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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR PRECON 11-05-19 ISSUED FOR PERMIT 12-02-19 GENERAL NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION. THESE PLANS WERE PREPARED LINTELS AS NECESSARY. (f m - 1500 PSI) 1., PROVIDE 1X2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-OP' O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE;. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTON:THAT THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERT. MAX, AND ALL OTHER LOCATIONS PER R8,C, SECTION 718 SHALL LOCATED METER & PANELS AS REQUIRED, 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. FLORIDA BUILDING CODE. USING THE 2017 FLORIDA RESIDENTIAL 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED, 2. ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/'3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WTH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE BUILDING CODE 6th EDITION GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COUNTY AND ALL APPLICABLE AMENDMENTS. DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 4. REINFORCING: ACCORDINGLY 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WTH THE BUILDING ENVELOPE ENERGY' 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. VERTICAL: 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 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. SHALL DISPLAY LABELS SHOWING COMPUANCE WITH THE F.B.C. CHAPTER 13 ENERGY BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. EFFICIENCY SECTION. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT -BE 4. TRUSS MANUFACTURER. SHALL SUBMIT THREE (B COPIES OF SHOP DRAWINGS AND 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN 4• IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY. WITH SECTION 2411 ENGINEERING SIGNED AND SEALED BY A FLORIDAO REGISTERED ENGINEER, OF THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2017 ADJACENT CELL TO THE VERTICAL WALL REINFORCING. C, VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. 5, PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. BUSSCALCD SIGN THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS.A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY TO 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. & PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT �/ ABBREVIATIONS THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER, `. 6. ALL. DWELLING ROOMS MUST HAVE HVAC RETURNS. R JUMPERS OR RETURNS MAY BE DUCTED , THERE iS ANY. CONFLICT D C OR A DTONAL STRUCTURE NEEDED THE TRUSS COMPANY SHALL RECOMMENDATIONS. T S. ABV ABOVE EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL S REWS D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED THE CA IN TRANSFER GRILLES NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS AHU AIR HANDLER UNIT F.R. FIRE. RATED M.T. METAL THRESHOLD STL. STEEL : 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING'ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT-,.. � SHOWN ON PLANS. B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH '. E, VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN, OF B" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS B.P. Ell PASS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED TO THE TE BEAM PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO '.CONTINUE DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS BLK. BLOCK BLW, BELOW FL. FLOOR GIRDER TRUSS MICRO. MIN. MICROWAVE MINIMUM T.B. THROUGH BOLT UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. BRG. BEARING G.T. GA. GAUGE M.O. MASONRY OPENING T.O. T.O.B.B. THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTAL: 8. ALL INTERIOR LOAD BEARING PARTTONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. BTM.. BOTTOM GALV. GALVANIZED MONO, MONOLITHIC T.O.PL. TOP OF WOOD PLATE BOTTOM EACH STUD, AS PER CODE. CLG, CEILING GF1 GROUND FAULT INTERRUPT MTL. METAL T.O.T.B. TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK "L7 TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 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. CMU CONCRETE MASONRY UNITS COL. COLUMN GL, ONE GLASS GYPSUM WALLBOARD . O.H.D. O/C OVER HEAD DOOR ON CENTER TYP. U.N.O. TYPICAL UNLESS NOTED OTHERWWSE 5. GENERAL- "BB") MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF. TIMBER. CONSTRUCTION. 13: DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. CONIC. CONCRETE GYP. BD, GYPSUM WALLBOARD P.L.F.POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND CSMT. CASEMENT HOT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT. V.I.F.V.I:F. VERIFY IN FIELD STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05 A.S.C.E. / 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. 14. IN ` DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER - DEL DOUBLE HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/TM.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE. AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SHALL SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(0). DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WTH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. DISP.. DISPOSAL ' DP DESIGN PRESSURE HS HVHZ HORIZONTAL SLIDING HIGH VELOCITY HURRICANE ZONE 'PART'N. PKT, PART1IO4 POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- WORK. 9. CARPENTER SHALL BERESPONSIBLE.FOR PROVIDING ADEQUATE BRACING AND BRIDGINGLSED 15. ALL CLOSET LIGHTING SHELL COMPLY WTI NEC SEC. 410.8. DR, DOOR INS. INSULATION PLYWD, PLYWOOD 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. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS DW DISH WASHER EE EACH END INT. - G. I.G. INTERIOR LONG R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10HEADERS FOR FRAMED OPENINGS GREATER THAN 5'-0' A MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP, DETECTORS SHALL BE ELEC. .ELECTRICAL LIN. LINEN S.C. S.G.D. SOLID CORE SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE -NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. ELEV. ELEVATION LT. UGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT, CELL 17, PREWRE FOR GARAGE DOOR OPENER SENSOR. E.S. EACH SIDE L.T. LAUNDRY NB SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3)2X12'S UNLESS OTFLERWSE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND 1, CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 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. REQUIRED FOR ALL 120-VOLT, ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED, FILL ALL MANUF. HOLES ` PRESSURE I PRESSURE A FL-9174,10 R12 9100 CHID 16070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +28.4 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE NCE. 6' FROM END -34.7 PSF B FL-20468.5 WISED PANEL 30a 1 THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +25.3 PSF +50.0 PSF -50.0 PSF DR W/ SIDELITE 4" & 14.5" O/C MAX. SPACING. -27.7 PSF C FL 22401.3 8080 SOD MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +24.3 PSF +55.0 PSF-55.0 PSF 0 12- O/C MAX. SPACING -26.6 PSF 1 FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +26.1 PSF +55.D PSF -55.0 PSF 010" O/C MAX, SPACING & 2" FROM EDGE -28.4 PSF 2 FL 17499.1 SH 38 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ i-1/4' MIN EMBED D.P.- +28,1 PSF - +55.0 PSF 55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -31.1 PSF 3 FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +27.6 PSF +55.0 PSF -55.0 PSF 010" O/C MAX, SPACING & 2" FROM EDGE -30.0 PSF -. 4 FL 17499.1 (2) SH 36 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.=: +24.6 PSF +56.0 PSF -55.0 PSF 5 0 10" O/C MAX. SPACING & 2' FROM EDGE -28.9 PSF 6 FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4- MIN EMBED D.P.=. +26.4 PSF +5 10 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -30.2 PSF 7 FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +27.6 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -30.0 PSF 8 FL 17499.1 SH 35 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +26.4 PSF +55.0 PSF -5&0 PSF ' 0"10' O/C MAX. SPACING & 2" FROM EDGE -28.7 PSF PRODUCT MODEL If MANUF, ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULUONS MAX. 104-1/4" HORIZ. M WINDOWS & DOORS 1/4" TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO. 16-0811.11 GAF 12 GA GALV ROOF NAILS, MIN 3/4" PEN. GAF TIMBERLINE HD SHINGLE (6) NAILS TOTAL PER SHINGLE N/A N/A ROOFING N/A MEMBRANE: 30# FELT N/A N/A UNDERLAYMENT ASTM D-226 #30 FELT BUTTON CAPS 12' GRID, 6" O.C. AT A MIN. 4" HEAD LAP SIDING STUCCO N/A N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO SPACED 0 EVERY HI RIB (4" O/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11, ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. . 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED PLUMBING 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTTIONS MAY BE CONSTRUCTED OF 20 0 24" Q.C. NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WTH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1'LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED 1N ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' Y-GROVE OR DIMPLED. FASTEN TO 2. ALL: PLUMBING FIXTURES SHALL MEET THE OF TABLE REQUIREMENTS 804. F.B.C. Q 3. 3. COLUMN AND WALL SENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERNSE. SUBSTRATE AT 4" O/C AS FOLLOWS; CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11, .OTHERWISE NOTED. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 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 A .ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 6-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT 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. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN. METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28° MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8', MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER. HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS .REINFORCEMENT AT PERIMETER, RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 1-1/2" LONG AND .120' DIAMETER G.N.D. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN, 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN, WHERE SPLICED AND SHALL BE WRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ, BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY NTH ALL SUPERIMPOSED t- ( 1• ALI *A11NG, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL' 'CHAPTER AND 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILINNCRETE CONSTRUCTION AS BY THE REINFORCINGGSTEELFNSTREINORITTUTEUNLESS STEEL NOTES GARAGE NOTES CONCRETE NOTED OTHERWISE,PUBLISHEO 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN-�" 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTH 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, PLATES A-31 LESS'THAN l" (35 MM) THICK, OR 20=MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) ,,va°' PROPOSED SINGLE FAMILY RESIDENCE BY: �A"'OUCTSIN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL ITE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. ..„SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATEQ FROM THE RESIDENCE AND ITS ATTC AREA BY NOT j r�= F ul-) C ( �IJI frig r `4�,''��-1 LESS THAN }" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. (e!% LOAD SCHEDULE ,q � IN' 4. ` LOT 22 17 I 7 10 DESIG P ESSU LOCATION La DEK PARTN TOTAL GROUND FLOOR 40 50 10 tOU SECOND FLOOR 40 15 10 65 ROOF 30 12 0 42 ATTIC 20 10 0 30 1l1m ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WND DESIGN TAKEN AT 10 p.s.f. NQTEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE SYMBOLS LEGEND DRAWING INDEX Q-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 ''LU C I E COUNTY - N R K. FOR EXTERIOR 1 DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY COPYRIGHT 2018 # DETAIL INTERIOR THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE 4 Dwc. 2 FACTORS TO OBTAIN TEST PRESSURES. SCALE ELEVATION Lu 12 m LLI N u J w a LU LL z w Z ^ 0 j N Z o z c ® L a I II � w Ln to p C1 Ln ro 1zo O c y a.116 a = y c fO=� a N� .3 u N'1 -p C V} Ca .2 -0 Q r6 d rO ro ro O N E 0 R i o y O a cn c o c a C=7 Vi OJ o 5C IOU- � _ N (5 c`x O $ 2L 'a 4= 'n LS Z N n a T1 T[ E ol:is e_ a tt5 Q% E o- E y 1 co c ®® t' UI d Q C w CU C:) T. v L 1 o CN o4 L+ � g 3 EVIEWED F R TYPICAL "MI" WINDOWS DETAIL THERMA TRU EXTERIOR DOORS awc. SCALE COLUMN LAcL4 � CODE COMPLIA W ST. LUCIIE COLA i 04 to w N ON ON 52j„1 254„ SH 15 SH 25 SH 35 SH H35 2x P.T. INTERIOR ELEV n F# FOOTING LABEL SECTION, BOCC � owc. SCALE POT SHELF HEIGHT KIM=AS NOTED `a` f 44 a IT SECTION DROP����� HEGHTEAS NOTED •� LJL Gwc. SCALE FFRRS� � Z EORaELEVNGSEE , �1 L0L l j _ PLAN a cl� WOOD BUCK # SCALE MASONRY CONSTRUCTION ❑ O SHOWN TYR TYPICAL V M.O. 20 1/8' M.Q. 38" M.O. 54 1/8' M.O. 27 1/2' M.O. 35 1/4" W M.O. 37 1/4" W M.O. 41 1/4" W M.O. 55 1/2" W M.O. 78 1/2 W z X 99" H X 99' H X 99" H X 99" H X 99' N �� GROUT FILLED CELL SEE 'Q LLI ix, 2x, OR 5/4 BOARD ix,2x, OR 5/4 BOARD .EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB BEAM LABEL ® FOUNDATION PLAN N z P.T. WOOD BUCK P.T, WOOD BUCK N Q u 38" 70° 38" \�" ® ® m m Q REVISION NON -BEARING FRAME I. ��� COpY. OI,. J CONSTRUCTION I_ EDGE OF SLAB / jN� � i], (/) SH 35 "` W BEARING FRAME �.'. � S e \,_ NORTH ARROW CONSTRUCTION � 1/4" = 1'-O" U.N.O. r h 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR M `dry JCS (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) BREAK LINE ELEV BEAM HEIGHT CHANGE DOOR INSTALLATION NOTE DOOR BUCKS USED MAY BE 24, 5/4 BOARD OR 14. " f COVER SH EE I'i 1 1 P. BAY WINDOW CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO E OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ��� GRAPHIC SCALE " 1 �I SCALE: i/6' - P-d' 0'-0 FIN. FL. SLAB FLOOR ELEVATON�\' \,-� ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES 90 L r 2 COLUMN SCHEDULE MARK QTY SIZE TYPE DESCRIPTION Bx8 CONC. BILK. W/1 FULLY GROUTED CELL W/1-#5 VERT. EA. CELL C-1 43 BLOCK ® 8'-0" O/C MAX. OR AS LOCATED ON PLANS C-2 6 8x16 CONIC. BILK. W/2 FULLY GROUTED CELLS W/1-#5 VERT. EA. CELL BLOCK C-3 2 8x12 CONC. BILK. W/1 FULLY GROUTED CELL W/2-#5 VERT. BLOCK FOOTING SCHEDULE 'DETAIL MARK SIZE WXD REINFORCING DESCRIPTION NO. W/2 15 CONT. EXTERIOR MONOLITHIC F-1 20" x 18" BIM. TYPICAL 1 W/2 15 CONT EXTERIOR MONOLITHIC F-2 20' x 18" BTM. 0 RECESS 38 THICKENED EDGE TE-1 10' x DROP x CONT W/115 CONT AT DROP 34 FOOTING TE-2 8" x 8" x CONT. W1115 CONT D SCREEN ENCLOSURE 59 8" MATCHING DOWELS FOR 8' MATCHING DOWELS FOR COLUMN 48 BAR DIA. COLUMN 48 BAR DIA. MIN. WW1TD. HOOKS MIN. W/STD. HOOKS FIBERMESH OR WELDED WIRE MESH Z WELDEDSWI -0R 5 WELDED WIRE MESH TRANSVERSE REBAR w WHERE OCCURS N SEE FOOTING SCHED. TRANSVERSE REBAR WHERE OCCURS SCHED. N SCHED. SCHED. OEXT. CONT. MONOLITHIC 38 EXT. CONT, MONOLITHIC MESH f CONC. POURED FILLED CELL 1-15 CONT. STL_PER PLAN 3" MIN. COVER loll 34 THICKENED EDGE #1 8" 6" OESLAB 0 FILLED ECELL EBAF INTO LOCK MASONRY WALL BEYOND W/ 4' MIN. EMBED. INTO SLAB PAVER RECESS OVERHEAD GARAGE DOOR CONC. BRICK PAVER OHO RECESS - SET IN SAND SLOPE PER SURVEY Lq FOOTING SEE SCHEDULE M1 20' DRIVEWAY /GARAGE INTERSECTION FUTURE FASTENERS BY SCREEN SCREEN MFGR, ENCLOSURE BY SCREEN PAVERS IN SAND CONTRACTOR BY OTHERS FINISH GRADE — 8" x 8" CONT. CONC, FTG, REINFORCE W/ r 1#5 CONT. 59 SCREEN ENCLOSURE FTG. DETAIL FIXTURE SCHEDULE QTY NAME 1 DBL. KIT. SINK 1 DISH WASHER 4 LAV BOWL 3 'SHOWER VALVE 3 TOILET 1 TUB 1 WASHER 48 BAR DIA. SPLICE/ 8"x8" PRECAST �} LINTEL. SEE LINTEL SHOP D WGS t FILL COLUMNS AND LINTEL SOLID W/ GROUT 8'x8" FILLED CELLS W/ 5 VERT. RIT.' TYPICAL DETAIL LINTEL ON COLUMN TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN MISSED COLUMN STL. DETAIL :ONC. SLAB & IONOLITHIC FOUNDATION PER PLAN 14'-4" I 21'-4" I 14'-4' 7'-2" 7'-2" 7--0° 14'-4" 7'-2" 7'-2" L 4 HEAD® 5 HB C2 6 HE D 0 8' 0" a' -a" L F1 I a N � I F1 I o PAVERS o i L I I I • I F1 I • s'_s• 5_e" • � F1 I C2 VHSA �� C2 j L-------------------------------- -� I I I F1 I F1 I I j II II I I • I I P7070 I •8'-51/2' I 13'-10" 4'-8° I I �I FORM SHOWER PAN_i 1 1/2" URGER ON ALL SIDES THAN ACTUAL — — — L — _-.3 0'-0" FIN. FLOOR SLAB t-1h FINISHED SHOWN HERE • ° �- PROVIDE ELEC. I I • & PLUMB TO r I ISLAND NOTE: i • ALL FOOTINGS ARE F1 U.N.O. O 0I ALL COLUMNS ARE C1 U.N.O. I • 10"\ L-- — \ \� ° 18'-10 1/2" 5'-1 1/2" 4'-1-1 3 p• t�=i_i�FFm5i r FORM SHOWER PAN Zti I II L _ Ji — — _J 1 1 SIDESARGER THAN ACTUON AL — — SLAB \ \ \ �A/CECON CONDUIT \�\/ I • FINISHED DIMS. I ( ° J • I i SHOWN HERE TE-I \ L- - - - - - \ \� I • • le " 4� , I � � I � 't� F1 I I • I- C3 NOTE: FORN GARAGE SIDE DEMISING WALL a RECESS 1 1/2" SMALLER THAN ACTUAL • D"' I FINISiED DIMS SHOWN HERE I f C3 w B FP a �I I F1 I '� 20'-0" • L-------------------------J o I Q I • 8'-0° 2 8'-0° P FTG COLUM • I I' I 8" W X 5-)f D RECES ELECT, FOR PAVERS (FOOTIN T, & �HASt • I DEPTH MEASURED FR0 FRAMEF,,-OUT BOTTOM OF RECESS) W SEE DTL. SHEET A-2 a 6" W X 3/4" D RECESSII I BEHIND (SLOPE) I A —F1 — — - — — — - J A4 • •• •• • C2 D U C2 2'-0" J, 5'-4" 2'-8" 16'-0" 2'-8" 21'-4" 21'-4" 50'-O° PROJECT LOG ISSUED FOR PRECON I 11.05.19 ISSUED FOR PERMIT 12.02.19 W W uJ w ? FA z Z O ti3 w 0 Z C t a 0 � cano E C O N 's t=9 =p W Q On =O 0 0�`��' n m_-0 12 c o,- ca=3 c c n $ E.� o� E 9$ =o vj N d O SL _ •. . w E u `° O � Q v LS ai i.. ..f: 001 O C — c u C: r LO T C4 N i r. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUN BOCC !t � Lu j F I LI Z �, �. � U o O z < U-1 Z ~u ['V = J i m LJ 1/4" = V-0" U.N.O. FOUNDATION A_1 K; ° 27: 11 a - PROJECT LOG SCORED STUCCO W/ q- ISSUED FOR PRECON 11.05.19 8" DIAGONAL SPACING 12 (NO OPENING) "�' �6 ISSUED FOR PERMIT 13.02-19 17 ASPHALT SHINGLES, TYP. I_ SCORED STUCCO W/ 8" DIAGONAL SPACING a - 5,0" a = 5.0" 13'-8" T.O.G.T. 1'-1O" MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. PROVIDE CEMENTITOUS FINISH PRIOR TO METER INSTALL OD.P.= +26.1 PSF -31.1 PSF --II � ICI ICI I�II�II�II�II ' .. �I ICI ICI ICI lol ICI ICI ICI ICI ICI II'I�� ICI ICI ICI ICI ICI ICI ICI ICI S'I 11�111�111-111�I�I�I�I�I�I�II 1�1 �I MUM lllmlllmlll�pl�lll�ll D,P.= +26,1 PSF -28.4 PSF DECORATIVE CEMENTITOUS FINISH v REAR ELEVATION ON BLOCK WALLS, Tr. D,P - +26.4 PSF .-28.7 PSF MEDIUM TEXTURE v DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. ASPHALT SHINGLES, TYP. �12 "MI6 aOP 7 D P +30.6 PSF PSF RIGHT ELEVATION - CLASSIC 9-4" T,O,B,B. 9'-4" T,O.B.B. 0'-0" FIN. FL. SLAB W w J � L- w d LLI LL LL Z W Z � � J N i N WmW -i y, z o 0 c v coLn y > o�W ro o_ao 0 ol o n ; ' s a� s N7F).0?-- rn +� c as-a-0 o cm a { a m $+� aj acid co c cn w E � $ a Z N= O �d Cu_ ~ o cm c U O U ul N W c0 = i+ Z ra i5 L9 E , 0 w a ol:r ' N �s) Lo k 4 V C > YP H a. a 0 Fit V.J c: Lo N z I o s Col E`er. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 9'-4" T.O.B.B. lqvd' u- FILEOPlI w a 0 0 aW a u 0'-0" FIN. FL. SLAB 0 = F- J m I Cn 1/4" = 1'-O" U.NA. r ELEVATIONS A-3 I "c :;I=nF? 9 (Ovgalprtol ea ftFh Oftli M Ya7E4iry kiallafa Product Submittal Sheet ylcorp com1 8000 NW 72th Purr P 305.477.64U Clarkwe,sternOietrir,hBuiidpmg-111,UC 1INiami, ilorNa 00 I P306.477:A106 Soft Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. ` ~" C858-300V 518, 3" wide writ (one pil 5" overall width, perforated Flanges 15 3" Soffit Vents- Congruous ona-piece Soffit Vent With ronfodngir 16 key Intoetuoe4Jamp;plaster. Vent Clips are prici to connect Seffll Vent and to assist in alignment. Vent area: 15 square Inch" per linealft Gaulle all intersactical dindjofnts, ends and corners al time of installation. Vb. A'mi n-. Cxmr'it'D'ret. cp-jka.a ft] 2,P£_.': Product Submittal Sheet vlrrycor om 3WO Nw ,r l .. Olarkwe6terrt Dietrich Building SystameLLC R iam[, Luuz 'J106 s(v 1 >. Mid Well (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. K m�"h 1 "• ,. �.a�s-- >iu a "m rrf F:n:+,. 'a�?><•. `' 1578501E 7/8'A/2" 3-12 sotto flange 3/4" perforated flange a H Mid Wall Control Jointe-De9lgnod to relieve strews and assist in controlling pecks In e[terior wall finish Intersections of 7s available US Patent Number 7,767,460 Caulk all Intersections, butt joints ends and corners at time of installation. ' ATTIC VENT CALCULATION: I IN) ROOF AREA CALCULATED 0 2806 (SQ.FT.) x 144 - 404,064 SQ IN. / 150 = 2,694 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (180 LF) VENT = 2,700 SQ, IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS COMPOSITE (ASPHALT) SHINGLES - OVER ASTM D-226 130 FELT ATTACH SHINGLES TO ROOF DECKING PER MANUFACTURER SPECS (PLYWD. SUBSTRATE - BEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES - 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN/ ELEV, GALL! R. DRIP M ON 1X2 P. T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMEN77TOUS FINISH ON METAL LATH ATTACHED TO LEDGER & 2x4 BLOCKING W/ 3 CONTINUOUS VENTS AT ALL SIDES (TRUSS CO. 70 PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORA77W CEMEN77TOUS FINISH OVER B" CONC BLOCK DO NOT EXCEED 5/8" THICK R 4.1 R-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB to tr 12 6 INSULA 1ION PER ENERGY CALC. Y RAT RUNS PER TRUSS MANE. " 5/8" DRYWALL OR 1/2" "TOUGHROCK" (OR EQUAL) APPLIED TO o UNDERSIDE OF TRUSSES FIRE STOP CONT. 8'x16" MASONRY BOND BEAM W/ 11/5 CONT TOP & BOT - FILL W/ CONC. CONT. METAL POUR STOP 1/2" DRYWALL 1X2 P. I. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC, FOOTING SEE FOUNDATION PLAN TYPICAL WALL SECTION SCALE 3/4" = 1'0" ASPHALT SHINGLES, TYP. O=D.0 h C=5.0' o 2 -0" STUCCO ATTACHED TO ME] ATTACHED TO UNDERSIDE OF RAT RUNS PER TRUS (MAX OD.P.= -30.0 PSF LEFT ELEVATION 9'-4" T.O.B.B. AI 0'-0_ FIN. FL. SLAB - CLASSIC 13'-8" T.O.G.T Z PL. 91 T.O.B.B. AII PROJECT LOG ISSUED FOR PRECON 11.05.19 ISSUED POP, PERMIT 112-02-19 L^^IJ L1J at WUJN l lIJ J J = r z LLl y o°Ji M LL LL W z z Z ly 3 il a y m pop $ J Q Oa .-, � mw C of c v1 s -0 Ln c to 75 =O a Q O O C Oe In C Y _ . ' 1in a En 0 Al co 8=E MW +' c E_� $ (V= FE cn c o c p d C=7 CuLn $i o a ca am4 biQIn O fl, —_ `' ' a�l Q � VY Lo E O 0'-0" FIN. FL. SLAB alCD saina9ri Y SECTION A -A - CLASSIC °° r = a a.. v s N pro to 4 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 TREATED LUMBER, RE IEWED FOR THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. CODE 1x2 MIN. P.T.BUCK SET IN L CIE COUNTY ALUMINUM FRAME, FASTEN STUCCO FINISH CONC. OR MASONRY TO STRUCTURE THRU BUCK SEALANT AND NAILED W/ BOCC W/ 3/16" TAPCON SCREWS IT CASE HARDENED COIL PERIMETER SEALANT r " '...NAILS AT 12" O/C. MAX. CONC. OR MASONRY 2x6 P.T. BUCK RIPPED ® 12 0/C. MIN. 1-1/4 EMB D TO WIDTH OF DOOR JAM C. OR MASONRY 14 PJ, BUCK SET IN SET IN SEALANT FASTEN PERIMETER SEALANT V— SEALANT AND NAILED W/ 1/4" DIA. x 3-1/4" FILE CO pIly STUCCO FINISH 06 o . g W/1-1/2" CASE HARDENEI TAPCONS 3" FROM E.E. qo COIL NAILS AT 12' 0/C. ,OOo ,.o AND 12" 0/C MAX all CONC. OR MASONRY o 8O .0 MAX. o 00 .00 1x2 MIN. P.T. BUCK SET IN DRYWALL BOARD DOOR TRIM J SEALANT AND NAILED CAULKING L.I LL W/1-1/2" CASE HARDENED F—ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME iCon o COIL NAILS AT 12" 0/C. TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W/ LLI "CONTRACTOR TO APPLY TO ALL SIDES MAX. W/ 3�18" TAPCON SCREWS DOOR FRAME S2C) 111 GA 2'--0?0/C M..� > 2' OF MASONRY OPENING INCLUDING HEADER 0 12' 0/C. MIN. 1-1/4" EMB D 1— 11 z AND JAMBS PER FBC 2017 703.4 DRYWALL BOARD FASTEN TO BUCK W/ p[ FASTENERS AS REQUIRED " BY WINDOW MANUFACTURER FLASHING APPLIED FLEXIBLE CONCRETE .CAULKING 'PERIMETER SEALANTTil (2) 3/16"x2-1/2 TAPCON DOOR TRIM � V d MARBLE SILL CAULK FLASHING WATER PROOF PRODUCT To STUCCO FINISH SCREWS 0 2'-0" O/C PERIMETER SEALANT U WE All714 JAMB DETAIL (WINDOW) STUCCO FINISH z W_ CONCRETEAAPPLY DIRECTLY IREC EeTI°OAlCLEE CLEAN HEAD DETAIL {WINDOW) JAMB/HEAD DETAIL (S.G.D.) N CAULK SEAM AT WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) U MORTAR OR :'" WINDOW INSTALLATION • : CONC. COLUMN :. GROUT ,- U WEATHER STRIPPING n^nb HRESHOLD SET 4 I DRYWALL •'r A 4e :: a a ' a I SET SILL IN FULL MORTAR BED AND HEAD JOINT A. SNCCO OR DECORATIVE 4 : .�CEMENDTTOUS COATING " " 3/4 FURRING TO MASONRY WALL 4 ' 8" C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION TYPICAL IN6152TALLATION WINDOW ASSEMBLY BY DOOR All ALUMINUM FRAME DOOR FRAME FASTEN N BED OF CAULK & CO � GARAGE DOOR SECURE FRAME TO SILL TO BUCK Al 3/16"x FASTENED TO SILL W/ WITH SILICONE 72-1/2" TAPCON #0 x 1 1/2" SCREWS 1/4" = 1'-0h U.N.O. GALV. STL. VERT. TRACK " M 18" O/C BY MANF. FASTENED TO CAULKING SCREWS 0 2-0 O/C TRACK BRACKETS W/ oPERIMETER SEALANT ELEVATIONS Et 1/4"-2Ox1/2" CARRIAGE FLOOR COVERING FLOOR COVERING BOLTS & LOCK NUTS OOo .0q- GALV. SR. TRACK 0 :Oa n SECTIONS o 0 .OQ0 n 0 BRACKETS FASTENED o o ° o `hp O 'b ^ TO WOOD JAMB'W/ 600 e° O � � � •o f 3/16 x1-1/4" LAG SCREWS PRECAST OR POURED /� -� SILL W/ 15 BAR r� 1x8 RT ATTACHED TO GROUT BED C C. FLOOR B::: - IF GARAGE DOOR VERTICAL REINFORCEMENT MANU.'s METHOD OF COLUMN W/ 5/8".WED GE PERIMETER SEALANT REQUIRED, ADD (1) A.B. TO EACH SIDE OF THE CONCRETE SLAB ERIMETER S ALA PR17 AIL MEN SV8 ANCHORS ®2'-00/C VERT. STUCCO Fl H W1 Cal NHEH SUBMITTED 8 MAX FROM ENDS) AND (WINDOW) SILL DETAIL ` BRACKET THRU THE HORIZONTAL 2X P.L HEADER, W cOMPiETEINSTRucnONs ("" SILL DETAIL WINDOW 2 FROM INSIDE EDGE OF 2X8 (S"G"D") SILL DET IL - e/ 4" MIN: EMBED MAX. 8" FROM EACH SIDE OF THE ( n �RIO BRACKET.JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2s > "LOTTS" LINTEL BEAM SCHEDULE 1B FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2106 250 788 100 8F34-1B/1T 2 5'-4" 5809 250 3057 100 8F16-16/1T 3 3'-6" 10000 250 7428 100 8F16-18/7 4 5'-4° 5809 250 3057 100 81716-18/1T I 24'-0" 546 250 251 100 8F16-18/1T 6 9'-4" 2000 815 1027 115 8F16-iB/1T 7 10'-6" 1664 250 830 100 8F16-18/1T 8 3'-6" 10000 250 7428 100 8F16-18/1T 9 5'-4" 5809 250 3057 100 1 8F16-18/1T 10 1 5'-4" 1 5809 250 1 3057 100 1 BF16-113/1T 11 1 5'-10" 1 3589 728 1 2183 105 1 8RF14-1B/1T ENG. AND APPROVED WOOD TRUSSS SEE TYP. WALL SEC710N FOR ACTUAL HEEL AND OVERHANG COND177ONS SEE TRUSS CONNECTOR N07E INSTALL PER. MFR. SPECIFICA77ONS SEE PLAN CONT. MASONRY BOND BEAM CONT. POUR STOP 8" CMU WALL A5 CONNECTION DETAIL �1044 / PRE ENGINEERED TRUSS r x<s DROP LEG BY TRUSS MANUFACTURER SEE TRUSS CONNECTOR SCHEDULE CONCRETE OR MASONRY BEAM TYPICAL ISED WALLS ONLY 'ION DETAIL 5/8' ROOF SHEATHING W/ 10d NAILS 0 4" O/C INTO 20 SP BLOCKING PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTIONS ACTUAL HEEL AND OVERHANG CONDITIONS J IN w (1) "USP RT22T" STRAP. FASTEN TO DBL. TOP PL. W/ (7-10d) NAILS EA. SIDE STRAP DEL. TOP PLATE TO STUDS W/ USP "SPTH6" U-STRAP OVER TOP PLATE AND DOWN EACH SIDE W/ (6) 10d NAILS (TYPICAL) 2x6 STUDS 0 16" O/C USP MSTA 21 STRAP EA. STUD NAIL W/(8) 10D NAILS AND TO TIE/BOND BEAM W/ W/(3) 1/4"X2-1/4" TAPCONS 5/8p WEDGE ANCHORS ® 24" 1 W/3 x3 x1l4 STEEL WASHERS EMBED (4 ) MIN. TIE BEAM OR BOND BEAM SEE TYPICAL TRUSS CONNECTION DETAIL FOR TRUSSES BEYOND A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 J/TRUSS UPLIFT a. F = FILLED WITH GROUT / U = UNFILLED ° a QUANTITY OF #5 REBAR AT a BOTTOM OF LINTEL CAVITY kn o 05 REBAR AT TOP MIN. (1) REQ'D T-1/2" CLEAR C.M.U. Z GROUT 8F16-1 B/1 T a #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) NOMINAL HEIGHT QUANTITY OF #5 5 NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTT " NOMINAL HI 5• Y"Ig TYP. M WALLS BUB 8F16-OR/1T BF1R-1R/1T 804-OR, NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24' 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CDNC. TIE BEAM OR MASONRY BOND BEAM INTO BEAM N W/ R 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# a5 CONNECTION DETAIL CONT 2x4 VERT. 0 2'-0' O/C NAL TO TRUSS W/ (3) 16d NAILS 19132 EXT. PLYWO. SHEATHING NAIL PER DIAPHARCM SCHEDULE H----1L VIEW W/ (3) 1Gd RIIT. NAILS. TO VER VIEW 19132 EXT. PLYW OO SHEATHING BOTTOM SECTION WCONNECTION DETAIL PROJECT LOG ISSUED FOR PRECON I1-05-19 ISSUED FOR PERMIT 12-02-19 w I� WO $ J N W W a ro a W LL Li J J U W W Z y N o a' Z O N � O C_ cn L C NN O W G SA N _ '& d N +�+ (NCO = C Ln Ln mo i '�p cu V%. N C L n n-:-"o Zu rco g a c M y E po ro 2 E L E C 67 0 > � F- 0 to me c pC=7 uiif3E�a m O 2'0 yc C�7 Z of v V y d LJJ Lo b d .i V c G CD {u ;. `_ a L l^q r N T`a REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC U LL 0 c Lu FILE [`no, a 0 in O z u Q 'w fV < J i 1/4" = 1'•0" U.N.O. FRAMING A' f'`5 152# MAX. TC-1 PROJECT LOG ISSUED FOR PRECON SILOS ISSUED FOR PERMIT 12-02 1161# IC-2 2295 (2) T 663# TC-1 i l qk . cY -y9� �Gi vs,�- Ch Ln ti f` f` I ti ti r` � � � t` � � f` f` � � � h+ � I J11 _ 1 Q - N H Q 0)w 13 w 9 -4 00 J CLG. 5 � I I I 565# MAX. E.E. B1 1972 MAX, 382# MAX. 458# MAX. E.E. 363# MAX. 1972 MAX. I 2 TC-1 �A �� MAX. ' - 1 TC-1 TC-1 T1 C-1 1 2 - I NMI1 1161# MAX. I. C A C I TC-2 I J rn ao o M. yYVCN 7 00 c Lid � � a a a a a a a a...a a s a a a a a a I 7 J .. .. .. .. . JI 7 . . . . I J' 7 .......... 1 J 7 I I I I J I 7 9 -4 _ n 'r 9 4 L' IIII'I . I CLG. CLG. CLG. I .. 17 1 7 6 I J I 7 I I � I I I LJ c 7 . .. J1 1 7 I I I I JI 7 I V. I d I J g'-4" 7 CLG. V8 0 -4° J LG. 2 7 1 V .2. J MV4 MV4 17 I I V 6. J MV6 a< Q< I MV 7 N N I • V 0. 1 J I V8 N o o MV 7 N V24 N ; 7 HV1 MV1 # MAX. C A A A A C 2086# MAX. D 6 MAx. E.E. 13 -8 E1 w 1 2 Tc-2 4„ CLG. < T I J CLG. c�s� J3 E1 I N U 9 _4,, 1 w M I LJ J1 J EZ CLG. ¢ i 1 I p 1A N U -r 2 ---- --- --- ---- --- --- -- --- ---- F1- GA � � I 565 MAX. E.. I 3 G 87# MAX. USP HTW2 lq5 78# MAX. `'� ci J I o 3 )C n U TC-1 P! ~ < � h` 1- 00 x 00 J1 tov) 1 i c/N \ 95# MAX. J INDICATES LEFT END OF TRUSS TC-1 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 91_4„ TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED (Simpson) or (Usp) ( HUS26 (3) HUS26 HGUS26-2 © THDH26-2 HGUS28-2 ©"THDH28-2 a LUS24 QH THD46 (B CONNECTION BY BUILDER ALL WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 r a I r., EnY" •.z zki' Mf6lAlfi lR10 maau wu zu ' gi n.�w ) � ' . �. @ �,� go �_ MISMRL RO �A (pj Hi1'. I. t40Y14 bjNN•2x Y 3c� II TYP, MISSED STRAP DETAIL _ NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 12" 12' TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CLIPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL n a 8 LLI d =LLF J Z W Z 5 y W = o Q o Z O a 0 % "- C C1 L C C C C co �- a O OR Lm O '0 3 �� �,�Ln ctn ]G .0 . Q3 C QTW n a YJ o E c N c �f°� 9 c '� o cd cu z E '0 O $ 2L� Z UI Ln 'I WED FOR COMPLIANCE 1E COUNTY Q4C 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-15. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED, 3) USE GALVANIZED NAILS OR WOOD ,�dl LLJ ?� SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. F� l A a EDGE STRIP DEFINED AS THE LESSER OF 10% TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND..LOAD (Fi) MARK USP CONNECTOR TRUSS 7IE-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DO TC-1 TA12 5 10d x 1-112' - 990 1980 1 335 # 670 # 245 TC-2 TA14 7 10d x 1-12' - 1205 # 2410 1 335 j 670 1 245 TC-3 HTW111416 fj8jOd x 1-112' (4) 1 4' x 1-314' WAR 1225 # - 1225 1 - 1225 f- 7C-4 HTAi6 9 10d x 1-12' - 1870 1 2430 d 1 710 1 13101 270 1 1215 TC-5 HTW20 (20) 10d x 1-1" (24) 10d x 1-1/2* 1530 1 - - - - - RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION of BUILDING AND AT LEAST 3 FT [V N2 Z Q Z 1. 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0,012 OVER SHANK DIAMETER 23 I 16 TO 20 RINGS PER INCH4. V�i 0,280 INCH FULL ROUND HEAD DIAMETER J co 5. 2 INCH NAIL LENGTH 1/4" = 1' 0" U.N.O. DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL 24' 0/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40120 19 32" MAX. 6" 0 C 6' 0 C 6" 0 C 6' 0 C 6" 0 C 4' C C 4' 0 C SHOWN ON PLAN APA RATED SHEATHING 8d RING- 6d RING- 8d RING- NAIL CORNER STUDS EXT. EXPOSURE 1, OR EQUAL 16" 0/C SHANK SHANK SHANK AT 4" 0/C MAX. TYPICAL WALL SPAN RA77NG 40120 19/32 MAX 4" 0 C 4' O C 6' 0 C BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. EXPOSURE I, OR EQUAL 16" 0/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATING 32 16 15/32 MAX. 6" 0 C 6' 0 C 12" 0 C EDGES ---- ----� O 2 BRACING r------- —7 I J-- / = -- I A_b NOTE: SEE DIAPHRAGM 2 2- SCHEDULE FOR ROOF ZONE ( / - NAILING REQUIREMENTS. - ROOF ZONE DIAGRAM ELECTRICAL SYMBOLS Q� II DUPLEX RECEPTACLE AT 12" A.F.F. $ I SWITCH SINGLE POLE Q TELEVISION JACK PRE WIRED E) j>Q NEST DETECTOR SECURITY ® RECESSED EYEBALL usBUSB STATION IIB a DUPLEX BASE RECEPTACLE DUPLEX RECEPTACLE AT 8" ABV COUNTER T3 $ T4 W TCH HWAY SWITCH FOUR WAY If Q I 220AT 1 V. RECEPTACLE HVAC THERMOSTAT Zl SD S � E LIGHTS DETECTOR SMOKE CARBON MONOXIDE DETECTOR F.P.&Lr METER 8 & DISC. BREAKER ® PANEL Q INTERCOM EXHAUST DUPLEX RECEPTACLE $ SWITCH AT 60" A.F.F. 1 DISCONNECTSWITCHFAN FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET p L EXHAUST FAN DUPLEX RECEPTACLE SWITCH ® AT 12" A.F.F. PADDLE FAN W/ LIGHT Q�cFI $ W/ OR WO/ LIGHT GROUND FAULT D DIMMER TELEPHONE OUTLET R LV DOOR FLUSH IN FLOOR FLUORESCENT RELEASE Q� DUPLEX RECEPTACLE $ SWITCH SPEAKER FIXTURE CLG. MINTED. y VOLUME TOP REC. SWITCHED TK KEYED ® IN CLG INCANDESCENT LIGHT CONTROL Q�cFI DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. pUADRUPLEX II WATERPROOF KEYPAD - WALL OUTLET INAT LIGHT RECEPTACLE FIXTURE WALL 1S DUPLEX RECEPTACLE u JUNC71ON SPEAKER H1 HAT LOW VOLTAGE IIUC UNDER COUNTER BOX T HOME RUN ® CLG MOUNTED rR TRANSFORMER O INTERCOM p DOOR CAT5 HI HAT FB FAN BOX STATION I CHIME HOME RUN VAPOR PROOF IN CLG HB ELECTRICAL SCHEDULE CITY NAME 2 CDUP_RECEPT 9 CGFI_RECEPT 2 DED_RECEPT 1 DOOR CHIME 3 DUP220_RECEPT 28 DUP-RECEPT 4 EXHAUST FAN 6 FAN BOX 5 FLOUR. CLG. FIX. 1 7 GARAGE OPENER GF1_RECEPT 25 HI HAT 2 HI HAT_VP 1 HVAC STAT 6 INCAN. CLG. FIX. 3 INCAN. WALL FIX. 4 SD 3 SDCM 6 SDUP_RECEPT 33 SWITCH 2 SWITCH DISCONNECT 8 SWITCH-3-WAY 6 TV 1 UCDUP_RECEPT 1 USBDUP_RECEPT 4 WPDUP_RECEPT NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL —RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O-SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: ALL EDGE OF SWTCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA Plans are Prepared for the Builder and not Pry Planned or Future user / Home owner of the Subject Property and ally Modifications, Deletions and other Changes Authorized by CHO Homes Corporation or other CHO 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. ELEC. PANEL "UNIT A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 20 6 10.0 0 1 WALL OVEN 2 50 8 10.0 0 1 DRYER 2 30 10 FO 0 1 WATER HEATER 2 25 10. 4.5 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5' 0 1' DISHWASHER 1 20 12 1.2 1 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 1 20 12 1.5 0 9 GEN, LIGHTING 1 15 14 6.1 0 47 9.6 1 st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.80 A/C LOAD AT 65% = 6.24 TOTAL = 31.04 x 1000/240 = 129,3 AMPS b DI ING ---------------------------- ---------------------------- COV. PATIO U­ . ELEC RICAL NOTE, FIELD RIFY OUTLET S so DIMENSIONS PRIOR TO �" INSTALLING CABINETS 1� IN OR I — r 7 ER WIC Z N D J GREAT ROOM O GFl OENTER SU FACE�I OUTLET MO D L _ AIR i KITCHEN a N _= c 71 • — ° I PANT Y M" r GFI, II BA 0 ° TILITY -- -- BA 3 FI F YER SD SD — BE Roo CALCULATION NOTES; A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. / \ B. GENERAL LIGHTING CALCULATED 0 1841(SQ.FT.) x 3 / (WATTS/SQ.FT.) = 5532 / 9 (GEN.LTG.CIR.) = 613 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALCS. ONLY. 1 SETS OF 3 0 AWG THWIJ r i c) ,r�i IN 2" CONDUIT 200 AMP SERVICE ❑ METER DISC. COMBO "A" O PANEL 200 A 518" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCING BAR IN THE FOUNDATION 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM � o L_ R00 3 \ • D00 ELL A%I,�STER SU� BFrDRO 4 pUL DN'STAIR L I VON T.� \ OV. ENTR TWO BAY GARAGE JGFI ELECT. & �HASE FRAM —OUT SEE DTL SHEE A-2 m PROJECT LOG ISSUED FOR PRECON 11'r0S•19 ISSUED FOR PERMIT 12-02.19 Uj LU w a ? ty w Z Z g 3 y LL w F m 0 o Z Oa 0 `� � a C C N 'O rCCI LU nn�' 0 CCM n c0� m ci � ro = O a' 3 CUY"'� 's m i - � �O °u� o CL No3 o m m o E WE = c a� 78 E c— _ y 9+- _ FD o u 15- z 'u `o E ee — 0 Li Ln a)4T WC �— Lr1 0 ® .0 U 0 1 m 7O 0 Cs a c C�a C 0a r— vrk .- 0 � A�1 �04 REVIEWED FOR IRRIGATION P MP CODE COMPLIANCE & TIMER ST. LUCIE COUNTY BOCC LL con a > FILE COPY c� o 0 Z U Q LU Z U N = J ON PHOTO CELL ' F- U m Lr) 1/4" = P-O" U.N.O. ELECTRICAL E-1 q AVV KITCHEN 2 DW KIT 2 WO TUB>- 3' LAV CO 2" AW BATH2 „" `�r�l 3„ BATH 3 PLUMBING RISER DIAGRAM LAV 2' 2" SHWR MASTER BATH REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY s0CC F ejf sl i` !� •�f4�z SNV1d 31VOS lON Oa �31003 /M NOISN31X3 d3nbd '1 o Cm< �.i 0mO P' rly 0 0 m nZDp n n m s