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HomeMy WebLinkAboutBuildings Plans�I 00 Mn 00 O O N Cl) a ¢ a a a m .It 2" -4" .._10"8w 16' 0" U -4" 9'-4" J1 32 'A J7 °D T — , L J7 00 v J7 J7 J7 J5 an J3 11 \Ic'-' 2' 0" II 2'00 II 1 4 J1 J3 J4 J4 J4 J4 N J4 J4 J4 J3 J1 O� A I ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9t-4it 10'—QH APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG TRUSS BEARING HEIGHT SCHEDULE I TYPICAL TRUSS END DETAIL MA, t 0 3 2020 ST, Lucie County, Permitting HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (Z) HUS26 © HGUS26-2 © THDH26-2 QD HGUS28-2 QD THDH28-2 Q HHUS46 QH THD46 (D LUS24 © JUS24 - --NOTE- YOUR SIGNATURE WALL 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-81 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 WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. REVIEWED FOR All walls shown are bearing, except as noted. All valleys calculated with sheathing under. CODE COMPLIANCE Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES W/o AUTHORIZATION FROM THIS OFFICE. ST. LUCIE COUNTY Labeling trusses is a service, not a requirement. Engineered BOCC drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. FILE COPY 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 VMICH IS ALWAYS REQUIRED TO PREVENT TOPPUNG AND DOMINOING DURING ERECTION: AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS SEE "BCSI-BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING k BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING a APPLIED DIRECTLY TO THE TOP CHORDS THEY SHALL W BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE WRING ERECTION TO PREVENT DAMAGE. W TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E..E TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL 0REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO Z HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. /ASCE 7-10(L R'I) n MBTRS(Envelope aW se `tN Exposure Category : C Bldg Category : 2 Wind Design Velocity :IM MPH ti9 Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height :16' ift M Bleady Shuct Eng 176051 25N N. Kings Highway Fort Ple ce, FL 34951 (M) 461-4160 l R Trueaes shown om khig/layout are a component part of the buldir and show truss o atlon. Proper erection, temporary and permanent brociin design are the responsibility of the building designer or his engineer . Lateral bracing shown on the individu truss drawings imust be placed during the erection procedur LOT: 69 BLK: GHO HOMES ADDRESS: St. Lucie Count _ Grenadine Custom SI IRRIVNI0iN• Mendnwnod 1/4 l'-O"12/30/19 T7E G 030& Db Q q PR03ECT LOG ISSUED FOR PRECON 12-23-19 ISSUED FOR PERMIT 01-15-20 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE R CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY MATH 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 NTH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MRITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS MASONRY NOTES PLAN NOTES . .. FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR W-0" O/C 1. THE TRUSS LAYOUT SHOWN ON[PERMISSION EET 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 HASDESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 2' MORTAR. TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSARALLEL FINAL TRUSS DESIGNERS LAYOUT. USING THE 2017 FLORIDA RESIDENTIAL 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTIIERNI3E. 3. EELS, LINTELSBOND 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 HIS FRAMING SCHEME MAJOR G.T. BEARING POINTS, ETC.) CAN BUILDING CODE 6th EDITION CONCRETE, 0" ABOVEFLOOREITEMPERED.ALL GLASS IN SIDELIGHTS, SLIDING GLASSFROM B2. E FTER(OIBTAINNUE, THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE ESSTHAND SHALL BE RECORD WHO MUST REVIEW PROPOS CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AAPACITY. 4. REINFORCING I ACCORDINGLY. VERTICAL: 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. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGN RED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNE MUST PROVIDE ALL TRUSS CONNECTHONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. ! 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. MEN A FOUNDATION DOWEL DOES NOT LINE UP NTH A VERTICAL CORE, IT SHALL NOT BE 'SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SU IT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. ENGINEERING CALCULATIONS SIGNED THEIR ROOF TRUSS DESIGN FOR RE D SEALED BY A FLORIDA REGISTERED ENGINEER, OF EW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCN FROM 5. PROVDE.A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF ARCHITECT AND IN NO WAY RELIEVE RUSS SHOP DRAWINGS IS A COURTESY BY THE THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY IN GRATES 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 OR ADDITI IAL 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 C THE SPECIFIC AREAS OF CONCERN. AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE OR BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD STL. STEEL 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CA ZY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING; IF REWIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDE 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 APPLIANCES SHALL BE UL APPROVED AND AS ELK. BLW. BLOCK BELOW FL. G.T. FLOOR GIRDER TRUSS MICRO. MICROWAVE MINIMUM T.B. THROUGH BOL CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES '., SELECTED BY BUILDER. BRG. BEARING GA. GAUGE M.O.MIN. MASONRY OPENING T.O. T.O.B.B. TOPOUGH OUT OF MASONRY BOND BEAM HORIZONTAL: ! 6. ALL INTERIOR LOAD BEARING PAR TO TO BE CONSTRUCTED NTH CLIPS, TOP AND 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS. SHOWN ON PLAN. BTM. BOTTOM GALV. GALVANIZED MONO. MONOUTHIC LO.PL. TOP OF WOOD PLATE'. BOTTOM EACH STUD, AS PER CODE. CLG. CEILING GFI - ROUND FAULT INTERRUPT MIL METAL T.O.T.B. TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK "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 TIP. TYPICAL NOTED 7. STRUCTURAL WOOD AND TIMBER AMING SHALL CONFORM TO THE CONSTRUCTION COL. COLUMN GWB GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTE OTHERWISE 5. GENERAL: "BB") MANUAL" AS PUBLISHED BY THE AM [CAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERE LABORATORIES 2. ALL BOND BEAMS (MARK REINFORCING SHALL. BE CONTINUOUS THROUGH BOND ^I B.ALL CSMT. CASEMENT HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIE - A STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530 O5/ A.S.C.E. BEAMS ONLY. ALL TO B E A MINIMUM OF 48 BAR DIAMETERS. WOOD IN CONTACT WITH MAS G,Y 0 R CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER DEL. DOUBLE HIPS. HOOPS P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCH S 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE Vj OR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). DIA. DIAMETER. MR 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 CEMENTITOUS MATERIALS AND THE OD AS PER CODE. DISP. DP DISPOSAL DESIGN PRESSURE HS HVHZ HORIZONTAL SLIDING HIGH VELOCITY HURRICANE ZONE PART'N. PKT. PARTITION POCKET WC WD. WATER CLOSE WOOD ''. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.$. 602- WORK. 9. CARPENTER SHALL BE RESPONSE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED -V 15. ALL CLOSET LIGHTING SHELL COMPLY NTH 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 P NT COLLAPSE OR DAMAGE. CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS 16. SMOKEDETECTORSWITAND DW E.E. DISH WASHER EACH END INT. LG.10. INTERIOR LONG R.O. ROUGH OPENING FOR MASONRY STRUCTURES. HEADERS FOR FRAMED OPENING -BEATER THAN 6'-0' MUST BE ENGINEERED AND HAVE SE AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE ELEC. ELECTRICAL UN UN. LINEN S.C. S.G.D. SOLID CORE SLIDING GLASS DOOR 8: FVCELLS FOR MASONRY TO BE ROUTED SHALL HAVE VERTICAL ALIGNMENT ,CONCRETE NOTES STAMPED BY THE TRUSS MANUFAC ER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. ELEV. E.S. ELEVATION EACH SIDE LT. LT.. LIGHT LAUNDRY TUB SF SQUARE FOOT SUFFICIENTCIENT L E TO MAINTAIN A CLEAR, UNOBSTRUCTED COWLL. 17. PREWIRE FOR GARAGE DOOR SPENCER SENSOR. SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL BET PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH L- SHALL CONFORM TO ASTM AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND I NOTED. (FOR WOOD FRAME CONSTRU PJDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE ION LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SPECIFIED IN MASONRY N 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..+28.5 PSF +39.2 PSF -43.7 PSF 2-3/4* MIN. EDGE DISTANCE. 6" FROM END -34.8 PSF B FL-20468.10 3080 DR THERMA TRU SGL IMPACT: I/4" TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF SGL LITE 4" & 18.5' O/C MAX. SPACING. -34.7. PSF C FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2" FROM EDGE -34.7 PSF D FL 17499.1 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 E FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF F FL 17499.1 SH 15 MI WINDOWS & DRS SOL IMPACT -.3/16" TAPOONS W/ 1-1/4" MIN EMBED f l`. +33.4 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE w °y}-�16 PSF G FL 17499.1 (2) SH 26 MI WNDO & DRS SGL IMPACT 3/16' 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 FL22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.4 PSF 55.0,PSF -55.0 PSF 0 12" O/C MAX. SPACING -31.2 PSF 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 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 K FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF - 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF L FL 17499.1 - SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF - 0 1 V O/C MAX. SPACING & 2" FROM EDGE -34.7 PSF M FL-9174.10 R12 9100 OHD 6070 WAYNE DALiON 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" MIN. EDGE DISTANCE. 6" FROM END -32.7 PSF N FL 17499.1 (2) SH. 272 MI WINDOWS & DRS SGLIMPACT 3/16" 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 -32.7 PSF I PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN 'PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MUWONS MAX. 104-1/4"HORIZ. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BIM. 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 -53.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-122 POLYGLAS 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 '2RING 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. BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL B OUTHERN PINE. N0. 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 ACI530-11• ALLOWABLE STRESS VALUES OF 120 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING- CING SHALL BE: SLABS ON VAPOR BARRIER AND SHALL HAR : IN HORIZONFOUNDATION VGRADINGULES OF 1600 KSI OR BETTER, AS 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2- UNFORMED ETERMNEDiAL BY ANEAPPROVED LUMB AGENCLYSTICITY 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIO S MAY BE CONSTRUCTED OF 20 0 24• D.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2• GYPSUM DRYWALL ACH SIDE.. ATTACH DRYWALL WITH 1" LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 1 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 NTH 'THE MANUAL OF ', 14. METAL LATH OVER SHEATHING S I.I_ 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 WITH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE. CONSTRUCTION" AS PUBUSHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ..SUBSTRATE AT 4" O/C AS FOLLOWS; OTHERWISE NOTED. CONCRETE: 3/4" LONG STUB NAILS 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS W NAILS OR S / INTO HORIZONTAL WOOD FRAMING M PI. ES TOPROVIDE AT LEAST 1-3/4" PENETRATION IBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL W D 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 TI, !EE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING,DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHE HING: 14 GAUGE STAPLES 1" LEG, 7/16' CROWN METAL MINIMUM OF95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD,2-#5 BARS BOTTOM IF DROP EXCEEDS 8". MTL FRAMING: SELF TAPING SCREWS 12 z 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE. OF TRANSFER USED FOR SOFFITS R CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF BY THE BUILDING . FAND LFOOTINGS 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OFREQUESTED DOWELS AS ARS ABOVE.I'i TICAL BSHAL 115, PNEUMATIC FASTENERS SYSTEM BE HILTI-COIL NAIL PROGRAM. TYPE TOBE CRF 112G MECHANICAL NOTES R 1-1/2" LONG AND .120• DIAMETER .o. 7. CONCRETE FOR FOUNDATIONS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL BE LAPPED 48 BAR DIA: MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ, BEAM 16. TRUSS MANUFACTURER SHALL III IGN TRUSSES TO COMPLY WTH 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. WIND LOADS PER F.B.C. 2017 6TH Ei nON & ASCE 7-10. CONFRM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARDPRACTICE ..- OR ETAIREINORCED ETE CONSTRUCTON AS BY THE CONCRETEFREINDORCING STEEL NOTES GARAGE NOTES STEELFNSTITUTE UNLESS S NOTED OTHERWISE.PUBLISHED 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFOI I TO THE AISC 'SPECIFICATION FOR THE DESIGN, '1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD FABRICATION AND ERECRON OF STRL SHALL CONFORM TO THE APPLICABLE TURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS - __M SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3E DOORS NOT LESS THAN ?' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS. THAN ?" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. PROPOSED SINGLE FAMILY RESIDENCE BY: BOLTS - A 307-00 TUBULAR - A5 -. �a GRADE B (42 KSQ 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL COI 7ORM 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 F LO AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET. STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE 7 � � clo r TRRr7 JIF ES 14 W C E IIIIAD I h LOT 69 MEADOWOOD COPYRIGHT 2018 -GARAGE. 3. THE GARAGE SHALL BE SEPARATED 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 LK DEA PARTN TOTAL GROUND FLOOR 40 5 10 100 SECOND FLOOR 40 S 10 65 ROOF. 30 1 0 48 ATTIC 20 1 0 30 WIND: ULITIMATE WIND SPEED = 160 m.p. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NDIEL THIS STRUCTURE IS DESIGNE IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA JILDING CODE AND ASCE 7-10. DESIGN PRESSURE FOR EXTERIOR DOORS AND WINDOWS ARE NOTED 0 THE ELEVATIONS. WINDOW AND DOOR MANUFACTURER HALL MULTIPLY THE GIVEN DESIGN PRESSURES BY I E APPROPRIATE FACTORS TO OBTAIN TEST PRESSUR . TYPICAL "MI" WINDOWS THERMA TRU' EXTERIOR DOORS ■ • ■ N N NN \ \ c0 c0 t0 t0 52j„ 25j„ SH 15 SH 25 SH 35 SH H35 M.O. 20 1/8" 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 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD X 99" HX 99" H P.T. WOOD BUCK P.T. WOOD BUCK _ EDGE OF SLAB EDGE OF SLAB _ SH 35 N 2680 EXT DR 2880 EXT DR dipOOL 10 �s i " (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, @/4' itTYP. BAY WINDOW `� CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACNG A`• ICI DRAWING INDEX C•-1 COVER SHEET A-T 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 SYMBOLS LEGEND 1 # DETAIL 4 0WG 2 INTERIOR SCALE ELEVATION 3 DETAIL O OwO. SCALE C# COLUMN LABEL F#, FOOTING LABEL SECTION ow- SCALE W% i• jy POT SHELF HEIGHT A",A AS NOTED Dwc. SOFFIT SECTION Erl!/!l!/!!. ER/Ll/% HEIGHT �AS NOTED SCALE - _ PLAN ARCHED ANOR ELEV. SEE ST. INTERIOR ELEV. W000 BUCK # SCALE MASONRY CONSTRUCTION SHOWN TYP.. TYPICAL M.O. 41 1 W M.O. 55 1 _" IN M.O. 78 1/2" W X 99" H X 9" H X 99" H I'-1 GROUT FILLED CELL SEE I q 3 BEAM LABEL ■■ FOUNDATION PLAN EDGE OF SLAB EDGE OF SLAB ■ ® ■ ® ■® REVISION NON -BEARING FRAME IIN��u CONSTRUCTION EDGE OF. SLAB BEANG NORTH ARROW ® CONSTRUCTIONE 3080 EYT DR 3080 EXT DR V 1 14" SIDELITE PR 3080 DR (OUT SWING) (OUT DING) (OUT SWING) h BREAK LINE ELEV BEAM HEIGHT CHANGE BOARD OR 196. G� GRAPHIC SCALE 1PENINGS MA BE ANGLED SLIGHTLY WITHOUT APPR .IABLE LOSS IN RESISTANCE. ✓ • - V-0. 0'-0' FIN. FL. SLAB FLOOR ELEVATION REQUIRED IN,TIE PRODUCT APPROVAL INSTALLATI. PROCEDURES.' 116. RECEIVED MAR 0 3 2020� §T. 6MdIL County, Permitting n m w u J w w a Z z z O Q z J o Q time < z j O 3 c � LL LL w w C a Z Oa t 0 0 ve � O Ln a o, L C Cn � f T = -a LU N d Ll OC 0 +� N A 0 •C_' Lan) O m aci s r0 2 p (n U) C En 0) ]C 0) ,Qe C O AD (7 �N N � Q a+`3 O fu rco tj O O CD O O d� } Lu E .= E O E Z3 OU a) O > �c c�O�� -� c" Ln c S vi 'rL O O ]C Z u Ln CIE Co , L BOCC r O V C W U- F-1 o ou con O Lu r � � J COVER SHEET C-1 r FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. W12 /5 CONT. EXTERIOR MONOLITHIC F-i 20" x 18" BTM. ONE STORY i W/2 15 CONT. EXTERIOR MONOLITHIC F-2 20" x 18" BTM. 0 RECESS 38 ISOLATED F-3 3-0" x 3'-0" x 12" W/4 15 BTM. E.W. PAD 7 W/2 15 CONT F-4 20" x 16' BTM. INTERIOR MONOLITHIC 27 EXTENDED F-5 36" x 20" x 18" W/4 15 BTM. E.W. EXTERIOR MONOLITHIC 19 THICKENED EDGE TE-1 10" x DROP x CONT WIIJ5 CONT AT DROP 34 MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE OVERHEAD GARAGE DOOR OHD RECESS 20" DRIVEWAY / GARAGE INTERSECTION CONC, POURED FILLS CELL W/ STL. PER PLAN DEWELL & EPDXY (1) #5____ REBAR INTO SLAB @ FILLED CELL LOCATION W/ 4' MIN, EMBED, INT❑ SLAB TYP, HOLLOW MASONRY BLOCK RUNNING BLIND PER PLAN CONC, SLAB & MONOLITHIC — FOUNDATION PER PLAN COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 8x8 CONC. BLK. W/1 FULLY GROUTED CELL W/1 15 RT. EA. CELL C-1 BLOCK 0 8'-0" 0 C MAX. OR AS LOCATED ON PLA S 806 C-2 BLOCK CONIC. BLOCK W 2 FULLY GROUTED CELLS 1- VERT. EA. CELL 8x12 � C-3 BLOCK CONC. BLOCK W i FULLY GROUTED CELLS 2- VERT. 12x 12 C-4 BLOCK CONC. BLOCK W 1 FULLY GROUTED ' MATCHING DOWELS FOR MATCHING FOR 16" - - F. CONC. OR MASONRY COLUMNS 48 BAR DIA. COLUMNS 48 BAR D41. - COLUMN MIN. W/STD. HOOKS INT. BEARING WALL SEE FRAMING PLAN FlBERMESH OR MIN. W/STD. HOOKS ° TRANSVERSE REBAR WELDED WIRE PAD REBAR FlBERMESH " FlBERMESH dA MATCHING DOWELS ai 48 BAR DIA. MIN. MESH SEE SEE FOOTING SGHED. L_ - GRADE de`�y. W/STD. HOOKS ONLY AS REOD. ( 3" MIN. COVER 10' FOOTING REBAR L 4 SCHEDULE 1 EDGE BARS ALWAYS i-15 CONT. SEE FOOTING SGHED. I' N z SEE FOOTING SGHED. ) REMAIN. SPACE II ° II - ° fd. FlBERMESH WELDED WIRE MESH I.A. • OTHERS EQUALLY, . A V- - -- 34 THICKENED EDGE #1 14 PAD REBAR - • a SEE FOOTING SCHEDULE CELLS 2- 5 VERT. EQ' EQ. EDGE BARS ALWAYS SGHED, SEE CHED, REMAIN. SPACE OTHERS TYP. EXTERIOR CONT. EQUALLY scHED, (DMONOLITHIC FOOTING O ISOLATED PAD 38)EXT. CONT. MONOLITHIC 27 INT III 79'-2 26' 4. W-0" 3' 6I-0" 6'-0" fi'-0" 2'-0' CONT, REBAR SEE OTHER EQ. SEE FOOTING SCHED. $EE SCHEDULE DETAILS FOR DUCE OMIT CENTER BAR FOOTING HEN ONLY (2) REOD. BEYOND T. MONOLITHIC 19 EXT. MONOLITHIC AT PAD 6020 FG SH H33 S 35 HEAD 0 5-0" HEAD 8'-0" HEAD - // 6070 OHD ®LIE Lt E m a� a r------------------------ F1 ---- /W F2 0 FORM SHOWER PAN ® I J 1-1/2" LARGER ON ALL SIDES THAN ACTUAL 1E-1 FINISHED DIMS/ h SHOWN HERE // I 'ao 6'-0' 18,-D" o 16,-0 i/2" // I ( F1 W I 4" I a -a a o 4'-6" UNDER SLOB ®------------- o 0 A C CONDUIT /��/ r a�— ® / �T^ C2 ® ® I /� I 11 I5. 0'-0" FIN. FLOOR SLAB 2-4' 17'-10" o ( F I Ej 1o'-o^NOTE: �_J • �1 >r— — — — — — — — — — — — — — — — — — — — — — — —I 8" W X 5 14" D RECESS F2 FOR PAVERS (FOOTING DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 6" W X 3/4" D RECESS BEHIND (SLOPED) NOTE: FORM GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL FINISHED DIMS SHOWN HERE I o F2 1 W I a � I I I 8" W X 5-N" D RECESS I FOR PAVERS (FOOTING DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 6 W X -3/4" D RECESS BEHIN —----------J mum r•m �1 ALL COLUMNS ARE C1 U.N.O. ® ® _ J F5 V °° = i 2'- 2'-0" S-0" 3 -0" -0 2'-1 1 0" N a 3080 N C3 4" EXT D ------ -- F1 5" PAV RECESS FLOOR OUTLET O i 6" a -0 7_11W/ BRASS COVER -0 -6 N I 1Y_2" I - F1 PROVIDE r — — — ELECTRIC TO I ISLAND I ❑® C2 ® n n ® I —J III 5'-2" I n F3 F1 I 0 r---� ® L — — — — — — — — — — — — I ---�------— — — — — — — J L -- — — — -- - ------ ® ®® ® o o ® a ® ®® m wo 1- C4 L J SH 15 SH 15 SH 25 HEAD 8'-0" HEAD 8'-0" HEAD 8'-0" F3 PAVERS L---J S/F3 IL 16070 C2 — EXTEND 5-1/2" DEEP R17CESS 4" PAST EDGE OF OPENING, TYP. — FINISH EDGE OF CONCR E AT RECESS, DE . Ll PROJECT LOG ISSUED FOR PRECON 12-23-19 ISSUED FOR PERMIT 01-15-20 Lij m o w � J J LJ ui d = Ld w Z Z 0 a 3 w � m � LL " LL z o u o Q a 0 +� 0 m � o �n w m Sao 7 z C (1 LO O rnaoi Q c O o IS w t � O Ln vi �o c cn 0 $ a20'o �v r a a� o c fl- — � c co a ro E g, o U o ��= > LF c o Ln 2f Z E COFT �1 U- O � O U W w `i ' �J LL J 2: U) 1/4" = 1'-0" U.N.O. FOUNDATION PLAN ` A•1 MISSED COLUMN STL. DETAIL GARAGE CEILING (4) 20 METAL STUD FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE FINISHED CEILING 2x WO BLOCKIN EACH SIDE OF I FOR MOUNTING 2x MTL. STUD'. TYP. FINISHED FLOOR TYP. MEDIC z J o_ 0 0 0 J Ll w w Vi INE CABINET 6'-6" 0 a s 12' AC CONC. PAD DETAIL N.T.S. TEMP FRAMELESS GL W/ CUPS 1/2" WALL CAP—� MTL FRAMING KNEEWALL W/ DRYWALL FINISH THIS SIDE TOP OF KNEEWALL W PT 2X TOP PLATE & 1 2" PLYWD & 11V2" NON ASBESTOS FIBER CEM NT BACKER BOARD KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD, U- -- • o ROMAN SHWR PT 2X SILL PLATE L L L L W/ 1/4" T NS & FENDER wAsHEIR TO SLAB NI L L L L L L LLLLLL L TYP. KNEE WALL SECTION 1 /2" = 1'-0" CEILING TYPICAL 0 1fi FINISHED FLOOR 0 SOAP NICHE Z O w w IZ w Q Li O IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TOTAL AIR VOLUME CUBIC FEET = 17390 TYP. WINDOW S) VERTICAL HEIGHT SEPARATION IS 8" U VALUE SHGC IMPACT .62 / .25 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 R302.9.1 & R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. ADDIA�jTyAONAL NOTES, 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'1 IN MASTER SHOWER AND 7'-0' IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0' A.F.F. O MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE, 6, R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. 9'-4" CLG. N Ny o MASTER SUITE "®r m o� 5'-0" 5'-0" FLAT ARCH 8'-4' TO W-0" I I 10'-D" ow PAVERS I a'-D" I I 0'-8" CLG. N - ----- i �— CO .PATIO " II II II II o O II N II � m II N II II I I N I 1 r, o F SH 15 8H I� (2) /10 S.M.S. 70P & BOTTOM O EACH STUD fINISHEO CEILING - SEE TYP. WALL SECTION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA, END TO STUDS W/ (2) #10 S.M.S. EA END 25 GAUGE CHANNEL SHAPED STUDS- ('X4 STUDS 0 16- 0/C) (2x6 STUDS 0 24' 0/C) W/1 FULL LENGTH LAYER OF 0 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 HIL71 PINS .145' DIA x 1' LG. 0 16" 0/C W/ 1- WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0" o� CHANGE IN J BOZO FIG z CLG. HGT. ( ®8,-0• H HEAD (2) /10 S.M.S. TOP & BOTTOM O EACH STUD FINISHED CEILING - SEE O 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 O / " PE GYPSUM WALLBOARD LIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' O/C CONC. FLOOR SLAB HILTI PINS .145" DIA x 1' LG. 0 16- 0/C W/ IN WASHERS INT RIOR PARTITION 3/4° = 1 CONDENSAT TO BE MIN. 35 i 54" 4' FR SS 3W NIC WIC I — N MP. F.G. W/ C - o SILO, 0,42 0 1 " I I I g 9 -4 CLG. it 9'-4" CLG. x Fso BATH N BEDROOM 2 e, 2• o MASTER n2L " 8' W-0, • 6080 BP DRAWERS 6080 BPS OOBX 52' MIRNN R & S 3' o i O •< -2 UN. 40' X 5 ' M 2880 680 5 SH. ItlpT4V� I OPT. _ D. LL_ J L SHELF O 42" AFF 2'-0' a ILR I 9'-4" CLG. `7 LL '-4" c G.N UTILITY" c p LT R GH N 10'-8" CLG. — BACKING ®F.FI - GREAT ROOMIL 16'-10' 5-0 1/2' 3'-51/" 3•_g• g_0• ^; m 10'-B" CLG. m " a 7'-0' 4'-8" 5'-9' FOYER 3' IN I _ N FLAT THE WALK IN _ I 8'-0. TO 8'-8. 10'-8" CLG. DINING n PANTRY COUNTER O 36" AFF 0� 5 So -I DW 10 L SGL BOWL SINK W/ DSP. REFI 10'-8" CLG. SUPER KITCHEN PACKAGE llllllllllllllllP11111E �r ! 9'-4" CLG. FORMAL DINING 20 BEARING WALL - SEE STRUCTURAL Off�IIDTf-�� O SHI2 WH 500 GALLON PROPANE TANK BURIED UNDERGROUND WITHIN 10'-0" FROM HOME 6070 OHD I I ;OLF CART CALCULATIONS TOTAL U/A 1850 S. F. COVERED ENTRY 107 S.F. COVERED PATIO 2J8 S. F. GARAGE 58J S. F. TOTAL AREA 2778 S.F. WASHER DR DER 28-1/21 SPACE DRYER VENT #Lr) DRYER VENT LOCATION 26'-B" III OVERHEAD DOOR �I SMOOTH COAT d STUCCO FINISH I EXCEPT AT DRYWALL 31 LINE OF OVERHEAD DOOR b Jr---------------b-----� N SEPARATION 34ENTS PER 20 MIN. SOLID CORE DOOR W/ RABBITTED TWO BAY GARAGE JAMB OVERSIZED — WEATHERSTRIPPING I I I I I I 8' P R M C II,�J16070 OHD I 2,-O" 16'-0' I II A am-- A4 I-o I PAVERS n N PROJECT LOG ISSUED FOR PRECON 12-23-19 ISSUED FOR PERMIT 01-15-20 1 BLDG COMMENTS 03-20-20 ui cl� a a W v P11 —i Lq W y Z O W W K (U . Z 3 p, 3 �q o p m� d� � J Q O Z O a. O O c rn "o s 'o (CO O w-0= 0A f1 a O v c m w as L -0 v a ao to a c aYJ aa�vv o to � E S c L9 a� rn N C E S E t W E C s 0 O 0 C7 m Z 'a ON.vi E ozi `� V J W O u mol L W E lox O ®toj 6 0) � a ® C c O z - v h 0 , v^ z IE DI IELIIj~ CO L'I R NCE UCIE COUNTY BOCC FILE 11,000PY C) E=A V � w 1� J 0 d 0 F, o u w v� 0 W 0N o U _j w 1/4" = V-0" U.N.O. FLOOR PLAN A-2 MW - 69 PROJECT LOG ISSUED FOR PRECON 12-23-19 ISSUED FOR PERMIT 01-15-20 I II I I I I I I I I I D.P.= +33.4 PSF -3 PSF —�3,o MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. v is 0 i I I I I I i I I D.P.= +31.9 PSF -34.7 PSF ®' i!CONC ROOF TILE, TYP. a a 4.0` I I I I 10'-B" T.O.B.B. 9-4" T.O.B.B. I I I DECORATIVE SHUTTERS I - - 0'-0"-FIN. FL. SLAB OD.P.= +29.9 PSF -32.7`PSF FRONT ELEVATION - CUSTOM H D.P.= +28.4 PSF - 5/8" THICK MEDIU TEXTURE 0-31.2 PSF DECORATIVE CEMEN 1 S FINISH ON BLOCK WALLS, P. I �._ +33.4 PSF D.P.= +31.9 PSF 36.3 PSF@ -34.7 PSFO ----------------=----------------------- - 5/8" THICK MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. 12 a 0° 6 i � I I I I I _ 10'-8" T.O:B.B _t 9'=4" T.O.B.B. w x ui Lu W J J Wa y W LL " L Q a � Z � t a Q v, � o t::, C c � �O T �.. O 7 .a 2 p_ L (o O OC � •�'� '> (,'J m V1 C VI a� c ce o a v w R E 2- -0v ap 42 Eo O L r > cfOi O rn 4 o W a) aaMj E U Q � = L7 Z a) I I O .; V L Z Oil Lo E fi 0 D.P.= +29.9 PSF n �� ® O --37.7 PSF - — - _ - — _ - 0_ 0" FIN. FL. SLA�B u CJ c REAR ELEVATION I ° - REM WkilA iR ti CODE OMP'1J E ST. LU IE COUNTY �--a 4.0" OCC FILE — - 10'-8" T.O.B.B. ti 9'-4" T.O.B.B. J - — _0'-0_FIN.-FL. SLAB 1/4" = 1'-O" U.N.O. OD34.BPSF5PSF ELEVATIONS LEFT ELEVATION - CLASSIC r • ` Product Submittal Sleet ✓, it _. oj :_-0o r I a f•I -� _.. Soffit Vents (One Piece) "antinuous one-piece Soffit Verit with reinforcing rib to key into stucco &amp; plaster. CS58-300V 5/8' 3" Wtle vent (one pace) overall width, perforatedfla ges 15 31 Soffit Vents - Continuous onepace Soffit Vent with relnrenn rig hard key into sturo> aaroo' plaster. Vent Clip., aI'e prrnided to connect So Vent and to assist in al l gnment. Vent area: 16 square inches per linealit CelAk all intersections, t%Iltjnlnte, ends and corners at lion of Installation. MMMMM V V•• li A XvWWripf owuowwrr- M INI"Geysyr" Product Submittal Sheet vinylcmp. oom i 0 ' Pisa ''0° . r r "�. Giii,errniir,rn Lle}ich Su orig _/,,..: rti d -C lal H Fri i Us 33185 �1 Mid Wall (M Style) Control Joint y , uesi-ner1 to Yeilev�e Stress and. assist in cone a'ling cracks in exterior wall finish. inielsectlons r.° "s t : available 157850UL 7/8"x112" 31/2 solid flange 13/4'parri sled flange `= 1 11 ,s*ra rtl o: is rc gnat...ryav,.h,., e.Jas sotto"'-rrgc a,� i-ndeunu m,;-Into. ...:dReraitabta Un Pj,� •1 mor r /er G5� Caulk all Inten:enions, butt joints, Binds and rionlers at t,m. of installation ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 2770 (SQ.FT.) x 144 - 400.032 IN. / 150 = 2,667 SO. IN. REQUIRED NET VENT AREA / 15 SQ IN. PER LINEAR FT. (178 LF) VENT = 2,670 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TiLE 90/ FELT SELF-ADHESIVE UNDERLAYMENT OVER 30/ FELT TiN TAGGED TO EXT GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024' 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA END GALV. MR. DRIP ON iX2 P.T. 2x6 PAINTED TEXTURED SPRUCE FASCIA CEMENDNOUS FINISH ON METAL LATH ATTACHED TO LEDGER & 2x4 BLOCKING W/ 3' CON17NUOUS VENTS AT ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) CEMEMNTTTTOUS FINISH OVER Be CONC- BLOCK NOT TO EXCEED 5/8" THICKNESS A,�-R 4.1 LTETWEEN SNDS 12 6 15 I I I I I I t I 0 0 El I 000 I I _ I -- - --------------- ----- M D.P: +29.9 PSF -317 PSF INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS Milli 5/8" DRYWALL OR 1/2" fiOUGHROCK' OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP CONT. 8'x 16' MASONRY BOND BEAM W/ 115 CONT. TOP & BUT. - FILL W/ GONG. CONT. METAL POUR STOP 1/2' DRYWALL 1X2 P.T. FURRING O 24- 0/C EXTERIOR BLOCK WALL TO BE STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. WOOD BASE (MAX. 8' O.C) 0'-0' FIN. i SLAB _ 5 4: r. z TLI 1 g Il if Ir TYPICAL WALL SECTION SCALE 3/4' - 1'0' TYPICAL INSTALLATION II WINDOW ASSEMBLY MARBLE 1/2' DRYWALL HERS AS REQUIRED INDOW MANUFACTURER SEAM AT 'MORTAR OR r. �: jIV :. GROUT A'. ,.A ...... '. . ' • 3/4' FURRING TO•� : MASONRY WALL 4 ' 12 6L,,-' OD.P.= +31.9 PSF -34.7 PSF 5/8' THICK MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH ON BLOCK WALLS, TYP. *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 SILL IN FULL AR BED AND HEAD JOINT COATING ' C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION iV 6 PRE ENGINEERED WD. TRUSSES 24" C/C TYPICAL K D.P.= +33.4 PSF -36-3 PSF I j PjO.P.= +33.4 PSF -36.3 PSF s'-o' I I I I I I I I I I RIGHT ELEVATION — _ 9'-4' T.O.B.B. 0'_0" FIN. FL. SLAB CONC. OR MASONRY ALUM FRAME ix4 P.T. BUCK SET IN STUCCO FINISH F 3/16 70 BUCK CON 1/2'CO SEALANT AND NAILED IY/i-1/2' CASE HARDEN PERIMETER CAULKING 2x6 P.T. BUCK SET IN SEALANT FASTEN SCR PERT 0 12- 0/C SEALANT COIL NAILS AT 12 0/C. M4X• CONC. OR MASONRY ix4 P.T. BUCK SET IN W/ 1/4' DIA. x 3-1/4' SEALANT AND NAILED SII/C FINISH CONC. OR MASONRY TAPCONS 3 FROM E.E.W/1-1/2' CASE PARDENEI J Opt, Q to AND 12' 1 MAX ke —GONG. OR MASONRY p, COIL NAILS AT 12' 0/C. o 1x4 BUCK SET IN o a 40' ,00 MAX. DOOR TRIM AND NAILED W/1- DOOR FRAME COIL LS AT 12' 0/C. DRYWALL BOARD DRYWALL BOARD FASTEN TO BUCK W/ Max. CAULKING CAULKING (2) 16 G4LV. x 2" �` ALUMINUM FRAME SCREWS 0 2 -0 0/C DRYW BOARD FASTEN TO BUCK W/ DOOR FRAME TRIM FASTENTO UCK / P� PERIMETER SEALANT SCREWS 0 12' 0ON GALV.x 2' SCREWS 0 2'-0' 0/C STUCCO FINISH PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL ( NDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONC. C UMN DOOR THRESHOLD SET WFA7HER (RIPPING IN BED OF CAULK & FASTENED TO SILL W/ BY DOOR GARAGE NF. R /� / ALUMINUM FRAME SECURE FRAME TO SILL /8 x 1 1/2' SCREWS 0 1B' O/C PERIMETER CAULKING GALV. S BY MANF. TRACK VERT TRACK ASTENED TO E75 W/ L/ WITH SILICONE CAULKING I DOOR FRAME FASTEN 7D SILL W/ FLOOR COVERING 1/4'-20x 2' CARRIAGE x 2' SCREWS ' ' BOLTS & NUTS OOD .0,6 0 2 -0' 0/C a �p O o O GALV. STL TRACK o : C1a o°O oQo o BRACKETS ASTENED <- FLOOR COVERING .o CONC. FLOOR SLAB To WOOD 3/16 xt- 2x8 P.T. a W/ 4' LAG SCREWS ACHED 70 PRECAST OR POURED SILL O o Qpo �0 PERIMETER CAULKING A#Aw's ARw oF COLUMN 5/8' WEDGE PERIMETER CAULKING STUCCO FINISH A PRE� �� ANCHORS (6' MAX. 2'-0' 1 VERT. MENDS) AND GROUT BED W COMPLETE k�s>Rtx, M 2' FROM EDGE OF 2X CONCRETE SUB SILL DETAIL (DOOR) JAMB DETAIL GARA DOOR SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) SNCCOF HED TO METAL LATH ATTACHEDUNDERSIDE OF TRUSSES RAT RUNS TRUSS MANIT. (MAX. B' RE%J CODE ST. LI — _ 10'-8' T.O.B.B_ — _ W-4' T.O.B.B. 10 10 COVERD ®®®®®®®® PATIO GREAT ROOM FOYER Cov. PORCH ®®®®®®® SLOPE SLOPE -----0'-0" FIN. FL SLAB SECTION A -A - CLASSIC PROJECT LOG ISSUED FOR PRECON 12.23-19 ISSUED FOR PERMIT 01-15-20 1 BLDG COMMENTS 03-20-20 W W w W a = Z Z 4z W g J LL W J i R LL Q N 8� Z O 0 vl t� 17113IM �O rn v v W rL c 5 — i a� o r to S c r a c g �+ ?r CD to fn _N Y IV 12 0 i w v ro a c 12 i�3 a: c S N E p rg W $ E •�—' E ao E > = v CUM O S N fnLli c N * Y 8 2L Z t v E 'ih_ On E W :! �O Co 0 6 y C — ii Y C O t L/ O v WW [J N IM D CV E ]C d..4 FILE COPY V (~ W W IJL_ W f Z Z Q 0 O W r/� O o Lu U LLI 2: Ln 1/4" = V-Orr U.N.O. ELEVATIONS SECTIONS A-4 1,�0'MW-69 PROJECT LOG ENG. AND APPROVED WOOD TRUSSS SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE INSTALL PER. MFR. SPECIFICATIONS SEE PLAN AdN CONE. MASONRY BOND BEAM CONT. POUR STOP 8' CMU WALL A5 CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24' 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS GONG. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965f A5 CONNECTION DETAIL PRE-ENG. WOOD TRUSSES /,--SEE TYP. WALL SECTION FOR ACTUAL HEEL AND O.H. CONDMONS USP HTW20 FASTEN TO WALL W/NAILS PER SCHEDULE AS REOD. FRAME BEARING WALL ELEV. STRAP DBL. TOP PLATE TO STUDS W/ "USP" SPTH 4, 6, OR 8 U STRAP W/ (PLATE d �DOWN Icy SIDE WOOD STUDS 0 i6' O/C (PER PLAN) SOLID BLOCIQNG 0 4'-0. O/C VERT. MAX. STRAP BOTTOM PLATE TO STUDS W/ "USP' SPTH 4, 6, OR 8 U STRAP W (6) 0A NAIILLSD(iYPPICCAL) SIDE 5/8- WEDGE ANCHORS 0 24. O/C AND 6" MAX. FROM OPENINGS W/3"x3"x1/4" STEEL WASHERS EMBED 4" MIN. FLOOR SLAB SECTION ALLOWABLE UPLIFT LOADS FASTENER TOTAL FASTENERS SIZE 21 4 6 81 101 11 8d 220 4401 6601 880 11001 1320 10d 2651 5MI 8001 10651 13MI 1500 A5 CONNECTION DETAIL (3) 160 TYP. R REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 T-BRACE AT EA. VERT. AWL w/16d NAILS 0 8' 01C AT T--BRACE A5 CONNECTION DETAIL • r,� •o•e•B. ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8' O/C 2x4 LADDER FOR O.H. 0 12. 0/C is, MAX..CONT. 20 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8' O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C WALL SHEATHING NAIL PER SCHEDULE W/ 30j FELT WEATHER BARRIER, MTL LATH do STUCCO GABLE END FASTEN TO SLEEPER W/ 16d NAILS 0 4" O/C TYPICAL J CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" -G. 0 6" O/C USP TA24R EMBEDDED STRAP W/ (4) i6d NAILS 0 EA. TRUSS VERT. WEB (24" 0/C) CONT. CONC. OR MASONRY TiE BEAM SEE 71E BEAM SCHEDULE 20 LATERAL BRACING 0 4'-0" O/C 15 IN II \II it II II N 11 it II II 13 10 II II 0 G m F = FILLED WiTH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY ;o v� o #5 REBAR AT TOP MIN. (1) REQ'D r 1-1/2' r CLEAR C.M.U. Z GROUT 8F16-1 B/1T #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) L '—NOMINAL HEIGHT QUANTITY OF 15 NOMINAL WIDTH REBAR AT TOP 7-5/8" ACTUAL " NOMINAL HEIGHT r • j: Iff r- ffl TYP. 0 WALLS BU8 8F16-0B/1T 8Fi6-1B/1T 8F24-08/1T 8F24-1B/1T 8F30-1B/1T IITi1:1<:A O LLL , — [ 2 3 IR LOTT'S LINTEL BEAM SCHEDULE 1 B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4' 2106 355 788 247 8F34-18/1T 2 4'-0' 7729 857 4771 286 8RF14-1B/1T 3 5'-4" 5809 157 3057 48 8F16-i8/1T 4 7'-6' 2882 130 1548 97 8F16-1B/1T 5 7'-6' 2882 120 1548 90 8F16-iB/1T 6 5'-4- 5809 355 3057 247 8F16-1B/1T 7 4'-0" 8859 1270 5572 435 8F16-1B/1T 8 3'-6" 10000 1253 9578 436 8F32-18/1T 9 S-6' 10000 1253 9578 436 8F32-1B/1T 10 7'-6" 7857 0 3323 0 81732-19/1T 11 13'-4' 3250 0 1178 0 81732-18/1T 12 10'-6' 1533 423 914 275 8F16-1B/1T 13 9'-4' 2000 1 210 1027 82 8F16-iB/1T 14 14'-8" 1079 217 477 75 8F16-1131T 15 7'-6' 2882 271 1548 95 8F16-iB/1T 16 7'-6- 2882 946 1548 330 8F16-1B/1T 17 3'-6' 10000 1841 7428 650 8F16-113/1T 18 5'-4- 5809 840 3057 291 8F16-1B/iT 19 7'-6" 7857 355 3323 247 8F34-1B/1T 20 7'-6' 2882 250 1548 100 8F16-1B/1T I C I A 0 ISSUED FOR PRECON 12.23-19 ISSUED FOR PERMIT 01-15-20 1 BLDGCOMMENTS 03.-11 W � W A w J a W Z z Z 3WLL Q 8 Z �g a pa 0 � o v m co 0 0 �o L to = 3 t (7 ]C N C Ol C � c au-0vv E d N foo 0 a� � O Q c o Ewc CL 5 o �_ a� 0 FE o �=o� LLI N E U Z3 he it zCL C1 1 IF � o 4 W E am f' ® 0 TO 0 o .� ® cz t � o e— J LAC) 0 [ ') CN REI IE/• ��r•// cv CODE CCU lkl ICE r ST. Ll ICIE Z& TY BOCC _J rW r Z Z) O O W ?� cn � � J W =1 STRUCTURAL RAL A•5 vl MW - 69 PROJECT LOG ISSUED FOR PRECON 12-23-19 ISSUED FOR PERMIT 01-15-20 HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 0 HUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 Q THDH28-2 QH HHUS46 QH THD46 © LUS24 © JUS24 RRG IV OG LVMU OGMRIIVV 9'-4„ 10'-8" 2� r Lla • `i`` Moistureshown not shownn I �rni , 15 rebar min. fAbAfi SLFMf .NO ,9 f ,d• v �Iq c m.w rvvm u: M .N:' l.," p'1 le TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER I i I TYP. RIDGE CAP dt ROOF MEMBRANE 2x RIDGE BOARD BETWEEN TRUSS RU (2) SIMPSON H10 CL ON 1 SIDE OF TRUS: STAGG. & ATTACHEC 2x6 CATS 0 24' 0/ PRE ENGINEERED RO TRUSSES SEE FRAMII PLAN Fn n FRAMFn Pinr.F UTAH TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Fl) I 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 j 1980 1 335 1 670 1 245 490 TC-2 TA14 10d x 1-1 - 1205 1 2410 1 335 1 670 1 245 f 490 TC-3 HTWM16 B led x 1-i 2' 4 f 4' x 1-34' WAB. 1225 - 1225 - 1225 1- TC-4 I HTA16 9 10d x 1-1 2' - 1870 1 2430 11 710 1 13101 2701 1215 TC-5 HTW20 20 10d x 1-f 2 24 10d x 1-1 2' 1530 1 - - - - - ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRIPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD tEWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. NG—SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE i ZONE 2 ZONE 3 PANEL FRAMING EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDARIES REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL SPAN R477NG 40120 19 32' 24' 0/C MAX. SHANK 6' 0 C SHANK 6' 0 C SHANK 6' 0 C SHANK 6' 0 C SHANK 6' 01 C SHANK 4- 0 C SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RA77NG 40120 19132 16' 0/C MAX. Bd 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 APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. WALL EXPOSURE I, OR EQUAL SPAN R477NG 32 16 15132 16' 0/C MAX. SHANK 6' 0/C SHANK 6' 0 C SHANK 12' 0 C BLOCK FREE EDGES 81# MAX. TC-1 V4 Jh% . . . . .CLG.. . MAY G P co In V ch N_ O_ ccyy �R II 91�Z-1 - 4" 686# MAX. El TC-1 in 1� co m O Q Q ¢ Q Q ¢ ¢ Q Q ,-4„ CD 0 NM ¢ 00 V2 V6 MAX. E.E. DO m OMO ONO DO MM —4" all MIN �9 rc� 1601 MAX. Tr-1 J7 J7 J7 J7 J7 J5 J3 J1 04 in DO � 160# MAX. TC-1 J1 J3 J4 J4 J4 J4 J4 J4 J4 J3 J1 Uj v w $ N J w W a f ` z (] o Q W K y LL ILL U F w N o� a O a 0 c rn0 L g o dam= cn nv c O m �. � = O rn C7 vi c to N O O O_ a 3 C rca c�_ +� canN u C ,o w o .2 E CL 2 o O a �� �FE o ���,a L tip -a= Ice Z u � 049 REVIE CODE Cl ST. LlJC B ^ E I O vi JL E LO 0 CD �U O ® O cn CD CD U v .— Cf4CV CV 0 r� a O Q O Wcon o W �h. U 0 U OW J V) 1/411 = V-0" U.N.O. TRUSS PLAN A-6 MW = 69 ELEC. PANEL "UNIT A" 200 CIRC, DESCRIPTION POLE BRKR WI(El KVA, 07 1 AHU HEAT STRIP 2 60 6 9.6 1 A/C COMPRESSOR 2 40 B 0 0 1 ELECTRIC CDOKTDP 2 50 6 10.0 0 1 DBL. WALL OVEN 2 50 6 10.0 0 1 1 DRYER 2 1 30 10 5.0 0 1 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 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 12 GEN. LIGHTING 1 15 14 5.5 0 46.4 9.6 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14,5G A/C LOAD AT G5% = G.24 TOTAL = 30,80 x 1000/240 = 128.3 AMPS ♦ T-USB STATION MA�TER SFJ r;1 WIC G ING ELECTRICAL NOTE: RELD VERIFY OUTLET .DIMENSIONS PRIOR T6 200 AMP SERWCE p METER DISC, COMBO O • 84" A.F.F. (1) SETS OF (3) 1410 AWG. THWN IN 20 CONDUIT il" PANEL 200 A 518" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM \ II MASTER BATH ! II E FLOOR OUTLET W/ BRASS COVER (3) PENDANTS ! / (I Viil � aim o 7DISP. AIR St i KITCHEN J 2 CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER U LOAD. B. GENERAL LIGHTING CALCULATED • 1.850 (SQ.FT. x 3 (WATTS/SQ.FT.) = 5,550 / 10 (GEN.LTG.CIR.) - 5 (WATTS C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC'S. ONLY. NOTE: GARAGE PUSH BUTTON LOCATED • 60" ALTV GARAGE FLOOR 72" MAX. NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM *NOTE* OPENINGS — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA NOTE: ALL VANITY WALL LIGHTS TO BE 100' A.F.F. U.N.O. POWDER ROOM — ALL SWITCHES TO BE DECORA TO BE 860 A.F.F. IF APPUCABLE \♦BEDROOI iN jv O � � II I jj UTILITY ! 2 X 2' i FLU _,.._..__-1 V 1 1�1\ - . 1 ♦,F L D!NNG ♦ I I I I I I I I I I I I I I I I I �31 J PORCH i 1 CELL IN _. ELECT. & CHASE FRAME -OUT SEE DTL. SHEET A-2 TWO BAY GARAGE alrillis NIIIIIIffillil <----------- I -� I i' I I I I I I I I RE\ CODE ST. LI PROJECT LOG ISSUED FOR PRECON 12-23-19 ISSUED FOR PERMIT 01-15-20 1 BLDG COMMENTS 03-20-20 ui W W J 0. ui yI{ W Z Z w o � n U] U �w Ze pa 0 O � w W ILL- w z o O con O LJJ rh m o � U v I J -J W N 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E-1 T MW = 69 .,eirieus .11., ue+o-� PROJECT LOG ISSUED FOR PRECON 12-23-19 ISSUED FOR PERMIT 01-1S-20 2" KIT k Aw KITCHEN u CO 2" 2' AVV LAV 3" CO 2' 2J VTR wc 3' 3" / MASTER BATH TUB LAA / V 2° CO LT CO 3' 3" I CO BATH 2 3 WD 3 LAUNDRY PLUMBING RISER DIAGRAM MASTER SUITE „ CoVPATIO 2 LAV SHWR 6x6x4 20 CFM 16"XT' u R.A.G. 12x12x0 W/12"0 212 CFM n FLEX rim 111 V T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN GREAT ROOM 10x10x6 '186 OFM 10x10x6 161 CFM DINING KITCHEN ° imE WDx7 110 OFM AHU-1 3-TON OU-1 3-TON BEDROOM 2 GOLF CART 12"x12" R.A.Q. 1®x 1®x 6 W/ 3110 $110 158 CFM FLEX 24"x16" R.A. "0 DRYER W/ 14' 777 EXHAUST �i rA, �i� C �`��. RAGE FLEX UTILITY A I" G X 5 44 OFM10,10 -- 5"2 m m CO NOT SCALE PLA �x6x4-0 23 CFM PORCH FOYER 11 CFM PANTR 13ix1,0x7 132 CFM BEDROOM 3 W 8 W W W r J Z EdU Z 7 y W r m ❑ Q 0 J Z N € Oa r) Ln O 01 L C C 10 C v 0 p n�0 �aj a 2o i ��a 39 � � n -QJ � E ¢ c £ o N 8 °'`�_ �w �� ao cu E o .2 E LE j c u �- O c c p C=7 LLI N N u m a� ay 0 W W J W F 1 O O u w � 0 w U T� O w 2: U) 1/4" = 1'-0" U.N.0. MECHANICAL PLAN M-1