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HomeMy WebLinkAbout3529 Periodt LnPOP G NOT SHE 0 TOP OF ALUMINUM BEAM AND WOOD PLATE II' S 1/2"o AT ADDITION - TOP OF 9' 8" 0 OPENINCsS - ADDITION 3' OFINISH FLOOR TOP OF NEW SLAB O' 3" BELOW AppIT10N O, O" 0 EXISTING SLAB 12 POP OUT NOT SHOLL VINYL LAP SIDING FROND' ELEVATION 1/411 _ 11 ^il LEFT ELEVATION 1/411 = 11 oil REAR ELEVATION 1/41I = Iloll OF 'IINGS IS N _OOR s SLAB s RIGHT ELEVATION 1/411 _ 11 oil TOP OF TOP OF WALL ALUMINUM BEAM -I -PARK MODEL - — — - PARK MODEL - FINISH FLOOR C� " EXI6TING SLAB r,lr O" k, OUT SHOWN OUT TO OUT OF EXISTING CONCRETE SLAB 12' 3" 13' 4" E END WALL BALLOON FROM EGRESS IUDW SLAB TO SLOPE OF ROOF - PANELS BEDROOM 1 I I I I I I o _ - I I I - TRIPLE 2X8 02 PINE WITH 1/2" I PLYWOOD FILLERS ABOVE ALL OPENINGS IN WALLS 1 BATHROOM' I I I w Nx u� m = THIS INTERIOR WALL BALLOON - Q 111 FROM SLAB TO BOTTOM OF ROOF PANEL = I �I v m cl w O I 0 Q N i U o -oru tU 1 U - X 01 0 0 KITCHEN I X „1, , z ;0- NON CONDITIONED x w STORAGE ROOM FINISH FLOOR 36" F - ABOVE A K MO a P IRK DEL 1, I 2 THE EXISTING CONCRETE SLAB X X i Q 3 �z— Qp 0 _ E ^T , cI1 r SEE DETAIL ON SHEET 3 FOR I Ij ALUMINUM BEAM TO WOOD WALL d+ 4 CONNECTION 14 @xm -tA I <t -5 w LIVING ROOM r r 3Ox6S I, 24 SH 24 SH u 6 211 U ! z p II END WALL BALLOON FROM 0 A SLAB TO SLOPE OF ROOF 1 PANELS o I PORCH ------ (4) RISERS 0 1 3/4" WITH (3) I I f 10 I/2" TREADS AND (1) RISER I I — i11 1 s b" TO ADDITION FLOOR III (f' I EXfSTINt',, CONCRETE SLAB I 11 © PORCH I �w SINGLE 2"X9'XO,O'12"X0.224" ALUMINUM SEAM DOUBLE 2"X9"XO.Ol2"XO.224" ALUMINUM BEAM 12' 1" 13' (a" 26' O , i e 0 EXISTING 4" CONCRETE SLAB WITH MONO THICKEN FOOTING EDGE AT 'c'4 ALL 4 SIDES STORAGE 3(01 PORCH 114 NEW ROOF OVER PARK MODEL 52S TOTAL 1010 FLOOR FLAN 1/4" = 11 OII ALL EXTERIOR WALLS ACT AS'SHEAR WALLS U c� co z M `" 0 HI �_ ul Q Lj- Q G.h Z c) w UJ LO W z A ° LO M w my m ry 0-) 0 O y� Z 0 hl 00 m T- a m ttl O � � N xpp ccq z z to UJ zo 4 LL Z N z z� 'Q lU �z tL v Z — 4 cn Lu zz +v Ql 1zL1 0 N LD L (V CV z 3 O a a a V� Jf +'-- UJ �nV lam," —� 0 nQ —' i' i `� tiA Lu 04 a�\ m P 1 OF 3 a 1 r ROOF PANEL PLAN 1/411 _ 11 OII GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2020 FLORIDA BUILDING CODE "ITH EDITION AND THE 2020 FLORIDA BUILDING CODE - RESIDENTIAL '1TH EDITION. T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY: HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS:: SLAB: LIVE LOAD 50 P.S,F. DEAD LOAD - 10 P,S,F, ROOF: LIVE LOAD - 20 P.S.F, DEAD LOAD - 10 P.S.F. WIND: BUILDING I5 DESIGNED O - L ES GNED 70 CONFORM NORM TO ASGE 1 16, CHAPTERS 26 THRU 31: PER 2020 FLORIDA BUILDING CODE, RESIDENTIAL 1TH EDITION- SECTION R301,2.1.1, AND 2020 FLORIDA BUILDING CODE 1TH EDITION SECTION 1609 WIND DESIGN ASSUMPTIONS; BUILDING EXPOSURE - B BUILDING RISK CATEGORY If MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT . 1,0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT . +/- 0.18 WIND SPEED SHOWN AT THE 50TTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 SOIL BEARING d COMPACTION: COMPONENT 4 CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS I N/A +32.3/-35.3 2 -65.1 +32.3/-56>2 3 -110.ro +32.3/-ae'O 4 N/A +35,3/-38.2 5 N/A THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P,S;F, (MINIMUM), THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED 4 COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S,F, FOUNDATION LOADINGS. T.L. HANSON; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY. DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING, T,L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE .S01LS ABILITY TO SUPPORT THE BUILDING LOADS. TIMBER MATERIALS: ALL TIMBER MATERIALS SHALL BE AS FOLLOWS: ALL PLUMBING; ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION, ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED MATERIALS EXTERIOR WINDOWS 4 DOOR ASSEMBLIES: ALL EXTERIOR WINDOW 4 GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW 4 DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHEIVE THE DESIGN PRESSURES SPECIFIED. ELECTRICAL, PLUMBING- 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411,003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE: ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT; ALL ELECTRICAL OUTLETS IN HABITABLE SPACES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES. (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE DRAIN INLET. (3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 50, FT. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. 311 13' gr' I EXISTING CONCRETE SLAB EDGE I FLOOR FRAMING PLAN 1/411 _ 11 OII PRODUCT CATEGORY APPROVED PRODUCT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL STRUCTURAL COMPONET HU210 SIMPSON FL 10531 STRUCTURAL COMPONET LSTA12, LSTA30 SIMPSON FL 138,12 STRUCTURAL COMPONET ABA44Z SIMPSON FL 1860 ROOFING INSULATED PANELS STRUCTALL FL 154cBW SINGLE HUNG WINDOWS NON IMPACT PLYGEM 1500 FL 1&103.1 EXTERIOR DOORS SINGLE SWINGING PLAST PRO FL 15221,ro WALL SIDING VINYL LAP CERTAINTEED CORD FL 15-13,1 12' 3" 26' O" OUT TO OUT OF EXISTING CONCRETE SLAB =VICTIM/_ /`/11.1i-dLTC CI Aa Cn/:C 13, 9'+ ----------------------------------- CUT SLAB AT THIS POST LOCATION AND ADD 24'X24"XI6" FOOTING PAD I \ / WITH (3) 05 REBAR EACH WAY I / ' � _ 4 I ' 1 1 o I I � I I I \ / ' CUT SLAB AT THIS POST LOCATION ' AND ADD 24"X24"XI6" FOOTING PAD \ % " WITH (3) 5 REBAR EACH WAY \ , - -t.- I ' I I , I I / , ' 1 1 POUR 3" 2500M PSI CONCRETE CAP O OVER TOP OF EXISTING 4" SLAB. - 0 X I ETCH SLAB FOR BONDING. � O I I ' CUT SLAB AT THIS POST LOCATION ' / \ AND ADD 24'X24"XI6" FOOTING PAD WITH (3) 45 REBAR EACH WAY I , I I /FINISH FLOOR 36" + - ABOVE \ , I I THE EXISTING CONCRETE SLAB � , I , I � 1 I - � ' ' I O lU i/ \ I ILU ILU ru -I + I CUT SLAB AT THIS POST LOCATION AND ADD 24"X24"XI6" FOOTING PAD WITH (3) •5 REBAR EACH WAY tu I I. • .; s '� J V � I I U z 11.1 0 UO 12'-3 I 13,9" z u uj It- 1 CUT SLAB AT THIS POST LOCATION (� AND ADD 30"X30"XI6' FOOTING PAD 7 INTO OF WITH (3) 05 REBAR EACH WAY 0 DRILL 6 CENTER EXISTING SLAB AND EPDXY 12" LONG "5 REBAR THAT WILL EXTEND INTO NEW FOOTING CUT SLAB AT THIS POST LOCATION PADS AT ALL LOCATIONS SHOWN AND ADD 24"X24"XI6" FOOTINGS PAD WITH (3) 05 REBAR EACH WAY 1 I I I, 'a a •pl r. .•� P ••� t`..0. I I I r I , , , , 0 I 1 I + , I ' m , � I EXISTING FOOTING EDGE SEE WALL SECTION DETAIL I , 1 I + I , I , � I I I ' I I , EXISTING 4" CONCRETE SLAB WITH 0 I MONO THICKEN FOOTING EDGE AT N i ALL 4 SIDES I I I I I + I I + I I I I r I I I r 1 , I I I I t I r , I I I I I I I I I I I I 1 I I 1 I 1 I 1 I I I I I r =A10 1 ANUS t U N(.•RC I = 0&_AC CtJLSC FLOOR PLAN 1/4 11 = 11 O 11 ALL EXTERIOR WALLS ACT AS SHEAR WALLS NNo)II� 11,q Hoot �BNO000m� �. T.L. HAN=WI4.E. L P.O, BO 11 .DA1 1 HERBY CERTIFY �P�EA WERE PREPARED B+f� �y ARE IN COMPLIANCE FLORIDA BUILDING CO L FOR 13S MPH WIND) ZONE 1- 2020 BUILDINGS CODE RESIDE Zt - c t"wo ENO,3 4� reY,rFL 33�6 SN�s �IFICATIONS la' SUPERVISION ',` N Iro09 OF THE k T� AND ASGE 1-Ira Y II AND THE ENTIRE 1 TH EDITION 1 0 ■ M Z CV y M F1 c Q o� L0 L z �C7 zUI' W �04 W Z LO dM A UJ 00 u, m �O 2 r CV °° M T- 0 cz N t 0 0 m m t w 0 Z UlW W uoz tLL z o� z Z LU Z m 0 U 3: .Lu 0. a4 zz 5 U.1 1r= d z ow N m 01 m µ1CID � t CN C,4 (V 1L Q Q Q I U V! -4 J-1-1 cn lJ-- u V 3 }��.-//i Lu -�1%- O lu ..vnn p�m VJ 40 PCB 20F3 A, ALUMINUM CAP 12" ON EACH SIDE OF PANEL AND SECURE WITH 01OX3/4" S,M,S, W/1/4"X1 1/2" 8,8, NEOPRE WASHER Ve 8" OC SECURE PANEL TO WOOD TOP PLATE WITH "10X8" S,M.S. W/1/4"XI 1/2" S.S. NEOPRE WASHER m 12" OC FRAME WALL FROM TOP OF EXISTING PARK MODEL TO BOTTOM OF ROOF PANEL, USE 2X4 02 SPRUCE STUDS 0 16" OC WITH DBL TOP PLATE AND SINGLE BOTTOM - PLATE, SHEET WALL WITH 1/2" CDX PLYWOOD NAILED 3" OC ON PLATES AND 4" OC ON STUDS. COVER WITH TYVEK HOUSE WRAP AND VINYL LAP SIDING 4"X48" 0.032 ELITE :STRUCTURAL ROOF PANELS SECURE PANEL TO ALUMINUM BEAM 12 WITH "I W ER W/1/4"XI I/2" 8,5, NEOPRE WASHER * 8" OC � 4 TOP OF 11' S 1/2" ALUMINUM BEAM REMOVE EXISTING SIDING TO STRAP WALL TO FACE /OF PARK MODEL WALL WITH SIMPSON LSTA.24 STRAPS AT LOCATIONS SHOWN ZNGLE 2"X9"XO.O"i2"XO.224" ALUMINUM BEAM NOTCH POST TO EXCEPT AND THRU BOLT ITH (2) 1/2" BOLTS EXISTING PARK MODEL 4"X4"X.O9O3 ALUMINUM POST USED AT ALL LOCATIONS WITH MAXIMUM SPACING OF 12"0" BASED ON BEAM USED I RIM 2X2 PT BALUSTERS 2X4 PT BOTTOM RAIL AT 3" ABOVE LANDING (2) 1/2" BOLTS AT EACH POST TO SECURE 2X8 PT TO POST AT EACH SIDE OF LANDING (2) 4X4 PT FROM TOP OF SLAB TO HEIGHT OF RAILING AT THE REAR OF THE LANDING: SECURE ALL POST TO SLAB WITH SIMPSON A5A44Z POST BOTTOM WITH 1/2"X3"' EXPANSION BOLT AND FILL NAIL HOLES WITH IODXI 1/2" NAILS 2X8 PTJOIST I(o" OC SECURE TO BEAM WITH SIMPSON HU26 HANGERS — (1) 2X2 ANGLE BRACE AT EACH SIDE OF EACH POST WITH (2) 114" X 1 1/4" 111711�; DS SCREWS AT POST SECURE TO CONCRETE WITH 1/4"X 4 1/4" 2X8 02 PINE LEDGER NAILED TO TAP CON MASONRY ANCHOR AT EACH EACH 2X6 STUDS IN WALL WITH (4) ANGLE z I I /A6D NAILS DRILL 6" INTO CENTER OF EXISTING SLAB AND EPDXY 12" LONG 05 REBAR POUR 3" 2500M PSI CONCRETE CAP THAT WILL EXTEND INTO NEW FOOTING OVER TOP OF EXISTING 4" SLAB, PADS AT ALL LOCATIONS SHOWN ETCH SLAB FOR BONDING, CUT SLAB AT THIS POST LOCATION AND ADD 24"X24"XI6" FOOTING PAD WITH (3) w5 REBAR EACH WAY 33b° DBL 2X6 02 SPRUCE TOP PLATE 4"X4$" 0.032 ELITE STRUCTURAL ROOF PANELS 2X6 02 SPRUCE STUDS m 16" OC NO FINISH ON INTERIOR 12 DBL 2X(o 402 SPRUCE TOP PLATE (3) 2X8 02 PINE WITH 1/2" PLYWOOD FILLERS HEADERS ABOVE ALL OPENINGS IN WALLS 2X6 112 SPRUCE STUDS s Iro" OC NO FINISH ON INTERIOR 3/4" TtG PLYWOOD GLUED AND NAILED WITH IOD NAILS 6" OC SECURE JOIST TO LEDGER WITH SIMPSON HU26 HANGERS —FILL NAIL HOLES WITH IODXI 1/2" NAILS 2X8 "2 PINE JOIST SPACED fro" or - EPDXY 1/2" A301 ALL THREAD RODS THAT WILL EXTEND THRU NEW SLAB —2X6 PT BOTTOM PLATE AND 4" INTO EXISTING SLAB EDGE WITH 1/2" SQUARE WASHERS AND NUTS PLACED MAXIMUM I6" OC d•• ,�d•• .`0•• . 0•...`➢L.`Oy �.`d•s .`A� .�0•• .�0•� .`IIx .`0..`dy `d• .`O..�k•� .`0� .�0•t .`da .`d•..�l CUT eUILDING SECTION DETAIL NOT TO SCALE 2X4 PT TOP AND SIDE RAIL AT 36" ABOVE LANDING (2) 4X4 PT FROM TOP OF SLAB TO HEIGHT OF RAILING AT THE FRONT OF THE LANDING: 2X4 PT TOP AND SIDE RAIL Z AT 36" ABOVE TREADS (2) 4X4 PT FROM TOP OF SLAB TO HEIGHT OF RAILING AT THE FRONT OF THE STAIRS i 2X4 PT BOTTOM RAIL (4) RISERS m 1 3/4" WITH (3) 10 1/2" TREADS AND (1) RISER 0 5" TO ADDITION FLOOR STAIR DETAIL NOT TO SCALE BEAM SIZE • OF LAG SCREWS " OF SMS EACH SIDE 2X6 3 4 2X7 4 5 2X8 4 6 2X9 5 6 2X10 5 I 2XI2 PT STRINGERS ONE AT EACH END OF TREADS AND (2) EQAULLY SPACED IN CETTER 2"X2"XO,O6O" ANGLE EACH SIDE OF BEAM (SHOWN) OR 1 3/4" X 1 3/4" X 1/8" U-CHANNEL ATTACHED WITH 3/8" X 2" LAG SCREWS (SEE ATTACHMENT SCHEDULE ABOVE) ° ° 1/4"X2 1/4" LONG LAGS EACH SIDE OF BEAM o "lOX3/4" S,M.S. EACH SIDE (SEE ATTACHMENT SCHEDULE ABOVE) OF BEAM (SEE ATTACHMENT EACH SIDE OF BEAM ° ° SCHEDULE ABOVE) NOTE, AT BLOCK WALLS USE 1/4"X2 1/4" TAPCON SCREWS IN PLACE OF LAG SCREWS SHOWN ABOVE SMB (DEPTH VARIES) BEAM TO WALL CONNECTION NOT TO SCALE CUT SLAB AT THIS POST LOCATION AND ADD 30"X30"Xl(o" FOOTING PAD WITH (3) 405 REBAR EACH WAY SECURE PANEL TO WOOD TOP PLATE WITH "lOXB" $.M.S. W/1/4"Xl 1/2" 6.61 NEOPRE WASHER g 12" OC SECURE PANEL TO WOOD TOP PLATE AT EXTERIOR WALL WITH "10X8" 8,11.5. W/114"X1 1/2" G.S. NEOPRE WASHER 'm all or- TOP OF WOOD PLATE AT ADDITION TOP OF OPENINGS 9" all SHEET WALL WITH 1/2" CDX PLYWOOD NAILED TO ALL PLATES 3" AND TO STUDS 4" OC WITH SD NAILS, COVER WITH TYVEK HOUSE WRAP AND VINYL SIDING ADDITION FINISH FLOOR PLACE SIMPSON LSTA30 STRAPS AT ALL CORNERS EACH SIDE OF OPENINGS, AND SPACED MAXIMUM 48" OC , 'FILL NAIL HOLES WITH IODXI 1/2" NAILS 2X6 PT BOTTOM PLATE TOP OF NEW SLAB O' 3" BELOW ADDITION • EXISTINGSLAB 0.011 A♦ . d•• , 0•� 0•a . d•• . d Q FRONT CENTER POST DETAIL NOT TO SCALE 4"X48" 0.032 ELITE STRUCTURAL ROOF PANELS 2"XS"XO.072"X0.224" ALUMINUM BEAM BEAMS TOGETHER WITH (2) 1/2" THRU SPACED 24" OC a BEAM TO POST WITH 11/2"X24" FLAT STRAPS IOX3/4" SMS SPACED 2" OC IN BEAM AND POST X.O903 ALUMINUM POST 42 ANGLE BRAG AT EACH SIDE :ACH POST WITH (2) 114" X 1 114 SCREWS AT POST JRE TO CONCRETE WITH 1/4"X 4 114" CON MASONRY ANCHOR AT EACH LE _ 6" INTO CENTER OF EXISTING AND EPDXY 12" LONG 05 REBAR WILL EXTEND INTO NEW FOOTING i AT ALL LOCATIONS SHOWN ELECTRICAL PLAN I/4II - 1 1 O11 GENERAL LOADS TYPE OF LOAD LIGHTING LOAD 1010 60 FT X' 3vA 3210 OUTLETS 2 CIRCUITS X 180 VA 360 TOTAL vA 3810 CONVERT VA TO AMPS 3810 DIVIDED BY 240 VOLTS - 11 AMPS ELECTRICAL LEGEND SWITCH 110V LIGHT CAN BE CEILING OR WALL (TYP) 0 110 V I( )1 �J VANITY LIGHT WP 110 V WATERPROOF OUTLET ALL ELECTRICAL OUTLETS EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "CFI" CIRCUIT ALL REMAINING 15AMP/20AMP OUTLETS IN HABITABLE AREAS TO WIRED INTO A ARC -FAULT INTERRUPTER "AFL" CIRCUIT 406 s o � T � A- SON P,E, LICENSE . M654 P JaC.X lid. E FIT ®®"F3L 26 I HERBY CE%r SI-I HES C�� LAN SPECIFICATIONS WERE PREP @� DIRECT SUPERVISION ARE IN COMP L �1' 0. ? SECTION 160E OF THE FLORIDA BUILDI DITION AND ASCE 1-16 FOR 13S MPH WIND i' ATEGORY II AND THE ENTIRE 2020 BUILDING CODE RESIDENTIAL -1 TH EDITION 4 0 ■ U co m co co Fi Ci o LL In� Z — U) Z ti W N M 0 ¢ Ui 0 04 W z Q A � d M op U 00 LL cpLL O 2 N 00 r O m LU N 0 m m a1 '° UI zz tu U1W 0 Z- --a:z Q,z z lu 0- J °a zz iU Q Zz F N a, TZ lGl m 3 CV CV c . CV B lu O Q Q Z V "-� UJ LL fv v F I 30�3