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HomeMy WebLinkAboutBUILDING SITE PLAN - FILE COPYFILE COPY GENERAL NOTES 1. THIS PLANS WERE PREPARE USING THE 2017 FLORIDA BUILDING CODE 6TH 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 NOTE, COMPLY WTH 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 MONITERE THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING COD AHU AIR HANDLER UNIT F.R. FIRE RATE B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLW BELOW G.T. GIRDER TRUSS BRO. BEARING GA, GAUGE BTM. BOTTOM GALV. GALVANIZE CLG CEILING OFl ROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL. GLASS COL COLUMN GOB GYPSUM WALLBOARD CRC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DEL DOUBLE HPS. 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. LIOHT E.S. EACH SIDE LT. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS R E ASTM C 00-90. ASTM GRADES NI R NIT. PROVIDE PRECAST LINTELS AS NECESSARY. {fm = 1500 PSI) 1. PROVIDE 1 P.T. HORIZONTAL 0 BUNG WALL INTERSECTIONS OR 8'-0' 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECIRIC PROVIDER THE LOCATION OF SERVICE AND N OTHER PER . SECTION 718 MAX AND ALL OTHER C SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATE METER & PANELS AS REQUIRE. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. ANDPARS A 2. ALL GLAZING WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERS. 2. AL 2. ALL WIRE SHALL BE 7HHN COPPER, UNLESS NOTED OTHERWISE USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BEFILLED W/ 3000 PSI EA ALL WINDOWS ORGLASS ENCLOSURES AT ORWITHIN 36" OF TUBS AND SHOWERS WTH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN 3. WHERE REQUIRED BY OTHER CODS, SHALL BE RAVEL 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 SERVICE AND FEEDER CONDUCTORS DOORS AND FD4H DOORS SHALL BE TEMPERED. RECORD WHOMUST REVIEW PROPOSE CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 4. REINFORCING: 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE IWTHCUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY R NON METALLIC SHEATHE CABLE. VERTICAL, EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' ODE AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OR 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 19t FLOOR WNDOW& THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRAD SO). BOTTOM R THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE. IT SHALL NOT BE 4. IN AREAS THAN (LASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN VOUCH IT IS N N ENGINEERING CALCULATIONS SIGNS AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL RENFORCNG THE NES THICKNESS OF F.B.C. AS TIME MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• FRONDED DISCONNECT SOUTH OR SIZE AS REQUIRED BY LOAD AND UNITS. C VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY TIME RELIEVEST AND IN NO WAY OF HIS ARCHITECA SS FAR AT AT 8. PROVIDE SFR AND AS THE MASONRY. TRUCTURE. ITY F PROVIDE LAYOUT THAT FULL NTE INTEGRATES THE ARCHITECTS SUPERSACTURER PUMPS NOT MSIBLEM CIRCUTLBRANER PANEL PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFUCT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. M.C. MEDICARE CABINET SONS SHELL' METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATE ON THE PLAN AND AS INDICATED IN THE TRANSFER TRNSFTR GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL STEEL 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC NU AND MISC. EQUIPMENT. SHOWN ON PLANS. MAX. MAXIMUM SW SOUTH E VERTICAL REINFORCING EACH SD OF NY OPENING, IF REQUIRE, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS MFR. MANUFACTURER TEMP. TEMPERED THE TIE BEAM. UNITS S SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10.ELECTRICAL RES TRIM AND APPLIANCES SHALL BE UL APPROVE AND AS MICRO. MICROWAVE T.B. THROUGH BOLT CTO ONTINUE UNINTERRUPTED. BUILDER. MIN. MINIMUM T.O. THROUGH OUT BEAM SCHEDULE NOTES S. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTS WITH CUPS, TOP AND M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL, BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MIL MONOLITHIC METAL T.O.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT STALL BE PROVIDED AS SCHEDULED IN THE BEAU SCHEDULE NO, LL COMPOSITE UNTEL (MARK 'L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 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. O.H.D./COVER 0/C HEAD DOOR ON CENTER TYPTYPICAL U.N.O.ULUNLESS NOTED OTHERWISE 5 GENERAL: 'BB') MANUAL" AS PUBLISHED BY THE AMERICN INSTITUTE OF TIMBER CONSTRUCTION. I& DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. P.L.F. POUNDS PER LINEAR FOOT UNDERWRITERS LABORATORIES FIELD A. STRUCTURAL DESIGN IS N ACCORDANCE WITH A.C.I. f AS.C.E. 2. ALL BOND BENS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND BENS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. B. ALL CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. KITCHENS DINING ROOMS BATHROOMS RECEPTACLE W11ET5 FOR COUNTER P.SF. PIT. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH VI V.I.F. W.A. VERIFY IN IN WEDGE ANCHORS MASONRY STRUCTURES AND THE BUILDING CODE REQUIREMENTS R MASONRY VON PROVIDEANMOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE C ED SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). EC21-8 PIT. PRESSURE TREATED W/ WITH COMMENTARY BUILDING COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. MA 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8' TO FIT BLOCK P PARTITION WC WATER CLOSET WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING LASS 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. PKT.T. PLYWD. POCKET PLYWOOD WD• DOD B. CONSTRUCTION SHALL A IN ACCORDANCE WITH A.C.I. 5COMME5/A.&Q.E. 7-CIFICATI 602- 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 M PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN R BATH LIGHTING CIRCUITS R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND MEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. S.C. SOLID CORE 8. VERTICAL CELLS FOR MASONRY TO BE ROUTS SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTE OTHERWISE) S.O.D. SF SLIDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHER WD SH SINGLE HUNG 7. CLEMOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 1& NC FAULT -INTERRUPTER PROTECTION PER NEC 210.12 REQUIRED FOR ALL 120-VOLT LIFT OVER 4'-0" HIGH CLEMOUTS SHALL BE SEALED AFTER CLEANING AND INSECD0N AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OV RHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL If MANUF. MANUF. GLASS SIZE, SPACING BUI BUILDINGPRO UCT DESIGN P A DAEMBEDD"FlLLHODTALL ANUR HOLESE, PR ESSURE A FL-9174.10 R12 9100 OHO 16070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4- MIN. EMBED. D.P.= +24.9 PSF +39.2 PSF -43.7 PSF -3 1V MIN, EDGE DISTANCE. 6" FROM END -27.7 PSF B F1-7630.1 3080 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF B" & 14. O/C MAX SPACING. -34.7 PSF C FL 17499.1 SH 36 MI WINDOWS & DRS SGI- IMPACT 3/16' TAPOONS W/ 1-1/4' MN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF O 10' O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF D FL 17499.1 SH 25 MI WNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P: +31.9 PSF +55.0 PSF -55.0 PSF 0 10. O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF E FL 17499.1 SH 15 MI WNDOWS & DRS Sp. IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +,U4 PR +55.0 PSF -55.0 PSF 010" O/C MAX. SPACING & 2' FROM EDGE -3&3 PSF F FL 17499.1 SH 15 MI WINDOWS &DRS SGI. IMPACT 3/16- TAPCONS W/ 1-1/4- MIN EMBED DIP,- +33.4 PSF +55.0 PSF -55.0 PSF 0 iD- O/C MAX. SPACING & 2' FROM EDGE -38.3 PSF G FL 17499.1 (2) SH 26 MI WNDOWS & DRS SGL IMPACT 3/18- TAPCONS W/ 1-1/4- MIN EMBED D.P,= +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -37.7 PSF H FL 22401.3 12080 SGD MI WNDOWS & RS SOL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED DIP: +28.4 PSF +55.0 PSF -5&0 PSF 0 12' O/C MAX. SPACING -31.2 PSF FL 17499.1 (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 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF J FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SCL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -35.3 PSF K FL 17499.1 SH H33 MI WNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF L FL 17499.1 SH 35 MI WNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF M FL-9174.10 R12 9100 CHID6070 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +29.9 PSF +39.2 PSF -43.7 PSF 2-3/4! MN. EDGE DISTANCE. 8" FROM END -32.7 PSF N FL 17499.1 SH 26 MI WNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2- FROM EDGE -34.7 PSF 0 FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPGONS W/ 1-1/4' MIN EMBEDt - +31.9 PSF +55.0 PSF -55.0 PSF010' O/C MAX. SPACING & 2' FROM EDGE-34.7 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX 104-1/4' HORIZ. WINDOWS & DOORS 1/4- TAPOONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 MAX. 3" VERT (2) 10d RING SHANK NAILS -83.4 paf -172 paf. ROOFING NOA NO. 17-0822.13 EAGLE ROOFING BEL-AIR CONCRETE TILE PRODUCTS POLY USA ROOFING NOA NO. 17-0614-.22 MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT NAC.. PLIES NAILS AND TIN CAPS 12- RID, 6' O.G AT A MIN. 4- N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A RACE 0 EVERY HI RIB (4" 0/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AD 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL D SOUTHERN PINE NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 12DO PS IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 16 OF MY 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 NOTES 1. FLOOR SLAB TO BE 4- THICK POURED CONCRETE SLAB WITH FlBERMESH CONCRETE BELOW GRADE-30 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, NTH 1/2- GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1- LONG 1 3. REINFORCING STEEL RADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL D IN ACCORDANCE WITH 'THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8- V-ROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE CONCRETE: 3/4' LONG STUB NABS 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. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 4. FOOTING DESIGN BASED ON ASSUME SOIL BEARING CAPACITY OF 2500 P.S.F., 5• ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFLT•Y SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/41' PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 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. 5. FILL PLACED WITHIN 5--0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEN SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/18" CROWN METAL WELL GRADS SAND COMPACTED TO ACHEVE A MINIMUM OF 95X MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRE AT WINDOW AND 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. USED FOR SOFFITS OR CBUNGS 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT TTAT PERIMETER. ROFFlgALAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7, DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE M BE CRF 112C MECHANICAL NOTES REQUESTED BY DOWELS AS VERTICAL BARS ABOVE 1-1/2" LONG AND .120' DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PS MIN, 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SZE AND NUMBER AS HORIZ BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WTH ALL SUPERIMPOSE 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). I REINFORCING AT EACH FACE LAP 48 BAR DIA MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. AONDFORM TO THE 28 OF THE FREQUIREMLORIDSET BUILDING CODE.FORTH IN E 'FLORIDA BUILDING CODE MSHANICAL- 9. PLACING DRAWINGS ON BAR USTS SHALL CONFORM TO ACTS 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS UBUSHS BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE 11301.2(1), 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: GRENADINE CLUB LOT 60 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS 4■I Mmill =II_II-II�■II� I�1 52a" 25}" SH 15 SH 25 SH 35 SH H35 ■ • in ■ • ■ M.O. 20 1/8- M.O. 38" M.O. 54 1/8' M.O. 27 1/2' 2x, OR 5/4 BOARD Ix. 2x. OR 5/4 1 P.T. WOOD BUCK P.T. WOOD 38" 1 70" 1 38" aM®1 � 0 A:1_VA1,11I�I�I��49 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATENALS DOORS NOT LESS THAN j' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-311 LESS THAN Jr (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) Z DUCTS IN 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 BE 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 E7OXX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATE FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE LOCATION LLYE OFAQ PARTN TOTAL ROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 RINL ULITIMATE ONO 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.91 NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. 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. THERMA TRU EXTERIOR DOORS IV 2x P.T. WOOD BUCK SHOWN TYP. 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 X 98 1/2' H X 98 1/2' H X 98 1/2' H X 98 1/2- H X 98 3/4- H EDGE OF SLAB EDGE OF SIRS EDGE OF SLAB EDGE OF SLAB- 1-d `�j 1\1"1 I EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4' BOND OR 14. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES M 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 SYMBOLS LEGEND DETAIL SCALE rf DETAIL oWG. SCALE SECTION DWG. SCALE SECTION DWG. SCALE INTERIOR ELEV. SCALE 9 f BEAM LABEL ® REVISION N NORTH ARROW BREAK UNE a z a• r 0'•i GRAPHIC SCALE SCALElirii DRAWING INDEX 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 DWG. 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL POT SHELF HEIGHT D SOFFIT ��J�JJ��������j AS NOTED YU//!!J/1l//1!J/JJ l HEIGHT AS NOTED APLANEORO�V. SEE MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION Kp ELEV BEAM HEIGHT CHANGE 0'-0" FIN. FL SLAB FLOOR MA912N qo I 3rIk'7,0 PROJECT LOG ISSUED FOR START 10.31-18 C0 LQ ISSUED FOR PERMIT 11-20-18 2 iQf3 z L �m 0. J L= W a w uj D z Z L1.( Z 3 o � 3 w - y ^ O o Z 0 k � � a €'cnL m ra Q7 aO t { To 1O E c- o m C T = N .c_cqq T E " ai EL E E O m oo .9 E N $ ToCL CJ (n CD C = N -c- 0 do]ai EaC �_ Z u C7 t RC�jj1 To a O © W M � J Q W j i c~n = 1'-0" COVER SHEET C-1 CALCULATIONS TOTAL U/A 1832 S. F. COVERED ENTRY 121 S. F. COVERED PATIO 238 S. F. GARAGE 584 S. F. TOTAL AREA 2775 S.F. TOTAL AIR VOLUME CUBIC FEET = 17038 1 GARAGE CEILING (4) 20 METAL STUD! FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE DRYER VENT LOCATION FRONT VIEW AC CONC, PAD DETAIL N.T.S. FINISHED CEILING ' 2x WD BLOCKIN EACH SIDE OF I FOR MOUNTING 2x MTL. STUD; TYP. IMIL &1:I4oil yUT.1N z J o_ 0 0 J L, W W h DRYER VENT #Ln IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS 3/4" THK TEMP TOP OF KNEEWALL W/ PT FRR44MELESS GL W/ CUPS 2X TOP PLATE & 1/2" PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER/TUB SIDE KNEEWALL W/ DRYWALL & TILE FINISSH FINISH THIS SIDE y�� " o ROMAN SHWR rn PT 2X SILL PLATE LLLLL- o LLLLLL LLLLLL .. s: TYP. KNEE WALL SECTION 1/2" = 1'-0" (2) f 10 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) 010 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- 2SNDW/1 NXSTUDS FULL LENGTH 4- 0EOF 112" TYPE GYPSUM WALLBOARD APPLIED VERWALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C COAT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145' DIA x 10 LG. 0 16" O/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 314" = 1'0' (2) J 10 S.M.S. TOP & BOTTOM ® 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 I�Id�[�7UH1:�91:1:1 HILTI PINS .145" DIA x 1" LG. 0 16° 0/C W/ i" WASHERS QINTERIOR PARTITION 3/4" = V-0" R-30 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, #uaturedauilLu�ad 79--2" I 26'-4" 6'-0° 3'-5° W-10" 10'-3' 6'-0' 18'-4" i 5'-0" CONDENSATE DRAIN TO BE MIN 12" CHANGE IN O 6020 FG MP o �j z SH O L SH �(EG 5 M O CLG. HGT. HEAD ®8)-0" (TEMP) E3 HB _ R & S SO ®8'- 0 0 WH 8_g FF 3-0° 2. 13, 10. i o 54" 4" FIR WIC MP. F.G. W/ C ESS SOAP 4 I I v -- ICHE ^ GOLF CARTi MASTER SUITE SLL4®642 $ r YII BEDROOM 2 N 0 9'-4" CLG. �� BATH a o I I S �_ 9'-4" CLG. 26'-" N N " " 00 �m (= N x MASTER I N N ~ D. , " a om 9 -4 CLG. L ------ J uN. �� 15'-0" • T Letn 8'-2" 9,_0" —LINE OF OVERHEAD DOOR 6080 BP I SMOOTH COAT N 8'_4" LF O SPACE KNEE o n _ 6080 BP 'v I x z I STUCCO FINISH I NI EXCEPT AT DRYWALL 1` N - m R & S 108 X 52" MIR OR 'r 9'4 CLG. LINE OF OVERHEAD DOOR o ® r—--------------tiN — — — — — - L_J I O ,o "T.O.B.B. TO.B.B. R & S x y N N N � - 2'-4° 3'-6" I I I I o 4°" X b M 2880 680 SUSH. 7T2__1_ OPT. D I TWO BAY GARAGE MIN. SOLID CORESHELF J L__20 FLAT ARCH ®42" AFF 10"DOOR 2'-0" W/ RABBITTED 5'-8" JAMB OVERSIZED W I� 0 8'-4" TO 9'-0" N I �'ae I 2,- " WEATHERSTRIPPING . �o " -4 C UTILITYn G. TI :288OZII T•LE o o I 1� \ NEI(R DLG. UGH g '°'-°" �; GREAT ROOM ®®®16070 H ry6� o OHD OA®®� oCLc PAVERS 12 II 16'-10" " 2'-0' 5'-01 2" 3-51 6'-0" m FOYER]IaXTD A - -----F� 3080 N A ii?� - A4 CO PATIO I N lo'-8" CLG. A4 I 0'-8" CLG. 7c T-0" 4'-8° 5'-9" 3' 2'' n m o I " (2) 2880 PKT DRS I w is ®� PAVERS Lu <_ ® PORCH N 13'-0' PANEL KNEEWALL MOLDING LVLS 2-5 N ® N , 9'-4" CLG. o ® ® o 71 _ o 5-1" ® 6-4"- I ® COUNTER ® 36" AFF 1 n II----o_-- JI 8 u I�--�a DEN z$ W: I I 0 II Dw 9'-4" CLG. w $ ^ o DINING --- --J � Ei I REFI I d I I v= 10'-8'p CLG. DBL. SINK W/ DSP. KITCHEN CROWN I OC I v 1n I I KITCHEN MOLDING ALL LEVELS I 12'-0" 10'-B" C 15'-0" 4 RANGE W/ MICRO ABV. I I I ® n 2X4 BEARING WALL - ARCHED OPENING 0 O I SEE STRUCTURAL N DELETE STD. BACKSPLASH SPRING ®7'-4° P o — — — — — — 0 8'-0" A.F.F. will OSH 15 BH SH 15 O OSH 25 10'-8" T.O.B.B. 9'-4" T.O.B.B. 2'-2" 9'-0" 23'-7" 7'-5" 5'-B" 1'-4" 42'-2" T-0" -0° 20'-0" 79'-2" _ / ////// . - // I PROJECT LOG ISSUED FOR START 10-31-18 ISSUED FOR PERMIT 11-20-18 BUILDING COMMENTS 01.17.19 ui la: M S W w L J J ? y z m � LL " LL J Z. Z i U)y 6 W r y R ui z O a c 6 '8 0 O1 0 y C C (N co C c'- n o Q n U N N 2 z= � E N o cn � o c U Oai fa CD aj L o n c `O ro Q. C o j C 21 U N E E o tD o o E a� n U d ` u V) o o °� c ~ o a, +�aico = cn Lu c m O o u z " co - 0- a a Q 0 V to 0 L S r- r 1e Lo CV CV P V ~ a }U- z 0 IG O 0 w W_ w 2:un 1/4" = V-0" U.N.O. FLOOR PLAN A-2 TYP, MEDICINE CABINET 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 & lx PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. CONC. OR MASONRY ALUMINUM FRAME FASTEN TO BUCK W/ 10 P.T. BUCK SET IN SEALANT AND NAILED STUCCO FINISH 3/16-x2 1/2"TAPCON W/1-1/2" CASE HARDENE PERIMETER CAULKING 2x6 P.T. BUCK SET IN SF.N.ANT FASTEN SCREWS O 12s 0/C PERIMETER SEALANT COIL NAILS AT 12- 0/C. MAX. CONC. OR MASONRY ix4 P.T. BUCK SET IN SEALANT AND NAILED W/ 114" DIA. x 3-1/4" CONIC. OR MASONRY TAPCONS 3' FROM EE STUCCO FIJISN W/1-1/2' CASE HARDENE J .O0. Q 0 AND 12' 01C MAX. CONC. OR MASONRY qo COIL NAILS AT 12' 0/C. 8 0 lx4 P.T. BUCK SET IN b o Uc &O DOOR TRIM SEALANT AND NAILED W/1-1/2- CASE HARD DOOR FRAME COIL NAILS AT 12 O/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ �• CAULKING CAULKING G4LV. x 2' F ALUMINUM FRAME SC W 2-0' 01C DRYWALL BOARD CAULKING FASTEN TO BUCK W/ 3/16-x2-1/2-TAPCON DOOR FRAME FASTEN TO BUCK W/ DOOR TRIM SCREWS O 12^01C SCREWS PERIMETER SEALANT PERIMETER SIA(ANT O 2'x0? O/C STUCCO FINISH STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANF. GARAGE DOOR ALUMINUM FRAME / SECURE FRAME TO SILL 18 x 1 1/2' SCREWS O 18- 0/C PERIMETER CAULKING GALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W L/ WITH SILICONE CAULKING DOOR FRAME F / FLOOR COVERING 1/4'-20xi/2' CARRIAGE BOLTS & LOCK NUTS OOo o, x 2' SCREWS 0 2'-0' 01C cl0 , °o,, 00 'O .0 GALV. SM. TRACK BRACKETS FASTENED -0 :Oa 80 ' Qo E— FLOOR COVERING . 0 FLOOR SUB 116-xl 1%4B� SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SIu'° 00 '�•00 0.CONC. 4!0 PERIMETER CAULKING PERIMETER CAULKING AANU.'S MEMW OF COLUMN W/ 518'WEDGE STUCCO FINISH ATTACHMENTSK ANCHORS O 2'-0o01C VERT. (6- MAX. FROM ENDS) AND GROUT BED CONCRETE SLAB 2 FROM INSIDE EDGE OF 2X SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) TYPICAL INSTALLATION ,: WINDOW ASSEMBLY TENERS AS REQUIRED WINDOW MANUFACTURER MARBLE CAULK SEAM AT +: r WINDOW INSTALL d' 'MORTAR OR `. :. GROUT,• . A. A. • A 1/2' .• a .. ,4 ... _.+.. DRYWALL •. ...�.. -..::: �.° .�... ' . - •!• �CEMENI d • COATIN 3/4' FURRING TO • -'• ' MASONRY WALL 4 s' C.M.U. d � ■CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUF. SPEC IN FULL :D AND HEAD JOINT PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION MEDIUM TEXTU DECORATIVE CEMENTITOUS FINI ON BLOCK WALLS, T D.P = +31.9 PSF 31.9 PSF 34.7 PSF O D.P = +34.7 PSF FRONT ELEVATION - CLASSIC O D.P.= +28.4 PSF MEDIUM TEXTURE -31.2 PSF DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. REAR ELEVATION - CLASSIC DECORATIVE CEMENTTroUS FINISH Ltf I tLtVA I IUN - LLA NL ON BLOCK WALLS, TYP. VE STUCCO LOUVER 10'-8' T.O.B.B. AIK 9-4" T.O.B.B. -4 - _ 0'-o" -FIN. FL. SLAB _ 10'-8" T.O.B.B. 9'-40 T.O.B.B. o--o- FIN. FL. SLAB /-�h PROJECT LOG ISSUED FOR START 10.31-18 ISSUED FOR PERMIT 11.20-18 ui C S W Lu w L LJ D Z 3 °z w z $ —� y 5 0 a 0 0 a= ra M T � cn ��. E— oa M u� �_-pu o E'°otau a o E CL E•�P+N uof > fU E _ Z ep °O C3 a + In .- o ol 0 rs/ 16Li Ln 0 m I s c L umid 0 C u_ all 0 V 10'-8' T.O.B.B. 9'-4' T.O.B.B W -0' FIN. FL SLAB TTICh --- \./ C O 0 Q W m ELEVATIONS U O r v Lo c%4 h h r� A-3 aMW 60 ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2775 (SQ.FT.) x 144 = 399,600 SQ IN. 0 VENT AREA 15SQ IN. PER QLINEAR RFr. U(178 LF) VENT = 2,670 SQ. IN. TOTAl NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS PROJECT LOG ISSUED FOR START 10.31-18 ISSUED FOR PERMIT 111.20-18 FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 924- 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END I$ SEE PUN/ ELEV. GALV. MR. DRIP ON IX2 P.T. 2x6 PAINTED TEXTURED SPi;`,:CEeF11!A FINISH ON METAL LATH ATTACHED 3" CONTINUOUS VENTS ALL SIDES SS CO. TO PROVIDE FLIT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITDUS FINISH OVER 8" CONIC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS 0'-0* IN. FL SL48 .N 12 6 F INSULATION PER ENERGY C4LC. RAT RUNS PER TRUSS MANF. 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 Will CONC. CONT. METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE MONO. CONC. FOOTING SEE fOUNDAIION PLAN FOR NOTES & DI TAILS I I —I 11—t TYPICAL WALL SECTION SCALE 3/4" = 110" ` pg .x ac al, D.%wYi[iR' pt;YlRftwatl STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) Product Su6mittal Sheet vWporponot �1,4 See ;?. :% Ti p ( )T1` Piece) ...................................................................:.......................................................................... .oni• l� ,. „ .. r:t.: s-,nfil u'e i'. t i:` .....7 . 't, :`� CS58355V 1 518 1 widc ve tpei 51, r, allwlrlo, perforated flanges 1 15 3S,btg1d _ rr _ pe:&-,,rft rc.wTn lie'le . y.dbt.l,,/:r'e ,.,, .aanp. Fl .,nrins air ,rrvinv^t000n_,.b ,d,d Vent arc: or cess cc ri pruner- , it Vent area. lirs,L•Cr.: Caulkall u,,,,rtIf Ou':Irnu ,if and dr,ner5 at o`:niaallabren "`���� A s"welt �y1217ayrat' iY:JISa.�i'>da"� N'lid Wall 'MI Style' Contirol Joint .. ..: ... i ............. a... .... Product Submittad Sheet mnylccrp. corn rrl COVERD PATIO SLOPE F- 1�6 0®0 0 0 O D.P= +31.9 PSF -34.7 PSF El O D.P = +33.4 PSF -36.3 PSF O D.P.= +29.9 PSF -32.7 PSF MEDIUM TEXTURE DECORATIVE CEMENTFOUS FINISH ON BLOCK WALLS, TYP. PRE ENGINEERED WD. TRUSSES 24if 0/C TYPICAL > GREAT ROOM OD.P.= +33.4 PSF -36.3 PSF 6'-0" a = 4.0" I I I I I I I I I I _ 10'-8" T.O.B.9. W-4" T.O.B.B. I I I I I I --------- 0r_0. FIN. FL_Si B RIGHT ELEVATION - CLASSIC STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) • I�II�II�Irimilim IIE-II■II�II l III IN It ICII ICI I0-I ��_I■I PORCH IN ICI INl� SLOPE a� ICI Ili. I1I ICI I II 7m N SECTION A -A - CLASSIC 10'-8" T.O.B.B. 9'-4" T.O.B.B. W CL UJ 4 u w J = J Ed Z Z 3 N W m a z $ J Q Z `o O a 0 CIDv 0 } c � c L° co 0 n�.c a� n E y p to 3 _ CU v _ rn d = N D O C 0 's E a+ o y c.7 wg E p U E � w cc 'c4 E > $ c' c g = in c O LL.I N 5 v � _ C7 z $ fu 0,13 'mv z .a O f= Q a /�'�� a 0'-0" FIN. FL. SLAB V L -- — -- a r 0 C3 s Uj in 0 H O c _ �t r T 1ul \ ul O T 1� J +L.L z 0 O O W V O � J r W ELEVATIONS 157858UL 7/8x1/2 31/2 solid fla u r 314 perforated flange '16 - SECTIONS t .cforl v= I,,::r �cSo s, «.aley l ,,nN i Wuuu- l t isf, r. nt .',i ra.e al _:mcrr ,,a5n A-4 .�I : : _c�c _.s tu..:_cnt .:_, a..nac csat fmf; c.a a l a,ic ��. j �A °/'"I MW - 60 ENG. AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE PRE-ENGINEERED WOOD INSTALL PER. MFR. SPECIFICATIONS ROOF TRUSS 0 24' 0/C SIMPSON MGT W/ 22-10d A;:::NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM CONT. MASONRY BOND BEAM (1} 5/8° ANCHOR CONT. POUR STOP INTO BEAM W/ 8" CHU WALL 5' MIN. EMBED. SET IN EPDXY (1) MGT MAX. UPLIFT = 3965# 1 A5 CONNECTION DETAIL A5 CONNECTION DETAIL ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8' O/C (3) 16D TYP, 2x4 LADDER FOR O.H. 0 12- 0/C 1r MAX CONT. 2x4 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8- O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0' O/C 2 10d TYP. TRUSS WALL SHEATHING NAIL PER SCHEDULE i GABLE END FASTEN TO SLEEPER W/ 16d NAILS REINFORCE VERTICAL MEMBERS 0 4' O/C TYPICAL OF GABLE END TRUSS W/2x4 CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI T-BRACE AT EA. VERT. XDNI 2-5/8' LG, 0 6' O/C NAIL w/16d NAILS 0 8' O/C US'P TA24R EMBEDDED STRAP W/ (4) 18d NAILS PLAN VIEW 0 EA. TRUSS VERT. WEB (24' 0/C) AT T-BRACE CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE A5 CONNECTION DETAIL 20 LATERAL BRACING 0 4'-0" O/C LOTT'S LINTEL BEAM SCHEDULE 1 B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LIP SPECII 1 17'-4' 2106 355 788 247 8F34 2 4'-4° 6490 857 4033 286 8RF1A 3 5'-4" 5809 157 3057 48 BF16 4 7'-6- 2882 130 1548 97 BF16 5 7'-6" 2882 120 1548 90 BF16 6 6'-8" 3581 355 1947 247 8F16 7 4'-0' 8859 1270 5572 435 8F16 8 3'-6" 10000 1253 9578 436 BF32 9 3'-6" 10000 1253 9578 436 BF32 10 7'-6- 7857 0 3323 0 8F32 11 13'-4" 3250 0 1178 0 BF32 12 10'-6" 1533 423 914 275 BF16 13 9'-4" 2000 210 1027 82 BF16 14 14'-8" 1079 217 477 75 BF16 15 7'-6" 2882 271 1548 95 BF16 16 7'-6- 2882 946 1548 330 BF16 17 3'-6' 10000 1841 7428 650 8F16 18 5'-4" 5809 840 3057 291 SF16 19 7'-6' 2882 355 1548 247 BF16 20 4'-0" 8859 250 5572 100 8F16 21 4'-0' 8859 250 5572 100 BF16 F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REM AT I F BOTTOM OF UNTEL CAVITY 8F16-1 B/1T L._ NOMINAL HEIGHT L L QUANTITY OF 15 NOMINAL WIDTH REBAR AT TOP h• TYR 0 WALLS 81,18 8F16-OB/1T 8F16-lB/lT N REaA RE T P A1-1/2' CLEAR AV.M.U. GROUT #5 REBAR REINFORCING PROVIDED IN LINTEL (VA 7-5/8' ACTUAL NOMINAL HOGHTI 10 8F24-0B/lT 8F24-1B/lT 8F30 ,18/1T PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP HDPT2 OR HDPTD FASTEN TO WALL W/NNLS PER SCHEDULE AS REOD, FRAME BEARING WALL ELEV. STRAP DBL TOP PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U-STRAP TOP PLATE AND DOWN EACH SIDE W/ (6) 10d NAILS (TYPICAL) W/ WOOD STUDS 0 16" O/C (PER PI SOLID BLOCKING 0 4'-0" O/C VERT. MAX. STRAP BOTTOM PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U-STRAP BOTTOM PLATE AND UP EACH SIDE W/ (6) 10d NAILS (TYPICAL) 5/8' WEDGE ANCHORS 0 24" O/C AND 6 MAX. FROM OPENINGS 0 W/3'x3"xl/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 41 61 8 101 12 8d 2201 4401 6601 8801 11001 1320 10d 2651 051 8001 10651 IM31 1500 A5 CONNECTION DETAIL 112' DRYWALL OVER TYPICAL FURRING CONT, 24 P.T. BUCK FASTENED TO LINTELS W/ 1/4 x3' LG. TAPCONS 0 12- 0/C MAX. AND TO BLOCK OR CONC. . W/ HILT1 DNI-62-P8 0 8' 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24' SEE DIMENSION. BUCK AT EACH END S. EXTRA LAYER OF 1/2" DRYWALL SURRONDING FRAME ARCH EDGE OF MASONRY OPENING TYPICAL FURRING APPLIED TO SHEATHING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 19/32 PLYWOOD ARCH PT BLOCKS ALONG ARCH NAIL TO PLYWO. EACH END 720 W/(3) 10d x 1-1/2' COIL AWLS SECTION VIEW CONNECTION DETAIL PROJECT LOG ISSUED FOR START 10.31.18 ISSUED FOR PERMIT I1-20-18 ui D1 Lu J W a 7 W Z < w LL � 0 �g N Z O c � o rn c c .0 E° 1° o y' chyd 2 o 89 a -0 f u w E :F3'° > L 0 n E ` o78 8 _n 9 �3 E E a .S E 2 o ++ _- cu @ `0 ~ o c c p 2 cn `y—' o diE ~O 0 v- m x L5 Z H3 N C N 7_ cn STRUCTURAL � K A-5 cMMW=60 PROJECT LOG i I ISSUED FOR START 1 10-31-181 ISSUED FOR PERMIT 11-20-18 HANGERS TO BE USED (Simpson) or (Usp) QQ HUS26 (D HUS26 © HGUS26-2 © THDH26-2 (JD HGUS28-2 QD THDH28-2 Q HHUS46 THD46 © LUS24 © JUS24 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9$-4„ 10'-8" TRUSS BEARING HEIGHT SCHEDULE NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 12' L 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 ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.11J INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER J, 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ALL WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 160 MAX. LBS. `� F- 752 MAX. LBS E.E.EE. 605 MAX. LBS. E.E. _ TC-1 ~ TC-1 TC-1 (� m In v m cINl r o _ _ _ � m 01 0 cy cn a a DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE i ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE I INTER. EDGE INTER. EDGE I INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA KITED SHEATHING EXPOSURE 1, OR EQUAL SPAN RA71NG 40120 19 32' 24' 0/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6' 0 C 8d RING- SHANK 6' 0 C 8d RING- SHANK 6' 0 C 8d RING- SHANK 6' 0 C 8d RING- SHANK 4' O/C 8d RING - SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19132 16' 0/C MAX 8d RING- SHANK 4' 0 C 8d RING- SHANK 4' 0 C 8d RING- SHANK 6" 0 C NAIL CORNER STUDS AT 4' 0/C MAX. TYPICAL BLOCK FREE EDGES INT WALL APA R47ED SHEATHING EXPOSURE 1, OR EQUAL SPAN R471NG 32116 15/32 16' 0/C MAX. 8d RING- SHANK 6' 0 C 8d RING- SHANK 6' 0 C 8d RING- SHANK 12' O C BLOCK FREE EDGES TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA 5 10d x 1-1 2" - 825 1650 335 670 380 490 TC-2 TA14 (7) 10d x 1-1 2' — 1115 2310 335 670 J80 490 TC-3 TA16 8) 10d x 1-1/2' 1205 1 2410 1 335 1 670 1 380 1 490 TC-4 HWTU16 (8) 10d x 1-1 2' (4) 3116' x 1-3 4'WABJ 950 1 650 - 645 - TC-5 HTA16 10) 10d x 1-112.' - 1400 2800 3251 650 395 790 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2003. 2) BLOR MAY USE LONOFR STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVMED HAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM, w 1105 MAX. LBS. E.E. TC-2 ui CL Df J W WELI� W w Z Z 3 w 8 z 0 0 a 0 0 c c 1J .cn 0 § 0 0 o 0 fQ=:13 2�c' 3 fO E = n 4i o -s En o, ow _� eT3 cC9,��� n sr o c c E V � y ro .2CL E Q9p L E WLn u1 C tall o = lii ' _ Z OrL L S _0 Q c) r Lf) C4 N h h �I W ILL. � f} z � O uU T w 0 w 0 � U_ v.I J O w � N 1/4" = V-0" U.N.O. TRUSS PLAN A-6 'f// MW - 60 ELECTRICAL SYMBOLS Q� DUPLEX RECEPTACLE $ SWITCH 4 TELEVISION JACK @ SMOKE DETECTOR F F.P.&L METER & DISC. AT 12" A.F.F. SINGLE POLE PRE WIRED o QII� THREE TCH V. pr ® M CARBON MONOXIDE DETECTOR ® PANEBR D IB ATPLEX RASERECEPTACLE 3 WAY AT0120 A.F.F.LE DUPLEX RECEPTACLE SWITCH CTi WAG [:1J SWITCH DISCONNECT (� EXHAUST FAN c AT 8" ASV. COUNTER 4 FOUR WAY T THERMOSTAT y G) OUP0(R€ __.,ACLE SWITCH Q INTERCOM 41 104D PADDLE FAN W/ OR WO/ LIGHT F 0 EXHAUST FAN W/ LIGHT IN FLOOR IR RHEOSTAT I AT 60" A.F.F.LUSH ?GFI DGRROUND �a NE LIGHT LV DOOR FAULTTACLE DIMMESWITCR ® T 12' A.F.F.OUTLET MNTED I RELEASE DUPLEX RECEPTACLE �K SWITCH TELEPHONE OUTLET INCANDESCENT LIGHT F1X7URE WALL. MNTED. 'j' VOLUME CONTROL II TOP REC. SWITCHED KEYED FLUSH IN FLOOR Q� WP (� RECEPTACLEECX II WATERPROOF KEYPAD INPFCLG.R Luc DUPLEX RECEPTACLE �j JUNCTION SECURITY ® HI HAT TR LOWVOLTAGE PC UNDER COUNTER BOX LIGHTS MOUNTED O INTERCOM p DOOR ® RECESSED ® HI HAT FAN BOX STATION CHIME EYEBALL VAPOR PROOF IN CLG. ELEC. PANEL "UNIT A' 200 AMP CIRC. DESCRIPTION POLE HRKR WIRE VA. 1007 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 a 0 0 1 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 1 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 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 10 GEN. LIGHTING 1 1 15 14 5.5 0 38.4 1 9.5 1st 10,000 of 100% = 10.00 REMAINDER AT 40% = 11,36 A/C LOAD AT 65Y = 6.24 TOTAL = 27.6 x 1000/240 = 115 AMPS (1) SETS OF (3) /4/0 AWG. THWN IN 2 CONDUIT 200 AMP SERVICE ❑ METER DISC, CO PANEL 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 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 N 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. CALCULATION NOTES: A HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED ® 1,832 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,496 / 10 (GEN.LTG.CIR.) = 550 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC9120B 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). ALL VANITY LIGHTS TO BE 100" A.F.F 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 NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS PROJECT LOG ISSUED FOR START 10-31-18 ISSUED FOR PERMIT 11-20-18 W W J Wu Z W Z a K () J m C] Z 0 J z 0 a C � O a= c _� �o,a0 c0 O -T O C •T ?� N = -Pu aU� C)73 au a S W MC3 O `a �(/� c 0 C N 7 C d p E O O a'Ci .G _ cL �+ WE CT C C 0 S o _ W M�� L4 sa ; 441, [ ) III 0 V s �/g �.i 1 E r a" a TO CELL ° /� U 0 NSOR IN !.% SOFFIT U (3 0) ae e^ C — ee C Q K3 e— Q V LJ1_ � a � U � o 0 o L1J 6 � U r..I r J W 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E-1 PROJECT LOG ISSUED FOR START 10-31-18 ISSUED FOR PERMIT 11-20-18 1 BUILDING COMMENTS 01-17-19 a0 w 98 a w o W < a Lu Z) w LL w Z it z +y r z r.t r O L L(ul 3 1 u �V c � p O O N O cn cn p Q c d O-0 U N O 0 O c= N CU-1 3 0 - a 3-TON aj _ �' y �. HB c cv ° -o o` ro 1 999O Ql o c a T ° ° O E E o o 5VIM au a� o io o o c� E MASTER SUITE Sxix4 WIC EXHAVS �, o o ® 2S CFM GOLF CART N N �, o s®CM 6x6x4 BEDROOM 2 ® a-2 u EXHAUST 8 x 8 x 6 2 z" n L 71 CFM N 4„0 R.A.G. 12"x12„ 10x1®x8 W/t2"O R.A.Q. 10x10x7 181 CFM A FLEX 6„� 4„� o W/ 6„0 7„0 143 CFM FLEX�d ® O O 50 M � • ° E ° ° XHAI�� F � � ® 6 x 6 x 4 e0"x2®" ° N ° ° 11 CFM R.A. . 4"0 DRYER ,Ln ® ® ® B H 2 FLEX ®� EXHAUST TWO BAY GARAGE • C 0 ® a 0 njUTILITY m a 6 x 6 x 5 r✓i C — "46 CFM log s WW con c ,10 12"0 .i 1 G u 1oxs0x8 10 5� • • •• ••• 193 CFM ® ® ® QUO NOT SCALE PLANS .. � 0 J cy GREAT ROOM AHU-1 6xfx5 • NOTE: 0 C%i 8113-TON 520 30 CFM ALL RETURNS SHALL HAVE DIRECT DUCTING � COV. PATIO 12 FOYER TO RETURN AIR PLENUM BMX. � V • 8110 ® • PORCH FS 16x1Dx6 ® 6„0 R.A.0n 1�A?64 CFM ® � p7.G. R.A.G. ® c W/ 9110 ,V�x 1 ° FLEX 10x8 176 CFM 7„� DINING KITCHEN 10x10x7 DEN • ® W 112CFMT ® ®® V1 u- O o A a � ® o ■ •• • • ® • •iiiiiis •• • • • 0 o 0 eH O w CD O Ow � 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 MW - 60 FILE COPY 79' 2" r co`— N C7 ct' LT) (D r- 00 CT) N N N N N N N N N N N N a a a Q < a a a a a ¢ a a a a ¢ a a a a a a a m m m m m m m m m m m m m J1 — -- J J XV2' 2' 2' 2' 9 -4 CLG. 4„ CLG. N J M J i J - N J J � N "bar . a a a a V4 . . :. V2 " V2 J 4 I o v J . 0 V V6 J7 J7 2, 7' J J7 . CD r J J 10'-8" CLG.. 10'- CLG. :� . . 10' CL 8" . „ 9 -4 CLG. J7 N J J7 J J7 ifl r J J5 J ---- (� LG. U J3 J � A L V L J 1 J21' J3 J1 I J1 J1 r Y a00 l L N C� r 37' 8" 14' 6" 7, 0" 20' 0" 79' 2" ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4„ 10'-8" APPROVED TRUSS ANCHOR BY BUILDER. SQUARE CUT OVERHANG TRUSS BEARING HEIGHT SCHEDULE I TYPICAL TRUSS END DETAIL BIL S� N8,, b s� 1� 1 STATE '14SIONN\- ad IMM40109= Trusses shown on this layout are a component part of the bulldir and show truss location. Proper erection, temporary and permanent bracing design are the responsibility of the building designer or his engineer . Lateral bracing shown on the individu truss drawings must be placed during the erection procedur Lucie Count Meadowood HANGERS TO BE USED (Simpson) or (Usp) HUS26 O HUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 Q THDH28-2 Q HHUS46 UH THD46 (D LUS24 (DJUS24 NOTE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION. FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES, WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WLL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" D.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with shsothing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a 'service, not a regdirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK -- PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOLIINCA14G DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE •BCSI—B1 Suminary Sleet COMMENTARY and RECOMMENDATIONS for HANDIING, INSTAWNG k BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TM). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING I$ APPLIED DIRECTLY TO THE TO' CHORDS THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000'POUNDS. FOR ALL r� REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-1o(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :IB.O- MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 16' Brim Y Blealdy Stud Fng t'76051 25% K ICngs Highway Fad Merce, FL 34951 (7721 464-4160 r o: Grenadine Classic o iYe a1w: [LINT:' - OL1111e waG O 1 /4"=1'-0" 11 /12 /18 �H� Wnadinea06SIC-q CALCULATIONS TOTAL U/A COVERED ENTRY COVERED PATIO GARAGE TOTAL AREA I?:1:7:Te7�agl�l�[e] (4) 2x4 METAL STUD'. FLOOR RO CEILING 1832 S.F. 121 S.F. 238 S. F. 584 S.F. 2775 S.F. TOTAL AIR VOLUME CUBIC FEET = 17038 JA GARAGE FLOOR ELECT. PANEL / CHASE WASHER DRiR 28-1/27 SPACE DRYER VENT N DRYER VENT LOCATION FRONT VIEW 6'-6" 0 I 12" AC CONC. PAD DETAIL N.T.S. FINISHED 2x WD EACH SI FOR MC 2x MTI TYP, FINISHED F TYP. MEDICINE CABINET IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS T.O.B.B. 3/4" THK TEMP FRAMELESS GL W/ CLIPS 1/2" WALL CAP —� MTL FRAMING KNEEWALL W/ DRYWALL FINISH THIS SIDE TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD � o ROMAN SHWR i� PT 2X SILL PLATE LLLLL LLLLLL- LLLLLL LLLLLLL TYP. KNEE WALL SECTION 1/2" = 1-0" 0 MASTER SUITE 9'-4" CLG. I ao °I FLAT ARCH 8'-4" TO 9'-0" PAVERS' M II — CO V. PATIO 10'-8" CLG. III on o I� II N •� I I N II II II N I II in �SH ° (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SEC77ON 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- 24X40/C) W/1 FULL LENGTH ENGTTHXLAYER DOF® 1/2" TYPE GYPSUM WALLBOARD 0 APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" 0/C CONT. 25 GAUGE METAL TRACKS ' TOP & BOTTOM CONC. FLOOR SLAB HIL77 PINS .145" DIA x 1" LG. ® 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0' DINING 10'-8" CLG. CHANGE IN CLG. HOT. 6080 BP R&S Oj 6020 FG (TEMP) HEAD ® 8'-0" (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING -SEE i TYP. WALL SECTION CONMETAL TOP &T2BOTTOM E W/ (1)TRACKS 0 24 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/1" TYPE GYPSUM WALLBOARD 0 APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" O/C CONIC. FLOOR SLAB HIL71 PINS .145" DIA x I' LG. ® 16" 0/C W/ 1" WASHERS 1 ' INTERIOR PARTITION 3/4' - 1-0" F.G. W/ a BATH a F MASTER s 9 -4" CLG. 0 rn SHELF 0 42" GREAT ROOM 10'-8" CLG. �I SHI15O PANEL KNEEWALL MOLDING LVLS 2-5 I L COUNTER ®36_' AFF— J II DI� a W _J o� P= O F SH H33 A CONDENSKE DRAIN TO BE MIN 12" OSH 35 O (EG ESS) 6070 OHD BEDROOM 2 9'-4" CLG. 6080 BP 4-4 _ LG. z'-4" 3'-s" ° .r13 -2 = �1 40" X 5" M 2880 rr 680 5LISH. IOj'T. WIN I I OPT. D I — -_ LLL_ JL__J 10" _ 2'-0° ° N 2 /A� a UTILITY �O vv' I DEL. SINK W/ DSP. REF KITCHEN CROWN I KITCHEN MOLDING ALL LEVELS 10'-8" CLG. 15'-0" RANGE W/ MICRO ABV. 0 DELETE STD. BACKSPLASH 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 A31�AII�-'SAX-1 COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. GOLF CARTi 26'-8" I I I (- —LNf OF OVERHEAD DOOR I �i SMOOTH COAT STUCCO FINISH EXCEPT AT DRYWALL LINE OF OVERHEAD DOOR ar-------------- L_J 1 I -----� I TWO BAY GARAGE 20 MIN. SOLID CORE I DOOR W/ RABBITTED JAMB OVERSIZED WEATHERSTRIPPING I I I I -4" C GAM T. 0 2880 I • e � Its 11I I =W 1IIIIIII �- IIIIIIIII� FOYER 10 -8 CLG. (2) 2880 PKT DRS DEN 9'-4" CLG. 20 BEARING WALL - SEE STRUCTURAL OSH 25 I Y A l 3oBo i PORCH 9'-4" CLG. ARCHED OPENING SPRING ® 7'-4" 0 B'-O" A.F.F. 16070 OHD A4 PAVERS 0 P � GN' PROJECT LOG ISSUED FOR START 1 10.31-18 ISSUED FOR PERMIT 1 11.20-18 BUILDING COMMENTS 01-17-19 2 I PLAN REVISION 04.08-19 Lu a L1J1 a 5 W Z z $ 3 9 LL U 2 LL N o p z —J � a Z L O° p ❑ o o a �„ 01 •. . C C v-a c In- o-Cnu a7 O U a`"i ev a c _0 'n z d a7 3 v = cn T -0 P_ ca Eo c au E E o 12 o 0 E o nU E •_ a-" W a7 au N ❑ L uw o cu 0 u E to eT c 2 = ❑ _ o Ev a?= Of `n emu—. �•�� O- L N S O N �i/1�� (0 k ® u 0 Lo 1 O -tt r E/� IPoo 0 7 O N � ® s m 0 N Q — CPA cLu =ANOW, Q J O iv 10 hl O P� 5�t -p- ha SC oyNF 10004 cOu LJL a 2-7 � v p O O LL.I O a V Lu, 0 Ll 1/4" = 1'-O" U.N.O. FLOOR PLAN MW 60