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HomeMy WebLinkAboutBuilding Plans64' 0" 5' 8 7/8" 12' 1 1/8" 6' 10 1/2" 3' 7 1/2" 1 1 17' 2 1/2" 10' 3 1/8" 68 7/8" to <V a O O O T a a a LDD LO a a Cl) N a a O a O a Q a M sf u7 O n `? a a a a a a a a ---- --- --- ---- -- --- -- - - - --- ---- ---- --- ---- ---- - J5E-- J6E J o N D8 J 0 N p7 J 04 11-4 J CLG r CLG D6'° m J M 9'-4" 10-4" maus- o LG. CLG. F F�V LNU p4 wZ . HUoc- N ZW . D3 J . . D2 J . . n D2 J 9'-4" 1'-4" . CLG. 15 1 3/4" CENTER OF BRG COL CLG: D1I J q. D9 J7 . . . . . . . . . . . . . . . . . . . . . . RG. ICOL. TOP A A A A A > - CLG BRG. 'COL. TOP J7 co J AT '-4" v J7 J5 . J7 J 9,_4n J7 J CLG. J7 J J7 J5 CLG TO 2' 0" 7' 0" D 5' 0" 2' 0" 2' 0" 2,_4' J7 S9'-4 11G.CLG MV2 J CL CKET B - ----- ---- - ,CLG J7 J B LDER ` MV4 "D10 TO WALL / BY B ILDE J7 J tT A MV6 LL \ j7 A A A A A D10 . E4 V4 J42 i L L �t / � 14'-8" o E1 9'-4" H1 J3 J CLG. N O N CLG. L �' LA o E3 L H2 = J1 A A A A A A iv o N H3G 62 1' 0" E2 J1 -� C'✓ 61 `* o E2 p2 iv N 61 E2E )� B1 ' � 0 ✓r, 9'-4" B1 CLG. 131 iD N 63 i0 B4 N 7 O iv B5 O L L N Bs J 3 K1 L lr�65 J3 ==34 b o 'v J1 L iv 1(2 L J1 1' 4" Fv K3E 5' 10" 910. 5' 10" 13' 0 3/4" 12' 6" 2' 4" 1 5' 8" 1 1' 4" 4' 4" 64' 0" t ALL WALL$ SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 94„ 10'-8" I I — 4" 1 APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG TRUSS BEARING HEIGHT SCHEDULE I TYPICAL TRUSS END DETAIL J \—INDICATES LEFT END OF TRUSS HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 Q HUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 Q THDH28-2 (B HHUS46 Q THD46 © LUS24 ©JUS24 NOTE: YOUR SIGNATURE WILL A(,KNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING; INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT, REVIEWED FOR SIGNED CODE COMPLIANCE TITLE ST. LUCIE COUNTY BOCC DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. FILE COPY DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility RECEIVED of the builder to utilize engineered drawings when erecting trusses. WARNING MAR 0 3 "1 ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEER( ,SY, LU05 QD,Inty, Permitting -- PROFESSIONAL ADMCE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPUNG AND DOAINCING DURING ERECTION; AND PERMANENT BRACING WHICH C MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE'BCSI-B1 Summary Sheet CONIQiTARY mid RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPD. TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB E BRAT WHERE SPECIFIED SHEATHING IS APPLIED SIGN. Y TO THE TOP CMOfi05; THEY / SHAD BE BRACW AS SHE ON THE TRUSS DESIRE. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPUES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE 0 CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �+ HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity :1Sx4. MPH Iap. Factor : 1.00 Wind load Durolian Factor : 1.60 Meal Roof Height : 1 C l� Brim M Ble*y Si uct Fng f76051 2590 N. kgs Higllwoy Fad Pierce, FL 301 (77M) 4W4160 n a I IN O TE Trusses shown this layout am a component part of the and show truss to tion. Proper erection, temporor permanent bract g eeign are the responsibility of the b designer or his inear . Lateral bracing shown on the i truss drawings must be placed during the erection pn SOUrrjEEMp TRUSS (772)�4644-4160 CO11/IPANIES, INC. 2590 N. Kings Highway Fart Pierce, FL 34951 GHO MONIES ffiFW Avalon Artisan o _ /4"=1'-O" 01 /27/20 PROJECT LOG ISSUED FOR PRECON 01-20-20 ISSUED FOR PERMIT 02-05.20 GENERAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION. 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE, 3. CONSTRUCTIONS SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY NTH 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 COMPUANCE WITH THE F,B,C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6, REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2017 ABBREVIATIONS THESE PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6th EDITION MASONRY NOTES i. CONCRETE UNITS BE ASTM C ASTM GRADES NI OR NIL. PROVIDE PRECAST PSI) ) LINTELS AS NECESSARY, (fm = 1500 2. MORTAR TYPE M PER ASTM C 270-92. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA GRAVEL CONCRETE. 4. REINFORCING VERTICAL: PLAN NOTES 1. PROVIDE 1x2 P.T. FlRESiOP HORIZONTAL 0 CEILING &WALL INTERSECTIONS OR 8'-0" 0%C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 I 2 ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, ALL GLASS IN SIDELIGHTS, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED, r 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 1 EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20' MADE, AND MIN. NET AREA OF 57 SF FOR 2 d FLOOR WINDOWS AND 50 SF F R WINDOWS THE FRAMING NOTES THI SHEET IS SCHEMATIC IN NATURE HOWEVER, THE AS BEEN DES0NED..UNDER THE ASSUMPTION THAT THE OSEL PARALLEL FINAL TRUSS DESIGNERS LAYOUT. TON OF TRUSSES, MAJOR O,T. BEARING POINTS, ETC.) CAN NING PERMISSION FROM THE PRIME PROFESSIONAL OF OSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS GINEE ED TRUSS DESIGN MUST BE SUBMITTED TO THIS NERSMUSTPROVIDE ALL TRUSS CONNECTIONS AS PART OF (ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND (SHALL LOCATED METER & PANELS ASREQUIRED,I". fg Z ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. e" 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE I COPPER OF EQUAL AMPACITY. 14. ALL BRANCH CIRCUITS 1N RACEWAY OR. NON METALLIC SHEATHED CABLE. 5 COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TOCONSTRUCTON 1. THE TRUSS LAYOUT SHOWN SUPPORTING. SUPERSTRUCTURE FRAMING SCHEME SHOWN WILL 2. THIS FRAMING SCHEME (DIRE BE MODIFIED ONLY AFTER DST RECORD WHO MUST REVIEW PR ACCORDINGLY. 3. FINAL SIGNED AND SEALED OFFICE FOR REVIEW TRUSS DE OR A, ASTM A615-94 PER. REINFORCING SECTION (GRADE 60). • • n 1st THE DESIGN.. BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. E F 6. VERFFY ALL CONDUCTORS AND BREAKERS NTH EQUIPMENT MANUFACTURER B. WHEN 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:I14 AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHA SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND 'SPEdFICATIONS ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED, ENGINEERING CALCULATIONS SIGD THEIR ROOF TRUSS DESIGN FORREVIEW AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS, C, VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE INCH FROM S. PROVIDE A MINIMUM OF 4 CLEAR ALL AROUND AIR HANDLER UNITS, PRIOR TO FABRICATION, REVIE ARCHITECT AND IN NO WAY RE OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE Es THE TRUE MANUFACTURER -0F HIS RESPONSIBILITY TO & PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWATCHES AT A/C EQUIP. AND AT H THE MASONRY. PROVIDE A LAYOUT THAT FULL INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. f$. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED JUMPERS OR THERE IS ANY CONFLICT OR A ONAL 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 WRITI G OF THE SPECIFIC AREAS OF CONCERN. I AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE GFI 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 T CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.. SHOWN ON PLANS B.F. BI FOLD FR FRENCH DOOR MAX. MAXIMUM SW SWATCH 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 PATH B LDER 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 BILK. BLOCK FL. FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. .SELECTED BY BUILDER. BLE BELOW BEARINGTM. G. T. GIRDER TRUBBRG. MIN. M0. MINIMUM MASONRY OPENING T.C. T.O.B.B. THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTALr BEAM SCHEDULE NOTES ALL INTERIOR LOAD BEARING .uT ONs To BE CONSTRUCTED WITH CLIPS, TOP AND 11• PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. BOTTOM GALV. GAUGENIZED55 MONO, MONOLITHIC LO.PL TOP OF WOOD PLATE BOTTOM EACH STUD, AS PER CB. CMU CEILING 'CONCRETE GFl GROUND FAULT INTERRUPT METAL T.O.T.B. TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. L ALL COMPOSITE LINTEL MARK %' TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE ( ) NOTED 7. STRUCTURAL WOOD AND TIM FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION � 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. - CMU MASONRY UNITS GL. GLASS 0 O.HJ3. OVER HEAD DOOR TIP. TYPICAL :° .COL. COLUMN GWB GYPSUM WALLBOARD 0/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL: MANUAL AS PUBLISHED BY TH r;MERIC AN INSTITUTE OF TIMBER CONSTRUCTION. 13, DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 5 DUPLEX RECEPTACLES CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 12. ALL BOND BEAMS (MARK 'BB").REINFORCING SHALL BE CONTINUOUS THROUGH BOND CSMT. CASEMENT HOT, HEIGHT P.S,F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD 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. 8, ALL WOOD IN CONTACT WITH ASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14, IN KITCHENS, DINING ROOMS AND BATHROOMS RECEPTACLE OUTLETS FOR COUNTER OBL 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 n PROVIDE AN APPROVED MOISTU VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). DIA. DIAMETER HR HOUR( PIT. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING .CODE REQUIREMENTS FOR MASONRY STRUCTURES, 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B" TO FIT BLOCK . CEMENTITOUS MATERIALS AND E WOOD AS PER CODE DISP. DP DISPOSAL DESIGN PRESSURE HIS HVHZ HORIZONTAL SUDING HIGH VELOCITY HURRICANE ZONE PARTIN. PKT. PARTITION POCKET WC WD. WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- WORK. I 9. CARPENTER SHALL BE RESP SIBLE FOR PROVIDING ADEQUATE BRACING, AND BRIDGING USED COMPLY WITH NEC. 4 15. ALL CLOSET LIGHTING SHELL COMPEC S10.8. k r� DR. BOOR 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 " PREVENT COLLAPSE OR DAMAGE. -16.SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS DW DISH WASHER TNT. INTERIOR R.O. ROUGH OPENING FOR MASONRY STRUCTURES.E.E. OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE EACH END SIC. LID CORE 10. HEADERS FOR FRAMED OPE TUGS GREATER THAN 6'-O' MUST BE ENGINEERED AND (AHEAD TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. ELEC, ELECTRICAL LN. UNEN S.G.D. SG �IDNG GLASS DOOR 8. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE.NOTES ',. STAMPED BY THE TRUSS MANU ,CtiRER. (UNLESS NOTED OTHERWISE) A# ELEV, ELEVATION LT. LIGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWRE FOR GARAGE BOOR OPENER SENSOR. E5 EACH SIDE LT LAUNDRY TUB ii ALL HEADERS OVER d E Q W a uj LH W Z. J J w Z y p� K U � x LL N a Q Z SH SINGLE HUNG 1 DOORS WINDOWS TO B (2 OR (3) 2X12S UNLESS OTHERWWSE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM 0 :GROUTED CELLS AT EACH 1, CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CON ,SUCTION DEPENDING ON ALL WALL THICKNESS). �18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12 REQUIRED FOR ALL 120-VOLT, ' +� UFT OVER 4-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND ' SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL -_ m 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 16000 WAYNE DALTON N/A W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED. D.P.- +28,5 P +28.5 +39.2 PSF -43J PSF 2-3/40 MIN EDGE DISTANCE. 8" FROM P B FL 17499.5-R5 (2) SH 25 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +60.0 PSF-70.0 PSF FL 15349.1-R11 W/ FIG. O 10- O/C. MAX. SPACING & 2- FROM EDGE -32.7 PSF C FL 17498,5-R5 SH 15 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -70.0 PSF FL 15349.1-R11 W/ F.G. ABV. 010- O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF D FL-20468.6 PR 3080 DRS THERMA TRU N/A i/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +29.9 PSF +50.0 PSF-50.0 PSF RAISED PANEL 4" & 14;5" O/C MAX. SPACING. -32.7 PSF E FL 15349.1-R11 6424 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -80.0 PSF EQUAL SPACING .& 3" FROM EDGE -36.3 PSF F FL 17499.5-RS SH 35 MI WINDOWS & DRS NON IMPACT 3/18" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -70.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE 34.8 PSF 0 FL 15349.1-R11 51020 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33,5 PSF +60.0. PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -44.8 PSF H FL 17499.5-R5 SH H33 MI WINDOWS & DRS NON IMPACT 3/18":TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF 60A PSF -70.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF FL 17499.5-R5 (2) SH 35 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +29.9 PIF 60.0 PSF -70.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -38.3 PSF J FL 22401.1 12OW SGD MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.- +28.5 PSF +55.0 PSF -55.0 PSF 0 12" O/C MAX. SPACING -31.3 PSF K FL 15349,1-R11 12014 TRANSOM MI WINDOWS &.DRS NON IMPACT 3/i6' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -34.8 PSF L FL-20468.10 2680 DR THERMA TRU NON 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. -34.8 PSF M FL 17499.5-R5 SH 26 MI WINDOWS & DRS NON IMPACT >3/16" TAPCONS W/ I -Ile MIN EMBED DI +31.9 PSF +60.0 PSF -70.0 PSF 010" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF N - FL 15349.1-R11 3214 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF - EQUAL SPACING & 3" FROM EDGE -36.3 PSF 0 FL 17499.5-R5 SH 36. MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P,= +31.9 PSF +60.0 PSF -70.0 PSF 010" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF P FL 15349.1-R11 4614 TRANSOM MI WINDOWS & DRS NON IMPACT 3/18' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -00.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF Q FL-20468.10 2880 OR THERMA TRU NON IMPACT 1/4" 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. -41.8 PSF R FL 17499.5-R5 SH H33 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +60.0 PSF -70.0 PSF 010' O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF S FL 17499.5-R5 SH 35 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF 60.0 PSF -70.0 PSF 0IV O/C MAX, SPACING & 2" FROM EDGE -34.8 PSF T FL 17499.5-R5 SH 35 MI WINDOWS & DRS NON IMPACT 3/18" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF 60.0 PSF -70.0 PSF 010" O/C MAX. SPACING & 2" FROM EDGE -34.8 PS U FL 17499.5-R5 SH 23 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED O.P.= +33.5 P F +60.0 PSF -70.0 PSF 0 10- O/C MAX. SPACING & 2" FROM EDGE -36.3 P F V FL 17499.5-R5 SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 P +60.0 PSF -70.0 PSF 0 10" O/C MAIL SPACING & 2" FROM EDGE -34.8 P W FL 17499.5-R5 SH 25 MI WINDOWS & DRS NON IMPACT 3/18' TAPCONS W/ 1-1/4" MIN EMBED D,P.= +31.9 P +60.0 PSF -70.0 PSF 010" O/C MAX. SPACING & 2" FROM EDGE -34.8P PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, FTC PRESSURE, PRESSURE MULLIONS MAX HORIZ. ' MI WINDOWS &DOORS 1/4" TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 53 FL 15353,4 X. ROOFING NOA NO. 18-0829.05 EAGL<{ ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO.17-0614-.22 POLYGLSS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12" GRID, 8" O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SPACED 0 EVERY HI RIB (4' O/C) W/ 1-3/4" EMBED, N/A N/A PER NAIL, HURRICANE PANELS FL 1129,11 HURRICANE STORM 1/4' -20 x 3/4' S.S. 120" MAX. SPAN GALV STEEL PANEL PAN0. KNURLED STUDS 12-1/2' D.C. TOP AND BTM 37J PSF +49.0 PSF -56.0 PS I] MANUFACTURING 'HNC BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 310-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHA tiE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE .SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. p CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 200 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 SHi L HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-3" DETERMINED BY AN APPROVED JMBER GRADING AGENCY. 9 'PLUMBING NOTES 0 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH 13, NON -BEARING INTERIOR PAI 17ONSMAY BE CONSTRUCTED OF 20 0 24' O.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2" GYPSUM DR ALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG F; 3. REINFORCING STEEL: GRADE 80 (FY=60.000) ASTM A815-94. BUGLE. HEAD DRYWALL SCREWS T 12" O/C MAX. %. 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 SHEATH( SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO 12. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3 F.B.C. Q F' STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' PUBUSHED BY THE SUBSTRATE AT 4' 0/C AS FOL WS; I 3. COLUMN AND WALL CENTERUNES SHALL COINCIDE WITH .FOOTING CENTERUNES UNLESS OTHERWISE NOTED. CONCRETE REINFORCING STEEL INSDTUTE UNLESS NOTED OTHERWISE.AS . CONCRETE: 3/4 LONG STUB N LS W 3 8 HEAD. HORIZONTAL AND VERTICAL WOOD / " 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11, I 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS 0 INTO HORIZONTAL WOODd FRAMI STA LES TO PROVIDE AT LEAST 1-3/4" PENETRATION ME BERS, AND 3 4 PENETRATION INTO VERTICAL W000 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-O" FROM ROOF JACKS. ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS, ON VER11 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 I BENT OVER TO ENGAGE AT LEA THR rE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF It 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. HEATHING: 14 GAUGE STAPLES 1" LEG, 7/15" CROWN METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D1557. DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS B". II MTL FRAMING: SELF TAPING S WS #12 x 1/2' WASHER'. HEAD STAPLES SHALL NOT BE i6. INSTALL CHASE PIPE FOR HVAC, 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILING REINFORCEMENT AT REQUESTED BY THE BUILBNGROFFICIAL.AL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWERS LS VERTICAL BARS ABOVE. N AND WALL FORCING TO FOOTING WITH SAME SIZE AND NUMBER OF,, 15. PNEUMATIC FASTENERS SYS �a TO BE HILT( -COIL NAIL PROGRAM. TYPE TO BE CRF 112G IIMECHANICAL NOTES 1/2" LONG AND .1200 DIAME F U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED AND SHALL BE, WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER ASHORIZ. BEAM 16. TRUSS MANUFACTURER SHA DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AR 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 6 1 EDITION & ASCE 7-10. iCONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL' rN 9 PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE It � : _.__ . 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 FORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE STALL BE EQUIPPED WITH SOLID WO, D t( " FABRICATION AND ERECTION OF TRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. ]MATERIALS ' (DOOR,$ NOT LESS THAN T (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPU FI-E ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN ?' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. PROPOSED SINGLE FAMILY RESIDENCE BY: BOLTS - A 307-00 TUBULAR A500-010 GRADE B (42 KSI) 2 DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE I " 2. WELDED CONSTRUCTION SHA '.ONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM N0. 28 GAGE (0.48 MM) .' WELDING CODE". ELECTRODES O FELO AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE $, - GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT `ES LOAD SCHEDULE LESS THAN }" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. 171 _�� L J la Eproll GROUND FLOOR 40 � 0 10 100 DRAWING INDEXSlkil SECOND FLOOR 40 15 10 65 C-1 COVER SHEET ROOF 30 18 0 48 ATTIC 20 10 0 30 A-1 FOUNDATION PLAN „ ` A-2 FLOOR PLAN ; A-3 ELEVATIONS �0(�; ..F ') UU11MATE WIND SPEED = 160 .D.h. A-4 SECTIONSmr BUILDING RISK CATEGORY - II A-5 STRUCTURAL PLAN N BUILDING DESIGN AS ENCLOSE A-6 TRUSS PLAN " EXPOSURE = C E-1 ELECTRICAL �pE VIEWED FO R 0 r ROOF DEAD LOAD FOR WIND M-1 MECHAMOME COMPLIA E P4 �O 26 DESIGN TAKEN AT 19 ps.f. y � A NTH CHAIPTER 16 OF THE FLO DA BUILDIINGOCODECE SYMBOLS LEGEND BOCiCi T ���DOW AND ASCE 7-101 DESIGN PRE RES FOR EXTERIOR i � T DOD. DOORS AND WINDOWS ARE NO D ON,THE ELEVATIONS. WINDOW AND DOOR MANUFACT ERS SHALL MULTIPLY DETAIL INTERIOR A COPYRIGHT 2020 1 THE GIVEN DESIGN PRESSURES Y THE APPROPRIATE f 4 DWG. 2 1 FACTORS TO OBTAIN TEST PR URE . SCALE ELEVATION + 3 TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS DETAIL F'LE 0 1Y Owc SCALE C# COLUMN LABEL L 13 m co to 18�" 36" 52d„ 25}" ILISH 15 SH 25 SH 35 SH H35 2x P.T. F# FOOTING LABEL SECTION Owo SCALE s Imo, POT SHELF HEIGHT F AS NOTEDSECTIO DROPD FTED Dwc. SCALEN U!/!!1/!l//1!!/!1//� HEGHT AS NO u ARCHED SEE :E IT PANORELEV. WOOD BUCK # SCAREOR ELEV. MASONRY CONSTRUCTION 1 FI O ® SD s SD 'SHOWN TYP, TYPICAL O U M.O. 20 1/8" M.O. 38'CO, 54 1/8" M.Of27 1/2" M.O. 35 1/4" W M.O. 37 1/4" W M.O. 41 1/4" W M.O. 5.1 /^A" IN M.O. 78 1/2" W X 99" H X 99" H X 99" H % 9HI X 99" H GROUT FILLED CELL SEE O uj 2x, OR 5/4 BOARD ix� 2x, OR 5/4 BOARD BEAM LABEL �� FOUNDATION PLAN '� 3: P.T. WOOD BUCK P.T. WOOD BUCK �,. EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB Fr 91 c U 38" 1 70" 36" "`\ ® ® m ® • ® REVISION NON -BEARING FRAME I Q J CONSTRUCTION Lu • EDGE OF SLAB N rk OJ SH 35 "" i BEARING FRAME �� _ ,� NORTH ARROW CONSTRUCTION 1/4 - 1 -0 U,N,O. 1 s 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT D W/ 14" SIDELITE PR 3080 DR I w M (OUT SWING) (OUT SWING) (OUT SWING) (0 SWING) (OUT SWING) *'z r .BREAK LINE ELEVLEVBEAM HEIGHT CHANGE C DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4' BOARD OR ix6. COVER SHEET TYP. BAY WINDOW CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT PRECIABLE LOSS IN RESISTANCE. SCALE: 1�� GRAPHIC SCALE mI FIN. FL. SLAB FLOOR ELEVATION ' ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTAI AFION PROCEDURES,` - F ! , CONC. POURED FILLED — CELL W/ STL PER PLAN DOWELL & EPDXY (1) #5— REBAR INTO SLAB 0 FILLED CELL LOCATION W/ 4" MIN. EMBED, INTO SLAB 6" 6" MASONRY WALL BEYOND OVERHEAD GARAGE DOOR PAVER RECESS CONC. BRICK PAVER OHD RECESS SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE, ' 2 I DRIVEWAY / GARAGE !INTERSECTION TYP. HOLLOW MASONRY BLOCK RUNNING BOND l� PER PLAN MISSED COLUMN STL. DETAIL CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN FOOTING SCHEDULE MARK SIZE WXD REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18" X CONT. W/2 15 CONT. EXTERIOR MONOLITHIC I F-2 10" x 18" X CONT W72 15 CONT. 0 OR RECI E SMONOLITHIC 38 F-3 2'-60 x 2'-6" x 12" W/3 15 E. W. 87M. PAD 0 INTERIOR POST 6WOOD F-4 3'-O" x 3'-0" x 12" W/# 5'S 012" O.C. E.W. BTU. ISOLATED PAD 7 TE-1 10" x DROP x CONE. W/1/5 CONT THICKENED EDGE AT DROP 34 TE-2 8 x DROP x CONE W/115 CONT THICKENED EDGE AT EDGE 35 COLUMN SCHEDULE MARK SIZE TYPE DESCRIP77ON CONC. BLK. W/ i FULLY GROUTED CELL W/1-15 VERT. 8x8 AT 6'-0" 0/C MAX. AND AT EWRY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE 846 CONC. BLOCK W/2 FULLY GROUTED CELLS W/I-15 PERT EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 2-15 VERT. IRREGULAR 45' MITERED CONC, BLOCK IN FULLY C 4 BLOCK GROUTED CELLS W/ 2-J5 VERT. r, 4"X4" C-5 WOOD POST PROVIDE BASE AND CAP AS N07ED ON DETAILS 48 BAR DIA. SPLICE 6'-101/2" 3'-71/2" 6'_7" ,3,_0 HB SH 33 C2 HEAD 8'-0" a m sw in b 31. F2 I (`�...��-- SG 880E SH 36 W Ll FG 16" HIGH C4 u I 6" I F1 I FG ABV .�� 6" SHOWER J6.4 '6 RECESS RECESS I/ 5'-8" -6 r F1 c b FORM,SHOWER PAN \ p 1 I M' LARGER ON Al 1 SIDES', THAN ACTUAL Tr m Cl FINISWED DIMS. C4 J SHOWN HERE SUPPLY U.G. COND. 3/4" STEP - FOR POWER TO ISLAND 5'-1 1/2 "a C5 r F3 L — J A o� �I 1B 6. 2'-8" 0 BOW PRECAST UNTEL SEE LINTEL SHOP DWGS FILL COLUMNS AND LINTEL SOLID W/ GROUT BOW FILLED CELLS W/ 1 5 VERT. (TYP ) 1 TYPICAL DETAIL a1 LINTEL ON COLUMN 48 BAR DIA. SPLICE m o Z m pp M R SEE BEAM FOR REINF BAR DIA. N FILL COLUMNS SOLID 8"z8" FILLED C I W/ PEA GRAVEL CONCRETE SEE PLAN AND SCHEDULE FOR Z TYPICAL DETAIL Al BEAM HEIGHT CHANGE o■I 64'-0" I I ' I C2 C2 IN I � F1 . I E / i o0l SGD W/ 12016 BV. (4 PANEL) Fl .o HEA 'E j 0" 26'-2" 4-J FLOOR OU E, W/L BRASS CO H ' 0'-0" FIN. FLOOR SLAB I F1 NOTE; ALL COLUMNS ARE C1 U.N.O. ° a— — — — PR 3080 DRS W/ 2-1 3-8"4"F� FG TRANSOM ABV J— I-- - -71 — 4. NOTE: FORM GARAGE SIDE DEMISING WALL ^ / 4 4 " RECESS 1-1/2" SMALLER THAN ACTUAL I F1 N c F1 FINISHED DIMS SHOWN HERE _ — — — — — — C4 / r-- s■. ho (2) H 25 "� —FV CZ W FG ABOVE F2 ( -1-'I ❑ � C �D / 8" W X 5-" D RECESS I C2 kF4 °D ITEP / UNDER SLAB FOR PAVERS (FOOTING I F4 I FOC / LINE CHASE DEPTH MEASURED FROM 0 I / BOTTOM OF RECESS) W/ 5'-0 1/2" 6 W X 3/4 D RECESS / BEHIND (SLOPED) cd i � ai ai ai m of 05 of y� m 4oQo 22'-0" F2 a I SLOPE 2" (2) S I 35 HEAD 0 8'-0" C2 1951 LE F1 a O ED I F1 b 1 FORM SHOWER 1 1/2" LARGER ON SIDES THAN AC FINISHED I SHOWN I 6" SH( CONIC. PAD I 'm1'-4" 2'-10" 8'-0" 5'-2" B" B" B" . 8'-6" B" B" B" 2'-4" 1. 8'-4" EXTEND 5-1/2" DEEP R LESS 4" PAST EDGE OF OPE IN,G, TYP. 2P�-0. FINISH EDGE OF CONCR TE AT RECESS, F2 F2 —L-----r---- 77 ® C24 i m 01 .� ails ails I D, Sol SH 25 2 SH Z5 INS aii �STEPIOUT HEAD 7'-0" HEAD 7'-0" STEP OU FOOTER CZ STEP OUT C2 FOOTER T.O.B.B. 0 COL, F OT R O COL. 9'-4" T.O.'B. 11 -4 TO.B.B. 0 cc_ -4 T.O.B.B. 3'-8" 2'-2" 1'-4" 2'-12'-1" 2'-1" Z-1" 1'-4" 2'-2° S-8" 5'-10" 11'-8" 1 5'-10" 0" ,2'-6" PROJECT LOG ISSUED FOR PRECON O1-20-20 ISSUED FOR PERMIT 02-05-20 W d cp W cp w J Lu Q W zZ Q 5 ��m U J g z a c a 0 m m ro O n C C1 2 L A i:2 am o =CU -8p o,� a L c O o £ y m _ o Ln 4 �� o Ec Y3 L- `o rroo va) SEo °' E o " 0 x N n =O C O Ca �� 0 b0 -0 N 0 xz a o W b C2 4'-5 a F2 Wo 7- A� o i u� D n 1A D C2 iv M U ilk T w REVIEWED HO AIWC COMPL CE . . LUCIE CC TY og ao 1 BOCC " w QI FILE COPY J O UJ zi NO V 0 J ' -j Lu 1/4 1'-0" U.N.O. FOUNDATION ;f PLAN A_1 4 M� 1 �7 CALCULATIONS TOTAL U/A COVERED ENTRY COVERED LANAI GARAGE TOTAL AREA 2406 S.F. 86 S.F. 272 S.F. DRYER VENT LOCATION FRONT VIEW 686 S.F. TOTAL AIR VOLUME CUBIC 3450 S.F. FEET=24,541.2 ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" 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. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS CEILING TYPICAL 0 16" FINISHED FLOOR SOAP NICHE FINISHED CEILING 2x WD BLOCKINC EACH SIDE OF M FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR TYP. MEDICINE CABINET z J a 0 0 0 W W In 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 Et R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. -6" 0 I '� AC 12" AC CONC. PAD DETAIL N.T.S. R VENT m a as cl ro cd'';n ai ai cd ai cd ai cd c' do d o0 �� 44- .I I N L N �o TEMP FRAMELE4DRYWALLI TOP OF KNEEWALL W/ PT GL W/ CLIPS2X TOP PLATE & 1/2" PLYWD & 1/2" NOW ASBESTOS FIBER CEMENT BACKER BOARD 1/2° WALL CAKNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMINGON SHOWERfTUB SIDE KNEEWALL W/& TILE FINISSHFINISH THIS SI a U � o o ROMAN SHWR PT 2X SILL PLATE L L L L L o W/ 1/4" TAP NS & FENDER WASH R TO SLAB L L L L L L LLLLL_L LLE L TYP. KNEE WALL SECTION 1/2" = V-0" (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2- TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONIC. FLOOR SLAB HIL71 PINS .145' DIA x 1' LG. 0 16" 0/C W/ 1' WASHERS INTERIOR PARTITION A-2 3/4" = 1'-0" (2 110 STUD TOP & BOTTOM FINISHED CEILING - SEE TIP. WALL SEC7ION 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) /10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2X4 STUDS 0 16" 0/C) (2x6 STUDS 0 24" 0/C) W/i FULL LENGTH LAYER OF 1/2° TYPE GYPSUM WALL60ARD APPLIED VERTICALLY & ATTACHED W/ 10 LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL77 PINS.145" DIA x I' LG. 0 16" 0/C W/ 1' WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0' n c 0 Pik C C T.O.' B. T.0.8.B. 17'-10" 10'-B' 198' 16'-0" 15'-4" 2'-6" 6'-101/2" 3'-71/2- I I 8'-0' 8'-0' 10'-00I I I I (2) 35 HB SH H3 R (EGRESS)OI 'c 80 ( MP o Q o P V. WIC 2880 SH 36 (TEMP) w SGL UTE W/ 16" HIGHO W, CABANA FG ABV 4'- " r-s" -s" -6' ■ Aq �, N COVERED N �`y} N aBv. LANAI I I ii -4" CLG. I ■ ■ 2 80 M BLW. (ABV MAIN SLAB) MASTER NOOK = 2'- I SUITE N CONCRETE PATIO 8'-9 1 1 9'-4"/10'-4" CLG. ■ M 11'-4" CLG. /� O I !2BEDROOM K I kV• 3 E:71 2680 .' N 12080 SGD 4 PANELS) / I c 9'-4" CLG. 10. 3'-0° 10'-2' SGL UTE W 16" HIGH FG TRANSOM ABV J LW- ■ FLAT ARCH ■ ■ I I ■ ■ ■ SPRING 0 8'-0" "i 2'-10 1/2" 17'-9 1/2' / / `c 2'-0' 10'-8' TOP 0 B'-8' m 12'-0" 4 5'-6" 2'-8" 5'-6' 4' 21'-4' 14'-B' u 11 a DG I GREAT ROOM z z 1 0 11'-4" CLG. L-------- FLAT ARCH SPRING �y 8'-0" TOP 0 9'- - 12'-0"1 J RANGE W/ "" `3' o1 O MICRO ABV. d1 2 ED � I ■ I ® `.J ISLAND �' 1 - u DELETE STANDARD BACKSPLA% KIT&DWI"c •I 2680 2680 BEDROOM 2 ii-4" CLG.9'-4" CLG. O1'-4" }` y 4'-8' 3'!8' 5'-8. HIS HERS1 , o_ °�_REF 6'-10' 1'-5' 1'-5" N • 4'-111 2 2'-81 2 2'- " 2'-0" 3'-8' 8' / / z 2680 6080 BP ------- I o ----— - — - — - — ®------------- - — - — - FLAT ARCH - n " 3'- - z j / " 4' 2° LL ;o 4" o LINE —" I SPRING 0 9'- 5 SH `� ` TOP 0 10'-6 I ■ w FLAT ARCH ■ So.l — — — 8'-2" — - 4' N SPRING 0 8' TOP 0 8'-8° a -8" ■ 9'-8' -80 8' 3 10'-0" o � BATH 2 w 1 1 N �� N Y O �O Qm 1 1 I o m 1M U x l J mod. O. ie U C,. om O LINEN N UTIL. � ®® 1 1 ®o FOYER tD N " • N ' ' ■ s N r z a a W 12'-4" CL o o I OPT D _T� � o�I N I `,�i �o '-6c? 2'-B" ■ ■ • 2 8' 7-0' 4-0" $ 11-3' 11 LPT DINING , 3 1 1 y PR 3080 DSR W "c it'-4" CLG. of I FG TRANSOM ARCHED BV C MASTER; _* _ 1 c (MAIN EGRESS - DO I T SHUTTER) 70 BATH LTVENT , 9'-4" CLGI GARAGE SEPARATION c ■ [NIC% REQUIREMENTS PER i 4. 4" 13'-0 1 2" E - y 10'-8' 4 306.2 R-11 INSUALTION BLW, a n 0 — — PER E CALCS MECH PAVER i V NITY SHWR ■ E 1 0 6' A ~■ ��� N COV D i SPRINT C 8'-0 B (2) SH 2 3 W/ a �FG I 14'-8" C 5, 8. 'm co FG AlV. Qo ■ (ABV MAI! 1 ac I AB) ■ SH 35 1 ■� ■■ 22'44 — — _ N — _ 1.I O PULL ON STAIR 0 MIN. SOLID CORE ■ Q — — — L W/SW. LT. J — — D ■ (TEMP) z z . DOOR W/ RABBITTED w 6 w ■ JAMB OVERSIZED ■ o o o I 48'NA E x 8" DEEP I — -R���� I I BDCK I 5'-0 1 /2- i 6i ATTACH P.T. 2X8 ai as I ABV. GARAGE DOOR a a cd cd ad m cd cd ma;m ro ai mm m PER MANUR SPECS m °' o cs I CS o F' 22'-0" •, .pv •� .µl Oq ■ of m� A4 N 2 CAR GARAGE pQ N 1'-4' 2'-10' 2'-10° 1'-4' I O SMOOTH COAT STUCCO FINISH 8'-0" 5'-2" B'-60 1 2'-4° 8'-4' EXCEPT AT DRYWALL o b wi �i ■ HOSE L BIBB — CHASE — — LV ■ ■ ■ ■ ■ ■ ■ ■ SH 25 _ ■ SH 2.5_ _ ■ ■ B T.O 9 .B.B. i-4 T.O.B.B. f 1'-4- 2'-1" 7-1" 2'-1' 1 2'-1' V-4' 2'-2" L 11'-B' 5'-10" 8'-0' 5-2" 2S-4' 64'-0' to I M 3H �a 10 I v=i v I.M a r7 REVIEWED CODE COMPI ST. LUCIE C( BOCC PROJECT LOG ISSUED FOR PRECON 01-20-20 ISSUED FOR PERMIT 02-05-20 BLDG COMMENTS 03-20-20 ui 9 w DI a W = wLis LL W z Z y Now 0 Q z = O € p z O b i2 ne 2 Lu m Ln z d Ln K er O Lu J Z 0 rj ® O OU Li O o Lu U N � Q J �J LLJ 2: un 1/4" = 1'-0" U.N.O. FLOOR PLAN A-2 ti»; MW - 261 Ina, PROJECT LOG ISSUED FOR PRECON OS-20-20 ISSUED FOR PERMIT 02-05-20 Product Submittal Sheet ,.,g�,r,n�ta F�i, a�'5,am� .on Datn�a:. (I mmFnd" I a. Mid Wall (M Style) Control Joint 1A Designed to relieve stress and assist in controllingcracksin exterior well finish. In rsections of Ts available. -^' 1576-50UL 'J WWall C,n llJoints -Designed to reteve ii and assist i, ng woks in extorfr.w l finan . nrsaCbna of Ts svaileals. U9 Patent Number 19fi/,460 Caulk allintanectlopa, bud Jants, ends and comem at tlme oflnsta Product Submittal Sheet ft..ri 5000 NW M, Place P305 V161 ClalkWse,i Dai Building 8yslame LLC Mlaml, 11133166 F3DdA77.41W Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. 1 tr /flab, v CBSB-300V hl6 6 wdavento,ple" )fi overalwidt, _eb -ycs 15 3"Coffit V"nta Cdntlnuousanaq eca 9ortg VanFwim reMomnerotl M.y lnm eWcw.&amp;plM.,'Ven[Clipnare pmvitleabconnset SolRVnnl antl t..ai Wlumntnb Vent area', 15 adi Incrtas per lineal It C.Aail Intens ono aut)nlnta, end. and rnrnan.Itlm. caingslWim. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3450 (SQ.FT.) x 144 = 496,800 SQ IN. / 150 - 3,312 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (221 LF) VENT = 3,315 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE 77LE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 30,{ FELT TIN 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 GALV. TRUSS ANCHORS EA. END R-40 INSULATION PER ENERGY CALL. SEE PLAN/ ELEV. RA T RUNS PER r TRUSS MANF. .a 5 8" DRYWALL OR 1/2" "TOUGHROCK' GALV. MTL. DRIP (OR EQUAL) APPLIED TO ON 1X2 P.T. Qr, UNDERSIDE OF TRUSSES FIRE STOP 2x8 PAINTED TEXTURED SPRUCE FASCIA 2'-0" CONT. 8"x16" MASONRY BOND BEAM CEMEN71TOUS FINISH ON METAL LATH ATTACHED TYP. O.H. W/ 1#5 CONT TOP & BOT. - FILL W/ CONC. W/ 3" CONTINUOUS VENTING CONT. METAL POUR STOP ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) 1/2" DRYWALL 1X2 Ii FURRING 0 24" 0/C MEDIUM TEXTURE DECORATIVE EXTERIOR BLOCK WALL TO BE CEMEN77TOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI-FOIL BETWEEN STUDS /__ WOOD BASE 0'1 FIN. FL. SLAB :e t� TYPICAL WALL SECTION SCALE 3/4" = I'0" a= COLUMNS TO BE S OOTH STUCCO FINISH MATC TRIMI OLOR a -n-7----T-7- T D.P.= +31.9 PSF D.P= +31.9 PSF O -34.8 PSF O -34.8 PSF 01:0=10 N=CC -I �I-I-I -I-I I11 a ad 6'-0" D.P.= +28.5 PSF 0 -34.8 PSF D.P.= +29.9 PSF 36.3'PSF O D.P,= +33.5 -44.8 D.P= +29.9 PSF B 32.7 PSF SMOOTH STUCCO FINISH BASE TO MATCH TRIM COLOR a IS iI N El SF D.P.= +33.5 PSF SF b -36.3 PSF to D�.P- =�, +31.9 PSF l K l -34.8 PSF J D.P ea +28.5 PSF 0(1 -31.3 PSF D.P.= +33.5 PSF ABV O _36.3 PSF Di +29.9 PSF FRONT BLWi -32.7 PSF - FLAT CONC. TILE -SMOOTH STUCCO MEDALLION i H STUCC BAND 14'-8" T.O.B.B. 6" WIDE SMOOTH STUCCO it'-4" T,O.B.B. 10'-8" T.O.B.B. 9'-4" T.O.B.B. - _T -I_T_-7 D.P.- +31.9 PSF O-34.8 PSF ELEVATION as CUSTOM ARTISAN a ea 12 �6 RIGHT SIDE ELEVATION as 12 Qs °- COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR MEDIUM -TEXTURE CEMENT17OUS FINISH ON MASONRY CONSTRUCTION, TYP. 0'-0" FIN. FL. SLAB 14' 9'-4" T,O.B.B. FIN, FL. SLAB REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC L1J L q L1J J J wLu Z Z ^ 0 Q J¢ = o Q co w J r K a N W Vi Z 0 % `o ccn c ra�c 2CLc �� m 2 C CD C C 3 > m y , c w o IV +. E ._ E c p � rop o � p U C7 N rn c Lin C=9 �( 0 o teaN= Nco z y v FILE GOP D.P.= +33.5 PSF D.P.= +33.5 r i--t O i36.3 PSF O -36.3 1 12'-0" T.O.B.B. 11'-4" T.O.B.B. LL II �D.Pam +31.9 PSF l L l -34.8 PSF O Q E3 E_ 910 N O U t r� J D.P.= +33.5 PSF Q Ly h O36.3 PSF J 2: V) 1/4" = 1'-0" U.N.O. 0'-0" FIN. FLOOR SLAB /` ELEVATIONS P.- +31.9 PSF D.P.= +31. 's'rP -34.6 PSF 34. �,F REAR ELEVATION A-3 Ir. PROJECT LOG ISSUED FOR PRECON 01-20-20 ;SSUE0 FOR PERMIT 02-05-20 TYPICAL INSTALLATION WINDOW ASSEMBLY FASTENERS AS REQUIRED MARBLE SILL CAULK BY WINDOW MANUFACTURER CAULK SEAM AT MORTAR OR GROUT DRYWALL 6.' •.', ..°:: ° d .,�, . a e ° v 3/4" FURRING TO •w MASONRY WALL 4 *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. SPECS "T SILL IN FULL DRTAR BED AND HEAD JOINT STUCCO OR DECORATIVE CEMENTITIOUS COATING C.M.0 PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION D.P.= +31.9 PSF O-34.8 PSF CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. B' O.C) 12 6� now In-m-m-0 N ini -I I I I I limiiiniiwI ICI GARAGE BEYOND ,zCONC, COLUMN WEATHER STRIPPING BY DOOR MANF. 77l--GARAGE DOOR GALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS GALV. SR. TRACK BRACKETS FASTENED TO WOOD JAMB W/ J/16"xi-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO IANU.'S METHOD OF COLUMN W/ 5/8" WEDGE TTACHMENT SHALL ANCHORS 0 2'-0" 0/C VERT V ONPL 7E INS7RUCAONS 1 (6" MAX. FROM ENDS) AND 2" FROM iNS10E EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. 0 D.P.= +31.9 PSF O-34.8 PSF D.P.= +33.5 PSF 0 -36.3 PSF N I OPENING c TO DINING ROOM Low WALL FOYER D.P.= +33.5 PSF U 36.3 PSF a W PRE ENGIN @ 24 — R-40 BLOWN IN INS A/C ATTIC LOf tO o I I M 1., ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED CO NAILS AT 12" 0/C. MAX. CONC. OR MASONRY LRYWALL BOARD AULKING FRAME, FASTEN O STRUCTURE THRU BUCK / 3/16" TAPCON SCREWS 12' 0/C, MIN, 1-1/4" El ERIMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3(16" TAPCON SCREWS ALUMINUM FRAME 0 12' O/C. MIN. 1-1/4" EMS D SECURE FRAME TO SILL WITH SILICONE PERIMETER SEALANT CAULKING STUCCO FINISH CONC. OR MASONRY lx2 MIN. P.T. BUCK SET IN 0Q° o 0 . Qo- SEALANT AND NAILED o .'p0 80 Mill W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. 000 MAX. DRYWALL BOARD PRECAST OR POURED SILL W/ 1 #5 BAR CAULKING PERIMETER SEALANT JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPOSED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF 2x & 1x PRESSURE TREATED THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACIN FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. 6'-6" LEFT SIDE ELEVATION -ARTISAN 12 6 1 WD. TRUSSES TYPICAL I AT ALL � 14'-8" T.O.B.B. 11'-4" T.O.B.B. 10'-B" T.O.B.B. 9'-4" T.O.B.B. 00=0" FIN. FL. SLAB lqr CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) COUNTER EYOND T ROOM OV. PATI D.P.= +31.9 PSF ATISAN 41 8 PSF BUILDING SECTION A -A 14'-B" T.O.B.B. 11'-4" T.O.B.B. 10'-8" T.O.B.B. 9'-4" T.O.B.B. STUCCO FINISH CONIC. OR MASONRY PERIMETER SEALANT REVIEWED FOR CONIC. OR MASONRY 2x6 P.T UCK RIPPED TO WIDTH BOF DOOR JAM CODE COMPLIANCE P.T. BUCK SET SE SEALANT AND NAILEDD SET IN SEALANT FASTEN W/ 1/4" DIA. x 3-1/4" STe LUCIE COUNTY W/1-1/2" CASE HARDENEC TAPCONS J" FROM E.E. BOCC COIL NAILS AT 12" 0/C. 0Oo 0 AND 12" 0/C MAX. °0 o MAX, Q o° o DOOR TRIM DRYWALL BOARD DOOR FRAME CAULKING FASTEN TO BUCK W/ (2) 16 GALV. x 2" DOOR FRAME SCREWS 0 2'-0" 0/C FASTEN TO BUCK W/ DOOR TRIM CON SCREWS60 2'-0" O/C PERIMETER SEALANT STUCCO FINISH FILE COPY 4B/HEAD DETAIL (S.G.D.) HEADNAMB DETAIL (DOOR) DOOR THRESHOLD SET DOOR FRAME FASTEN TO BUCK W/(2) 3/16"x IN BED OF CAULK & FASTENED TO SILL W/ 2-1/2" TAPCON #8 x l 1/2" SCREWS SCREWS 0 2'-0" O/C ® 18" O/C /—FLOOR COVERING „ /--PERIMETER SE •/.rFLOOR COVERING NT O o 000 Ob .0 0 GROUT BED CONC. FLOOR SLAB CCNCRETE SLAB PERIMETER SEALANT STUCCO FINISH DETAIL (S.G.D.) SILL DETAIL (DOOR) W as w a W LL LL w Z z z N w m z J C z a z Oa t 0 C N "O �� i9 � T '� fC0 p_ O O cm N a O) " 2 f0 v c p 3 � u Y N . C to +� ce p cl- 0-0-0 z � M m c+. o aci �cn p WLu C�+. Y 'a d } Q _ o Ocu c u O Ln N O p LLJ -0 in 300 Y m � O $ 0 `o !� D t7 Z CL N 7_ O L.L Q M 0 O 0 V N 0O U J _Jj W 1/4" = 1'-O" U.N.O. SECTIONS ELEVATIONS A-4 - ENG AND APPROVED WOOD TRUSS'S SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS - SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICA71ONS SEE PLAN 4'-0" MA . - CONE MASONRY BOND BEAM - COME POUR STOP - 8" CMU WALL 1 a5 CONNECTION DETAIL ENG AND APPROVED WOOD TRUSS S SEE M WALL SECTION FOR ACTUAL HEEL AND OVERHANG CON0171ONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS I� INSTALL PER. MFR. SPECIFICATIONS NOTE. • IF TWO STRAPS ARE USED PLACE ONE STRAP EACH SIDE CONE. MASONRY BOND BEAM 8" CMU WALL 2 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" O/C 71 SIMPSON MGT W/ 22-10d ;::NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# A J CONNECTION DETAIL NAIL SILL PLATE THROUGH — TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32" EXT SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE -ENO. WOOD TRUSSES SEE TYP. WALL SECTIONS \ ACTUAL HEEL AND OVERHANG CONDI7IONS TiE BEAM OR BOND BEAM i CONT. 2x4 RIBBON W/ 3-16d 2x4 CROSS NAILS EA. STUD BLOCK ® 24' O/C TYP. TOE USP KCCQ44 OR NAIL EA. END SIMPSON CCQ44sds25 W/(3) i6d FASTEN PER MAN'F. SPECS NAILS �.. 56801 MAX. TYPICAL TRUSS CONNECTION DETAIL A5 ALLOWABLE LOAD 1061 1/TRUSS UPLIFT WOOD POST SEE FRAMING PLAN (6) 1/4"x2-1/2" LG. (3) 160 7YP. SOS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 5645/ MAX. pp)) TYR (1) 5/8" DIA. �A. TRUSS WEDGE ANCHOR 4" MIN, EMBED, REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/2x4 T--BRACE AT EA. VERT. 6 NAIL w116d NAILS ® 8" 0/C A5 CONNECTION DETAIL AT a5 CONNECTION DETAIL #5 REBAR AT TOP MIN. (1) REO'D -1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED ;II! "; ' e C.M.U. IUAN11TY OF /5 REBAR AT a BOTTOM OF UNTEL CAVITY z z GROUT 8F16-1 B/1 T { ° < j;5 REBAR REINFORCING L LNOMINAL HEIGHT PROVIDED IN LINTEL (VARIES) QUANTITY of � NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTUAL NOMINAL HEIG'` y, TYP. 0 WALLS BUB BF15-OB/1T 8F16-1B/1T 8F24-0B/1T BF24-18/1T 8F30-113/1T ■2MR BOX -OUT DETAIL A5 SCALE. • 1 4 = 1-0 PRE-ENG WD. TRUSSES ® 24" (SEE CONNEC71ON SCHEL 19/32" EXT. GRADE PLYWD. NAILED 0 6" 0/C AT PANEL EDGES do 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO ROOF TRUSS W/ (3)iOd NAILS NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. SECTION 1/4" THiCK PLATE HANGER 4" I) d 3/16" yr (2) 1/2" DIA. THROUGH BGLTS (4) 1/2" DIA. WEDGE ANCHORS W/ 4" MIN. EMBED. A5 CONNECTION DETAIL PER TRUSS MFR. O �7 ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d ® 8" O/C ( 4 2x4 LADDER FOR O.H. ® 12" 0/C CONT. 2x4 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8" O/C MAX. -- 20 DIAGONAL BRACE RESTRAINT ® 4'-0" O/C WALL SHEATHING NAIL PER SCHEDULE W/ 30# _ FELT WEATHER BARRIER, MTL LATH d: STUCCO ) GABLE END FASTEN TO SLEEPER W/ 16d NAILS ®4" 0/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILT] XDNI 2-5/8" LG. +9 6" 0/C TA24R EMBEDDED STRAP W/16d NAILS 0 E EA. TRUSS VERT. WEB (24" O/C) CONT. CONC. OR MASONRY TiE BEAM SEE TIE BEAM SCHEDULE 2x4 LATERAL BRACING 41 V-0" O/C 0 a PULL D STAIR W/S . LT. r O � O 0 e PEA 1 0 ENGI 13 it 23 I I I I I I I I i I He I I 24 15 14 mm mm 00 Wad mm 00 I 16 I I I I I I a walliiiiii ABOVE A BELOW ■iulli� "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT PPLIED UPLIF LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 8F24/1B1T 2 4'-6" 10000 0 6849 0 8F44/1BiT 3 4'-6- 10000 0 6849 0 8F44/1B1T 4 4'-0" 8859 250 5572 100 8F16/iBiT 5 5'-4- 5809 250 3057 1 100 8F16/1B1T 6 5-4" 5809 250 3057 100 BFi6/iBiT 7 3'-6" 10000 1057 9578 371 8F4O/1B1T 8 4'-O" 10000 0 7184 0 8FR38 1B1T 9 5'-4" 1773 0 1135 0 BF8/181T 10 5-4" 5809 946 3057 380 8F16/iB1T 11 4'-0" 2866 0 1753 0 8F8/181T 12 4'-0" 8859 1222 5572 365 8F16 iB1T 13 4'-O" 10000 920 7184 331 8FR38/iBiT 14 13'-4" 504 0 555 0 8F8/1B1T 15 13'-4" 2047 1611 866 621 8F24/1B1T i6 10'-6" 1664 250 830 100 8F16/iBiT 17 S-6- 10000 408 7428 133 1 BF16/iB1T 18 7'-6" 2882 771 1548 308 8F16/iBiT 19 5'-4' 10000 400 6183 177 8F44/1B1T 20 7'-6" 713 0 538 0 8RF6/1BOT 21 7'-6" 7857 462 3323 220 8F44/1 T 22 3'-0" 10000 1 376 9578 250 8F72 BIT 23 7'-6" 8615 1123 2879 412 8F /1BiT 24 3'-6" 10000 39I 8000 233 64/1BiT 25 12'-6" 3681 250 1310 102 F36/11]11T 26 3'-6' 10000 390 1 8000 233 8F64/1 PROJECT LOG ISSUED FOR PRECON 01-20-20 ISSUED FOR PERMIT 02-OS-20 1 BLDG COMMENTS 03-20-20 ui a S J r $ w a J W � y wLLW J W W z ¢ U 3,z 1- �2 o Q Z m `o Oa C 01 L C O � 2 a�i�= N � _ o rn a o ,co m 8 N E � o w O E O rco -a 2: ~ Oz :n N7�cn o �" c ��' to m $ N 0. aN+ rn.- I®d O ►Q'j J LL O u 0 d Lu U t0 ® v N ' 0 J —1 W 2:Ln 1/4" = 1'-0" U.N.O. STRUCTURAL PLAN A-5 �7/'�' MW - 261 PROJECT LOG ISSUED FOR PRECON 01-20-20 I ISSUED FOR PERMIT 02-05-20 ALL WALLS SHOWN ON THIS LAYOUT WPPROVED TRUSS ANCHOR BY BUILDER ARE TO BE LOAD BEARING QUARE CUT OVERHANG 9'-4' 10'-8„ 11'-4,1 12'-o„ 14'-811 TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CUPS 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 min. TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED,WILL NEED APPROVAL LETTER a: EDGE STRIP DEFINED AS THE LESSER OF 10X 2 OR 40%OF HEIIJHTTHL BUf NOTNLESS�i AN 4$ OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT O 2 I G 3 �1 2 0 a NOTE: SEE DIAPHRAGM 2 2 3 SCHEDULE FOR ROOF ZONE 2 NAILING REQUIREMENTS, ROOF ZONE DIAGRAM USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. TRUSS CONNECTOR SCHEDULE FASTENERS PER S77 AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-12" - 990 j 1980 111 335 1 670 245 490 111 TC-2 TA14 7 10d x 1-12" - 1205 1 2410 1 335 1 670 111 245 490 TC-3 I HTWM16 8 10d x 1-1" 4 i 4" x 1-3 4' WAS. 1225 111 - 1225 1 - 1 1225 1 - TC-4 HTA16 8 10d x 1-1 - 1870 1 2430 # 710 1 13101 1 270 111 1215 TC-5 HTW20 20 fOd x 1-1 2" 24 10d x 1-1" 1530 111 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED, 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS 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 J. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING PANEL FRAMING DIAPHRAGM ZONE `I ZONE 2 ZONE 3 BOUNDARIES EDGE INTER, EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL SPAN RATING 40120 19 32" 24" 0/C MAX SHANK 6' 0 C SHANK 6' 010 SHANK '6' 0 C SHANK 6' 0 C SHANK 6" 0 C SHANK 4' 0 C SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19132 16" C/C 1 MAX. 8d RING- SHANK 1 4" 0 C 8d RING- SHANK 1 4' 0 C hd RING- SHAW 0 C NAIL CORNER STUDS AT 4" 0/C MAX TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 116 15132 160 0/C MAX 8d RING- SHANK 6" O C 8d RING- SHANK 6' 0 C 16" yd RING- I SHANK 12' 0 C BLOCK FREE EDGES 90 LBS. MAX. TC-1 M 48' O/C 2756 LBS. MAX. SEE DETAIL 3/A5 `E U vi 553 LBS. MAX. 61 LBS. M 651 LBS. MAX. E.E. TC-1 TC-1 TC-1 N M 0 rn 1 0 r co uo v m N o 0 0 ii Q a s a a ¢ ¢ a a a ¢ a a ¢ d J5 � �a J5 91-401 J5 CLG. J5 RG C DL. T P J AT i -114 II 143 LBS. MAX. TC-1 CJ CKET BUILDER 9'-4„ CLG. L \ ZUIP LtlS TC-1 9'-4" CLG. SEE DETAIL K1 K2 143 LES. MAX. TCTC 1 [i 153 LBS. M B1 TC-1 48 131 B1 i B1 B3 B4 B5 B6 688 LBS. E.E. TC-1 J3 � e J1 � 113 LBS. MAX. TC-1 Q Q a Q -4' . . CLG 9'-4" 0'— 4" CLG. CLG. 105 LBS, MAX, J6E TC-1 0 48" O/C D8 D7 D6 D5 w a Lu Lu J w a uj Z Z K N w U r y n W z S z T a = a D3 O a D2 D2 8 N D1 724 LBS. MAX. pg TC-1 J7 3 U U U BRG. COL. TOP J7 AT '-4" J7 J7 9'-4" J7 CLG K J7 ..CLG mva "D10 TO BY ,aUILDE N J7 J7 s J7� s D10 1155 LBS. re-2 J42 ol J3 � � Is r J1 ... F 279 LBS MAX E.E. 0 J1 ✓ TC-1' A2 143 LBS. MAX. TC-1 a 1 MAhEWEDFOR CODE COMPLIANCE ST. LUCIE COUNTY BOCIC F J ® CCy LL FILE COPY 4`� O Lu O U N 0 U 0 J LLJ 1/4" = 1'-0" U•N,O. TRUSS PLAN PROJECT LOG ISSUED FOR PRECON O1-20-20 ISSUED FOR PERMIT 02-05-20 1 BLDG COMMENTS 03-20-20 *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4' FROM OPENINGS NOTE: ALL VANITY WALL LIGHTS TO BE 100" A.F.F. U.N.O. POWDER ROOM TO BE 86" A.F.F. IF APPLICABLE NOTE: GARAGE PUSH BUTTON LOCATED 0 60' ABV GARAGE FLOOR 72" MAX. NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O—SC91200 KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. ELEC. PANEL "A" 200 CIRC. DESCRIPTION POLE BRKR WI KVA. 1 % 2 AHU HEAT STRIP 2 60 6 9.6 2 A/C COMPRESSOR 2 40 8 0 0 2 RANGE 2 50 6 12.0 0 2 DRYER 2 30 10 5.0 0 2 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 6.0 0 FAN 38.9 1 9.6 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.56 A/C LOAD AT 65% = 6.24 TOTAL = 27.8 27.8 x 1000/240 = 115.8 AMPS (1) SETS OF (3) 14/0 AWG. THMN IN 2" CONDUIT 200 AMP SERVICE p METER DISC. COMBO PANEL 0 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDARON 20'-0' LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2406 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7218 / 12 (GEN.LTG.CIR.) = 601 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. GARAGE CEILING (4) 2x4 METAL STUD FLOOR RO CEILING GARAGE FLOOR ELECT, PANEL / CHASE 5 rL O W N IRRIGATION ' & TIMER PHOTO CELL IN SOFFIT IINOT IN NB ui°onc \ems ucu� , \EDROOM 3y,/ = ♦ // ♦\ , 4'-6' I NOOK ELECTRICAL NOTE: FIELD VERIFY OUTLET DIMENSIONS PRIOR TO INSTALLING CABINETS 7 0- ♦ O3 \ a Q BEDROOM 2 KITCHEN R SWIM J ' G 7/ C� S0 (T) n BATH 2 4 sTRI� /'\ W ' UTILITY I� ALARM 0 84° _4I E.W.H. 22'x54" PULL DN STAIR L WAW. LT L I I I I I =E) 2 BAY GARAGE I SEE DETAIL THIS PAGE FRAME —OUT ELEC. & CHASE ELEC. PANEL I 0 64" A.F.F. BRASS COVE ----FLOOR RECP D ------- GREAT ROOM 16-6' L=- --1[ II II II DINING I I I FOYER COV. ENTRY ° \r-----------� a , \♦ ,/ U B S An I I MASTE PIQ SUIT I I / \ I I � I I� \I i ♦4 BATH REVIEWED F �_ L CODE COMPLIANC ST. LUCIE COUNTY BOCC FILE COPY W d W J ui W 0 W Z Z a wLu u) LL LIS J F rp i 6 0 Z J 0 Q a Z 0 % La c o+ v _Fcoo a LUto0� ai a 0 0, W in. �o ° :E;M a Y N n B -0 w? QJ co ® +� N a" +.+ C to V E O O= (p W E W_ E (] ') i O Q1QJI Q = = c 3 F- O c c ,y0— Y Z$ aOmnC�7 N= t OLL. �I I� I/ C Qi Q 0 O v � 0 o LU N r � J 0 W 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E-1 MW = 261 m PROJECT LOG ISSUED FOR PRECON 01.20-20 ISSUED FOR PERMIT 02-05-20 1 BLDG COMMENTS 03-20-20 6x6x14 BEDROOM 3 1 1®x1ox7 108 CFM 2 CAR GARAGE 8x8xB 78 CFM 12"xl2" R.A.O. W/ 8"0 FLEX NOOK H o HOME5 COVERED LANAI DO NOT SCALE PLANS MASTER SUITE W Q_ 0 S W r a J W W a Z Z a wLu y LL F 0 Z o h Z o Oa 0 Ent O 2 VI C C -0 T LU to n c 0 mO rn a rco = v c ra s rn ` m v c o c fl -E � m cco E 5 .- 2 O _ O ` sw— N 2 c�F-O Q V7 � C 0 C vi N o 1L Lu GJp Z 8 25 U -O N O N +, REVIEWED FOR MODE COMPLIANCE ST. LUCIE COUNTY BOCC t Z O b ce 2 w cl- m 4/f CJ W ce ce 0 7COP 4 O u- � o O o 0 V o u U f'V � J ' W 2: Ln 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 2982 BENT PINE DRIVE FORT PIERCE, FL 34951 MW = 261