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HomeMy WebLinkAboutBuilding PlansGENERAL 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. UNTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE `1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND THESE PLANS WERE PREPARED VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 2. TYPE OF CONSTRUCTON: 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 BUILDING 2. ALL GLAZING .ETHIN.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 WITH 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 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 RENEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 4.REINFORCING: . ACCORDINGLY. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH 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 1st 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. GRAPIER 13 ENERGY BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 6. VERIFY ALL CONDUCTORS AND. BREAKERS WITH EQUIPMENT MANUFACTURER EFFICIENCY SECTION. S. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4, IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY PATH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDAEGISTERED ENGINEER, OF THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2)2) COPIES FOR ARCHITECTS RENEW 7. PROVIDE DISCONNECT SWITCH OF 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 THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. 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. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT DR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. ABV ABOVE EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE 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 CONC. 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 - FR 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 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS B.P.BI PASS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS: 10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS ELK. BLOCK FL. FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. BLW. BELOW BRG. BEARING - G.T. GA. GIRDER TRUSS GAUGE MIN. M.O. MINIMUM MASONRY OPENING T.O. TO.B.B. THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTAL: BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. BTM. BOTTOM CLG. CEILING GALV. GFI GALVANIZED GROUND FAULT INTERRUPT MONO. MTL MONOUTHIC METAL T,O.PL. T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE 1. ALL COMPOSITE LINTEL MARK "L' TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE ( ) *TIMBER 12, PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. CMU CONCRETE MASONRY UNITS GL. GLASS O.H.D. OVER HEAD DOOR TYP. TYPICAL NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION COL. COLUMN GYP GYPSUM WALLBOARD 0/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL: -BB-) MANUAL" AS PUBUSHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. CONC. CONCRETE GYP. 8D. 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 HGT HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIEL A. 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. B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER DBL DOUBLE HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITOUS SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(o). DIA. DIAMETER HR HOUR. P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK MATERIALS AND THE WOOD AS PER CODE. DISK DISPOSAL DP DESIGN PRESSURE HS HVIHZ HORIZONTAL SLIDING HIGH VELOCITY HURRICANE ZONE PART'N. PKT. PARTTON POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.SC.E. 7-10/LM.S 602- WORK' 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH 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 EEACH END INT. LG. INTERIOR LONG R.O. ROUGH OPENING. FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE ELEC. ELECTRICAL UN. LINEN S.C. S.G.D. SOLID CORE SUDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES M STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED. SO ALL DETECTORS SOUND SIMULTANEOUSLY. ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. - 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. E.S. EACH SIDE LT. LAUNDRY TUB SH - SINGLE HUNG 7. CL OVER 4' OPENINGS SHALL T PROVIDER AT THE BOTTOM L GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND 1. CONCRETE SHALL CONFORM TO ASTM C94Y N AND SHALL HAVE STRENGTH IN 28 DAYS AS SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL 11, ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12-S UNLESSOTHERESE 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 PRESSURE A FL-9174.10 R12 9100 OHD 16070 WAYNE DALTON N/A W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED. D.P.=+24.9 PSF + 9.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE. 6' FROM END -27.7 PSF B FL-7630.1 3080 EXT OR THERMA TRU N/A 1/4" TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +�O.0 PSF -50.0 PSF 6' & 14" O/C MAX. SPACING. -34.7 PSF C FL 17499.1 SH 36 MI ENDOWS & DRS SGL IMPACT " 3/16' TAPOONS W/ 1-1/4' MIN EMBED O.P.- +31.9 PSF +55.0 PSF -55.0 PS 0 10" O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF D FL 15349.5 6020 TRANSOM MI ENDOWS & DRS SOIL 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 -36.3 PSF E FL 17499.1 SH 36 MI ENDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PS 0 10" O/C MAX. SPACING & 2" FROM EDGE -37.7 PSF F FL 22401.3 8080 SGD MI ENDOWS & DRS SGL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +28.4 PSF +55.0 PSF -55.0 PSF 0 1Y O/C MAX. SPACING -31.2 PSF G FL 17499.1 SH 35 MI ENDOWS & DRS SGL IMPACT 3/16° TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PS 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.7 PSF H FL 15349.5 6020 TRANSOM MI ENDOWS & DRS SGL 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 -36.3 PSF FL 17499.1 SH H33 MI ENDOWS & 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 J FL 17499.1 SH 35 MI ENDOWS & DRS SGL IMPACT '3/16". TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +�5.0 PSF -55.0 PS 0 10" O/C MAX SPACING & 2' FROM EDGE -34.7 PSF K FL 17499.1 SH 272 MI ENDOWS & DRS - .SGL IMPA}CT,;, 3/18" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF I '. 0 10' O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF L FL 17499.1 SH 272 MI ENDOWS & 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 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 KS] OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND COLUMNS - 1 1/2° FORMED CONCRETE BELOW GRADE-2" UNFORMED 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" D.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, YATH 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 IN 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' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE VATH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 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 SHAD, COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3 4 PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST' BE A MINIMUM 10'-0" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-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 ENDOW 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 2-15 BARS BOTTOM IF DROP EXCEEDS B", MTL. FRAMING: SELF TAPING SCREWS S12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS - REQUESTED REINFORCEMENTAT PERIMETER.RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. ,.DOWELS ASLS VERTICAL D WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 1-1/2" LONG AND .120' DIAMETER D.N.D. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL R LAPPED 48 BAR DIA. MIN. WHERE SPLICED AN D SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ, BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, 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. END LOADS PER F.B.C. 2017 3TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" ' AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACIDS "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. STEEL NOTES GARAGE NOTES 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 WITH SOLD WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES -A-3 DOORS NOT LESS THAN J° (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN V' (35 MM) THICK, OR 20=MINUTE FIRE -RATED DOORS. r� PROPOSED SINGLE FAMILY RESIDENCE BY: BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI). 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE -, ­11i 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) SHEET STEEL'OR OTHER APPROVED -- WELDING CODE . ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ''' " �3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT PRooucr DESIGN LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. t PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. 104-1/4" HORIZ. MI ENDOWS & 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. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -8&4-psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12' GRID, 6" O.C. 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 SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL. V ns �vj Lr-11 C J_ LOCATION JL DEAD PARTN IQTBL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 NO - ULTIMATE END SPEED = 160 m.p.h. ° ' 1 0 BUILDING RISK CATEGORY = II a BUILDING DESIGN AS ENCLOSED Tr EXPOSURE = C /„¢¢� RE ROOF DEAD LOAD FOR END LOT V 3 DESIGN TAKEN AT 10 p.s.f. 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 KM THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND MEADOWOOD WITH CHAPTER 16 E THE PRESSURES BUILDING RODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1 DOORS AND ENDOWS ARE NOTED ON THE ELEVATIONS. ENDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAIL INTERIOR COPYRIGHT 2018 THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # 4 OwG. 2 FACTORS TO OBTAIN TEST PRESSURES. SCALE ELEVATION 3 TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS DWG. SCALE �# COLUMN LABEL N N LN N 18b„ 36„ co NG N 52j„ SH 15 SH 25 SH 35 SH H35 2x P.T. Lu Zr, F# FOOTING LABEL SECTION Owc. SCALE P%///%w//////////A POT SHELF HEIGHT f'////��/ % AS NOTED D SOFFIT Dwc. SCALE �����A HEIGHTEAS NOTED NG.SEE PLAN OR ELEVCHED WOOD BUCK INTERIOR ELEV. MASONRY CONSTRUCTION SCALE ■ ■ ■ ■ ■ ■ ■ ■ SHOWN TYP. TYPICAL M.O. 20 11W M.O. 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 X 99" H X 99" H X 99" H X 99" H X 99" H GROUT FILLED CELL SEE Ix,2x, OR 5/4 BOARD 1x, 2x OR 5/4 BOARD BB BEAM LABEL ■■ P.T. WOOD BUCK P.T. WOOD BUCK EDGE OF SLAB EDGE DF SLAB EDGE OF SLAB EDGE OF SLAB FOUNDATION PLAN 38" 70" 38° "` ■ ■ ® ® ■ ■ ■ ® ® ® REVISION NON -BEARING FRAME M SH 35 TYP. BAY WINDOW I CONSTRUCTION 1; EDGE OF SLAB N BEAR/ NORTH ARROW ® CONSTRUCTION NORTHNG 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14 SIDELITE PR 3080 DER (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) - BREAK LINE ELLV BEAM HEIGHT CHANGE DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE.2x6, 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. GRAPHIC SCALE Al-O' FIN. FL. SLAB FLOOR ELEVATON SCALE: 1/8" - V-0" f ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. ,n PROJECT LOG ISSUED FOR START 09-17-19 ISSUED FOR PERMIT 10-11-19 LU � n � J d LLl Z o r LL L) Yf LL r Q J Q ° K a � Z iu r a Q ra 0 ra ro O i W O- a C •� _ � C OJ O` O ��O a,� a O c(10 cj vi O � rn - j Q� O�J N ` C O -0 -0 � fl C fu rru 0 +-, ,L +-, G to o LU aj 0 a� V 0 O aj o a cf O� h O C/] L N cu O O Y ' a� E N W U m Z O O' a - O O N CD- va E gg 0 u ° w � °- r E u - (n co O 0 C)oC C V_ r CLO � F h 04CN 4 � � LL � z 0 0 O [~ O 0 W ' J W O 114" = 1'-0" I I N 0 COVER SHEET C_1 Div E v - CODE CO PLIANCE ;gip ST. LUCIE COUNTY w 63 BOCC FILE C Y MW FOOTING SCHEDULE DETAIL MARK SIZE xO REINFORCING DESCRIPTION NO. W/2 /5 CONT. EXTERIOR MONOLITHIC F-1 20" x 18"' BTM. ONE STORY 1 W/2 15 CONT EXTERIOR MONOLITHIC F-2 20" x 182 BTM, 0 RECESS 38 ISOLATED F-3 3-0" x 3'-0` x 12" W/4 15 BTU. E.W. PAD 7 THICKENED EDGE TE-1 10' x DROP x CONT. W/115 CONT. AT DROP 34 CONC, POURED FILLED — CELL W/ STL, PER PLAN DOWELL-& EPDXY (1) #5 REBAR INTO SLAB 2 FILLED CELL LOCATION W/ 4' MIN. EMBED. INTO SLAB MASONRY WALL BEYOND - PAVER RECESS' CONC. BRICK PAVER - SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE; TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN J_ CONC, SLAB & MONOLITHIC FOUNDATION PER PLAN MISSED COLUMN STL. DETAIL OVERHEAD GARAGE DOOR OHD RECESS 1� DRIVEWAY / GARAGE INTERSECTION 48 BAR DIA. SPLICE 7 + 8x8" PRECAST + LINTEL. SEE LINTEL SHOP OWGS. 1, FILL COLUMNS AND LINTEL SOLID W/ GROUT r 8"x8" FTLLED CELLS W/ 115 VERT OV.) TYPICAL DETAIL LINTEL ON COLUMN COLUMN SCHEDULE MARK SIZE TYPE DESCRIP77ON 8x8 CONC, BLK. W/1 FULLY GROUTED CELL % T/5 VERT. EA. CELL C-1 BLOCK ®8'-0" 0 C'MAX. OR AS LOCATED ON P NS 8x16 C-2 BLOCK CONC. BLOCK W 2 FULLY GROUTED CELLS 1- 5 VERT. EA. CELL 8x12 C-3 BLOCK CONC. BLOCK W 1 FULLY GROUTED CELLS 2- 5 VERT. 12xl2 C-4 BLOCK CONC, BLOCK 'W 1 FULLY GROUTED CELLS W 4- 5 VERT. Imo'\ s" I . � I CONC. OR MASONRY COLUMN , ;- _r-I. AL�j� °'':� a � FIBERMESH �A' .. MATCHING DOWELS 48 BAR DIA. MIN.FIBERMESH GRADE t"`il' W STD. HOOKS 1-5 CONT. FOOTING REBAR SEE FOOTING SCHED. h ]: N 3" MIN. COVER 10" it • -` a A 34 THICKENED EDGE #1 ° J ••L_v U ' ° { 1 • _ ° ~r `~ MATCHING DOWELS FOR °' COLUMNS 48 BAR DIA. PAD REBAR I MIN, W/STD. HOOKS EQ, EQ. SEE FOOTING SCHEDULE S C H E D. EDGE BARS ALWAYSd/ SEE SCHED, REMAIN. SPACE OTHERS TYP. EXTERIOR CONT. EQUALLY O MONOLITHIC FOOTING ISOLATED PAD ;i i I i • FIBERMESH !° J i' SCHED 38 EXT. CONT. MONOLITHIC 6'4" 6'-0" 6'-0" 6'-0" 2'-0" 7'-11" 6'-0" L 6'-0" 6'-0" 6'-0" , 6020 FG HEAD 08'-!0" SH HEAP 0 133 8'-0" SH HEAD 35 8'-0" — — -- T_ — — — — — — — — — — — — — — — F2 — — — — — — — — — — — — - r--------------------------------�a— 0F2 — ------------------ F1 s"° i ;% I I ap FORM SHOWER PAN L... ® 1-1/2' LARGER ON I b SIDES THAN ACTUAL FINISHED DIMS/ -- 6'-q" -0 1/2 6° _ 15 it t/2" i c^ 100 % p / v SHOWN HERE I F1 26'-g` 5'_5" 3,_g 15'-ll 1/2" �i . . 20. = a � � F4 4- o i I , UNDER.: SLAB, ,� I 0 � � 1» I c A/C COND17Tf I F1 O 4.4° ,i;� 7'-81 2r'1, 6'-61 2" o N. � ro L------------ _ FmFmw L J 8" W X 5 -h" D RECESS � 2 �i LL =JJ — — FORPAVERS (FOOTING 0'-0" FIN. FLOOR SLAB �' DEP MEASURED FROM 5'-0" 5'-0• ( 'i I F2 BOTT M OF RECESS) W/ 6" W X 3/4" D RECESS i6Q- 00 m BEHIND (SLOPED) � � I ALL COLUMNS ARE Cl U.N.O. , Fr r----------- — — ------------J °b 10'-0" NOTE: _ �fc>� ---� ® BM 0 0 C2 16070 OHD C2 NI I O C3 V- " 16'-o" -o, a � < = I F1 " FLOOR OUTLET I 3080 N - — - - — - - W/BRASS COVER _ STEP OUT FTG. ----- A 3'- w 0 COLUMN A4 I PAVERS I � ---� 2 � 13'-2" --- r C4 at- I o I F3 C4 L — — J I PROVIDE — a ° — — ELECTRIC TO v ® F 1~� ° ISLAND Co I o -- I o F1 I r --- 1; L- — — — — — — — — — — — — — — — — — — — — — — — — — — — J '� L. J C4 — - — .— — _ .—.— — — — — — — — — — — — — — — FE 6020 FG HEAD 0 8'-0" 2'- " 6'-0" 6'-0" 61- ` " o '- " 1-0 V-0" '- 7 '-6^ RECEIVED- JAN 2 4 2020 I_ST, Luele County, Permitting PROJECT LOG ISSUED FOR START I 'Of ISSUED FOR PERMIT 1I BLDG COMMENTS 0: ui S W ^I u,Lu LL Z Lu iW_.1 Z � m 9 0� � a ^ z Q o Z pcp 0 S �o 20 ���� l _ mo w M a cr o ado 0 :Fm c o °� �' r`a wM =� m ?i N p0 Ln �' Y y a£ fu rra o` c cn Lu o M n r > Cr N" � c __ o m N U aT3�.o Zj -moo W LL �G z LLJ f--I Lu 1/4" = 1'-0" U.N.O. FOUNDATION PLAN E A-1 v i-iLt GU� C a TOTAL U/A 1,815 S.F. COVERED PORCH 105 S.F. COVERED PATIO 139 S. F. GARAGE 526 S.F. TOTAL AREA 21585 S.F. GARAGE CEILING (4) 2x4 METAL STUD FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE i DRYER VENT #Lo DRYER VENT LOCATION FRONT VIEW 0 6-6 i I � 12" AC CONC. PAD DETAIL N.T.S. FINISHED CEILING 2x WD BLOCKIN EACH SIDE OF I FOR MOUNTING 2x MTL. STUD'. TYR FINISHED FLOOR TYP. MEDICINE CABINET IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 16879.5 3/4" THK TEMP TO OF KNEEWALL W/ PIT FRAMELESS GL 2X TOP PLATE & 1/2 W/ CLIPS PL D & 1/2° NON ASBESTO FIBER CEMENT BACKER BOARD 1/2" WALL CAP KN EWALL W/ NON ASBESTOS FIB R CEMENT BACKER BOARD MTL FRAMING ON SHOWER/TUB SIDE KNEEWALL W/ DRYWALL & ILE FINISH FINISH THIS SIDE CL U ' io O ROM SHWR M PT 2X SILL PLATE L L L L LLLLLj!L LLLL L • 4M1 L TYP. KNEE WALL SECTION 1/2..=.V-07; (2) "' S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS - STUDS STUDS 0 21X40%) ENGTTHxLAYER W/1 FULL OF 1/2" TYPE GYPSUM WALLBOARD 0 APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP &BOTTOM CONC. FLOOR SLAB HILTI PINS .145" D41 x 1" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = IT (2) J10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE O TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" /C 25 GAUGE CHANNEL SHAPED STUDS 24'W1 FULL LENGTH LA OF O 1/2"°T I GYPSUM WAL BOA DYER APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HIL71 PINS .145" DA x I" LG. 0 16" 0/C W/ 1" WASHERS 1011NTERIOR PARTITION ��1 """ 3/4" = 1'-01, 7a'-R" R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. t 6020 FG CONDENSATE DRAIN TO BE MIN. 12" -0 CHANGE IN CLG, HGT, O (TEMP/ OBSCURED) O O FROM BUILDING HB SH 33 G ESS) HEAD 0 8'-0" R & S 9 SO ® 8'- 8'-6r 3 -0" 4 4 WIC 54" '' 4" FIR ESS GLAS SHELF MP. F.G. W/ C ®48" & o l OP OF KNEEWALL 0 2 O 60" A.F.F. ® o 4'_6. 9 -4" LG. N 9'-4" CLG. ®1 I 0 SMOOTH COAT o MASTER �� S U TE - °° F g BATH - 0 9 -4' CLG. GARAGE SEPERATON REQUIREMENTS PER STUCCO -FINISH EXCEPT AT DRYWALL i _ Y F = BEDROOM I� F.B.C. 306.2 _ <o �- H I a o MASTER I N. 5'-8" 8'-0 24'-0" 15'-0" h 8'-2" oa m ° 6080 BP 1 awl TWO ''BAY GARAGE KNEES o' 6080 BP N - — - R& S a l LINE OF OVERHEAD DOOR b o o a r---- —_ ----N —1 0 28g8g° R& s — L— J v °I °a 2'-Z- 3'-6" BATH � OP r_T6� . D 20 MIN. SLID COREFLAT I RCH TO 9'-4" o _I8'-6" O�\ r I ° I " 7'-8 9 GLG. OR W jj�2ABBITTED J' OGEFSIZED WEA RSI IPPING a -4 4 4'- " 1'-4" CLG. o ° LR/n U TI LI Y I 1 1 GREAT R 00 -4 C G.N {�j, 0 2880 (ROUGH IN) 10'-0" " .o NN N �� �� I�x I BROOM ® ® ®� m u m I g CLOS. a? OA 16070 OHD 7c +PAVERS y ® illi IIIIIIIIIIIIIIII I Al 9'-4" CLG. I 00° 4'-0" 16'- 5'- 3'-0" 3'-6" 4'-D" a a S-4" 16'-0" 2'-0" I G V. PATIO O 3080 N- I a 10'-4" CLG. FOYER. I I A4 4' l" 3, 9. I I ® ® 9 -4" CLG. ----------- 0 CLG CHANGE — — — — — — —4 (2) 3080 PCKT. DRS PORCH. I 9. -0° 6�-4� -8"or o COUNTER 0 36_AFF— J I ti o I "' h 6'-4" 8 iN ADW a 9'-4" CLG. DB SINK W/ DSP, 9'-4" CLG. m GLG.OPAVERSo "DINING KIT KITCHEN RFIo9'-4 I '' m BEDROOM 312'-0""' o 15._0" 2' I. 4 ---- ® o. n 0 RAN MICA ABV.F, — — — — — — — — — — — — — — — — SH D 6020 OHEAD 8'-0" 3'-8" 6'-0. 32'-6" 6'-0" -0 49'-2" -0 '-0" 21'-4" 76'-6" J i i� 1; PROJECT LOG ISSUED FOR START 09-17-19 ISSUED FOR PERMIT 10.11.19 W C Lu � J J N LIJ z Q� L � W LL LL J W Z O W D' U Z y F N ❑ y �_ o z J a ^ o Z © r o ':3 W d p. C N Q a� ate..• �. to=�. 0 vi C3 y� c V1 j co = o :: c d �. 02 0 N � w •E + 43) L 0. +a ro rroo 0 0 0 0 0Lu �� b E Q O 9?ILI = �' ❑ 0 O U cn o Hw- 1= c� `n O 0 .� o_ O !+: L7 Z ai c.1. 10 'O a y d J ILL. Z C� =5 ou W F 0 W _ r V o U I 0 J O CW G 1/4" = 1'-0" U.N.O. FLOOR. N A-2 M �A, �' CALCULATIONS TOTAL U/A 1,815 S.F. COVERED PORCH 105 S. F. COVERED PATIO 139 S. F. GARAGE 526 S, F. TOTAL AREA 2,585 S. F. GARAGE CEILING 4'11 15' (4) 2x4 METAL STUDS FLOOR RO CEILING — - Z °- ELECT. PANEL o BACK TO BACK W/ LL METER Li GARAGE FLOOR ELECT. PANEL / CHASE i WASHER DOER 28-1/27 SPACE DRYER VENT DRYER VENT LOCATION FRONT VIEW 0 I 12" AC CONC, PAD DETAIL N.T.S. FINISHED 2x WE EACH FOR N 2x N TYP. FINISHED TYP. MEDICINE CABINET IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 16879.5 3//4" THK TEMP TOP OF KNEEWALL W/ PT FRAMELESS GL 2X TOP PLATE & 1/2 W/ CLIPS 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 FINISH FINISH THIS SIDE ROMAN MPLATE SHWRPT 2X, I LLLL` ` m LLLLLL LLLLLL LL-LLLL TYP. KNEE WAL SECTION 1/2" = V-01' i (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYR WALL SECTION 24 BLOCKING 0 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 OLENGTTHxSTUDS LAYER OF O 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12- 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145" DIA x I" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" CHANGE IN 6020 FG (TEMP/ (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD LIFINISHED CEILING - SEE O TYP. WALL SECTION CONT, 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) 11110 SMS 0 24" /C 25 GAUGE CHANNEL SHAPED STUDS 24" 0/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB HRTI PINS .145" DIA x I" LG, 0 16" 0/C W/ 1" WASHERS 1 INTERIOR PARTITION IA V 3/4' = 1 0- ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL, COMPLY WITH FBC R302.9.1 & R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. CONDENSATE DRAIN TO BE MIN. 12' FROM BUILDING PROJECT LOG ISSUED FOR START 09.17-19 ISSUED FOR PERMIT 10-11.19 1 BLDG COMMENTS 01-20-20 u.i ui h J a Uj LLT r LL w Z Li 5 B n 2 i N o Z', Q 0 5 � = y. o m( c �° 0 c — w a o 0 p a aj n ate-+ to = a 0 3 0 8 Ln a n ;_ Ccea+�a� m 0 a E a s y 0 � ro cn r�s row S E E a aX: L cucu _ p _I;r C U ~ 0 C w � s o � -5 mn Z a e i E g w 0 L E I.I O U _c . u c y 6 r C El,~ , f � IOII �q Qi T- U h� Lf) o LL w z 0 O �./ L1J ff��ll �i w 'o J LLJ 2: V) 1/4" = V-0" U N.O, FLOOR PLAN 1 l A-2 EC PROJECT LOG ISSUED FOR START 09-17-19 .ISSUED FOR PERMIT 10-11.19 12 6� 5/8" THICK MEDIUM TEXTI DECORATIVE CEMENTITOUS FIN ON BLOCK WALLS, T DECORATIVE �TUCCO LOUVER I 6 DNC ROOF TILE, TYP. I I I III MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. I I I I � I I I I B D.P = +31.9 PSF -34.7 PSF FRONT ELEVATION - TRADITIONAL 4 0 I I I I I I 9-4" T.O.B.B_ )OTH STUCCO IDS, TYP. - _ 0'-0"-FIN. FL. SLAB 9'-4" T.O.B.B. rar - — - _ — - - FIN. FL SLAB � SF DEC THICK MEDIUM TEXTURE CO°3;: EAR ELEVATION - TRADITIONAL DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP:. W a w � J w W a Lu W Z w o N n W z z N a N Z L Oa 0 a � in u O C O c6 Q) T O Lu Q p O 2L N o pf '0C a1 x 'ins ai � 0 m x O •� (,� vi c tn' oho' E a O H O U C E =p m W L O y E a O Ln m cu N Y . W '0 � (� m 0 8(O Z - a O �E/� V LLJ O i© Co II, 10 o C _CD V � i ' CV I I 5 I I W ® LL t LLJ �1 ��® -------- W 0' Om FINFL. . SLAB ur) 1/4" = 1'-0" U.N.O. 0A D.P.= +24.9 PSF -- -27.7 PSF LEFT ELEVATION - TRADITIONAL ELEVAWNS VININ'llieconifiz A 31,441 CNnkDiOsryn- IMIYIk%*$"M Product Submittal Sheet vmylcnrp com 8000 NW 79th Place P 305 477 6464 Clanwestern Dietach Building System LLC Miami, Florida 33186 F 305477 4108 Soffit Vents (One Piece) 0. Continuous one-piece Soffit Vent with reinforcing rib to key into stucco&amp; plaster. IIIE EEjII,I 7k lb xavrt.a+ft . B :• piece) 5' to assist finnts-Cntiinuous one-piece Soffit Vent with reinforcngnriboo key into stucco Aster Vent flanges en 3" Soffit &amp; plaster. Vent Clips are provided to conned Soffit Vent and Vent area. 16 square inches per lineal li Caulk all intersectional butt joints, ends and. corners at time of installation MERVISMAM Product Submittal Sheet ' con" A Divelvgn of vinylcorp.com 8000 NW 79th Place f'I Nor ;. aAviexilies f`soutu"A✓♦ "s C,arlwestern IJletoch Burdrj Systems LLC Mtanh Florida 33106 . s,. fie Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish Intersections of Ts ol t available. E 1578-60UL 7/8'x1/2" 3-1/2 solid flange,l-314Perforated flange 15 Mid Wall Control Joints- Designed to relieve stress and assist in controlling cracks in ekfie W wall finish. Intersections of Ts available. US Patent Number 7,757,450 Caulk all intersections, butt joints, ends and corners at time of installation ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2585 (SO.FT.) x 144 = 372,240 SO IN. / 150 = 2,482 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR Fr. (166 LF) VENT = 2,490 SQ, IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 90/ FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT GRADE PLYWO. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024' 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN/ El GALV. MIL. DRIP ON 1X2 P.T. 2x6 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTS ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE— CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS — 0'-0' FIN. FL. SLAB m 12 PROJECT LOG ISSUED FOR START 09-17-19 ISSUED FOR PERMIT 10.11.19 1� I I I I I I I I I I I l 5-0' PROVIDE CEMENTITOUS I � � FINISH PRIOR TO METER INSTALL D.P.= +33.4 PSF I oo 0D 0-36.3 PSF I. I O D.P.= +31.9 PSF Y -34.7 PSF _-_ _-_ _- --_ _- _ _-_--_ _-_ _ _ _ _ MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH I ON BLOCK WALLS, TYP. STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 12 I R PRE ENGINEERED WD. T SSES 241) 0/C TYPICAL INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5/8' DRYWALL OR 1/2' 'TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT 8 xll MASONRY BOND BEAM W/ 115 CONK. TOP &'BOT. FILL W/ CONC. CONT METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING 0 24' 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & D AILS —T III —I I J 11J= '�I� 1�1 II —III =,I I II I I I hI I I Ii111=, I I I I lil�l I Il l l; TYPICAL WALL SECTION SCALE 314" = 1'0" COVERD PATIO - - SLOPE GREAT ROOM ■CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE MARBLE SILL FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF, SPEC N A MD 'AR OR �• WINDOW INSTALLATI G T ° .• a .• • .. DR WALL ° • F �• -4 • SET SILL IN FULL e +d MORTAR BED AND HEAD JOINT `.' STUCCO OR �� DECORATIVE �CEMENTITIOUS ° • CDATING .• • 3/4' FURRING TO "a' MASONRY WALL 4 ^ 8' C.M.U. 4 , PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION TYPICAL I N STAyLLATI ❑ N WINDOW ASSEMBLY FASTENERS AS REQUIRED /-BY WINDOW MANUFACTURER I I — - 9'-4" T.O.B.B_ 2V I .P = +33.4 PSF -36.3 PSF I 0'-0" FIN. FL. SLAB KGHT ELEVATION - TRADITIONAL RAT RUNS PER (MAX. 8' O.C) COV. R PORCH SLOPE STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES TRUSS MAN'F. NO I■I !�! I■I I�I I■I � � SECTION A -A - TRADITIONAL NOTE: IN THE EVE\SRED E R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALHIM THE OPENING, USING A COMBINATION OF 2x & lx PRESSURE TREATED LUMBER. THE FRAMING SHOULD TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING INIMAL EMBED REQUIRED AS NOTED PER PLAN. CONC. OR MASONRY ALUMINUM FRAME ix4 P.T. BUCK SET IN STUCCO FINISH FASTEN TO BUCK W/ 3111 1/2" TAPCON SEALANT AND NAILED W/1-1/2' CASE HARDENE PERIMETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN SCREWS 0 12" 0/C PERIMETER SEALANT COIL NAILS AT 12' 0/C. MAX CONC. OR MASONRY ix4 P.T. BUCK SET IN W/ 1/4' DIA. x 3-1/4' SEALANT AND NAILED TAPCONS 3" FROM E.E k— STUCCO FINISH CONC. OR MASONRY W/1-1/2' CASE HARDENE J op. o AND 6" 0/C MAX. 0 Qc (�—CONC. OR MASONRY Qo COIL NAILS AT 12" 0/C. 8 . ix4 P.T. BUCK SET IN o. o 40' ° o°O ' o MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/i-1/2° CASE FIARDENE COIL NAILS AT 12" 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAX. CAULKING CAULKING (2) 16 GALV. x 2' ALUMINUM FRAME SCREWS ® 2'-0" 0/C DRYWALL BOARD FASTEN TO BUCK W/ DOOR FRAME DOOR TRIM CAULKING 3116'x2-1/2""TAPCON TOBUCKW/ PERIMETER SE41ANT SCREWS 0 12 0/C (2) #6 GAILY x 2" SCREWS 0 2'-0" 0/C STUCCO FINISH PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD kTAIL (WINDOW): JAMB/HEAD DETAIL (S,G.D.) CONC. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR MANE GARAGE DOOR ALUMINUM FRAME //' SECURE FRAME TO SILL 18 x 1 112" SCREWS 0 18" O/C PERIMETER CAULKING GALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ / WITH SILICONE L CAULKING D00 ME F fN TO I FLOOR COVERING 1/4"-200/2" CARRIAGE, xSC BOLTS & LOCK NUTS flOo ° .2" o °o.. O 'O . ° GALV. STL. TRACK BRACKETS FASTENED •o .Oa FLOOR CO RI o TO WOOD JAMB W/ 3/16 xl-i/4" LAG SCREWS PRECAST OR POURED - CONC. FLOOR SLAB 2x8 P.T. ATTACHED TO SILL Q°O. °o. 0 Or — PERIMETER CAULKING kill METHOD OF i COLUMN W/ 5/8" WEDGE PERIMETER CAULKING . STUCCO FINISH ATTACHMENT SHALL ANCHORS 0 2'-0° 0/C VERT. PREVUL WHEN suBeWM 6 MAX. FROM ENDS) AND (,� UT BED SLA W COMPLETE IN,SIRUCTIONS 2 FROM INSIDE EDGE OF 2X CONCRETE SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) W Nor oo L L m o W J r ila� J ui UJ w l LL LL W W D Z 3 N j J F n n O Z J o - a as Z 0 O 0 !O A C Ln W 0 o 4�a 0 v% o rn Ln a m c ��� y 43�102, .- L ro E d C mg�C O to Lo O O O O � > a c�i�C) _ 1 Z a� n '-` is 11 i �C j' u `1, Zoe L0 ®i E il will ' n o O t T.O on on 0 0 AA e a ¢ ch � C7 O a � � U J r- CLu7 = 0 C'4 r-` a W LL z � A w� O U re)FFFii�MMI � 3 0 W '-' t J W 2: 4n 1/4" = 1'-0" U.N.O. ELEVATIONS SECTIONS = A-4 Product Submittal Sheet vim/Imrp. com 1 8000 NW79fh Place P306.477.6464 Clarkwestern Di loh Building Systams LLC Miami, Flonda&31P6 F 3D6-477.4106 Soft Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. �- r 3" wide vent (ore place) 51' overall width, perforated flanges 3 Sofft Vents —Continuous one-piece Sc tt Vent with reinforcing rib to key Into stucco 8amp; plaster. Vent Clips to assist in alignment Vent area 15 square inches per lineal ft. Caulk all intersections, butt joints, ends and corners at time of Iretaliation. 15 Soffit Vent and .}).T.��,� per Product Submittal heel VINYL�/�' R l y , vinyloorecom .I 80DO NW 79rh Piece P306477:6464 �r;x} Fm .. x r rpr' 4us�(6RO ♦♦yV�.aM Clarkwestern Dietrich Building Systems Ld-C.. Mal Florio 3.3166 F $05 477,4108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. / 1578-50UL 7/8'xl/2" 31/2'solid Flange, 144 perforated flange if Mid Well COnfro JPlnla— Designetl f0 reIBYa efr9ae and assist In controlling Cracks In 0M1adOr wall finish: Inlets US Patent Number7,757,460 Caulk all intersections, butt joints, ends and corners. at time of Iretaliation, ATTIC VENT CALCULATION: (SQ IN) Ta w 15 1 - 4,0" L 6 a = 4.0" 3-0 W-4" T.O.B.B. 0 PROVIDE CEMENTITOUS t FINISH PRIOR TO METER INSTALL H D.P. +33.4 PSF b o -36.3 PSF 0D.P.= +33.4 PSF -36.3 PSF o OD.P. +31.9 PSF Dee PSF I f J • 0'-0' FIN. FL. SLAB _— --- .•__r?^'`--------------------.------.------.------.-----------�—----.---------------.----T------------- MEDIUM TEXTURE RIGHT ELEVATION - TRADITIONAL DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS TYP STUCCO ATTACHED TO METAL LATH STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. ATTACHED TO UNDERSIDE TRUSSES RAT RUNS PER TRUSS MAN'F.F. (MAX. 8' 01 1(MAX. 8` O.C) 6 la� ! 7 i PRE ENGINEERED WD. TRUSSES 24" O/C TYPICAL —� R-40 BLOWN IN INSULATION AT ALL A/C ATTIC AREAS PER E CALCS ROOF AREA CALCULATED 0 2585 (SO.FT.) x 144 = 372,240 SO IN. 150 = 2,482 SQ. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (166 LF) VENT = 2,490 SO. IN. TOTAL NOTE; CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT IIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE 12 & NAILING. PATTERN) PRE-ENG. WOOD ROOF TRUSSES 6 024" 0/C TYPICAL W/APPROVED G4LV. TRUSS ANCHORS EA. END R-40 INSULATION PER ENERGY CALL SEE PLAN/ ELEV. RAT RUNS PER TRUSS MANF. a' 5/8' DRYWALL OR 1/2' iOUGHROCK" GALV MTL. DRIP (OR EQUAL) APPLIED TO ON 1X2 P.T aq. UNDERSIDE OF TRUSSES FIRE STOP 26 PAINTED TEXTURED SPRUCE FASCIA CONT. 8 z16" MASONRY BOND BEAM CEMENTITOUS FINISH ON METAL LATH ATTACHED ¢H. W/ 1/5 CONT. TOP & BOT - FILL W/ CONC. W/ 3" CONTINUOUS VENTS ALL SIDES CONE. METAL POUR STOP (TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/2' DRYWALL 1X2 P.T. FURRING 0 24" 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMENTITOUS FINISH OVER 8" CONIC. BLOCK DO NOT EXCEED 5/8" THICK R 4.2 BETWEEN STUDS WOOD BASE MONO. CONC. FOO' SEE FOUNDATION I 0'-0° FIN. F1. SLAB FOR NOTES & =I I I — • T< III ,i. •• . �—I � 17 I— '' � 1J1-1If-11�-II- l�l--Ill- T- ,1JI�l�l TYPICAL WALL SECTION SCALE 314" = 1'0" COVERD PATIO SLOPE GREAT ROOM TY I CAL INSTALLATION WINDOW ASSEMBLY MC13NTRACT13R TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER ANI JAMBS PER FBC 2017 703.4 FASTENERS AS REQUIRED LIQUID APPLIED FLEXIBLE CONCRETE CAULK BY WINDOW MANUFACTURER FLASHING WATER PROOF PRODUCT TO MARBLE SILL MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF, SPECS ,'MORTAR OR �..°.' WINDOW INSTALLATI :. GROUT „ D YWALL • •�� 4• • d �,� ' SET SILL IN FULL MORTAR HED AND HEAD JOINT s i STUCCD OR F •,, DECORATIVE !, :Q • /-CEMENTITIOUS ° / COATING 3/4' FURRING. TO ' •<' MASONRY WALL d H' C•M•U, d •. • w PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 0 9'-4" T.O.B.B_ -Emmmmm� PROJECT LOG ISSUED FOR START 09.17.19 ISSUED FOR PERMIT 10.11.19 BLDG COMMENTS 01-20.20 W o W J Ui LU z J LU _. ZLU O did0W L_U ju LL N 8 , LL 0 ° J Z O a� of Oa Cn o "- c rn M Ln �o d to a 0 O QO CU at`§ oV zoo W to -a G Lh y ai o c rn A N Y`m,d C -Q CL p �.to ,,� N S�L��a� id E W o, b cLl €st C C Cp LD Oz ;' ro ao �0 QJ Id ®®D ®®� PORCH � SLOPE ; ' --0'-0" FIN_FL SLOB 1 i.iri �K E a 0 U € Ca q sell I SECTION A -A isTRADITIONAL r c si [ ) r- � wLin be z h~�« 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 & tx 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. CONIC. OR MASONRY ALUMINUM FRAME lx4 P.T. BUCK SET IN STUCCO FINISH FASTEN TO BUCK W/ 3/16 x2 1/2' TAPCON SEALANT AND NAILED W/1-1/1" CASE HARDEN PERIMETER CAULKING 24 P.T. BUCK SET IN SEALANT FASTEN SCREWS 0 12" 0/C PERIMETER SEALANT COIL NAILS AT 12` 0/C. MAX. CONC, OR MASONRY 1x4 P.T. BUCK SET IN W/ 1/40 DIA. x 3-1/4" SEALANT AND NAILED TAPCONS 3" FROM E.E. � STUCCO FINISH CONC. OR MASONRY W/1-1/2' CASE HARDENE J- ,ia0e Q • o AND 6" 0/C MAX. CONC. OR MASONRY COIL NAILS AT 12" 0/0, o° 0 1x4 P.T. BUCK SET IN b o Qo= �� o0o 80 '0 MAX. DOOR TRIM SEALANT AND NAILED DOOR FRAME W/1-1/2" CASE HARDENE COIL NAILS AT 12 O/C. -0RYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ MAg CAULKING CAULKING (2) J6 Gill x 2` �� DRYWALL BOARD _ ` ALUMINUM FRAME SCREWS 0 2r-0' 0/C FASTEN TO BUCK WJJ DOOR FRAME FASTEN TO BUCK W/ DOOR TRIM CAULKING 3/16 x2-i/2"WTAPOON PERIMETER SEALANT SCREWS 0 12 0/0 (2) 16 GALV. x 2" SCREWS ®2 =0 0/C STUCCO FINISH PERIMETER SEALANT 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 & BY DOOR MANE ALUMINUM FRAME FASTENED TO SILL W GARAGE DOOR SECURE FRAME TO SILL /8 x 1 1/2' SCREWS7 WITH SILICONE 0 18" 0/C GALV. STL. VERT. TRACK PERIMETER CAULKING BY MANF. FASTENED TO TRACK BRACKETS W/ CAULKING Ann DOOR FRAME FLOOR COVERING 1/4"-20;ll CARRIAGE FASTEN TO SEW W If ' BOLTS & LOCK NUTS o Qo 4 0 2 -0/C 00. •0 GALV. SR. TRACK 10 :Oa da0 - d0 10 0 BRACKETS FASTENED F FLOOR COVERING o CONC. FLOOR SLAB TO WOOD JAMB W/ 3/16 z1-1/4' LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL p a 0 QQo % PERIMETER CAULKING 1141 ME71100 OF I COLUMN W/ 5/80WEDGE PERIMETER CAULKING ATTACHMENT SHALL 0 2'-0" VERT our f STUCCO FINISH ANCFIOR5 -0/C PREVAIL(6MIEN SUBAOTIED' MAX FROM :ENDS) AND 1COMPLEIE SLAB'y - INSnWT0 2` FROM INSIDE EDGE OF 2X ON SILL DETAIL (DOOR) JAMB DETAIL GARAGE DOOR) SILL DETAIL (WINDOW) SILL DETAI (S.G.D.) i 0 LJL Easel I"q Z i w Fall © o yr/ W FFrMill 6 U FL J W J Z 1/4 1'-0" U.N.O. ELEVATIONS ' = SECTIONS A-4 MW 63 FILE COPY LOTT'S LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION i 17'-4" 2106 355 788 247 OF34-1B/1T 2 4'-4° 5490 0 4033 0 8RF14-iB/iT 3 5'-4" 5809 0 3057 0 BF16-1B/lT 4 7'-6" 2882 250 1548 100 BF16-1B/lT 5 7'-6° 2882 250 1548 100 BF16-1B/lT 6 6'-8. 3581 355 1947 247 BF16-1B/lT 7 7'-6° 2882 1253 1548 436 BF16-1B/lT 8 5'-4" 5809 250 3057 100 BF16-1B/lT 9 9'-4" 2000 0 1027 0 BF16-1B/lT 10 6'_8° 3581 250 1947 100 BF16-1B/lT 11 14'-B" 1091 250 513 100 BF16-1B/lT 12 5'-4" 5809 250 3057 100 BF16-1B/lT 13 7'-6" 2882 946 1548 330 BF16-1B/lT 14 3'-6" 10000 1841 7428 650 BF16-1B/lT 15 5'-4" 5809 840 3057 291 1 BF16-113/1T i6 4'-0" 8859 250 1 5572 100 1 8F16-lB/lT 17 4'-0" 8859 250 1 5572 100 BF16-18/1T 1 A5 F = FILLED WITH GROUT / U = UNFILLED � "' • a � x QUANTITY OF #5 REBAR AT a BOTTOM OF LINTEL CAVITY a in o #5 REBAR AT TOP MIN. (1) REQ'D _ 1-1/2" CLEAR C.M.U. = GROUT 8F16-1B/1T o #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) L L- NOMINAL HEIGHT QUANTITY OF #5 NOMINAL WIDTH REBAR AT TOP 7-5/8' ACTUAL " NOMINAL HEIGHT W' fi u TYP. 0 WALLS BUB 8F16-OB/iT 8Fi6-iB/lT 8F24-OB/lT 8F24-iB/iT 8F30-iB/iT ENG. AND APPROVED W DO TRUSS'S SEE TYP. WALL SEC710N FO ACTUAL HEEL AND OVERHANG CONDITI NS SEE TRUSS CONNECTOR NOTE. INSTALL PER. MFR. SPECIFICATIONS SEE PLAN lzpr CONT MASONRY BOND EAM CONT POUR STOP 8" CMU WALL A5 CONNECTION DETAIL (3) 16D TYP. r4 DIAGONAL BRACE RES LOCATION AS SHOWN ON 2x4 LATERAL BF LOCA710N AS SHOWN ON 2 10d TYP. TRUSS GABEL END BLOCKING TRUSS TOP CHORD SEE PLAN NAIL SHEATHING TO LADDER EDGE PER DIAPHRAGM SCHEDULE CONT FASCIA BOARD (SEE WALL SECTION) 2X4 LADDER AT 16" 0/C (8" MAX. O.H.) 2X4 CONE. LADDER EDGE W/ (2) i6d NAILS 8" O.C. TO TOP CHORD OF TRUSS WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO TRUSS W/ USP LSTA12 W/ (10) 10d NAILS EA. MEMBER SEE OTHER DETAILS FOR TRUSS REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 TEE -BRACE AT EA VERT. NAIL W/i6d NAILS ® 8" 01C AT TEE BRACE 4CONNECTION DETAIL CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE PROJECT LOG ISSUED FOR START 09.17.19 ISSUED FOR PERMIT 10-11-19 LLj m 8 J LH J W W d = Lu 2 ❑ < z W Ny i6 LL LL N o Q 0 a .0 w C 012 co co u LO E � f0 O_ Q. O � p ch a 1O i S O }r C7 f/CI Vl c0 O y d d . 5 cmCCU E3 C O O am W d O o o E� omu s O cn N Q'ij p O C7 a+ Q 4-3 � N c�v p O m c w An Z c� ..0. Ln Ln a IBM O E CD 0 ; W C F r- O W �j', •,Vj\� �I 0i °: r� a "` W ti a O u_ Z ,W� 0 O H Q W ' J Lu Ln 1/4" = 1'-O" U.N.O. STRUCTURAL PLAN A•5 PROJECT LOG ISSUED FOR START 09-17-19 ISSUED FOR PERMIT 10-11-19 HANGERS TO BE USED (Simpson) or (Usp) HUS26 ® HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 QD THDH28-2 QH HHUS46 QH THD46 © LUS24 ©JUS24 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4° TRUSS BEARING HEIGHT SCHEDULE �IIIIIIL, 3 �2. ' Moisture barde not shown #5 rtlhlar min. !,�' t -19 � " Mi5M18 16 (4)Y X Y 0 (4) 4v1N b 1 MM.20 4 ¢ 1 (4). a/ (4)A x tY S ly, CC jd`s; �jy..r'v^YMI'C 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 1 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 TRUSS CONNECTOR SCHEDULE FASTENERS PER S77 AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Fl) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 - 5 10d x 1-1 2" - 990 1 1980 111 335 1 670 1 245 1 490 TC-2 TA14 (7) 10d x 1-112' - 1205 1 2410 1 335 1 670 1 245 1 490 TC-3 HTWM16 8 10d x 1-12" 4 1 4" x 1-3 4' WAR 1225 1 1225 j - 1225 1 - TC-4 I HTA16 9) 10d x 1-1 1" - 1870 1 24JO 1 1 710 1 13101 270 1 1215 TC-5 HMO 20 10d x 1-1 2 24 10d x 1-1 2" 1530 1- - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPOONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH 153# MAX. 54 MAX. .E. 56# MA . 700# MAX. E.E. 711# MAX. E.E. 153# MAX. X� TC-1 TC-1 TC-1 TC-i TC-1 TC-1 00 LO O N M V (n (0 rl- m NQ Q Q co UOO 00 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q U U U co U U U U U U co LO n R 11 'U C> o M CLG. E BY 9, CL 4„ . I 17 n 17 0' C RAC G, I I-_ --- __ — _ _ RIC<E UI 17 17 . . G>_4, LG. / . . . . . . . — . . . AN 17 17 v V4 ol 17 7 9'-4" CLG. 7 J26 .. - 5 J26 � � � J26 J26 < ^ 153# MAX. TC-1 J26 J26 J26 J1 q� 13 1 CLG. r> c\l 0 o CLG. 0 L A 9,_4„ CLG. � 'J7 X am M J5 153# MA TC-1 J3 1 � A A J7G J7A �) J3 g 2 293# MAX: E.E. c-1 � ROOF NAILING IS IDENTICAL FOR ZONES 1 & 21 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.23.1) 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 Bd RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE I, OR EQUAL SPAN RATING 401120 19 32" 24" O/C MAX. SHANK 6" O C SHANK 6' 0 C SHANK 6' 0 C SHANK 6" 0 C SHANK 8" 0 C SHANK 4" 0 C SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RA71NG 40120 19/32 16" 0/C MAX. 8d RING- SHANK 4" 0 C 8d RING- SHANK 4" O C 8d RING- SHANK 6" 0 C NAIL CORNER STUDS AT 4" O/C MAX. TYPICAL BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. WALL EXPOSURE 1, OR EQUAL SPAN RATING 32116 15/32 16" 0/C MAX. SHANK 6" 0 C SHANK 6" O C SHANK 12" 0 C BLOCK FREE EDGES M I �✓ T� O 2y� J1 J3 J5 J7 J7 J7 J7 J7 J5 J3 J1 9 0, uj r o w � w d LU �z y W r LL " LL W z Z 0 3 U B o J M f a N z0 0 a +" w Oz rn a� 0 roLl 20 •> °O a� aA n e coo n 35 o Z 2 +� � o c N ao i ='O s S > C ((pp y mil] cn � .a o o C7 (ate' mS4g� = o 0 L� -0 Z U i u- r� Z Q 0 o O w_ O U � J ' W - V-0" U.N.O. TRUSS PLAN Mol 7EM 14 km MASTER SUITE COV. PATIO 5x5x4 WIC 23 CFM/7 15"xl 5 R.A.G. 10x10x8 W/12"0 187 CFM A FLEX 1#x10xa 183 CFM DINING 50 CFM I. .,, 90 CFM : ,, MINE T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN GREAT ROOM MCI, n r ., l:Ir " C I<- C4-1 3-TON BEDROOM 2 12"x12" R.A.G. 15 x 10 x 84„ ° W/ 8110 8110 176 CFM FLEX O 0 50 M ° XHAfWST � 2 CFM 24"x18" ° R.A.G. 4"0 DRYER BAT 1 2 W/ 14"O EXHAUST TWO BAY GARAGE 7177 FLEX 10"0 4° ° UTILITY 5X5X5 54 CFM AHU-1 3-TON 10" ® 5"0 ® DO NOT SCALE PLANS rax5x5 12" 32 CFM 70 FOYER ® PORCH 012"x12" R.A.G. 19x 1O x 7 W/ 8110 122 CFM � FLEX KITCHEN J10x10x7 111 CFM BEDROOM 3 PROJECT LOG ISSUED FOR START 09.17-19 ISSUED FOR PERMIT 10-11-19 w m 0 rn W Lu a Lu w Z N S in z 0 a p an cn_ G (/] 2 T w ICU x c O O O Q cn a. V +: LD 0 rn .3 O Y � N ag /oo I'o o+' E cLI) E c o /o d 0 .2E . E 0 aow 6 (7 cu;� � cn� � oLD w w E co bi 0 Z � a 3 E V /LLJ y F L 6 C CD ca � Wf c —' N W ! LC04 on i 3 0 (y Pw g i r4 W O u- A z W o 0 W 0 1 J - J Lu 2: U) 1/4" = 1'-0" U.N.O. MECHANICAL PLAN M-1 t ELECTRICAL SYMBOLS QD DUPLEX RECEPTACLE Q SWITCH n TELEVISION JACK sD SMOKE DETECTOR FP.&L. METER & DISC. AT 12" A.F.F. ( SINGLE POLE T PRE WIRED FE21 Q(I� RECEPTACLE f3 THREEHWAY ® MONOXIDE DETECTOR IIe ATPBASELEX AT0120A.F.FRECEPTACLE PANEL DUPLEX RECEPTACLE i\ SWITCH (T� WAG E�:F SWITCH DISCONNECT � EXHAUST C AT 8" ABV. COUNTER 4 FOUR WAY T THERMOSTAT FAN DUPLEX RECEPTACLE i SWITCH Q INTERCOM PADDLE FAN W/ OR WO/ LIGHT FL EXHAUST FAN W/ LIGHT FLUSH IN FLOOR I R RHEOSTAT I AT 60" A.F.F. 9DUPLEX RECEPLV SWTCH TELEPHONE�URET FLUORESCENTDR DOOR GFI GROUND FAULTTACLE n DIMI MER ® AT 120 A.F. LIGHT FIXTURE RELEASE I RECR SWITCHED EPTACLE TOP DUPLEX I K SWITCH KEYED TELEPHONE OUTLET FLUSH IN FLOOR CENT LIGHT ESWALL. MNTED. FIXTURE I VOLUME CONTROL DUPLEX RECEPTACLE SECURITYLIGHT ® FIXTURE CLG.TMN ED. X WP WATERPROOF KEYPAD INFCLG.R RECEPTAC E N DUPLEX RECEPTACLE J JUNCTION SECURITY ® HI HAT TR LOW VOLTAGE PC UNDER COUNTER BOX LIGHTS CLG. MOUNTED TRANSFORMER Q INTERCOM DOOR ® RECESSED ® HI HAT VAPOR PROOF FB FAN BOX IN CLG. I STATION CHIME EYEBALL 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 RANGE 2 50 6 12.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 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 1 0 1 BATH GFI 1 20 12 15 0 10 1 GEN. LIGHTING 1 15 14 5,5 0 38,4 9,6 1st 10,000 at 100Y = 10.00 REMAINDER AT 40X = 1136 A/C LOAD AT 65% = 6.24 TOTAL = 27.6 x 1000/240 = 115 AMPS (1) SETS OF (3) 1410 AWG. THWN IN 20 CONDUIT 5180 GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDADON 20'-O" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B, GENERAL LIGHTING CALCULATED 0 815 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 5,445 / 10 (GEN.L G.CIR) = 545 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNTTSJ, A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY.I NOTE: ACCEPTABLE SMOKE & CARBON *NOTE* DETECTORS I92 BED ARE BRK SMOKE1- ALL ABOVE COUNTER AND D/o—KE-21007581 B KIDDE SMOKE-21ISLAND OUTLETS TO BE DECORA C/O 21006377-N - ALL SWITCHES TO BE DECORA NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). NOTE: ALL VANITY WALL UGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPUCABLE NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. \ \` _ 1 ........................... WIC I i NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS MASTER \ .\ MAWER S., , H � ® ;% BATH IJIT� - _ .......... I � dMU II � II / CO. PATIO II \ II 8H z ==05� pyE W .. i j o I i FB `L GREAT RQO _1 12'-4" . FLOOR OUTLET - _ W/BRASS COVER --------------------ri=- i ,- \ CENTER OUTLETS / r \-DI P. AIR �. U S ITCH I DINING - - - - - - �...-.._....... ®`KITCHEN FOYER XR3\ x 5-0" HB ELECT, & CHASE FRAME -OUT SEE DTL. SHEET A-2 TWO BAY GARAGE I , I . PHOTO CELL SENSOR IN SOFFIT 4. \ I. i / PROJECT LOG ISSUED FOR START 09-17-19 ISSUED FOR PERMIT 10-11-19 W ui w L Z J J W = < w N LL i fm0 z o —� �0 a Q Oa t 0 Ln 0 Cn co CCU 'O 'O Lu.. C- N Cp _ Ln a d _ CL g c R f� a Cu o Ln3 C7 vi C Ln rn > m ui to C N pa CL. � cn o E ai o n0 'd �H-o CM C O Ln C C Ql O .TO m O c7 z � o v a. '1. E a LLJ' r- w In �• E in Ci 0Y � z = z U J 0 N x C_� a LL €mod O O V ro O W `--i V � ' Q J O_J W 2: U) 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN I