIDING OVER SHEATHING 8d CORROSION RESISTANT 8" 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" SHEATHING TO BE 15/32' OSB OR 1/2' PLY CDX W/8d RING SHANK NAILS @ 3' O.C, BOUNDARIES, 6' O.C. EDGES & 8' O,C, FIELD USE STEEL PLYCLIPS, 2"x 4" TOP CORD BLOCKING ® 48" O.C. FOR FIRST FOUR ROWS OF TRUSSES ® EDGES OF SHEATHING TYP.. BACK NAIL AND TOE NAIL ALTERNATE ENDS W/ (2) 16d NAILS. (2) 2X4 DIAL BRACING - SPACED ® 48" O.C.. (4) 16d NAILS ® EACH END (TYP) 2X4 DIAGONAL ATTACHED WITH (4) 8d X 3 1/2' NAILS INTERSECTING - BLOCKING �6=1 7_ 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" 0 4" O.C. SOFFIT AND FASCIA DOWNSET TOPCHORD OF GABLE END TRUSS TO RUN 2"x 4" MAX OUTLOOKERS SPACED ® 24" O.C. (1) SIMPSON H5 ® EACH OUTLOOKER "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 8d RINGSHANK NAILS ® 4" O.C. EDGES AND 8" O.C. FIELD SIMPSON HGA10 0 24" O.C. STUD WALL (SEE TYP. SEC.) SIMPSON SP2 DR SP4 EACH STUD 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1 1 /4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FRAME FROM END WALL @ 4" O.C. TYP. CONNECTOR SCHEDULE MANUFACTUREUPLIFT CAP. FASTENERS FLORIDA APPROVAL TYPE MODEL# 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 1 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 -1ODX 1 1/2" 11473.3 N HETA24 SIMPSON 1810# 9 -1ODX 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 2 'nMTI I AAIn rf]fT\/\/ LL= Mr T)AM T K I r\/T �TAlr nMKIr Mr cl A cu CU RECESS RECESS 'I 3068 3068 , 3 2 FOUIV\DATIOI\\[ DRILL AND EPDXY #5 REBAR IN EXISTING CONCRETE SLAB SPACED 48" 0,C, MAX 2 F-IROATT 2 UPLIFT CONNECTION - SIMPS❑N STR❑NG-TIE FRAME APPLICATIONS MARK CONNECTOR UPLIFT CAPACITY LATERAL CAPACITY FASTENERS FLORIDA APPROVAL # A H2.5A 600 10-801 10456.2 H3 455 8-8d 10473.9 H10A 1340 18-10d X 1-1/2' 10456.2 H10A-2 1080 18-10d X 1-1/2' 10456.2 VTC2 370 7-10d X 1-1/2 10861.9 NOTE: CONNECTOR CAPICITIES ARE FOR SYP, REFER TO MANUFACTURERS FOR ADDITIONAL INFORMATION LEGEND ® H2.5A I hereby certify 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 INSTALLATION INSTRUCTIONS: INSTALL DOWEL PER SIMPSON STR❑NG-TIE INSTRUCTI❑NS FOR EP❑XY-TIE SET, 1. DRILL 3/4" DIA X 6" DEEP HOLE 2. CLEAN THE HOLE -REMOVE DUST FROM HOLE WITH OIL FREE COMPRESSED AIR, CLEAN WITH NYLON BRUSH AND BLOW OUT REMAINING DUST, 3. FILL HOLE HALF TO 2/3 FULL WITH SIMPSON-SET EPDXY STARTING FROM BOTTOM OF HOLE TO PREVENT AIR POCKETS WITHDRAW NOZZLE AS HOLE FILLS UP. 4, INSERT DOWEL, TURNING SLOWLY UNTIL DOWEL REACHES BOTTOM OF HOLE 5. ALLOW TO CURE 20 HRS FOR MAS, STRENGTH. EPDXY -TIE SET EPDXY IS A TWO -COMPONENT, LOW ODOR, 1:1 RATIO, 100% S❑LIDS EPDXY -BASED ADHESIVE FOR USE AS A HIGH STRENGTH, NON -SHRINK ANCHOR GROUTING MATERIAL. RESIN AND HARDENER ARE DISPENSED AND MIXED SIMULTANEOUSLY THROUGH THE MIXING NOZZLE, SET MEETS THE ASTM C-881 SPECIFICATION FOR TYPE I, 11, IV AND V, GRADE 3, CLASS B AND C APPLICATIONS SURFACES TO RECEIVE EPDXY MUST BE CLEAN. FOR INSTALLATIONS IN OR THROUGH STANDING WATER, SEE ADHESIVE ANCHORS APPLICATION GUIDELINES FOR DETAILS. THE BASE MATERIAL TEMPERTURE MUST BE 40' F OR ABOVE AT THE TIME OF INSTALLATION. FOR BEST RESULTS, MATERIAL SHOULD BE 70' - 80' F AT THE TIME OF APPLICATION, CARTRIDGES SHOULD NOT BE IMMERSED IN WATER TO FACILITATE WARMING. TO WARM COLD MATERIAL, THE CARTRIDGES SHOULD BE STORED IN A WARM, UNIFORMLY HEATED AREA, OR STORAGE CONTAINER FOR A SUFFICIENT TIME TO ALLOW EPDXY TO WARM COMPLETELY, MIXED MATERIAL IN NOZZLE CAN BE HARDEN IN 5-7 MINUTES AT A TEMPERATURE OF 40' F OR ABOVE. #5 OR #6 REBAR MIN EMBEDMENT 6' DOWELS @ ALL WINDOW & DOOR LOCATIONS ALL OTHERS @ MIN 25' BOND DOWEL TO CONCRETE W/ SIMPS❑N SET EPDXY PER SIMPS❑N INSTRUCTIONS RATED 6200# TENSION 3/4' DIA HOLE x 6' DEEP FOR INSTALLATION OF DOWEL CLEAN HOLE AFTER DRILLING BLOW OUT DUST W/ OIL FREE PL A 1\1 COMPRESSED AIR lt RAISE EXISTING CONCRETE SLAB 4' 4' EXISTING CONCRETE SLAB ��il�ulrr F• ��,� 0. ENG 0111111110 DOWEL INSTALLATION DETAIL 1. ROOF WOOD TRUSS SYSTEMS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING LOADS: A. ROOF TRUSS GRAVITY LOADING CASE TOP CHORD LOADING: LIVE LOAD: 20 PSF (ON THE HORIZONTAL PROJECTION) DEAD LOAD: 25 PSF (ON THE SURFACE AREA) FOR ASPHALT SHINGLES 35 PSI (ON SURFACE AREA) FOR CEMENT OR CLAY TILE BOTTOM CHORD LOADING: ATTIC LIVE LOAD: 10 PSF ATTIC LIVE LOAD WITH STORAGE: 30 PSF DEAD LOAD (FOR 1/2" CD GYPSUM):5 PSF FOR 1/2" CD GYPSUM B. ROOF TRUSS WIND LOADING CASE TRUSSES ARE TO BE DESIGNED FOR WIND LOADING AS SHOWN ON DESIGN ANALYSIS, UPLIFT SHALL DEDUCT 2/3 OF DEAD LOADS. 2. WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE "NDS" NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSI/AF&PA AND THE NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION "ANSI/TPI". 3. WOOD MATERIALS SHALL BE SOUTHERN PINE, DOUGLAS FIR OR LARCH AND SHALL BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE CONTENT. PROVIDE GRADE NO.2 OR BETTER REQUIRED TO SATISFY STRESS REQUIREMENTS. 4. CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED ASTM A653 GRADE 33 OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). 5. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSS. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTION PUBLICATION "HIB-91, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT. 6. TRUSS MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY WITHOUT THE WRITTEN APPROVAL OF THE TRUSS MANUFACTURER'S ENGINEER. 7. SUBMIT COMPLETE SHOP DRAWING FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPAN, DIMENSIONS, CHORD PITCH, LOADING AND REACTIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. 8. IF THE NET UPLIFT FORCES SHOWN ON THE FINAL ENGINEERED TRUSS CALCULATIONS ARE GREATER THAN THE CAPACITY OF THE SPECIFIED CONNECTORS, THE CONTRACTOR SHALL SUPPLY CONNECTORS TO MEET THOSE UPLIFT FORCES AS A MINIMUM. D.W.SMITH,M.S.IP.E.#53608 PAUL A SHOLAR FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 3512 MALACHITE DR PROJECTS ENGINEERING CONSULTANT ZEPHYRHILLS, FLORIDA NLAON891 DRIVE -DAD FLORIDA a3525 PHOE (CL)83-46922E-MAIL: CITY, l@erhtnk net FOUNDATION SHEET OF TRUSS SCALE DO NOT SCALE DESIGN/DRAWN , rr, core R. GOLLHARDT DATE 26 FEB 2023 2 OF 4 JOB NO. RICK GOLLHARDT - DRAFTSMAN PHONE: (CELL) 813-781-3651 E-MAIL: rQollhardt@tars CHECKED D.W.S.PE 2023-0129 d CONT NIOUS ALUM DRIP EDGE ATTACHED PER MANUFACTURER 2X4 PT WOOD SUB ATTACHED EACH TRUSS WITH 8d COMMON NAILS (2) EACH TRUSS SOFFIT AND FASCIA TRIM ATTACHED PER MANUF. SP FASTEN 7/ 1 6" CDX OR OSB V SHEATHING WITH 8d COMMON @ 6" AT EDGES AND 8" O.C. EXTERIOR AND INTERIOR WALLc 1/4 X 4" @ 24 O.C. STANDARD HIP & RIDGE CUT FROM METRIC THREE TAB SHINGLES PREVAILING 5 WIND DIRECTION " FASI STANDARD MANSARD OR NORMAL WIND AREAS HIGH WIND AREAS 1' 1" .0 1, 5" EXPOSURE SHINGLE NAILING NOTES: ALL NAILS MUST PENETRATE AT LEAST 3/4" INTO THE WOOD ROOF DECK. NAIL SHINGLES WITH 11 OR 12 GAUGE GALVANIZED NAILS WITH 3/8" DIAMETER HEADS - 6 REQUIRED (AS SHOWN IN "HIGH WIND AREAS") ROOF -TO -WALL FLASHING NOTES: 4" X 5" ANGLE FLASHING - 26 GAUGE GALVANIZED METAL, 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. ROOF SHINGLE FLASHING INSTALLATION SPEC'S NOT TO SCALE WOOD FRAMING NOTE^' 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 MICR04 AM 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). """JEERED ROOF TRUSS SPACED 24" O.C. EAR WARRANTED FIBERGLASS SHINGLES ON 30# FELT PAPER ,LL ROOFING PER MANUFACTURERS SPECIFICATIONS -LING PER FBC—R 905 THING TO BE 15/32 4 PLY CDX OR OSB, USE STEEL PLY CLIPS =N SHEATHING TO TRUSSES W/8d RING SHANK NAILS @ 6" O.C. 2X4 STUDS W/ SIMPSON FASTEN 2X4 RATED 585# 24" O.C. FASTEN SP2 RATED 1065# STUDS TO PT BASE UPLIFT FL#10456 TO DBL UPLIFT PLATE TOP PLATE OR EQUIV. W/ SIMPSON SP1 DOUR 4" CONCRETE OVER EXISTING 4" CONCRETE SLAB DRILL AND EPDXY #5 REBAR PINS INTO EXISTING SPACED 8 O.C. MAX. 2020 FBC RESIDENTIAL SECTI❑N R703,4 FLASHING APPROVED CORRISI❑N RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN A MANNER TO PREVENT ENTRY OF WATER INT❑ THE WALL CAVITY OR PENETRATI❑N OF WATER TO THE BUILDING STRUCTURE FRAMING COMPONENTS. SELF ADHERED MENBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATI❑N PRODUCTS SHALL BE SEALED AT THE JUNCTION WITH THE BUILDING WALL WITH A SEALANT C❑MPLYING WITH AAMA 800281R AAMA 8122 �R LATHER APPR❑ E DSS�ANDARDTAS APPROPRIATE JOINTEXPANSION OFASEALANTRAFLUIID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TNETF❑LLNWIACENG LOF TIE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT 1, EXTERIOR WINDOW AND DOOR OPENINGS, FLASHING AT EXTERI❑R WINDOW AND DOOR ❑PENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALLS FINISH OR TO THE WATER RESISTANT BARRIER C❑MPLYING WITH SECTI❑N 703.2 FOR SUBSEQUENT DRAINAGE, MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERI❑R WIND❑W AND DOOR ❑PENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE F❑LL❑WING. 1A THE FENESTRATI❑N MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTI❑NS OR THE APPLICATIONS NOT ADDRESSED IN THE FENESTRATI❑N MANUFACTURERS INSTRUCTIONS IN ACCORDANCE WITH THE PRO MPPANUFFALCpT�UREERSSSINSTRUCTIONS. ,gqLWHERE TFLTAHSHINIG INSTRUCTIONS SR❑R DETAILS NARE ��NOT ENIN PANWUHM SHALL IBD MLLD%I SL❑PEDE INASUCHEASMANNER AST T❑ DIREETD WATER T❑ THE❑ SUR AG E OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTANT BARRIER FOR SUBSEQUENT DRAINAGE OPENINGS USING PAN FLASHING SHALL BE INCORP❑RATE FLASHING OR PROTECTI❑N AT THE HEAD AND SIDES MORE OF THE F❑LLOWING. 1,2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSI❑NAL 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 C❑NSTRUCTION WITH FRAME OR STUCCO WALLS WITH PR❑JECTING LIPS ON BOTH SIDES UNDER STUCCO C❑PINGS 3, UNDER AND AT THE ENDS OF MASONRY WOOD OR METAL COPINGS AND SILLS 4, CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM 5, WHERE EXTERI❑R PORCHES, DECKS AND STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTI❑N 6, AT WALL AND ROOF INTERSECTIONS 7, AT BUILT-IN GUTTERS 2020 FBC RESIDENTIAL SECTI❑N R704 S❑FFITS R704.1 WIND RESISTANCE OF SOFFITS 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 AREA OF 10 SQUARE FEET, R704.2 S❑FFIT INSTALLATION S❑FFIT INSTALLATION SHALL COMPLY WITH SECTIONS 704.2A, 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 SUPPORTING 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 ❑RIDUCT APPROVAL SPECIFICATI❑N. VINYL S❑FFIT PANELS SHALL BE INSTALLED IN FASCIA❑COVERS SHALL BE INSTALLEDRIN ACCORDANCE WI❑THA THSPECIFICATIONS MANUFAC � RERS PRLIMITATIONS DUCTTA PROVAL USE. SPECIFICATI❑N AND LIMITATI❑NS OF USE. R704,22 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 LIMITATI❑NS OF USE. R704,2,3 HARDBOARD SOFFIT PANELS WHERE THE DESIGN WIND PRESSURE IS 30 sf 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'X0.113" 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 PRODUCT APPROVAL SPECIFICATION AND LIMITATI❑NS OF USE. R704,2,4 WOOD STRUCTURAL PANEL S❑FFIT PRESCRIPTIVE ALTERNATIVE WOOD STRUCTURAL PANEL S❑FFIT PANELS ARE PERMITTED TO BE INSTALLED IN ACCORDANCE WITH TABLE 704.2.4 STRUCTURAL LUMBER WITHESIMPSONEH25A RATED AND DOUBLE FASTEN PER MANUF, SPECS FL 10456 MF �Syl 6EDL7UPLDFT❑pASEEN❑PERLATE EOM7TUD F IEU25#HULWTHSIMPS❑NLST12RTED9AAPIET FASTEN PER MANUF, SPECS FL 10852 WITHESIMPSON DOUBLE RAT D 1565# AND 4FASTENLPER MANUF. SPECS FL 10456 FASTEN 2X6 HEADER AND 2X4 CRIPPLE MANUF, SPECS FLT1085RATED 740# UPLIFT FASTEN PER )27(2? FOR NUMBER OF JACKS PER ❑PENINGl) -2X4 STUD WALL SPACED 16' O.C. WITH ESIMPS, p SP2 RATED 1565# UPLIFT 4FASTENL PER MANUF, SPECS FL 10456 2X4 STUD WALL SPACED 24' O.C. ITHESSSPRATEA58#XLT❑ATEWIMPON 1 D5UPIFFASTEN PER MANUF, SPECS FL 10456 EXTERWOR WINDOW FRAYING DETAIL INTERI❑R LOAD BEARING WALLS SPF #2 ALL EXTERIDR 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 APPLICATI❑NS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N,❑, ALL PLYWOOD USED FOR INTERI❑R APPLICATI❑NS SUCH AS SUB FL❑❑RING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U,N.O, IF ❑SB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTI❑N PR❑PERTIES, ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERI❑R APPLICATI❑N. 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 SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007 BCSI UNTREATED W❑❑h SHALL NOT BE IN DIRECT CONTACT WITH C❑NCRETE, SEAT PLATES SHALL BE PR❑VIDED AT BEARING L❑CATI❑NS WITHOUT WOODEN TOP PLATES. ALL EXTERI❑R 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 FASTENERS AND TIE DOWNS SHALL C❑NSIST OF BUT ARE NOT LIMITED TO SHAPES, ANGLES, CHANNELS 1 ASTM A36/36M 05 Fy = 36 Ks! 5 ROUND METAL PIPE : ASTM A53, GRADE B Fy = 3Ks! SQUARE METAL TUBING ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS ASTM A325 MACHINE BOLTS + GALVANIZED ASTM A307 SHEET METAL ACCESSORIES SHALL CONFORM TO ; Fy = 33KsiWITH G90 GALVANIZED C❑ATING IN ACCORDANCE WITH ASTM A525-87, NAILS SHALL C❑NSIST OF ; 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 APPLICATI❑N ARE TO RECEIVE AN ANTI-C❑RR❑SIVE C❑ATING BY MANUFACTURER PRI❑R TO INSTALLATI❑N, 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, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATI❑NS. CONCRETE EMBEDDED 'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRI❑R 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, ninrr. 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" D.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBA❑RD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS, MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATI❑N) SHALL BE 6" ❑,C, AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATI❑N, 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 ADDITI❑NAL TAPING OR CAULKING, DRYWALL SHALL NOT BE INSTALLED WITH❑UT PROPER BACKING, N❑TE1 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. I hereby certify 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, RE, #53608 Z WITHESIMPSONEH2.5A RATED 600#DUPLIFT FASTEN PER MANUF. SPECS FL 10456 WITHESIMPSONL DOUBLE RATEDL775#DUPLIFT❑FASTEN❑PERLATE MANUF, SPECS FL 10456 FASTEN 2X4 LSTA12URATED 925#HUPLIFT FASTEN PER MANUF, SPECS FL 10852 CRIPPLE 40# UPLIFT FASTEN PER WITHESIMPSON SP1 WALL AND T FASTEN PER MANUF, SPECS FL 10456 WITHESIMP❑SON DOUBLE RATEDL775#DUPLIFT❑FASTEN❑PERLATE MANUF, SPECS FL 10456 FASTEN 2X4 WALL STUD AND 2X6 HEADER WITH SIMPS❑N LSTA12 RATED 925# UPLIFT FASTEN PER MANUF. SPECS FL 10852 WITHESIMPSON LSTA24URATED 2X6 HEADER FASTEN PER MANUF, SPECS FL 10852�j �P Lq E p D 2 CRI MANUFPISPACS FL 10456ED 1565# UPLIFT 4FASTENLIER WITHESIMPSON LSTA9 RATED 740#PUPLIFT FASTEN PER MANUF, SPECS FL 10852 2X4 STUD WALL @ 24' ❑.C, WITH 7/16' CDX OR ❑SB WALL SHEATHING NAILED 3' ❑.C, ON TOP AND BOTTOM PLATES AND 6' O.C. ON STUDS, USE TYVEK OR EQUAL HOUSE WRAP AND SIDING FASTEN PER MANUFACTURER SPECIFICATI❑NS. IESSPRATEDA585XLI❑FTASTENPWTHIMPSON 1 #UP� PER MANUF, SPECS FL 10456 2X4 PT BOTTOM PLATE FASTEN TO CONCRETE SLAB WITH 1/4' TAPC❑NS SPACED 24' O.C. MAX OR EQUALV, EXTERIOR DOOR FRAMIG `CON;VECTIO:N DETAIL FLASHING SHALL COMPLY WITH R903,2 UNDERLAYMENT SHALL COMPLY WITH SECTI❑N R90511 VALLEYS SHALL COMPLY WITH R905,2,8,2 DRIP EDGE SHALL COMPLY WITH R905,2,82 PER FLORIDA BUILDING CODE 2020, 7th EDITIDN PROPER ATTACHMENT OF S❑FFITS PANELS TO RESIST WIND LOADS, IN ACCORDANCE WITH R704,2,1/R702,2,2 PER FLORIDA BUILDING CODE 2020, 7th EDITI❑N ASPHALT ROOF SHINGLES ARE CLASSIFIED IN ACCORDANCE WITH ASTM D7158-CLASS G OR H OR ASTM D3181-CLASS F IN ACCORDANCE WITH TABU R905,2,6,1, FBC 7th EDITI❑N (2020) - RESIDENTIAL. D.W.SMITH,M.S.,P.E.#53808 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE: ( CELL)813-469-2289 E-MAID dwsf 1pe@earth l i nk, net PAUL A SHOLAR 3512 MALACHITE DR ZEPHYRHILLS, FLORIDA DETAI LS SCALE DO NOT SCALE DESIGN/DRAWN rr, core R. GOLLHARDT DATE 26 FEB 2023 SHEET OF 3 OF 4 JOB NO. RICK GOLLHARDT - DRAFTSMAN PHONE (CELL)813-781-3651 E-MAID rQollhardt@tars CHECKED D.W.S.PE 2023-0129 S e 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 OTHERWISE 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 110 V RECEPTICLE(1/2 SWITCHED) 110 V RECEPTICLE &FI 110 V RECEPTICLE - GROUND FAULT 8AFI 110 V RECEPTICLE - ARC FAULT 8wP 110 V RECEPTICLE - WATERPROOF OUTLET 220 V RECEPTICLE J DUPLEX OUTLET IN FLOOR 110 V QUAD IbwP 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❑MBINATION `FL❑URESCENT FIXTURE O FLOOD LAMPS VANTITY LIGHT GD PUSH BUTTON FOR GARAGE OPENER S&D SMOKE /FIRE DETECTOR/ALARM C&M SMOKE/CARBON MONOXIDE DETECTOR - COMBO © CARBON MON❑XIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN W/L 0 DISCONNECT ELECTRICAL METER ELECTRICAL PANEL POA I &FI 8FI 1 1 -1 z _I _L'71L ";'CTRICAL j 1_� D.W.SMIT 9 .S. X.E. #53608 FLORIDA PR❑FESSI❑NAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLASTON DRIVE—DADE CITY, FLORIDA 33525 PHONE:( CELL) 813-469-2289 E-MAID dwsf 1pe@earth l i nk, net PAUL A SHOFAR 3512 MALACHITE DR ZEPHYRHILL_S, FLORIDA ELECTRICAL SCALE DO NOT SCALE RICK GOLLHARDT - DRAFTSMAN DESIGN/DRAWN PHONE: ( CELL) 813-781-3651 E-MAID roo l lhardt@taMDabav, rr, Cori R . G O L_L_HAR DT DATE 26 FEB 2023 SHEET OF 4 OF 4 JOB NO, 2023-0129 CHECKED D.W.S.PE