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HomeMy WebLinkAbout5843 17th StA 5 and E, INC. 24710 5R 54 LUTZ, PLORIVA 55Wq GA 7662 GMU IN -FILL STRUCTURAL LAYOUT 50ALE : 1/4" = I'-O" THESE DRAWIN&S ARE AN INSTRUMENT OF SERVICE BY A 5 and E, INC. USE OF THESE PLANS, REPRODUCTIONS OF THESE PLANS, BE IT WHOLE OR IN PART, FOR ANY PURPOSE, IS PROHIBITED UNLESS WRITTEN PERMISSION 15 &RANTED BY AN OFFICER OF A 5 and E, INC. el DATE : 6/22/2020 REVISION: SCALE : AS NOTED DRAWN BY : A54E PROJECT NO.: 20-065 SHEET DESCRIPTION : AS SHOWN THIS SCHEDULE O USES TH15 SYMBOL..... STRUCTURAL CODE I DESCRIPTION GI 4-PLY 2X6 N0.2 5YP COLUMN WITH (2) ROWS OF IOD NAILS 6" O.G. IN LAYER WITH (2) SIMPSON HTT22 AT THE BASE 02 RETROFIT FILLED CELL. SEE DETAIL 2/51. THIS SCHEDULE USES THIS SYMBOL..... BEAM SCHEDULE GODE I DPSGRIPTION BI 4-PLY 1 5/4" X II 1/5" MICROLLAM LVL 2.OE BEAM WITH (2) ROWS OR IOD NAILS 6" O.G. IN LAYERS WITH (4) SIMP5ON L5TA24 STRAPS AT EACH COLUMN. VELAMORA ABRAHAM SERVIN 5845 11TH STREET, ZEPHYRHILLS, FL ROBERT W. WALL, P.E. Llamas No.: 46021 m IT IS THE OPINION OF THE ENGINEER THAT THE PM16N CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS WAS P92POWED IN AGGORDANCE WITN 6TH EDITION (2011) FLORIDA BUILDING GODE - SECTION 1609. TI$ WIND DESIGN WAS CONDUCTED USING ASGE 1-10. THE ENGINEERS SEAL PERTAINS ONLY TO THE STRUCTURAL PORTION OF THIS SET OF DESIGN DRANUN65 AND IS ONLY VALID FOR 12 MONTHS AFTER THE DATE IT 15 51644ED AND SEALED. A 5 and F, INC. 24110 SR 54 LUTZ, FLORIDA SSW GA 1662 EX 15T I NG COND I T I ON5 A FOOTING ►W(2) #5 REBAR B FILLED K.O. BLOCK W(l) #5 REBAR 5TEF5: 5AW GUT FAGS OF BLOCK 5 1/2 GOARSES UP ® BASE ABOVE FOOTING 5AW OUT FACE OF BLOCK 5 1/2 COARSE5 DOWN ® TOP 2 BELOW K.O. LAYER DRILL AND EPDXY 50" LONG #5 REBAR W/b" MIN EMB. PER SIMPSON SET EPDXY RECOMMENDATIONS INTO FOOTING DRILL AND EPDXY 50" LONG #5 REBAR A/W MIN EMB. PER 4 51MPSON SET EPDXY RECOMMENDATIONS INTO K.O. LAYER 5 INSTALL #5 REBAR IN/25" LAP a TOP AND BOTTOM 6 FORM AND POUR Al 2500 PSI CONCRETE THESE DRAWIN65 ARE AN INSTRUMENT OF SERVICE BY A 5 and E, INC. USE OF THESE PLANS, REPRODUCTIONS OF THESE PLANS, BE IT WHOLE OR IN PART, FOR ANY PURPOSE, 15 PROHIBITED UNLESS WRITTEN PERM155ION 15 &RANTED BY AN OFFICER OF A 5 and E, INC. RETROFIT FILLED CELL DETAIL SCALE : 1/4" = 1'-0" DATE : 6/22/2020 REVISION: SCALE : AS NOTED DRAWN BY: ASdE PROJECT NO.: 20-065 SHEET DESCRIPTION : AS SHOWN DELAMORA ABRAHAM SERVIN 5843 IRTH STREET, ZEPHYRHILLS, FL ROBERT W. WALL, P E. License No.: 46021 IT 15 THE OPINION OF THE ENGINEER THAT THE DESIbN GONTAINm WITHIN THESE PLANS AND SPECIFICATIONS WAS PERFORMED IN ACCORDANCE WITH eTH mirloN (2on) FLORIDA BUILDINb GODS -SECTION 1609. THE WIND DESIbN rugs GONDUGTm uSINb ASGE T-lo. THE ENGINEERS SEAL PERTAINS ONLY TO THE STRUCTURAL PORTION OF THIS SET OF DESIbN DRAWINGS AND 15 ONLY VALID FOR 12 MONTHS AFTER THE DATE IT 19 SIGNED AND SEALED. S2 51MP50N MT5MI6 STRAP AT GMU WALL EXISTING MASONRY HALL A 5 and E, INC. 24-710 SR 54 LUTZ, FLORIDA 5555q GA '1662 4-PLY 1 5/4" X 11 1/5" MIGROLLAM LVL 2.OE BEAM WITH (2) ROWS OR IOD NAILS 6" O.G. IN LAYERS WITH (4) SIMPSON LSTA24 STRAPS AT EACH COLUMN. 2X8 NO2 5YP J015T 16" O.G. (TYPICAL) - I 4-PLY 1 5/4" X It i/8" MIGROLLAM LVL 2.OE BEAM WITH (2) ROW5 OR IOD NAILS 6" O.G. IN LAYERS WITH (4) SIMP50N L5TA24 STRAPS AT EACH COLUMN. SIMPSON A55 4-PLY 2X6 NO.2 SYP COLUMN WITH (2) ROWS OF 100 NAILS 6" O.G. IN LAYER WITH (2) SIMP50N HTT22 AT THE BASE - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING LINTEL GARAGE OPENING TO BE RETROFIT FILLED CELL FILLED IN (BY OTHERS) (SEE DETAIL) CONNECTION DETAIL 2 SCALE: 1/2" = I'-O" 53 THESE DRANIN65 ARE AN INSTRUMENT OF SERVICE BY A 5 and E, INC. USE OF THESE PLANS, REPRODUCTIONS OF THESE PLANS, BE IT WHOLE OR IN PART, FOR ANY PURPOSE, 15 PROHIBITED UNLE55 WRITTEN PERMISSION 15 GRANTED BY AN OFFICER OF A 5 and E, INC. DATE : 6/22/2020 REVISION: SCALE : A5 NOTED DRAWN BY: AS*E PROJECT NO.: 20-065 SHEET DESCRIPTION : AS SHOWN VELAMORA AE RA14AM SERVIN 5845 I-ITH STREET, ZEPHYRHILL5, FL 2X8 NO.2 5YP JOIST I6" O.G. (TYPICAL) 1 ROBERT W. WALL, P.E. Ltaonso No.: 46021 SIMPSON MTSMI6 STRAP AT GMU HALL EXISTING MASONRY WALL IT IS THE OPINION OF THE ENGINEER THAT T-E DESIGN CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS WA5 PERFORMED IN ACCORDANCE KITH 6TH EDITION (2019) FLORIDA BUILDING CODE - SECTION 16001. THE KIND DESIGN KAS GONDUGTED USING AWE T-10. THE ENGINEERS SEAL PERTAINS ONLY TO THE STRUCTURAL PORTION OF THIS SET OF DESIGN DRAWINGS AND 15 ONLY VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED. S3 I G EXISTING 8" Zx4 EXISTING 8" CMU BOND BEAM EXISTING CONCRETE LINTEL DRILL AND EPDXY 5 REBAR WITH MIN 25" OVERLAY, 'TYPICAL T&B SPACED 48" O.C. NEW ADDITION WALLS TIEQ TO EXISTING WALLS NEW ADDITION WALLS TIEQ TO EXISTING WALLS EXISTING 8 CMU BOND BEAM WITH 5 REBAR IMBEDDED 8 INTO ORIGINAL WALL WITH #� REBAR IMBEDDED 8' INTO ORIGINAL WALL EXISTING CONCRETE LINTEL AND 1 INTO NEW BLOCK WALL (EVERY OTHER COURSE) AND 1 INTO NEW BLOCK WALL (EVERY OTHER COURSE) EXISTING 8" CMU BOND BEAM EXISTING CONCRETE LINTEL EXISTING #5 VERTICAL REBAR EXISTING #5 VERTICAL REBAR r' EXISTING 8" CMU EXISTING 8" CMU EXISTING 8" CMU NEW ADDITION WALLS TIEWQTO EXISTING WALLS WIND0FILL IN DOOR FILL IN WITHj5 REBAR IMBEDDED 8 INTO ORIGINAL WALL AND 1 , INTO NEW BLOCK WALL (EVERY OTHER COURSE) r lwerew�arj SVOwueowommq WoOrtill�ol: , •NAGdtoft rYPICAL INTERIOR NON —BEARING WALL TING 8" CMU INSTALLATION INSTRUCTIONS: INSTALL DOWEL PER SIMPSON STRONG —TIE INSTRUCTIONS FOR EPDXY —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. 2_#5 REBAR IN CONC. FILLED CELL rum 4" SAW CUT EXISTING BOND BEAM 4" SAW CUT 4" SAW CUT EXISTING BOND BEAM EXISTING LINTEL OVER OPENING DRILL 3 4"X6" MIN HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE 5 EMBEDDED INTO XISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT 5 EMBEDDED INTO XISTING BOND BEAM DRILL 3 4"X6" MIN HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE EXISTING BOND BEAM RETROFIT FILLED CELL DETAIL A EPDXY —TIE SET EPDXY IS A TWO —COMPONENT, LOW ODOR, 1:1 RATIO, 100% SOLIDS 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 *R ABOVE AT THE TIME OF INSTALLATION. FOR BEST RESULTS, MATERIAL SHOULD BE 70 — 60 F A°T 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/ SIMPSON SET EPDXY PER SIMPSON 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 COMPRESSED AIR __7__4— __d_,__� alb- .a K:E DOWEL INSTALLATION DETAIL s1 hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 n ' a d GRAVITY LOADS FOR 80 P SAFEw 20 RECESS DOOR U-LINTELS ST POUNDS PER LINK FOOT MARK No. LENGTH TYPE 8RU6 8RF6-OB 8RF6-1B D 1 3 -8 to 4'-4" (52") PRECAST 1635 1749 1891 D 2 4'-5" to 4'-6" (54") PRECAST 1494 1596 1756 D 3 4 -7 to 5'-8" (68") PRECAST 866 920 1167 D 4 5'-9" to 5'-10" (70") PRECAST 810 859 1113 D 5 5'-11" to 6'-8" (80") PRECAST 797 901 got D 6 s -9 to 7'-6" (9011) PRECAST 669 755 755 D 7 7 -7 to 9'-8" (116") PRECAST 411 466 526 U 2" RECESS DETAIL "DB" SAFE LOAD TABLE NOTES 1. All values based on minimum 4 inch nominal bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6 1 /2 inches. 2. N.R. = Not Rated 3. Safe loads are superimposed allowable loads. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. One #7 rebar may be substituted for two #5 rebars in 8" lintels only 6. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from face of support. 7. For composite lintel heights not shown, use safe load from next lower height shown. 8. For lintels lengths not shown, use safe load from next longest length shown 9. All safe loads in units of pounds per linear foot 10. All safe loads based on simply supported span. 11. The number in the the parenthesis indicates the percent reduction for grade 40 field added rebar. Example 7'-6" Lintel type 81732-1 B safe gravity load - 6472 GENERAL NOTES 1. Provide full mortar bed and head joints. D 1 3068 2. Shore filled lintels as required. DETAIL "DB" 3. Installation of lintel must comply with the architectural INSTALLATION INSTRUCTIONS: and/or structural documents. INSTALL DOWEL PER SIMPSON STRONG -TIE 4. U-Lintels are manufactured with 5 1 /2" long notches at INSTRUCTIONS FOR EPDXY -TIE SET. the ends to accomodate vertical cell reinforcing and grouting. 1. DRILL 3/4" DIA X 6" DEEP HOLE 5. Reference the CAST-CRETE Load Deflection Graph brochure 2. CLEAN THE HOLE -REMOVE DUST FROM HOLE WITH for lintel deflection information. OIL FREE COMPRESSED AIR. CLEAN WITH NYLON BRUSH AND BLOW OUT REMAINING DUST. 6. Bottom field added rebar to be Located at the bottom 3. FILL HOLE HALF TO 2/3 FULL WITH SIMPSON-SET EPDXY of the lintel cavity. STARTING FROM BOTTOM OF HOLE TO PREVENT AIR POCKETS 7. 7/32" diameter wire stirrups are welded to the WITHDRAW NOZZLE AS HOLE FILLS 4. INSERT DOWEL, TURNING SLOWLY UNTIL DOWEL UP. REACHES BOTTOM OF HOLE bottom steel for mechanical anchorage. 5. ALLOW TO CURE 20 HRS FOR MAS. STRENGTH. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 5 VERTICAL REBAR DOWEL INSTALL PER INSTRUCTIONS. �YPICAL BOTH SIDES TOP AND BOTTOM 9. Safe load rating based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami -Dade County, Florida Nos. 03-0606.05 & 03-0605.04. Florida Certificate of Product Approval number FL158. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-296 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity or uplift) and horizontal (lateral) loads should be checked for the combined loading with the following equation: Applied vertical load + Applied horizontal load 1.0 Safe vertical load Safe horizontal load 13. Additional lateral load capacity can be obtained by the designer by providing additional concrete masonry above the lintel. See detail at MATERIALS reinforced right: NEW DOOR OPENING EPDXY -TIE SET EPDXY IS A TWO -COMPONENT, LOW ODOR, 1:1 RATIO, 100% SOLIDS 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 nR ABOVE AT THE TIME OF INSTALLATION. FOR BEST RESULTS, MATERIAL SHOULD BE 70 - 90 F A°T 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 cF OR ABOVE. 1. f'c 8" precast lintel = 3500 psi 2. f'c prestressed lintel = 6000 psi 3. Grout per ASTM C476 f'g = 3000 psi w/ maximum 3/8 inch 2-#5 REBAR IN CONC. #5 OR #6 REBAR MIN EMBEDMENT 6" aggregate & 8 to 11 inch slump FILLED CELL EXISTING BOND BEAM DOWELS @ ALL WINDOW & DOOR LOCATIONS 4. Concrete Masonry Units (CMU) per ASTM C90 OO r,{.- O OO EXISTING LINTEL OVER OPENING ALL OTHERS @ MIN 25" w/minimum net area BOND DOWEL TO CONCRETE W compressive strength = 1900 psi 4's„W«JT " DRILL 314"X6" MIN HOLE SET SIMPSON SET EPDXY 5. Rebar per ASTM A615 grade 60 BAR IN EPDXY CAP TO PREVENT LEAKAGE PER SIMPSON INSTRUCTIONS 6. Prestressing strand per ASTM A416 RATED 6200# TENSION grade 270 low relaxation EXISTING BOND BEAM '' EXISTING EMBEDDEDINTO 7. Mortar per ASTM C270 type M or S 4" SAW CUT >' 3/4" DIA HOLE x 6" DEEP FOR INSTALLATION OF DOWEL NION SHRINK GROUT HT W/ CLEAN HOLE AFTER DRILLING N BLOW OUT DUST W/ OIL FREE <' COMPRESSED AIR 4" SAW CUT 5 EMBEDDED INTO XISTING BOND BEAM DRILL 3/4"X6" MIN HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE EXISTING BOND BEAM RETROFIT FILLED CELL DETAIL A -�---=--=-� -�-- --a�^-----a---r.--- DOWEL INSTALLATION DETAIL hereby certify that I have reviewed this plan and found it to be in compliance with ASCE 7-10 and the Florida Building Code 2017 6th Edition David W. Smith, P.E. #53608 ELECTRICAL, PLUMBING & MECHANICAL: IN ACCORDANCE WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE, ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MEET ALL APPLICABLE 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, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT. "AFI" CIRCUIT. ALL ELECTRICAL OUTLETS IN BEDROOMS & FIXTURES SHALL BE WIRED INTO AN ARC —FAULT INTERRUPTER. SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARING THE DWELLING FROM THE GARAGE SHELL BE CONSTRUCTED OF MINIMUM NO.26 GAUGE SHEET OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE (FBC 6TH EDITION 2017 R309) FLORIDA STATUTE 471 ONLY REQUIRES ENGINEERING ON RESIDENTIAL IF 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 OVER 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 6TH EDITION, 2017 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 2017 6TH 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 EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE 3. ELECTRICAL SWITCHES TO BE 42" CENTERLINE AFF. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. 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 6GF1 110 V RECEPTICLE - GROUND FAULT 6AFI 110 V RECEPTICLE - ARC FAULT 6 110 V RECEPTICLE - WATERPROOF OUTLET 6 220 V RECEPTICLE 0 DUPLEX OUTLET IN FLOOR 8 110 V QUAD 8wp 110 V QUAD WATERPROOF OUTLET ® RECESSED INCANDESCENT LIGHT FIXTURE - WALL OR CEILING (TYP) EXHAUST BATH FAN 110 V 50 CFM'S EXHAUST FAN/LIGHT COMBINATION ' FLOURESCENT FIXTURE FLOOD LAMPS VANTITY LIGHT cp PUSH BUTTON FOR GARAGE OPENER S&D SMOKE /FIRE DETECTOR/ALARM C&M SMOKE/CARBON MONOXIDE DETECTOR - COMBO © CARBON MONOXIDE DETECTOR CEILING FAN ONLY CEILING FAN /LIGHT FAN = I DISCONNECT ELECTRICAL METER ELECTRICAL PANEL MECHANICAL: 2" STUDOR VLV WC SHOWER SINK SINK 4" C.O. LOCATE AND 2" STUDOR VLV CONNECT^TO EXISTING PLUMBING ISOMETRIC CONDENSATE LINES SHALL DISCHARGE AT LEAST 12" AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 2017 FMC, 6TH 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 ADMINSTRATION CODE, MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS. 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 oOUTSIDE WATER TAP .€ 3. PLUMBING PLAN PLUMBING: ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR. IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE, PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS. ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT LOCATION. PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD BY CONTRACTOR. 0 I ELECTRICALIHVAC