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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR START 08.02.21 ISSUED FOR PERMIT 08 26-21 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH EDITION, 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY, 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION, 6• REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 20211 .11 1.1 l R ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHL1 AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED BILK. BLOCK FL FLOOR BLW. BELOW G.T. GIRDER 'TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HIPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS, INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC, ELECTRICAL UN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE L.T. LAUNDRY TUB M.C. MEDICINE CABINET SMS SHEET METAL SCREWS M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS M.T. METAL THRESHOLD STL STEEL MAX. MAXIMUM SW SWITCH MFR. MANUFACTURER TEMP. TEMPERED MICRO. MICROWAVE T.B. THROUGH BOLT MIN. MINIMUM T.O. THROUGH OUT M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM MONO. MONOLITHIC T,O.PL TOP OF WOOD PLATE MTL METAL T.0•1173, TOP OF TIE BEAM O.H.D. OVER HEAD DOOR TYR. TYPICAL O/C ON CENTER U.N.Q. UNLESS NOTED OTHERWISE P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD P.S•I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS P.T. PRESSURE TREATED W/ WITH PART'N. PARTITION WC WATER CLOSET PKT. POCKET WD. WOOD PLYWD. PLYWOOD R.O. ROUGH OPENING S.C. SOLID CORE S.G.D. SLIDING GLASS DOOR SF SQUARE FOOT SH SINGLE HUNG ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WNDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R13 9100 OHD 16070 WAYNE DALTON N/A w/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF 2-3/4- MIN. EDGE DISTANCE. 6- FROM END -34.8 PSF B FL-20468.4 3080 DR THERMA TRU N/A 1/4- TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +60.0 PSF -60.0 PSF RAISED PANEL 4' & 16.5' O/C MAX. SPACING. -34.7 PSF C FL 17499.9 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D,P,= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 ' 0 10' O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF D FL 17499.9 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4- MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF E FL 17499.9 SH 15 �Ml WINDOWS & DRS SGL IMPACT 3/16- _ /16 TAPCONS W 1 1 4' MIN EMBED / / - D.P.- +33.4 PSF _ +55.0 PSF 55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF +60.0 PSF -70.0 PSF F FL 17499.9 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.- +33.4 PSF +55.0 PSF -55.0 PSF FL 17499.8 010' O/C MAX SPACING & 2" FROM EDGE -36.3 PSF +60.0 PSF -70.0 PSF G FL 17499.9 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -37.7 PSF +60.0 PSF -70.0 PSF H FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.4 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX SPACING -31.2 PSF I FL 17499.9 (2) SH 25 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF J FL 15349.10 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/1, %7-70'14S R % 1- /4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF EQ JAL SPACING do 3' FROM EDGE -36.3 PSF K FL 17499.9 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF FL 17499,8 0 1W O/C MAX SPACING & 2' FROM EDGE -36.3 PSF +60.0 PSF -70.0 PSF L FL 17499.9 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10" 0/C MAX. SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF M FL-9174.10 R13 9100 OHD 6070 WAYNE DALTON N/A W/ 1 Al A. JAmff- -1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +29.9 PSF +39.2 PSF -43.7 PSF 2-3 4' MIN. EDGE DISTANCE. 6" FROM END -32.7 PSF N FL 17499.9 SH 272 M! WINDOWS & DRS I SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF +60.0 PSF -70.0 PSF 0 FL 17499.9 SH 272 Mi WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 010' O/C MAX SPACING & 2' FROM EDGE -34.8 PSF +60.0 PSF -70.0 PSF PRODUCT MODEL 3. MANUF• ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE FL 15353.8 MULLIONS MAX. 104-1/4' HORIZ. MI WINDOWS 1/4' TAPCONS W/ 1-1/4' MIN EMBED FL 15353.9 & DOORS (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF '54.0 PSF -54.0 PSF MAX. 83" VERT. MULLONS FL 17472.2 MAX. 108' LENGTH EASTERN ARCHITECTURAL 1/4- TASTONS w/1-3/4' MIN. EMBED FASTENERS PER H-CUP 34.7 PSF 36,4 PSF -36.4 PSF MAX 48" TRIBUTARY WIDTH SYSTEMS(6)) ROOFING NOA NO. 21-0315.03 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING FL 5374-135 HIP AND RIDGE CHANNEL METAL EAST COAST METALS, INC 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 P -169 Pat ROOFING N/A MEMBRANE: 30f FELT N/A N/A UNDERLAYMENT ASTI D-226 130 FELT BUTTON CAPS 12" GRID, 6" D.C. AT A MIN. 4' HEAD LAP ROOFING UNDERLAYMENT FL 2569.1 R20 SOPRE SOPREMA ROOF F MEMBRANE: LASTOBOND TU HT PEEL & STICK AYMEN SELF ADHERING, NON WOVEN POLYESTER FABRIC SURFACED, N/A N/A SBS MODIFIED BITUMEN ROOF UNDERLAYMENT SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 7/0' LG., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH SPACED NOT MORE THAN 6' N/A N/A MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 9D-90. ASTM GRADES NI OR NMI. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 0'-0- O/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C.SECTION 718 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SHALL LOCATED METER & PANELS AS REQUIRED. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA GRAVEL CONCRETE. 2 ALL GLAZING WITHIN 24' AND PARALLEL TO R DOOR SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS I BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF & WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 4. REINFORCING: DOORS AND FRENCH DOORS SHALL BE TEMPERED, RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. ACCORDINGLY. VERTICAL: 3. EGRESS WINDOWS SHALL BE OPERABLE: FROM THE INSIDE WITHOUT THE USE OF TOOLS'` EGRESS WINDOWS SHALL HAVE A MINIMAL. NET OPENING OF 24' HIGH, 20' WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE, A. ASTM A615-94 PER REINFORCING 5EICT10N (GRADE 60). AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5,0 S.F. FOR lot FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL. CORE, IT SHALL NOT BE ! SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2 411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH E' UIPMENT MANUFACTURER SPECIFICATIONS. ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED, ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SNITCH OF SIZE AS REQUIRED BY LOAID AND UNITS, C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO & PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPER'S OR PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL BITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. RECOMMENDATIONS. COLUMN SCHEDULE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SMALL BE CONTINUOUS 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. r ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV, ADJOINING GRADE 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS CONTINUE UNINTERRUPTED. BEAM BEAM SCHEDULE NOTES DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SI-ALL BE UL APPROVED AND AS SELECTED BY BUILDER, HORIZONTAL ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11, PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (MARK "L') TOP' BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 5. GENERAL NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE: AS SHOWN ON PLANS. MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF 11MBER CONSTRUCTION. A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. 2. ALL BOND BEAMS (MARK 'BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 7-16/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 14. IN KITCHENS, DINING ROOMS AND BATHROOMS RECEPTACLE OUTLETS F OR COUNTER COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B' TO FIT BLOCK CEMENIITOUS MATERIALS AND THE WOOD AS PER CODE. SPACES SHALL BE GFCI PROTECTED ACCORDING TO 14EC 210-8(;®). WORK. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A,C.I. 530.1-05/A.S.C.E. 7-16/T.M.S. 602- 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SIEC. 410.8. 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. FOR MASONRY STRUCTURES. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHENORBATHLIGHTING CIRCUITS 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. {UNLESS NOTED AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP, DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTAN'EGUS0. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL � OTHERWISE) 7. CLEANOUT OPENINGS SHALL BE FRONDED AT THE BOTTOM OF GROUTED GELS AT EACH ! 1. CONCRETE SHALL CONFORM TO ASTh1 C94-94 AND SHAH HAVE STRENGTH IN 28 DAYS A5 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 17. PREWAIRE FOR GARAGE DOOR OPENER SENSOR. LIFT OVER 4'-0" HIGH. CLEANOUTS MALL BE SEALED AFTER CLEANING AND INSPEC?ION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES {UNLESS NOTED OTHERWISE) ALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS), 18 ARC FAULT- INTERRUPTER PROTECTION PER NEC 210.12 RE';QUIRED FOR ALL 120-VOLT, BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05• ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, NO. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OIIJTU7S DWELLING UNITS. FOUNDATION NOTES �. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER •- ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10° of ANY SLEEPING ROOM. 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 1. FLOOR SLAB To BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PAR711ONS MAY BE CONSTRUCTED OF 2x4 0 24' Q.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 2. ALL REINFORCING STEEL TO BE GRADE 60. BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX. 1. ALL PLUMBING FIXTURES SHALL 9E INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH F0011NG CENTERLINES UNLESS H•. DETAIL OF CONCRETE REINFORCEMENT ;MALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO SUBSTRATE AT 4' O/C AS FOLLOX;; 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604,3, F.B.C, OTHERWISE NOTED_ CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FA.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY 'OF' 201D1 P.SF„ 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A 6. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURALBENT FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12'' OFF THE BUILDING. MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRI1) AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES I' LEG, 7/16' CROWN METAL DOOR BEAMS (28° MAX.) AND ADD 2-#5 BAPS BOTTOM IF DROP EXCEEDS k�'• MD- FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC, 6. ALL MONOUTHIt. FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT Al PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOLING WITH SAME SIZE AND NUMBER OF REQUESTED BY THE BUILDING OFFICIAL DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM, TYPE TO BE CRF 112G MECHANICAL NOTES 1-1/2" LONG AND .120' DIAMETER U.N.O. 7. CONCRETE FOR F OUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN, 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICET) AND SHALL BE 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PIER TABLE R301.2(1). WIRED TOGETHER, PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 48 BAIR DIA. MIN. 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER F.B.C_ 2020 7TH EDITION & ASCE 7-16, 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VVEN'IILA-'LION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "1T_ORID4 BUILDING CODE MECHANICAL' PLACING BAR LISTS SHALL N 9. FORM TO ACI'S 'MANUAL OF STANDARD DRAWINGS NREINFORCED AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. PRACTICE OR DETAILING CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL NOTES STEEL INSTITUTE UNLESS NOTED OTHERWISE. GARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL W1XNFuN TRD THE AISC 'SpEcIFICATION FOR THE DESIGN 1 OPENINGS BETWEEN THE GARAGE AND ft COPYRIGHT 2021 I 04 CN Li 18 j" 36" I 52�" 254" SH 15 SH 25 SH SH H35 M.O. 20 1/8' M.O. 38' M.O. 54 1/8' M.O. 27 1/2' fA x, 2x, OR 5/4 BOARD P.T. WOOD BUCK 313' 1 x, 2x, OR 5/4 :BOARD P.T. WOOD BUCK 70" . 91, w ESIDENCE SHALL BE EiQUIF PED WITH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN i' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATE:: A-3 LESS THAN W' (35 MM) THICK, OR 20-MINUTE FIRE --RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2- DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILNGS SEPARATING THE 2. WELDED CONSTRUCTION aIALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWWEL' LNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) WELDING CODE". ELE'TTRO L FOR FIELD AND SHOP WELDS SHALL BE A,W.S. A5.1 E7OXX. SHEET STEEL OR OTHER APPROVED BE AND SHALL HAVE MVO OPENINGS INTO THE (1 GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT on grHFn[ II F LESS THAN P (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LQQAZQbL 2& GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 ma- ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS, WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. WO. 35 1/4" W M.O. 37 1/4' W M.O. 41 1/4"' iV .. o „ M.O.55 1/2' W M.G. 78 1/2' W X 98 1/2- H X 98 1/2- H X 98 1/2- H X 98 1/2' H X 98 1/2- H EDGE OF' SLAB EDGE OF SLAB EDGE OF SLAB \Fzw� EDGE OF SLAB W rot ■ ■ �Q, EDGE OF SLAB j 2680 EXT DR 880 EXT DR 3080E DR 080 EXT / 12" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT' SWING) (UT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4' BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. DETAIL SCALE DETAIL ®wG. SCALE SECTION ®WIG. SCALE SECTION GIG. SCALE �INRIORELEV.E B- BEAM LABEL :# REVISION N NORTH ARROW - BREAK LINE c x a• g GRAPHIC SCALE SCAM 1 �" C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 DWCi 2 INTERIOR E .EVATION 3 C# COLUMN LABEL. F# FOOTING LABEL. 111 IIIIIII IIIIIIAYIIIIAIIII Illllllglllll IIIIII 0'-0' FIN. __ SLAB POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION W cc co N Lo J LLi Al a z w ❑ �ui D Lo Z J as w ❑ w �- w z 0 c� == z c 0 0 a - fo �.. i s Lu • i � i +r i . : w • y ru En i ul y se i .. • ' j i y,ULD Q -0• i i � �_ cu Cr • Cu .. Ln • Lu ' ' •r • i i *, ow �: CI co M�: 0 U 0 CD C:) CN J I, a❑ N o W U ZD 1/4" = 1'-0" U.N•0. C-1 FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO. F-1 20' x 184 W/2 15 CONT. BTU. EXTERIOR MONOLITHIC ONE STORY I F-2 20' x 18' W/2 15 CONT. BTU. EXTERIOR MONOLITHIC ® RECESS 38 F-3 3'-0" x 3'-O' x 12" W/4 15 Bw E W. ISOLATED PAD 7 F-4 20' x 16' W/2 15 CONT BTU. INTERIOR MONOLITHIC 27 TE-1 10' x DROP x CONT. W/115 CONT. THICKENED EDGE IAT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION C-1 8x8 BLOCK CONC. BLK. W/I FULLY GROUTED CELL W/1- f 5 VERT. EA. CELL 0 8'-0' O C MAX. OR AS LOCATED ON PLANS C-2 8x16 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS W 1- 5 VERT. EA. CELL C-3 12x12 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS W 2- 5 VERT. 8p FIBERMESH F007ING REBAR SEE FOOTING SCHED. SCHED. inTYP. EXTERIOR CONT. MONOLITHIC FOOTING 7-7 Uj FIBERMESH 1-;5 CONT. 3' MIN. COVER 10" 34 THICKENED EDGE #1 '" :4. • GRADE Via' "•ii, II: + • •li. CONC. OR MASONRY COLUMN MATCHING DOWELS 48 BAR DIA. M1N. W/STD. HOOKS A -'PAD REBAR ' EQ, E Q, SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE CHED, REMAIN. SPACE OTHERS EQUALLY 1 ISOLATED PAD MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY CONIC. POURED FILLE CELL W/ STL, PER D❑WELL & EPDXY (1) REBAR INT❑ SLAB @ FILLED CELL L❑CATI❑ W/ 4" MIN, EMBED, IN' SLAB TYP, HOLLOW 4AS❑NRY BLOCK ZUNNING BOND 'ER PLAN ❑NC. SLAB & ❑N❑LITHIC ❑UNDATI❑N ER PLAN MISSED COLUMN STL. DETAIL OVERHEAD GARAGE DOOR OHD RECESS Lo FOOTING SEE SCHEDULE r.;: �': • '+'' : : r' m 20' DRIVEWAY / GARAGE INTERSECTION 48 BAR DIA. SPLICE 87x8" PRECAST LINTEL. SEE LINTEL SHOP DWGS. FILL COLUMNS • ' AND LINTEL SOLID W/ GROUT 8 x8' FILLED CELLS W/ 115 VERT, OP.) TYPICAL DETAIL LINTEL ON COLUMN I I MATCHING FOR COLUMNS 488 BAR BAR DW. MIN. W/SRI. HOOKS FIBERMESH L4l . ••4' • r T�---'. SCHED. 38 EXT. CONT, MONOLITHIC 6020 FG INT. BEARING WALL SEE FRAMING PLAN TRANSVERSE REBAR ONLY AS READ. SEE FOOTING SCHED. WELDED WIRE MESH CONT. REBAR EQ. L EQ. SEE FOOTING SCHED. SCH DALE OMIT CENTER BAR HEN ONLY (2) REQ @INT, CONT. MONOLITHIC SH SEE BEAM SCHEDULE FOR REINFORCEMENT 481 BAR DIA. v e FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE cn7n nun PROJECT LOG ISSUED FOR START 08-02-21 ISSUED FOR PERMIT 08-26-21 W a: W to 0 h w L W ❑ W L J W Z Z • O 3 (� w =) -j n 4m z ❑ J Z � N 2 0 0 a J z O b cc O U- w J m Ln Z 2 LU cC Q W con J A con ® 0 0 W L� 0 � � J W 2 1{! ) 1/4" = 1'-0" U.N.O. FOUNDATION PLAN A-1 MW - 62 CALCULATIONS TOTAL U/A 1832 S.F. COVERED ENTRY 121 S.F. COVERED PATIO 238 S.F GARAGE 583 S.F TOTAL AREA 2774 S.F IMPACT /LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS U VALUE SHGC IMPACT .62 / .25 GARAGE CEILING 20 STUD TOTAL AIR VOLUME CUBIC FEET = 17953.E TYP. WINDOW VERTICAL HEIGHT SEPARATION IS 8" GARAGE FLOOR ELECT. PANEL / CHASE CEILING TYPICAL 0 16 FINISHED FLOOR FINISHED CEILING OPT. 2x WD BLOCKINi EACH SIDE OF I FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR TYP. MEDICINE CABINET CHANGE IN (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- 24U®LENGT 4 0/C)W/J FULL H LAYER O 1/2' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" 0/C CONE 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAG HILR PINS .145' DIA x I* LG. ® 16' 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = IT 6020 FG SH IH33 6'-6' o ` i is 12' AC CONC. PAD DETAIL N.T.S. WASHER DOER 28-1/21 SPACE DRYER VENT In DRYER VENT LOCATION FRONT VIEW r ADDITIONAL -NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 8'-0' IN MASTER SHOWER AND 8'-0' IN OTHER LOCATIONS. 3, FIBERG-ASS BOARD OR DUR-O-ROCK TO 8'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS 4, ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24' 25 GAUGE CHANNEL SHAPED STUDS 24' O/C W/1 FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HILR PINS .145' 014 x I" LG. ® 16' O/C W/ 1 " WASHERS 1 INTERIOR PARTITION 3/4" = V-0" TEMP FRAMELESS—\ GL W/ CLIPS 1/2" WALL CAPS MTL FRAMING KNEEWALL W/ DRYWALL FINISH THIS SIDE TOP OF KNEIEWALL W/ PT 2X TOP PLAN & 1/2" PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD ON SHOWER �TUB SIDE & TILE FINISSH s U- o ROMAN SHWR PT 2X SILL PLATE W/ 1 /4' TAP NS & L- L- L- L- � o FENDER WASH R TO SLAB L— L_ L_ L- L_ L L_ L— L L_ L— L_ LLLLLa :• . L TYP. KNEE WALL SECTION 1/2" = V-0" PROJECT LOG ISSUED FOR START 08-02-21 ISSUED FOR PERMIT 08-26-21 uw co 9 LL1 0 Q w w a" L. ❑ WL Ld w U 92 Z J �O~QS Q T z o v Z m 0 a a vs v o c, ca cn Ej c f9�c w c- Cl = = :_;;- c N o f p cn w c- - c ® cu +' r`a aci co ZLn 0 cn O c va N !he_ L ' cu N -a O cl Q3 -:Ei rcv Zm E�ooE -� cw vaO O Qm2: .LQ O � OO cn O a:LD a -=a O O8 ro z c c- � •- rr z O b cC 2 Lu J co Ln Ln Lu cC ce Lu LJJ Ln � J MCI � W A i•% � ® Z a 0 0 U �I 0w_ V � ❑ Q J W 1/4" = 1'-0" U.N.O. A-2 091 ISSUED FOR START 108.02-21 ISSUED FOR PERMIT 08-26-21 MEDIUM TEXTURE DECORATIVE CEMENTTTOUS FINISH ON BLOCK WALLS, TYP. PSF D.P.= +31.9 PSF a-�D.P.= +31.9 PSF 34.8 PSF �N -34.8 PSF LEVATION - CLASSIC W/ STONE 8: CONC TILE ROOF a = 4.0" I , P 't i bs VE STUCCO LOUVER 10'-8' T.O.B.E. 9-4' T.O.B.B. DIUM TEXTURE ;ORATIVE CEMEN71TOUS FINISH BLOCK WALLS, TYP. ANEER SIDING, TYP. - - 0'-0"-FIN. FL. SLAB 10'-8" T.O.B.B: 9'-4" T.O.B.B. MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. H D.P.= +28.4 PSF -31.2 PSF REAR ELEVATION - CLASSIC W/STONE D.P.= +28.5 PSF �j -34.8 PSF LEFT ELEVATION - CLASSIC W/ STONE 0'-0" FIN. FL SLAB 10'-8" T.O.B.B. 9'-4" T.O.B.B. VANEER SIDING, TYP. - 0'-0" FIN. -FL. SLAB uj to 3 W Lo u a ui L z W ❑ a W 3: � L- � L r CD ® J a Lo z N _- 0 a 4-Ja cn 7S n 15Lura�0-o &��- a0 co -aaEn Q CL O �� LQ co fu V N C tow (.n o +� E E C� 0 L o 7 F- O vi O 5 Y u (J Q cu L 9 z 0 I..S� LL 0 u - W J m Ln z 2 W oC oC 0 Lu � o � J l.L con cdo -oC ❑ Q U W_ ko 0 U ~ W � 0 {! 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 MW - 62 FILE nnov PROJECT LOG ISSUED FOR START 08-02-21 ISSUED FOR PERMIT 08-26-21 t' .::... xx I ProductSail Sheet vinvic rp.ou o O P's' a� ✓,. ,a �:et•.,i� u d '.'�.ng w... ` t 3� 0'0. LC id Wall (M Style) Control Joint i:. k f :Slgil ore`•.`=''e sf:F€_ss and asslr::C3 _ in Cr':i:rollfrig €'ticks in e'X1%;?I�o' wall lndsii Intersections ns of Ts availably r � 197a i0UL 7I8 xV 3-1/2' solid flange 3/4" perfurated flange 1C Mid L4rall Control Joint-Des[gned to r _lieve. stress and assist in control or in tenor wall Finish Into rs,-Onns of s ava able lac: Patent Number , 57 100 Caulk all inter sections, butt joints, ends and corners at time of installation ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2,774 (SQ.FT.) x 144 = 399,456 SQ IN. / 150 = 2,663 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (178 LF) VENT = 2,670 SG. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FIAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO E7ffT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSS'S — 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END d> SEE PLAN/ ELEV. GALV. MTL. DRIP ON 1X2 P.T. 2x6 PAINTED TEXTURED-----' SPRUCE FASCIA CEMEN7177OUS FINISH ON METAL LATH ATTACHED TO LEDGER & 2x4 BLOCKING W/ 7 x24" VENTS 0 8'-0" O.C. (TRUSS CO. TO PROVIDE FLAT SOFFIT) CEMEMNTITiOUS FINISH OVER 8" CONC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.2 BETWEEN STUDS AL 0'-0" FIN. FL. SLAB z 12 6 a = 4.0" I I STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) INSULATION PER ENERGY CALC. y RAT RUNS PER TRUSS MANE. 5/8' DRYWALL OR 1/2' 'TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 8"x16" MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONC. CONE METAL POUR STOP 1/2' DRYWALL iX2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE ��► =4 A MONO. CONC. F007ING SEE FOUNDATION PLAN FOR NOTES & DETAILS .�. �,., •.."•i,• ": �'`� •'III —III_ : ` III —III —I I TYPICAL WALL SECTION D.P.= +29.9 PSF M -32.7 PSF TYPICAL INSTALLATION WIND❑W ASSEMBLY FASTENERS AS REQUIRED MARBLE SILL CAULK BY WIND❑W MANUFACTURER CAULK SEAM AT 11 E LlD.P.= +33.4 PSF - 36.3 PSF D.P.= +33.4 PSF -36.3 PSF 0 6'-0" CL D.P.= +31.9 PSF -34.7 PSF MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. XCONTRACT❑R TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2020 R703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF, SPEC a•a' 4, MORTAR OR WIND❑W INSTALLATI GROUT A �d :° DRYWALL ' ° * 4 A ° � SET SILL. IN FULL MORTAR BED AND HEAD JOINT ,•�•,.;" ...:.'...:,: �'• .�.:.:,;:'•' :: .> - :`' • STUCCO OR • DECORATIVE a �CEMENTITIOUS C❑ATING • 'a 3/4' FURRING TO MASONRY WALL 4 B' C,M.U. a : ° y.. : • PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION — CONC. COLUMN —WEATHER STRIPPING BY DOOR MANE. —GARAGE DOOR — GALV. STL. VERT TRACK 8Y MAIfF. FASTENED TO TRACK BRACKETS W/ 1/4'-20x1/2' CARRIAGE BOLTS &LOCK NUTS GALV. S7L. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16 -c 1-1/4' LAG SCREWS 2x8 P.T. ATTACHED TO ,uW.'S MEW of COLUMN W/ 5/8""WEDGE ATTA lkOVT Sra 2'-0 0/C PERT. ANCHORS 02 (6" MAX. FROM ENDS) AND 2 FROM INSIDE EDGE OF 2Xf JAMB DETAIL (GARAGE DOOR) ALUMINUM FRAME FASTEN TO BUCK W/ 3/16 x2 1/2- TAPCON SCREWS 0 12- 0/C PERIMETER SEALANT STUCCO FINISH CONC. OR MASONRY 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/'1-1/2' CASE HARDENS[ COIL NAILS AT 12" 0/C. AM. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4" MIN, EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. 10 -Bw T.O.B.B. 9'-4" T.O.B.B. -- - - I I I I I I I 0'-0' FIN. FL. S -- -- -- -- -- -- - RIGHT ELEVATION - CLASSIC // STONE STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F, 1x4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDEI COIL NAILS AT 12' 0/C. MAX. CONC. OR MASONRY 4RD ?AME TUCK W/ 2' TAPCON 12' 0/C EALANT J -- f (— HEAD DETAIL (WINDOW) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE �-- CAULKING 10 oa 00 . Q° PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL (WINDOW) ®- 10'-8' T.O.B.B_ 9'-4' T.O.B.B. - 0'-0" FIN_ FL. SLAB SECTION A -A - CLASSIC IAUSTONE STUCCO FINISH CONC. OR MASONRY — PERIMETER CAULKING CONC. OR MASONRY 2x6 P.T. BUCK RIPPED TO WIDTH OF DOOR JAM ix4 P.T. BUCK SET IN SET IN SEALANT FASTEN SEALANT AND NAILED W/ 1/4' DIA. x 3-1/4' W/1-1/2" CASE HARDENS TAPCONS 3' FROM EE. 0 COIL NAILS AT 12" O/C. 0°Qo o AND 12- 0/C MAX. MAX. °o Q 0 DOOR TRIM i DRYWALL BOARD DOOR FRAME CAULKING e FASTEN TO BUCK W/ DOOR FRAME SCREWS 0 2' 02 O/ C FASTEN TO BUCK W/ --- DOOR TRIM (2) 16 GALV. x 2' SCREWS @ 2'-0' O/C PERIMETER SEALANT STUCCO FINISH JAMB/HEAD DETAIL (S.G.D.) HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ 1818'1O 12' SCREWS DOOR FRAME CAULKING / SILL W/ / IR x 2 SCREWS FLOOR COVERING 0 2'-O" O/C FLOOR COVERING 0 o GROUT BED CONCRETE SLAB SILL DETAIL (S.G.P,) :ONC. FLOOR SLAB 'ERIMETER CAULKING TUCCO FINISH SILL DETAIL (DOORr NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING,, USING A COMBINATION OF 2x & 1x PRESSURE THE THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER do SM FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. / j ) L1J co a LU W a x W D W U zz J z � - m O z s 0 Oa a--. 4— cn CID O ra -O fu �Q o p @3 Q O .� [0 = 0En C cn CO Ln � Lm L9 'C7 O o fo Co c� E � w O E ::1 O W N N O O [°pip b v0 ru C9 Z CU th in J Z O _ b OC ce O U- w J m Ln Ln LU ce- OC 0 - 141 F . z. __;I W :: LU L! ` 'Lil C-1 w ..G 0 a$ +..0 &4A � ■. �w':l y e /zq CD5 ry1_y I € !so L0 CN Ed a 04 4 F� � LL A Cjn ❑ O U O V ®W_ U E-- LUQ � 1/4" = V-0" U.N.O. ELEVATIONS SECTIONS A-4 SCALE 3/4' = IT ENG. AND APPROVED WOOD TRUSSES SEE TYP, WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS 1/2" DRYWALL OVE SEE TRUSS CONNECTOR NOTE TYPICAL FURRING INSTALL PER. MFR. SPECIFICATIONS SEE PLANk.$_ CONT. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL A5 CONNECTION DETAIL PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP HTW20 FASTEN TO WALL W/NAILS PER SCHEDULE AS READ. FRAME BEARING WALL ELEV. STRAP DBL. TOP PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U STRAP TOP PLATE AND DOWN W/ (6) 10d NAILS (TYPICAL) SIDE WOOD STUDS 0 16" O/C (PER PLAN) iEK SOLID BLOCKING 0 4'-0" O/C VERT. MAX. STRAP BOTTOM PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U STRAP W/ (6) 10d NAIILSD (TYPICCAAL) SIDE 5/8" WEDGE ANCHORS 0 24" O/C AND 6" MAX. FROM OPENINGS W/3"x3"x1/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 4 6 8 10 12 8d 2201 440 6601 880 1100 1320 tOd 265 535 8O0 1065 133JI 1500 A5 CONNECTION DETAIL EXTRA LAYER OF 1 DRYWALL SURROND+ FRAME ARCH TYPICAL FURRING APPLIED TO SHEA77 19132 PLYWOOD A 3 A5 CONNECTION DETAIL (3) 16D TYP. 2 10d TYP. TRUSS REINFORCE VER77CAL MEMBERS OF GABLE END TRUSS W/2x4 T-BRACE AT EA. VERT NAIL w116d NAILS 0 8" OIC PLAN VIEW AT T-BRACE CONNECTION DETAIL CON . 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1 f4 x3" LG. TAPCONS W 12" D/C MAX. AND TO BLOCK OR CONC. W/ HILTI ONI-62-PB 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 20 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) IOd x 1-112" COIL NAILS ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8" O/C 2x4 LADDER FOR O.H. 0 12" 0/C CONT. 2x4 LADDER PLATE ANCHORED TO GE 16" MAX' TRUSS W/ 16d NAILS 0 8" O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT A 4'-0" O/C WALL SHEATHING NAIL PER SCHEDULE ./i -`"— GABLE END FASTEN TO SLEEPER W/ 16d NAILS ® 4" O/C TYPICAL J CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILT] XDNI 2-5/8" LG. 0 6" O/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS 0 EA, TRUSS VERT. WEB (24" 0/C) CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 20 LATERAL BRACING ® 4'-0" O/C F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T LNOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 4 mow; TYP. 0 WALLS 8U8 8F16-0B/1T S. cS2 w z "5 REBAR AT TOP IN. (1) REQ'D 1-1/2- CLEAR .M.U. ROUT 5 REBAR REINFORCING ROVIDED IN LINTEL (VARIES) 7-5/8" ACTUAL " NOMINAL HEIG `f .y 8F16-16/1T 8F24-0B/1T BF24-1B/1T 8F30-1B/1T LOTT'S LINTEL BEAM SCHEDULE 1 B/✓FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALDWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 355 _ 788 247 BF34-1B/1T 2 4'-4" 6490 9 t . _' _ 4033 ? i°r 8RF14-1 B/1 T 3 5'-4" 5809 250 3057 100 BF16-1B/1T 4 7'-6" 2882 250 1548 100 8F16-1B/1T 5 7'-6" 2882 250 _ 1548 100 8F16-1B/1T 6 7'-6" 2882 355 — 1548 — 247 8F16-1B/1T 7 4'-0" 8859 1270 5572 435 8F16-lB/lT 8 3'-6" 10000 1253 9578 436 8F32-1B/1T 9 3'-6" 10000 1253 9578 435 8F32-1B/1T 10 7'-6" 7857 0 3323 0 8F32-1B/1T 11 13'-4" 3250 0 1178 0 8F32-1B/1T 12 10'-6" 1533 423 314 275 8F16-1B/1T 13 9'-4" 2000 250 1027 100 8F16-1B/1T 14 14'-8" 1079 250 -477 100 8F16-1B/1T 15 7'-6" 2882 271 1548 100 8F16-1B/1T 16 7'-6" 2882 946 '548 330 8F16-1B/1T 17 3'-6" 0000 1841 7428 650 8F16-1B/1T 18 5'-4" 5809 840 — 3057 291 8F16-1B/1T 19 7'-6" 7857 355 3323 — _ 247 8F34-1B/1T 20 4'-0" 8859 250 5572 100 8F16-1B/1T 21 4'-D" 8859 250 i572 100 8F16-lB/lT PROJECT LOG ISSUED FOR START 08-02-21 ISSUED FOR PERMIT 08-26-21 LLB co to �..�.w O cm 9 LLJ ti Lu Lu w Z D Z ^ a w w � to Q Lij J � z 0 Q d d ,L_ o O a crp � o M LuCL - -a n0 � �W � c Ln .cl) — rm G = -u c u En aci (� Ln ro c En En V -ulu O o!`1 +� a�` O +� c cn c� c E iu o tq E -m fl'O E = cu a }' °x o �"'�cu0�se C = cu CL (A �- d„} J Al io J u- a O Q U W_ lD ® C.) O Zj uj 2: C~l) 1/4" = 1'-O" U.N.O. STRUCTURAL PLAN A-5 MW = 62 PROJECT LOG ISSUED FOR START 08-02-21 ISSUED FOR PERMIT 08-26-21 TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK Usp CONNECTOR TRUSS 77E-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA 12 (5) 10d x 1-112" - 990 1980 1 670 245 I 490 TC-2 I TA14 ) 10d x 1-1 2' - 12051 2410 1 __Pj 3351 670 1 1245 490 TC-3 1 HT1WM16 8) lod x 1-12' 4) 1 4" x I: j 4' WA6. 1225 - 1225 - 1225 - TC-4 HTA16 9 10d x 1-1 2" - 1870 1 2430 1 710 1 1310 270 1 1215 TC-5 HTW20 20) 1Od x 1-1 2 24 10d x i-1 2' 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAIRCDNS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. DIAPHPAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 2 2R 2N ZONE 3 3R PANEL FRAMING EDGE INTER. __ZONE EDGE PLATER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDARIES REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL SPAN RATING 40 20 191,32 24' OIC MAX. SHANK 6" 0 C SHANK 6' VC SHANK 6" 0 C SHANK 4" 0 C SHANK 4" 0 C SHANK 4- O C SHANK 4` 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN R477NG 40 20 19/32 16' 0/C MAX. 8d RING- SHANK 4' 0 C 8d RING- SHANK 4' O C 8d RING- SHANK 6' O/C NAIL CORNER STUDS AT 4' 01C MAX. TYPICAL BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. WALL EXPOSURE I, OR EQUAL SPAN RATING 32 16 15132 16' O/C MAX. SHANK 6- O C SHANK 6` 0 C SHANK 12' O/C BLOCK FREE EDGES RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER 1NCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH 'OOF NAILING IS IDENTICAL FOR ZONES 2 & 3 607# MAX. 840# MAX. E.E. TC-1 TC-1 _. 0 00 (,.,3 U V Q Q < Q Q Q Q Q Q Q �q Q < Q < < Q Q Hatch Legend II I II II 69 is N [°J CAI 0 Ln rn N ri r 9 < < Q Q CD CD CD OD Lo 00 co 0 m co co 0o co Co CO co Lu 9 w ti w W a a w u z � r z co J W r z o 0- z s a J con ® W (..) o ¢ � oW Ln 1/4" = V-0" U.N.Q. TRUSS PLAN ELECTRICAL SYMBOLS DUPLEX RECEPTACLE SWITCH TELEVISION 14GK 0 DETECTOR ®` EYEBALL AT 12" A.F.F. SINGLE POLE 4 PRE WIRED sD SECURITY T7 USB STATION Q� DUPLEX RECEPTACLE SWITCH 220 RECEPTACLE � FLOOD LIGHTS _R- FP.&L. METER IIB AT BASE �3 V. THREE WAY AT 12' AF.F. DSMOKE ETECTOR o & DISC. HVAC ® BREAKER DUPLEX RECEPTACLE SWITCH THERMOSTAT SMOKE / CARBON PANEL C AT 8" ABV. COUNTER 4 FOUR WAY MONOXIDE DETECTOR O INTERCOM NCH � EXHAUST 0 DUPLEX RECEPTACLE SWITCH I AT 600 A.F.F.EIJDISCONNECT FAN FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET F L EXHAUST FAN ® AT 120 A.F.F. PADDLE FAN W/ LIGHT DUPLEX RECEPTACLE SWITCH W/ OR WO/ LIGHT GFI GROUND FAULT a DIMMER If TELEPHONE OUTLET DR LV DOOR Q� FLUSH IN FLOOR FLUORESCENT RELEASE II TOP REC. SWITCHEDK KEYED SPEAKER FIXTURE CLG. MNTED. Qv VOLUME IN CLG. INCANDESCENT LIGHT I CONTROL KER FIXTURE CEILING MNTED. ®wP DUPLEX RECEPTACLE KECURITY EYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE f1 � FIXTURE WALL. MNTED. h DUPLEX RECEPTACLE 0 JUNCTION SPEAKER FIXTURE LOW VOLTAGE GC UNDER COUNTER BOX HOME RUN ® HI HAT TRANSFORMER CLG. MOUNTED Q INTERCOM ❑C DOOR T CAT6 ® HI HAT FB FAN BOX I STATION T CHIME T HOME RUN VAPOR PROOF IN CLG. ELEC. PANEL 91A" 200 AMP CIRC. DESCRIPTI❑N POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 6 0 0 2 RANGE 2 50 6 12.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 30 10 4.5 0 1 LAUNDRY 1 20 12 1.5 0 1 MICR❑WAVE 1 20 12 1.5 0 1 DISHWASHER/DISP❑SAL 1 20 12 1.2 0 1 REFRIGERAT❑R 1 20 12 1.2 a 3 SMALL APPLIANCE 1 20 12 45 0 1 BATH GFI 1 20 12 1.5 0 10 GEN. LIGHTING 1 15 1 14 7.3 0 4U.e- I y,b I 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 12.08 A/C LOAD AT 65% = 6.24 TOTAL = 28.32 28.32 x 1000/240 = 118.0 AMPS (1) S TS OF (3) 14/0 AWG. THWN IN 2'200 AMP SERVICE ® METER DISC. COMBO PANEL O 200 A 5/8- GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 1,832 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,496 / 10 (GEN.LTG.CIR.) = 549.6 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86' A.F.F. IF APPLICABLE NOTE: GARAGE PUSH BUTTON NOTE: ALL EDGE OF SWITCH PLATES LOCATED ® 60" ABV GARAGE FLOOR TO BE NO LESS THAN 4" FROM 72" MAX. OPENINGS NOTE: ACCEPTABLE SMOKE do CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-91208 C/O—SC912013 KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). ELECTRICAL NOTE: FIELD VERIFY OUTLET DIMENSIONS PRIOR TO INSTALLING CABINETS PHOTO C LL SENSOR N SOFFIT PROJECT LOG ISSUED FOR START OB-02-21 ISSUED FOR PERMIT 08-26-21 Uj Cl)co CP LU a- LU LU z W Z a W LL U LW a❑ z J ¢, Q `� � ~ 2 ., Z 0 O a. Ln t O C � c ra 'v LU ro c" g. O �A0CIO _ .o O a ate--' O GJ = C rn = c .a � a1 rn c mm oG -0 -0 �C- � a� -C) 10c o ro C V E O Q LU O $j O b � � F— O O O SC HU a z � C�7 -0 U� C- Ln r-y FEE t Z O J b oC r�G 2 w m rn Z 2 w 0 LU h� U � A ri Q; © o � Q U O LU U V ❑ J ~ W (~ 1/4" = 1'4" U.N.O. ELECTRICAL PLAN E-1 I I ISSUED FOR START 108-02-211 I I ISSUED FOR PERMIT 108-26-211 2- 1 gumull 04,11mlaw u,"Zo Ari, mf, ------------ 11 cu-� 3-TON rmrwl Ln Ln Q J Ll Lj L— U Z CK— C) LJ (—)D— C) Lf) E)--*' �D 0 N L uj co LusT Li cl: LLj Lu z w z 0 nf LO < z 0 0 CL cD z 0 En 4-J co cn = an ra r- En = -M LLJ C CD- a 0 ul C) 4-J En a) r-- 4--J a 0 0 fu w -m 4-J Ln En is Cl) 0 • f• 4-J E 0 0- 4-1 W 2� • Ln w OJ C) •Lu 0 -S C3. 2: E ::3 - 0 • 0 E� W >0 Ln 74-1 C. • C) aj -45 L- c• u ii ra • ce 9 I C) C) LO 0-4 CN 0 u- LL, U Z:) j Lu 2: Ln 1/4" = 1'-0" U.N.O. d �TMAWM"A PLAN a