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HomeMy WebLinkAboutPLANSGENERAL 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. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F,B.C, CHAPTER 13 ENERGY EFFICIENCY SECTION. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BILK. BLOCK FL FLOOR BLW. BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GAILY. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL. COLUMN ONE GYPSUM WALLBOARD CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HOT. HEIGHT DBL. DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SUDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DIN DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC. ELECTRICAL LIN. LINEN ELEV. ELEVATION LT, LIGHT E.S. EACH SIDE - LT. LAUNDRY NB MASONRY NOTES PLAN NOTES FRAMING NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NII. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL *CEILING & WALL INTERSECTIONS OR 8'-0" O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 1. CELLS, LINTELSAND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36° OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDEUGHTS, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 2e HIGH, 20' WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 19t FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND 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 ENGINEERING .CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROWDE A MINIMUM OF 4° CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBIUTY TO THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. M.T. METAL THRESHOLD STL. STEEL A/C UNITS MAY HAVE PAD OTHER APPROVED L EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AND MIST EQUIPMENT. MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 8" ABV. ADJOINING GRADE. A SHALL BE EN ABV. ADJOINING COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS T10 MFR. MANUFACTURER TEMP. TEMPERED TO THE 11E BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. MICROWAVE T.B. THROUGH BOLT CONTINUEMICRO. UNINTERRUPTED. IN. MINIMUM T.O. HORIZONTAL VITAL• BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND M MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM BOTTOM EACH STUD, AS PER CODE. MONO. MTL MONOLITHIC METAL T.O.PL. T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE 1. ALL COMPOSITE LINTEL (MARK "L') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE "TIMBER NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION O.H.D. OVER HEAD DOOR ON CENTER U.N.O.UN. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL: MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. P.L P.S.F. POUNDS PER LINEAR FOOT ILL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND 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. B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-10/T.M.S, 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 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 WOOD AS PER CODE. PART'N. 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' 9. CARPENTER SHALL BE RESPONSIBLE FOR PROWDING ADEQUATE BRACING AND BRIDGING US[ PLYWO. PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. R.O. ROUGH OPENING FOR MASONRY STRUCTURES.S.C. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND S.G.D. SOLID CORE SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). INDIAN RIVER COUNTY PRODUCY APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL III 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 CHID 16080 WAYNE DALTON N/A IAM W/ I-I/4" WASHER & 2-3/4° MIN. EMBED. D.P= +28.5 PSF +39.2 PSF -43.7 PSF ' MI . EDGE DISTA E 8' FROM END -34.8 PSF B FL-9174.10 R12 9100 OHD 8080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-3/4° MIN. EMBED. D.P.- +29.8 PSF +39.2 PSF -43.7 PSF 2-3 4' MIN. EDGE DISTANCE. 6' FROM END -32.7 PSF C FL 17499.1 (2) SH 25 MI WINDOWS & DRS SOLIMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSF FL 15349.5 6220 ARCHED FG 1 0 10" o/c MAX. SPACING & 2° FROM EDGE -32.7 PSF D FL 17499.1 SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 1814 ARCHED FG 0IV O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF E FL-7630'4 PR 3060 DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P = +29.9 PSF +50.0 PSF -50.0 PSF 6' & 14' O/C MAX. SPACING. -32.7 PSF F FL 15349.5 6424 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4° MIN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF G 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 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF H FL 15349.5 51020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -44.8 PSF FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF J FL 17499.1 (2) SH 35 MI WINDOWS & 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 -36.3 PSF K FL-7630.1 Y880 SGL LITE DR THERMA TRU N/4 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF 6' & 14- O/C MAX. SPACING. -41.7 PSF L FL 22401.3 12060 SGD MI WINDOWS & DRS SOLIMPACT 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 M FL 15349.5 12014 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -34.8 PSF N FL-7630.1 2680 SOL LITE DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14' O/C MAX. SPACING. -34.8 PSF 0 FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PS 0 10° O/C MAX. SPACING & 2- FROM EDGE -34.8 PSF P FL 15349.5 3114 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4- MIN EMBED D.P= +3&5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF 0 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 -34.5 PSF R FL 15349.5 4514 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF S FL-7630.1 2880 SOL LITE DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF 6' & 14° 0/0 MAX. SPACING. -41.7 PSF T FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2' FROM EDGE -36.3 PSF U 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 10' O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF V 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 10' O/C MAX. SPACING & 2° FROM EDGE -34.8 PSF W FL 17499.1 SH 23 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF 1 0 10" O/C MAX SPACING & 2' FROM EDGE -36.3 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353.3 MAX. 104-1/4° HORIZ. MI WINDOWS & DOORS 11V TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 P -54.0 PSF FL 15 53.4 R. ROOFING NOA NO, 17-0822,13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. 4' N/A N/A PEEL &STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (e 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 BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 12DO PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI FOUNDATION NOTES 2, MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLAGS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-0 UNFORMED 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C. ON 0.006 VISOUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WiTH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH i° LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITIi FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1° LEG, 7/16" CROWN METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-35 BARS BOTTOM IF DROP EXCEEDS 8. MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC lf6% 63v) ELECTRICAL NOTES 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND SHALL LOCATED METER & PANELS AS REQUIRED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AAPACITY, 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE. 5. COORDINATE RACEWAY INSTALLATIONS 'NTH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. RECOMMENDATIONS. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS SELECTED BY BUILDER. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS U AS SHOWN ON PLAN. 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 14' IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE .SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405. F.B.C. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. INSTALL CHASE PIPE FOR HVAG REINFORCEMENTAT PERIMETER.RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7 DOWELS AS VERTICAL BARS REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED Y 1-1/2" LONG AND .120' DIAMETER 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 SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION A€ PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERW99. - 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER F8C TABLE R301.2(1), 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD N to PROPOSED SINGLE FAMILY RESIDENCE BY: v'ES G 0 H OL' M/ U AVALON LOT 257 MEADOWOOD COPYRIGHT 2016 TYPICAL "MI" WINDOWS u"N T ❑ o. Ell e L-1 I Ua `uI 25j" 18b" 36" 52d" SH 15 SH 25 SH 35 SH H35 M.O. 20 1/e" M.O. 38' M.O. 54 1/8' M.O. 27 1/2° 1x, 2x, OR 5/4 BOARD P T WOOD BUCK 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK 38" 1 70" 38" I , FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN V" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES; PLATES A-3f LESS THAN j" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 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 LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LK DM PART'N TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS lit I LIJ i L5 a 2x P.T. WOOD BUCK SHOWN TYP. ICI El M.O. 35 1/4" W M.O. 37 1/4" W M.O. 41 1/," W M.O. 55 1/2" W X 98 1/2' H X 98 1/2 H X 98 1, H X 98 1/2" H EDGE OF SLAB EDGE OF SLAE I i IF SLAB EDGE OF I�II�I I�II�I M.O. 78 1/2° W X 98 3/4" H EDGE OF SLAB 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2X6, 5/4' BOARD OR 14. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND DETAIL SCALE # DETAIL SCALE Owc. SECTION owc SCALE SECTION Owc. SCALE INTERIOR ELEV. SCALE B-# BEAM LABEL AREVISION N NORTH ARROW --�� BREAK LINE 0�.�_.7� s•�� e�• GRAPHIC SCALE SCALE: 1�-O" DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 Dwc 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL EE � aii_i:or ELEV 0'-0" F� 0a veo pPR 1 `� 1R19 PertkY'�D��rl�\ / 1 POT SHELF HEIGHT PROJECT LOG ISSUED FOR PRECON 03/05/19 ISSUED FOR PERMIT 03/27/19 w 0- M gg w 2G W W z :D Z K 3 F V LL J a Z 0 Q p � m 0 a 0 0 0 C7 O C C u A a- o0'aj2a () N d i ;_ .N o 1n c '' _o E n3 v ru d O o c [1 0 0 ;_ E O E O o U 0 cnCnGo c c o = O o � @ O Z n N _0 a a AS NOTED 4 DROPPED SOFFIT O _j HEIGHT AS NOTED ARCHED OPENING SEE N PLAN OR ELEV. FBI MASONRY CONSTRUCTION Q TYPICAL "r Q O GROUT FILLED CELL SEE O LU FOUNDATION PLAN SCANNED 3 V BY J NON -BEARING FRAME CONSTRUCTION t. Lucie County `y ® LU V) BEARING FRAME CONSTRUCTION 1/4" = 1'-O" U.N.O. BEAM HEIGHT CHANGE COVER SHEET FLOOR ELEVATION C. 1 Mw = 25 COLUMNS 48 BAR DIA. w MIN. W STD. HOOKS FIBERMESH a. FIBERMESH OR OR W.W.M. s WELDED WIRE MESH TRANSVERSE REBAR 1-#5 CONT. SCREEN ENCLOSURE WHERE OCCURS J. MIN. COVER' 1 SEE FOOTING SCHED. FASTENERS BY SCREEN MFGR. 34 THICKENED EDGE #1 BRICK PAVERS w ' 8" MATCHING DOWELS FOR FINISH GRADE N _ d d MIN.COLUMNS IA. W/STD. HOOKS - �I 11=11 I;'.:' :. _ I I I-1 I =1 I �- T-T ITT-T" 1-_ B" x 8° x CONT. 1=III' i= 1 SCHED.POURED FOOTING ll1=111 • REINFORCE W/ 1#5 CONT. EXT. CONT. MONOLITHIC MUD BED FOR LEVELING } WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH"` FIBERMESH PAD REBAR OR W.W.M. SEE FOOTING SCHED: FOORNG REBAR 37 SCREEN ENCLOSURE FOOTING DETAIL EDGE BARS ALWAYS SEE F0077NG SCHED. REMAIN. SPACE SCHED. OMIT CENTER BAR WHEN OTHERS EQUALLY. Ir ONLY (2) REGO. 38 EXT. CONT. MONOLITHIC In w •'� ., a ".. - x SEE SCHEDULE OIN . MONOLITHIC PAID CONIC. COLUMN MATCHING DOWELS 48 BAR DIA. MIN. GRADE 8 " L W/STD. HOOKS .4 • O =W y ..d . • . �. PAD REBAR Eq. EQ. SEE F0077NG SCHEDULE EDGE BARS ALWAYS SEE CHED. REMAIN. SPACE OTHERS EQUALLY l 7 ISOLATED PAD CONC. POURED FILLED - CELL W/ STL. PER PLAN DOWELL & EPDXY (1) #5- REBAR INTO SLAB FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN FOOTING SCHEDULE DETAIL MARK SIZE WxD REINFORCING DESCRIPTION NO. F-1 20" x 18" X CONE W/2 15 CONT. EXTERIOR MONOLITHIC 1 F-2 20" x 18" X CONT. W/2 15 CONT. 0 OR RECI E SMONOLITNIC is PAD 0INTERIR 6 F-3 2'-6" x 2'-6" x 12" W/3 15 E. W. 8TM. WOOD POST F-4 3'-0" x 3'-0" x 12" W/# 5'S 012" O.C. E. W. BIM. ISOLATED PAD 7 THICKENED EDGE TE-1 10" x DROP x CONT. W/115 CONT AT DROP 7E-2 8" x 8" x CONT. W/115 CONT. F0071NG AT OPT. SCREEN ENCLOSURE "37 COLUMN SCHEDULE MARK SIZE TYPE DESCRIP7ION CONC BLK. W/ 1 FULLY GROUTED CELL W/I-15 VERT. 8x8 AT 6'-0" 0/6 MAX. AND AT EVERY CORNER AND C-1 BLOCK B07H SIDES OF ANY OPENING MORE THAN 6'-0' WIDE 8x16 CONC BLOCK W/2 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONIC BLOCK IN FULLY ROUTED CELL W/ 2-15 VERT. IRREGULAR 45' MI7ERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT, 4'X4" C-5 WOOD POST PROWDE BASE AND CAP AS N07ED ON DETAILS 48 BAR DIA. SPLICE m 0 mm 8"x8" PRECAST LINTEL. SEE LINTEL SHOP DINGS. FILL COLUMNS AND LINTEL SOLID W/ GROUT 8"x8" FILLED CELLS W/ 1 5 VERT. (TYP.) 1 TYPICAL DETAIL Al LINTEL ON COLUMN 48 BAR DIA. SPUCE m o O M m SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S ICE " ,,i •-- m . m FILL COLUMNS SOLID B"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. z TYPICAL DETAIL Al BEAM HEIGHT CHANGE — — — —2— — — — — — — — — — — cim ai ci cim mm I mm mm 00 do 00 .r d' 64'-0" ".r AA Ce ^ N N 15,-4„ _6° 3'-111/2" 2'-11" 3'-71/2" 2'-fill 5, 9„ 4,-7„ 5'-0" I HB S C2 C2 HEAD 8'-0" _ 3/4-STEP o I q F2 I �2880 SH 36 W b I fill F1 ®SGLLI TE FGFGABVGH �C4 o SG 880E Ilm SHOWER ® I TE-1 RECESS — — — c ti � a 5'-fill 3-6 1 -6 2'-10" (F1 C4 y Wa bo O 10 FORM SHOWER PAN N m 1 1/2" LARGER ON ALL 8'-7" ® OF1SIDES THAN ACTUAL � FINISHED DIMS. ^ m SHOWN HERE C4 S4GO C C2 a n x = 3/4' STE -414 — — \` — — — — 2080 ® L,-1 1/2„ L - / 120161FG. ABV.D(4 PANEL) F1 C2 DD - + p HEAD 0 10'-0" t� L 29' I F3 L — J 0 n bo No w x I� I -_J SUPPLY U.G. COND. FOR POWER TO LAND II o 1 N0 I � 9 0 0 - - a o ,WWIN 'Fr j� 1P 1' 10" Z-10" S-8' 1 J o — -o - n — 0 4" 18'-8' 4'-0" C2 - / fill W X 5-)" D RECESS FOR PAVERS (FOOTING C� DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 6" W X 3/4" D RECESS ® I / UNDER SLAB LINE CHASE 4 22'-0" BEHIND (SLOPED) 71 o I 10 o mm m m O� F1 I m NOTE: FORM GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL FINISHED DIMS SHOWN HERE B, C2 rt SLOPE 2' i CONC. PAD I 22'-0" ® I 8"RECESS FOR PAVERS (FOOTING DEPTH MEASURED FROM BOTTOM OF RECESS) W/ I = 6" W X 3/4" D RECESS b BEHIND (SLOPED) o m I ® I F1 I x I— 02 ran C2 • ®® H 25 SH 2 ®® STEP T FOOTER C2 EA 0 '-17'-0 EA ®7- "C2 FOOTER 2" R. 5'-10" 11'-8" V-10" i1_4 BRASS COVERED FLOOR RECEPT 0'-0" FIN. FLOOR SLAB NOTE: ALL COLUMNS ARE C1 U.N.O. PR 3080 DR W/ Fl ARCHED FG TRANSOM ABV — ® a M C4 4'-3" 4'- o N ----�� N � I � ® �y SON xQ (2) SF 25 �• PO Ira w W ARCHED C3 � FG AEOVE o I I F41 m I � V-0 1 /2' EXTEND 5-1/2" DEEP CESS 4" PAST EDGE OF OPE ING, TYP. FINISH EDGE OF CONCR TO. AT RECESS, T . m m Oo 5'-2" 2'-0" 8'-6" BUILD MASONRY - PILASTER 16" A.F.F. (SEE ELEV.) �3/4" 8'-0" 8'-0" (2) S HEAD ® I 35 8'-0" C2 I - STEP - - - - F1 - - - I IF I r1-1 5 L —J F3 FORM SHOWER PAN 1 1/2 LARGER ON ALL SIDES THAN ACTUAL FINISHED DIMS. SHOWN HERE 6" o � o I F1 E Bo i 1 � �® IN C � INS SH 35 0 ®I HEAD 0 7' TEP CUT F4 I FOOT R I as od °d ad ci m 0000 1 _4• -0" . 2'-4" PROJECT LOG ISSUED FOR PRECON 03/ 55/19 ISSUED FOR PERMIT 03/27/19 W a m Lu w w J Z z J Lu Z J WALL, O y LL 0 o a Z0 Qa c r 0 0 -E5 d C p- C = 6 .� � O` O � U M ru N c a ra Iv _ & - O wo ca E }viii o c° fa " a a) E E o° o E 2 O -o aU E '5 - a L o07 a o cO� F E � 6 C c O = v as U o j O w -c:; E a S I ~ U O i+i Z O M U a a x Q C2 5'-4" 3'-fill to� f E m o F2 " 0 4. p � Lo P� ® LL i ® C2 /^1 co 0 U 0 ®� V uV A C is 1 W its O 2 M /g U r I J I' L N O oil 0 os 6 V �o y co o� '-4" . C 1a ON � m � � N � � Q O u O W � O U � J i Q W 1/4" = 1'-O" U.N.O. FOUNDATION PLAN I A-1 - - r2y�� ImW = 257 64'-0" PAVER EXTENSION W/ SCREENED ENCLOSURE R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. CALCULATIONS TOTAL U/A 2407 S.F. COVERED ENTRY 86 S.F. COVERED LANAI 272 S.F. GARAGE 906 S.F. TOTAL AREA 3671 S.F. TYPICAL ® 16' 6'-6" 0 12" AC CONC. PAD DETAIL N.T.S. FINISHED FLOOR SOAP NICHE GARAGE CEILING TOTAL AIR VOLUME CUBIC FEET = 22385.1 IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS 4"11 15" (4) 2x4 METAL STUDS z FLOOR RO CEILING ELECT. a PANEL co BACK TO BACK W/ w METER N GARAGE FLOOR ELECT. PANEL / CHASE (2) JIG S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TIP. 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- (2X4 STUDS 016" 0/C) (2x6 STUDS 0 24" 0/C) W/l FULL LENGTH LAYER OF 1/2• TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS 1 TOP & BOTTOM CONC. FLOOR SLAB HIL17 PINS .1450 DIA x i" LG. 0 16" 0/C W/ 1• WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'0" DRYER VENT LOCATI FRONT VIEW 2 VENT ON THK TEMP TOP OF KNEEWALL W/ PT M/4" FkAMELESS GL W/ CLIPS 2X TOP PLATE & 1/2" PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER B SIDE KNEEWALL W/ DRYWALL & TILE FINISH FINISH THIS SIDE CL U � o ROMAN SHWR PT 2X SILL PLATE L_ L L LLLLLL LLLLLL LLLLLLL TYP. KNEE WALL SECTION 1 /2" = 1'-0" ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. IMPACT WINDOWS. 4. 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 5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEIUNGS OR AS NOTED ON PLANS. 6. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 7. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS FINISHED CEILING 2x WD BLOCKIN( EACH SIDE OF IN FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR TYP. MEDICINE CABINET (2) #10 SM.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE O TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 0 C 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD OIL APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONIC. FLOOR SLAB HILTI PINS .145" DIA x i" LG. 0 16" 0/C W/ 1" WASHERS INTERIOR PARTITION A.2 3/4" = V-a' c C]Illlllllllilllllllllllllllll [3111111111111 I _I. 8 1 O M in o BEDROOM 2 9'-4" CLG. HOSE BIBB CHASE J m BATH 2 64'-0" 710 o w N 1!10'-6" 19'-8" S-111/2' 2'-11" L V-71/2" 2'_g" HB I I SH 3 fo D b ° MIRROR 2880 R V. I N SGL LITE SH 3 (TEMP) a 2880 / BLINDS W GHQ I I CABANA FG O B ABV W. I I / BLINI 5'-4" L '-81. �s. �s COVERED N FC,O�`G�, 0 P ABV. LANAI I V-4" CLG. I 2 80 •o• 0 BLW. " (AEV MAIN SLAB) CROWN NOOK . ro z I n 11'-4" CLG. _ PAVERS , e'-7^ �ao— O �/ MAV. N 2680 N 12080 SGD 4 PANELS) SGL IJTE W 16" HIGH FG TRANSOM AB L Bit. Q ■• SOAP DIS ENS '-9 1/2°-4 1/ " 2'-10 1/2" 17'-9 1/2" SUPER KITCHEN " CO VENIENCE PACKAGE Ln 4" 6'-4" ° 0°I i t w a �' ISLAND z IQ �� m L_—_� 1 ICROWN 0 22'- w1 _ __ R 1L I a GREAT ROOM I DW J 1 ll'-4" CLG. „ o I 1(J I I 5-2" 1'4 I o m of ll'-4" CLG. I iv 20'_3• 1. N `V 2'- • 1'-4" 3'-8" B" Ers NICHE SILL I� ---Y -------------------- -----FLAT r8. _ ARCH N N SPRING ® .� -6" TOP 0 10'6 RA BACKING FOR _ 28 rc- FUTURE " ABS II s� F 096AF.F. o• 3 oIl CROWN LINEN " UTIL ^ <®o �I II FOYER I OD FRAME MIRROR 5 SH N g Z o 12'-4" CLG. OPT D3" CROWN 0 7'-0' 3' -6" _8" i1 11 LOPT DINING~3I1 n I - ll'-4" CLG. o I PR 3080 ORS W/ ARCHED ° GARAGE SEPARATION ° ® FG TRANSOM ABV REQUIREMENTS PER 306.2 ABV.QF _ BLW. MECH EWH PAVERS ��� N COVE�ED ■� ® EN T Y ® 4'-0` (2 Q H 25 SFr, I— 22 x5x54 , W/ 12 FG ABV. ® QD N 14'-8` (ABV MAINISLAB) PLG. PULL ON STAIR L W/SW. LT. J 0 MIN. SOLID CORE 1 DOOR W/ RABBITTED JAMB OVERSIZED -WEATI-IERSTRIPPIN� 5'-0 1/2" o ATTACH P.T. 2X8 ABV GARAGE DOOR o m m p °] m o r4 m q 1 w I PER MANUF. SPECS .o o _`------ 8-0• ATTACH P.T. 2X8 ABV. GARAGE DOOR 22'-0" PER MANUF. SPECS 3 BAY GARAGE c SMOOTH COAT p=p; I CA) STUCCO FINISH o EXCEPT AT DRYWALL W o of o W Q I L- - - - - - - X)T _._ iii nT - 5-2' I. 2'-0" I. 8'-6" 5-2" 64'-0" PAVERS 24'-0" 2' v� 16'-0" 8'-0. 8'-0" ol (2) S 35 (EGRESS) (D — — — — — — — — I I I MASTER SUITE 9'-4'/10'-4 CLG. I � � I � 10'-8" 14'-8" L--------- — FLAT ARCH SPRING 0 B'-O• �jTOP 0 ✓p' .rt LiR- L L 4'-8" 3.18" 5'-8" �• :nl o HE IS 3 HIS Y a io Ib Y a I I N I N CH E 0.3 ILL 6" = w I 2680 O Z J -2 4 2"11 4" _ FLAT ARCH Q SPRING " I TOP 0 8'-8° -8" IC-0• IM 2880 PKT OR 2680 P r DR M 46 L 2'-6° 11 MASTEI3I g " BATH ° 9 A 'ROMA a ®00 0nNI SH E 1 10' o o co 4 w I� la � °' IIIII � =_�L�Illllr PROJECT LOG ISSUED FOR PRECON 03/05/19 ISSUED FOR PERMIT 03/27/19 uj "� L1 0 � W J W J Z W O x r LL L U LL Z .J a uO Z 5 pa 0 c a 0 � Ln C Q1a2 � CL)in CL +� D .5 s c to c 3 S .� 2 C = t! c o ca C7 L + p o c: E O C N o j C fa a au E E o M 0 S E o v V lu o v � E Cl� c p 2 cn c 'a vi a),,2- CU E i .6i C7 = Ei o f - u N C7 Z r�0 G L c� o W 'o a� a in F-1 '7 OF N rrV1 i ^^ a 0 O Lu Ln U U N � J 0 w _J 2: U) 1/4" = V-0" U.N.O. FLOOR PLAN - A-2 i mw - 257 Product Submittal Sheet vinylco p oon, B00C Niv Par F : d 47..6154 ClarFw-t-,rDciahh �,,Sy e:nsl.C, Morn,, i Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. 'mot .5. "� CS58v'00V 6/8�. 3" wide vent(one piece) 5" overall width, perforated flanges 15 9" 5offt Vents-Conno uau6 one-Pieoe Soffit Vent with rein fo cnng rlb to key Into atocoo &amp, plaster_ Vent Clips are provided to connect Soffit Wirt and to ass t in alignment, Vent area 15 square inches per lineal ft. Cri all intersections, butt]eints, ends and corners anima at installation, Product Submittal Sheet vinylcorp corn .000I "v 19�1 Piap J5 17 / 6464 CIaia V,,ite. D a.trloh a,idirg SiatamslC Mam Pode..9rco r;..4774108 Mid Well (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. y, Igi3 llr `l 1698S0UL 7/0"xV2" 3-1/2"solid flange , 4314"perforated Flange S Wall Control Joints-- Designed to relieve stress and assist In controlling cracks In exterior wall finleh. Ine tersctions ofTs available U. Patent Number butt50 Caulk all intersections na, buttjoints, ends and corners at time of installation ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3,671 (SQ.FT.) z 144 = 528,624 SQ IN. / 150 = 3,524 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (235 LF) VENT = 3,525 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" 01C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLANI ELEV. GALV. MTL. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI-FOIL BETWEEN STUDS 0'1 FIN. FL. SLAB a N 12 r 6 , 15 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5/8" DRYWALL OR 1/2" "TOUGHROCK" (OR EQUAL) APPLIED TO r. UNDERSIDE OF TRUSSES FIRE STOP 2'-0" CONT. 8"x16" MASONRY BOND BEAM P. 077 W/ 1#5 CONT. TOP & BOT. - FILL W/ CONC, CONT, METAL POUR STOP 1/2" DRYWALL 112 P.T. FURRING 0 24" 01C EXTERIOR BLOCK WAIL TO BE 00101.1 LF9� MONO. CONC. FOOLING SEE FOUNDATION PLAN FOR N07ES & DETAILS = 6'-0" LJ h COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR a D.P.= +31.9 PSF D.P.= +31.9 PSF X Y 34.8 PSF 34.8 PSF 3 ==p==® =ODD 77= D.P.= +28.5 PSF D.P.= +29.8 PSF A O 34.8 PSF 32.7 PSF D.P.= +29.9 PSF 36.3 PSF O D.P.= +31.9 PSF K 41.7 PSF \ROUND CORNER) D.P.= +29.9 PSF 32.7 PSF O FIXED GLASS .a lV 5'-10" D.P.= +33.5 PSF D.P.= +33.5 PSF b 0- 36.3 PSF O-44.8 PSF II�J� +2.5 PSF Q-31.3 PSF 12 �6 D.P.= +33.5 PSF SMOOTH STUCCO FINISH BASE_ ABV. O -36.3 PSF TO MATCH TRIM COLOR D.P.= +29.9 PSF BLW. @ -32.7 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF O-34.8 PSF O -34.8 PSF O -34.8 PSF O -41.7 PSF (AROUND CORNER) Jam`- SMOOTH STUCCO MEDALLION a= Itl�:\Id/1i!L�111�1 SMOOTH STUC00 BAND 1 -\ r •__YSTONE\= TYPICAL 1 // / T.O.B.B. \ m� ` 1 / : : COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR MEDIUM TEXTURE CEMENTITIOUS FINISH ON MASONRY CONSTRUCTION, TYP. 0'-0" FIN. FL. SLAB D.P.= +31.9 PSF 00 -34.8 PSF FRONT ELEVATION - ARTISAN ri a = 12 6 RIGHT SIDE ELEVATION nr'An C LEVATION I�W 11 11WR -0" FIN. FL. SLAB obi T.O.B.B. PROJECT LOG ISSUED FOR PRECON 03/05/19 ISSUED FOR PERMIT 03/27/19 L.l .l +2.5 PSF Q-31.3 PSF 12 �6 D.P.= +33.5 PSF SMOOTH STUCCO FINISH BASE_ ABV. O -36.3 PSF TO MATCH TRIM COLOR D.P.= +29.9 PSF BLW. @ -32.7 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF O-34.8 PSF O -34.8 PSF O -34.8 PSF O -41.7 PSF (AROUND CORNER) Jam`- SMOOTH STUCCO MEDALLION a= Itl�:\Id/1i!L�111�1 SMOOTH STUC00 BAND 1 -\ r •__YSTONE\= TYPICAL 1 // / T.O.B.B. \ m� ` 1 / : : COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR MEDIUM TEXTURE CEMENTITIOUS FINISH ON MASONRY CONSTRUCTION, TYP. 0'-0" FIN. FL. SLAB D.P.= +31.9 PSF 00 -34.8 PSF FRONT ELEVATION - ARTISAN ri a = 12 6 RIGHT SIDE ELEVATION nr'An C LEVATION I�W 11 11WR -0" FIN. FL. SLAB obi T.O.B.B. PROJECT LOG ISSUED FOR PRECON 03/05/19 ISSUED FOR PERMIT 03/27/19 L.l .l do rn J J an A Par W W a a z LL D W Lj z L W U >0 ^ Z > J ❑ 0 0 z F a p V ❑ Z 0 Qa c c}o - 0 0 cmCD =p c co C Ca7 E a aQ= = o ,03 au UUj d OL o 0 J--r = (U J--r (d C Al ca Eo N = N a7 al O N C _ O CL E 10 M O C O O M C a a3 E E o coo 0 a� 0.0 E._ a2N �o= " co u E a* H E cn 7c c o= w E 1E5 o _ O 'n '-' cvit L7 Z O N N Ln CD_ <c L � _ 0-0 `��-- z Q 0 U O Ln Ln 0� V fV 1 _J O_J W C~n 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 TYPICAL WALL SECTION SCALE 3/4" _ MW = 257 12 6 PROJECT LOG' ISSUED FOR PRECON 03/05/19 ISSUED FOR PERMIT 03/27/19 D.P.= +31.9 PSF D.P = +31.9 PSF O-34.8 PSF O —34.8 PSF CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) _0n-i-i WalOil gin 17MMMMM M D.P.= +33.5 PSF O-36.3 PSF D.P= +33 5 PSF GARAGE BEYOND O -36.3 PSF CONIC. COLUMN WEATHER STRIPPING BY DOOR MANF. GARAGE DOOR GALV. STL. VERT. TRACK BY MANF. FASTENED TO BRACKETS W/ �TRACK 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS TYPICAL INSTALLATION GALV. STL. TRACK BRACKETS FASTENED WINDOW ASSEMBLY *CONTRACTOR TO APPLY TO ALL SIDES TO WOOD JAMB W/ 3/16"Xi-1/4" LAG SCREWS OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 2x8 P.T, ATTACHED TO FASTENERS AS REQUIRED BY WINDOW MANUFACTURER LIQUID APPLIED FLEXIBLE CONCRETE MANU.S METHOD OF COLUMN W 51 8 WEDGE MARBLE SILL CAULK FLASHING WATER PROOF PRODUCT TO A7TAQIMENT SHALL ANCHORS ®20" 0/C VERT. MEET AAMA 714 PREVAIL NHW SUBMITTED (6" MAX. FROM ENDS AND APPLY PRODUCT DIRECTLY TO CLEAN W COMPLEIE INSTRUCTIONS 2 FROM INSIDE EDGE OF 2X8 CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF. SPECS JAMB DETAIL (GARAGE DOOR) +.: i. WINDOW INSTALLATI 'MORTAR OR �. ALUMINUM FRAME, FASTEN e. GROUT,+ °' IF GARAGE DOOR VERTICAL REINFORCEMENT ,. REQUIRED, ADD (1) F A.B. TO EACH SIDE OF THE TO STRUCTURE THRU BUCK ° •'" ' + .:< � • BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, W/ 3/16" TAPCON SCREWS 1/2 " " ` SET SILL IN FULL 4" MIN. EMBED MAX. 6' FROM EACH SIDE OF THE 0 12 0/C. MIN. 1-1/4" EI DRYWALL °' . °Y.. "a' + �•4 .+p• ", MORTAR BED AND HEAD JOINT BRACKET. .}.:..',..;:v,^.;."::,'.:.:,'.:.'.::'.:.:.......:: :.:..:..•.:•.;-.�•,,,,.,, STUCCO OR PERIMETER SEALANT DECORATIVE �_CEMENTITIOUS STUCCO FINISH a : ' „' COATING CONIC. OR MASONRY 1x2 MIN. P.T. BUCK SET IN ,., 3/4" FURRING TO '• + ,; B" C.M.U. SEALANT AND NAILED + MASONRY WALL W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. + MAX. DRYWALL BOARD CAULKING PRECAST SILL DETAIL JAMB DETAIL (WINDOW) CONCRETE WATER PROOFING APPLICATION WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 A 14'-8" 11'-4" 5'-0" PROVIDE CEMEN11TOUS FINISH PRIOR TO METER INSTALL — _ — — — _ _ 0'=0" FIN. FL. SLAB LEFT SIDE ELEVATION - ARTISAN 12 CEMENTITOUS FINISH ATTACHED TO METAL LATH /_ ATTACHED TO UNDERSIDE OF TRUSSES 6 RAT RUNS PER TRUSS MANF. 12 (MAX. 8' O.C) �6 PRE ENGINEERED WD. TRUSSES M @ 24" 0/C TYPICAL R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS OPENING in TO DINING ROOM LOW WALL 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 lm`-DRYWALL BOARD CAULKING ,ALUMINUM FRAME, FASTEN TO 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 Tf�L/_SECURE FRAME TO SILL WITH SILICONE 0 •o :Dix .ii 0o go PRECAST OR POURED SILL W/ 1 #5 BAR PERIMETER SEALANT SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 117::1Wl ISLANDCOUNTER BEYOND 14'-8" T.O.B.B. ggt-� 11'-4" T.O.B.B. 10'-8" T.O.B.B. a OV. PATI 0'-0" FIN. FLOOR SLAB BUILDING SECTION A -A ARTISAN —STUCCO FINISH PERIMETER SEALANT CONIC. OR MASONRY ix6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARE COIL NAILS AT 12" OI MAX. L DRYWALL BOARD CAULKING DOOR FRAME FASTEN TO BUCK W/ SREW 3/160 2' 10?"0/C lAr1 JAMB/HEAD DETAIL (S.G,D.) FOOR FRAME FASTEN 2-1/2"TAPCON O BUCK W/(2) 3/16"x CREWS 0 2'-0" 0/C E Q Do -0. FLOOR COVERING GROUT BED CONCRETE SLAB SILL DETAIL (S.G.D.) 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 & ix PRESSURE TREATED LUMBER. THE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. 1% CONC, OR MASONRY 2x6 P.T. BUCK RIPPED TO WIDTH OF DOOR JAM SET IN SEALANT FASTEN W/ 1/4 DIA. x 3-1/4" TAPCONS 3 FROM E.E. Q O o Ril AND 12" 0/C MAX. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ SC)REWWSG0 2'--O" 0/C DOOR TRIM PERIMETER SEALANT STUCCO FINISH HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ #8 x 1 1/2" SCREWS ® 18" 0/C PERIMETER SEALANT FLOOR COVERING $O Ob O 0 CONIC, FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) W d 0 � m W N W a Lu J W y LL -��- LL W z O N L) N Z J 0 a z t O a Q �0 O lei����v> O CL d — =o��2o 0 aJ 2 a 3 s •U C7 5 Q - 0 a E a c41 f6 ra V C C Cl " � E E � � E `J 0 '� p_ U (3.) °> > o `�° — E 151 n CL) C p 2 ( CD O o Z +1 u a � a> a ., 4. O --: Lo �. Lo 0 .. LLJ a) C C • cq CN x. ® dZ U- O O N J Q W 1/4" = 1'-0" U.N.O. SECTIONS ELEVATIONS A-4 W=25 NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER ?• FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE HANGER /?- 1/4" THICK PLATE PER TRUSS MFR. DISCREPANCIES 4" 9• PRE-ENGINEERED WOOD ROOF TRUSS ® 24" 0/C ?• SIMPSON MGT W/ 22-10d N NAILS INTO TRUSS C6 ONC. TIE BEAM OR MASONRY BOND BEAM 3/i6" (1) JANCHOR o INTO BEAM W/ N 5" MIN. EMBED. N SET IN EPDXY MAX. UPLIFT = 3965y (2) 1/2" DIA. THROUGH BOLTS A5 CONNECTION DETAIL WEDGE A CHORSDW/ 4" MIN. EMBED. 4CONNECTION DETAIL (3) 16D TYP. ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC71ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS NOTE.' IF TWO STRAPS ARE USED ff ACE ONE STRAP EACH SIDE. CONT. MASONRY BOND BEAM B" CMU WALL 2 A5 CONNECTION DETAIL j USP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS 56801 MAX. WOOD POST SEE FRAMING PLAN (6) 114"x2-i12" La SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 56451 MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" O/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG. WOOD TRUSSES \ SEE TYP. WALL SEC710N5 ACTUAL HEEL AND OVERHANG CONDITIONS TIE BEAM OR BOND BEAM CONT. 20 RIBBON W/ 3-16d 2x4 CROSS NAILS EA. STUD BLOCK M 24" 0/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL TRUSS a5 CONNECTION DETAIL ALLOWABLE LOAD 1061 '/TRUSS UPLIFT 2 10d TYP. TRUSS REINFORCE VERTICAL MEMBERS OF GABLE END TRUSS W/1x4 T-BRACE AT EA. VERT. NAIL w/16d NAILS 0 8" 0/C A5 CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SEC71ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIRCA77ONS _ SEE PLAN 4'-0" CONT. MASONRY BOND BEAM CONT, POUR STOP 8" CMU WALL 1 A5 CONNECTION DETAIL ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ i6d ® 8" O/C 2x4 LADDER FOR O.H. 0 12" 0/C :16:":MA�X. CONT. 20 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS ® 8" O/C MAX. 20 DIAGONAL BRACE RESTRAINT ® 4'-0" O/C ----- WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ 16d NAILS 0 4" O/C TYPICAL CONT, 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" I.G. 0 6" 0/C USP TA24R EMBEDDED STRAP W/ (4) i6d NAILS ® EA. TRUSS VERT. WEB (24" O/C) CONT. CONC. OR MASONRY TIE BEAM SEE TIE BEAM SCHEDULE 2x4 LATERAL BRACING 0 4'-0" O/C "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT PPLIED UPLIFT LINTEL SPECIFICATION 1 9'-4" 3868 545 1612 240 8F24/iBiT 2 17'-4" 1413 545 581 240 BF24/iBiT 3 4'-6" 10000 257 6849 106 BF52/1B1T 4 4'-6" 10000 257 6849 106 BF52/1B1T 5 4'-6" 6835 250 4343 100 8F16/1B1T 6 5'-10" 4721 250 2548 100 8F16/1B1T 7 5'-10" 4721 250 2548 100 8F16/iB1T 8 4'-0" 10000 1057 7184 371 8F40/lB1T 9 4'-6" 10000 0 6849 0 8F38 1BiT 10 5-10" 1201 0 1005 0 8F8/1BOT 11 5-10" 4721 946 2548 1 380 8F16/iBiT 12 4'-0" 2866 0 1753 0 8F8 iBOT 13 4'-0" 8859 1222 5572 365 8F1 61B1T 14 4'-6" 10000 920 6849 331 8F38/191T 15 13'-4" 504 0 555 0 BF8/iBOT 16 13'-4" 2047 1611 866 621 81`24/181T 17 4'-6" 10000 257 6849 104 8RF38/i91T 18 10'-6" 1664 250 830 100 8F16/1B1T 19 4'-0" 8859 408 5572 133 8F16/1BiT 20 7'-6" 2882 771 1548 308 8Fi6/1BiT 21 5-10" 10000 400 5480 177 8F44/1B1T 22 7'-8" 1046 0 714 0 8RF6/iBOT 23 7'-8" 7486 462 3182 220 8F40/iBiT 24 S-0" 10000 376 9578 250 8F72/1B1T 25 7'-6" 8615 1123 2879 412 8F28/iB1T 26 3'-6' 1 10000 1 390 8000 233 8F56/iBiT 27 12'-6" 1 3681 250 1310 102 8F36/1BiT 28 3'-6" 1 10000 390 8000 233 8F56/1B1T PRE-ENG WD. TRUSSES ® 24" 0/C (SEE CONNECTION SCHEDULE) 19/32" EXT. GRADE PLYWD. NAILED ® 6" 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO ROOF TRUSS W/ PLAN (3)10d NAILS NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)1/204" PCS. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SHOT TO WALL W/ 3" PINS ® 12" 0/C (1 1/4" EMBED) BOX -OUT DETAIL 45 SCALE: 1 4 = i -0 1/2" DRYWALL OVER TYPICAL FURRING EXTRA LAYER OF 112" DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING APPLIED TO SHEATHING 19/32 PLYWOOD ARCH SECTION IIIII II 1 VIEW 9 A5 CONNECTION DETAIL QI rTIr)KI CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ i1470" LG. TAPCONS ® 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HIL71 DNI-62-P8 ® 8" 0/C MAX. 2X6 P,T CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD, EACH END W/(3) 10d x i-112" COIL NAILS PROJECT LOG ISSUED FOR PRECON 1 03/05/19 ISSUED FOR PERMIT 03/27/19 mm mm cdcd rom mm mm Nui mcn o� o0 00 00 •,- N N A a A5 A4 I I I I I i I I I HB 18 C. O 11 ABV 9 10 BLW 17 ® wo 13 ABV ■ 12 LW 2 A rp 14 , 15 BLW ■ Oj � ■■ EA5� L I r— \\,P E INEE ED D. T USS OII I,li 24" C /CT PICA ----------- 0I01 s I_ 1 1 _�I ® I - I 6 I A5 1 U A5 I II I I ■ 0 II I 5 II III ■ 19 ® -I '7 I I 5 G o — r— , I I A5 0 ■ II �I II j; Am ABOVE BELOW 5 A5 ---- 9 ■ 24 A5 ■ ■ ■ ■ ® \ vi PULL04STAIR WA5 ——----W s . LT. 9 O 21 ® i I I I F\ 9 aimWm 8 mcd ® mm mm AS 000a mC4 od 4 F' , co "r. "V. �, •.�, d' ul A5 "- A4 — — — — — — p5 REBAR AT TOP ■ MIN. (1) REO'D -1/2" CLEAR F =RILED WITH GROUT / U =UNFILLED C.M.U. QUANTITY OF #5 REBAR AT a 1 BOTTOM OF LINTEL CAVITY a ■ A5 v GROUT 8F16-1 B/1 T a #5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) 2 L NOMINAL NEIGHT LQUANTITY OF S NOMINAL WIDTH REBAR AT TOP7-5 8" ACTUAL " NOMINAL HEIGH11 TYP. 0 WALLS SU8 BF16-OB/1T 8Fi6-18/1T BF24-OB/lT 8F24-1B/1T 8F30-18/lT La III W.RIIIIIIIIIIIIIIIIIIIIIII im 9'-4" T.O.B.B. 11 4" TH.86. MW 25 11-4 T.O.B.B. 11-4" T.O.B,B. 8 4 8 A5 A5 A5 w a LuLIJ a J Lu Z Z � wLLF 38 C y r LL W 7 � LL m m J 0 a Z 0 d c a "- � m o c ru = 0 cm '� O O 0- T 2 O O U '� vOi cu a +� -C3 luccn O a"i -a c a o Q b o C a= o o c Ca � E E E o f° o E 9 -a av c .2 aj W L a6i co u E E o a c p Z cn o H- E O Qru Z cj Q Q � J � LL � a Q CD Lu W_ N 0 U ZD Q J LuZ u) 11-n" H N o STRUCTURAL PLAN A-5 440# MAX. 783# MAX. E.E. ~ 851# MAX. E.E. 113# MAX. PROJECT LOG TC-1 TC-1 L`n� TC-1 TC-1 ISSUED FOR PRECON 03/05/19 ALL WALLS SHOWN ON THIS LAYOUT ISSUED FOR PERMIT 03/27/19 ARE TO BE LOAD BEARING '� O m 00 I� CO lA �' m N r O O 4:� 9 —4 r r r r r r r r r r r m ¢ r N m (Q 10'-8" 90# MAX. ' J5J J6E TC-1 0 48" OC 4M1 11-4" D8 ®OC 12'-0" J ......... D7 14'-81, J 9'-4,A 1V-4'L . TRUSS BEARING HEIGHT SCHEDULE J CLG. CLG'. Ds 9C G„ 10C G, J D5 co Ln . D4 J J X Ld INDICATES LEFT END LLj D3 OF TRUSS J ° o W D2 cl J /7 r r a J 9'-4 D2 1 _4" 2540 k MAX. N ~ CLG CLG: SEE DET. 6 A5 D1 J D9 RG. L. T P A A A J7 J T 9 „ 11'-4' U U co U LO U CLG BRG. COL. TOP J7 o ~ J AT -4 mo v Q T J7 o.m� o 0 � NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS J L -o n o fi 2 a� MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS J7 ro E r 2" J = rn m '� v 1J 2"J 12" L Moisture harde L O ai 0o TYP. ~`�.. , i �, r� notShown 9-4 J7 ¢ ca c C7 .,.� -O -6 TYP. RIDGE CAP & rglx t aISi3l3 J CLG. J7 a0 U o a� E E o o ROOF MEMBRANE 1 laq c o vi 2x RIDGE BOARD p c r'sStlL :2° .2 E iU 'O d U (2) SIMPSON H10 CLIPS 111`Ii E"19, 9.' RtN J E •s N N y ON 1 SIDE OF TRUSS Iii'L. 11'.-4 J7 �- > g o v E STAGE. & ATTACHED TO I o +' cn c 2x6 CATS ®24" 0/C ~ #5 rebar min. J CL cn 6 CC) 0 BETWEEN TRUSS RUN ui ¢� PRE ENGINEERED ROOF11'-4' 2 -4 \ MV2 LO J7 TRUSSES SEE FRAMING J /�- CLG t a PLAN C CKET B CL CLG o J7 `� J B LDER ^ N MV4 "D10 TO WAL TYP. MISSED STRAP DETAIL BY ILDE J7 FIELD FRAMED RIDGE DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART J 4 4 MAX MV A A 1155# MAX. /z'� PROVIDED WILL NEED APPROVAL LETTER T -1 0 4 OC E4 V4 D10 TC-2 V s J L L C 14'-8" E1 N1 J3 d a: EDGE STRIP DEFINED AS THE LESSER OF 109 2 w v 16 9 -4 v OF LEAST HORIZONTAL DIMENSION OF BUIL ING 3 CLG. OR 40% OF HEIGHT H BUT NOT LESS TH�N 4% OF J X _ CLG• LEAST HORIZONTAL DIMENSION OF BUILDING AND ® � AT LEAST 3 FT. O 3214# MAX. E.E. A A A A A A A U T 91 MAX. E.E. E3 L H2 J1 Q 2 SEE DET. 3/A5 B2 7 E2 H3G U 61 b c� a 143 MAX. E2 v U -C TC-1 U O 152 MAX. c C 3 B1 — O2 TC-1 ®48" OC E2E y �a� "g W 61 , ' O L r 9F as cc\I N ✓2 C�!.— w ° LO law 61 h �P� 143# MAX. ?`Ps �y NOTE: SEE DIAPHRAGM 2 2 3 bG TC-1 m SCHEDULE FOR ROOF ZONE 2 B1 ��� �C\'i NAILING REQUIREMENTS. 9 _4 CLG. ROOF ZONE DIAGRAM B1 B1 Q U B1 S77 AP 111 B1 31 O J LL B3 E"I Z 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2013. 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. B4 O U RING —SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: USE USP HTW20 FOR ALL B5 Q' �, L1 j U 1. 0.113 INCH NOMINAL SHANK DIAMETER O G N o 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER WOOD TO WOOD ;iD7 L � ��OQ J o Q 3. 16 TO 20 RINGS PER INCH B6 4. 0.280 INCH FULL ROUND HEAD DIAMETER CONNECTIONS, U.N.O. 5. 2 INCH NAIL LENGTH a J L K1 L J LU !J� G0 G® J (� M � � v � U Q`O vJG� G� 1)4LL = 1'-0" U.N.O. O J1 L K2 L J G5'�° TRUSS PLAN r K3E t _ r r Goa cw = - - �P} h F-19 �L ,� 258# MAX. 258# MAX. TZ •F 9� 257 �� TC-1 TC-1 HANGERS TO BE USED (Simpson) or (USP) QA HUS26 � HUS26 ©HGUS26-2 ©THDH26-2 � HGUS28-2 Q THDH28-2 OH HHUS46 ©THD46 © LUS24 ©JUS24 Il,a 12G 90 TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD"{F7) MARK USP CONNECTOR TRUSS PE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x 1-t 2" - 990 1980 335 670 245 490 TC-2 TA14 7 fOd x 1-1 2" - 1205 2410 335 670 245 490 TC-3 H7WMi6 8 fod x 1-1 2" 4 f a" x 1-,3/4' WAB. 1225 - 1225 - 1225 - TC-4 HTAi6 10 10d x 1-1 2" - 1615 3230 660 132 590 1180 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE i ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER, EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL 24" 0/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40 20 19 32" MAX. 6" 0 C 6" 0 C 6` 0 C 6" 0 C 6" 0 C 4" 0 C 4° O C SHOWN ON PLAN APA RATED SHEATHING 8d RING- 8d RING- 8d RINGr NAIL CORNER STUDS EXT. WALL EXPOSURE I, OR EQUAL SPAN RATING 40 20 19/32 16° 0/C MAX. SHANK 4" 0 C SHANK 4° 0 C SHANK 6` 0 C AT 4" 0/C MAX. TYPICAL BLOCK FREE EDGES APA RAZED SHEATHING 8d RING- 8d RING- 8d RING TNT. WALL EXPOSURE 1, OR EQUAL SPAN RA71NG 32 i6 15/32 16" 0/C MAX. SHANK 6" 0 C SHANK 6° 0 C SHANK 12" CIS BLOCK FREE EDGES LLi m w d LI.J LL = < z Lll jK � LL LL W 2 Z o � U � � N z Oa L PROJECT LOG ISSUED FOR PRECON 03/05/19 ISSUED FOR PERMIT 03/27/19 J. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. 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: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (8). 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 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 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 1 25 10 1 4.5 1 0 1 WASHER 1 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 12 GEN. LIGHTING 1 15 14 1 6.0 1 0 136.9 9.6 I 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.56 A/C LOAD AT 65% = 6.24 TOTAL = 27.8 27.80 x 1000/240 = 115.8 AMPS 200 AMP SERVICE p METER DISC. COMBO O A" PANEL 200 A (1) SETS OF (3) J4/0 AWG. THWN IN 2" CONDUIT 518" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN ME FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A, HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2407 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7221 / 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. IRRIGATION P & TIMER \ '\kEDROOM NOT MME I= BEDROOM 2 € BATH 2 4 1J9 41 SEE DETAIL THIS PAGE FRAME -OUT ELEC. & CHASE ELEC. PANEL m �22� , 5 �-- PULL DN STAIR L W/SW LT. J in 4'-B" NOOK LPJ UTILITY LGF CL 0 1171 I � I GFI I 3 BAY GARAGE I I i I GFI I I I I I L- - - - - - - E.W.H. GARAGE N COVERED LANAI BRASS COVERED FLOOR RECEPT T 6 6, -----------/ I I \ � USd ST nON€ \\ MASTER SUITE I � I I F I �I I I I�jl I I�Q31 w�. HIS iLe FOYER NI I I X li it o \ 6'-6" \ U Q COV. —lam ENTRY I HER WIC I W W J Lu Il.l Lu Z M Z 0 0 Z J O 3 N m Nx u U N 0 a � Z c Oa t 0 o � o rn N c C C M a) D. O CM O Ci 2 c a2 o v a`9 7S a c v m mE.NoLn ou -aaj :�2 Ln O O ca- ra ra o ra o 4:E; c a Uo a) E E o t° `o E o L O c au 83 co v E N zl- C c In c p 2 O E O p E n (=7 2M O O v `a L O � � o Uv o o Ln LL.I N i Q J W 1/4" = 1'-O" U.N.O. ELECTRICAL PLAN E-1 MW - 25 64' 0" ALL SHOWN ON THIS APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG 5' 8 7/8" 12' 1 1/8" 6' 10 1/2" 3' 7 1/2" 1 r 17' 2 1/2" 10' 3 1/8" 5' 8 7/8" ARELTO BE LOAD EARINGYOUT LO N , n 1 9 —4 O N ,r ao 1" r r co ra to r I r M r N r r r o I r o rM a r r N co V u') C0 r— a a a a a a a a a a < a a a a a a a ¢ a a s 10'-8,f 11'-4" `° J5 J . . _ N D8 12t—Off : 8" BRG: upy J 5 . . . . . . . . . . . . . . . . . . . . . . . O J = 0 D7 0 14 —8 U n g'._4 I 1t-4 N c� [if J CLG. a CLG _ 9'-4" 10'-4" o D6 m CLG. N TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS END DETAIL U- �. . . . . CLG. D5 � ac J 1 o F N Z . . D4 cwi J o z J 'N iv Ld 03 J o INDICATES LEFT END i OF TRUSS D2 bo I D2 J CND 15'-14" CENTER OF COL. 9CL 1CLG: o — DI J RG. L. T P . . . LO . . A A A A J7 T 9' 11'-4' JA U U UU U CLG BRG. COL. TOP J7 00 J AT '-4" J 13 z 3 _2. 1" 13 — 15'-8" J7 . . . . . J7 J HANGERS TO BE USED 9,-4„ J7 (Simpson) or (Usp) J CLG. 0 HUS26 HUS26 . J7 J HGUS26-2 © THDH26-2 .11'-4 J7 Q HGUS28-2 Q THDH28-2 CL 2' 0„ 2, 0„ 7, 0", �H HHUS46 �H THD46 J 5101, 2' 0" 2' 0" 2' 0"' 2" 0" 2' 0" 2' 0" O 2'-4, J7 © LUS24 ©JUS24 J 9'-4 11-4 CLG MV2 C CKET B — ---- --- — GL .CLG ao J7 J Dr. R BL,I�I. II \ �� % MV4 / i BY BUILDEWALL J7zo io J i MV A AA D10 n E4 q q A NOTE: � i I V4 J42 J ao 14'_g° E1 L L J3 YOUR SIGNATURE WILL ACKNOWLEDGE: M o H1 GLG. iv 4 v 1) AUTHORIZATION FOR FABRICATION. J N LG. LO E3 J1 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, o L b H2 AND TRUSSES. TRUSSES WILL BE MADE IN A A A A A: A A A A N N H3G STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. B2 B1 1' " E2 J1 �✓ 00 3) RECEIPT AND USE OF °SCSI-81 Summary Sheet o E2 —17 S7 iv COMMENTARY and RECOMMENDATIONS for HANDLING, ;r INSTALLING & BRACING METAL PLATE CONNECTED NFF B1 —' WOOD TRUSSES' (TPI). bo o E2E 4) NO BACK CHARGES OR CRANE CHARGES OF ANY N B1 C✓� KIND WILL BE ACCEPTED UNLESS SPECIFICALLY — 7 AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. 0 N B1 SIGNED CD TITLE N B1 DATE „ All spacing is 24" O.C., except as noted. CLG. N B1 All walls shown are bearing, except as noted. All valleys calculated with sheathing under. 0 Number of girder plies to be determined by engineering. N DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. B1 Labeling trusses is a service, not o requirement. Engineered o drawings supercede labeling of trusses. It is the responsibility iv of the builder to utilize engineered drawings when erecting trusses. o B1 WARNING co N B1 CO ERECTION BRACING IS NOT 1HIE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER, 50 - NOR TRUSS FABRICATOR. PERSONS EWCRNG TRUSSES ARE CAUTIONED TO SEX PROFESSIONAL ADVICE REGARDNG ERECTION BRACING WHICH IS ALWAYS REQUIRED TO N N PREVENT TOPPLING AND DOHNONG DURNG ERECION; AND PERMANENT BRACING WHICH MAY BE REWIRED N SPECIFIC APPLICATIONS SEE 'BCS-BI Summary Shaet COMMENTARY B1 and RECOMMENDATIONS for HANDLING, INSTATING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES AM TO BE EAEM AND FASTENED N A SIRAGHT AND O PLUMB P01M WHERE NO SEATFING IS APPIM DIRECTLY TO THE TOP CINOIOS THEY N SNALL BE MAW AS SPECIFIED ON THE TRUSS DEM. 83 TRUSSES SHALL BE HAOIED IMTH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE O &4 TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. B4 RF cF41 � TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE o qP Q CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL N B5 A NI 2F(JHANGER Z REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO �� /nL o �`ceo�v ON pF FOR PROPER CONNECTIONS. CONTRACTOR SHOULD CHECKALL REACTIONS L B6 Exposure Category : C Bldg Category : 2 Wind Design Velocity : ]ST.O_ MPH d 60 Mean Roof l0kim T4W4160 J L j K1 L _ �i J3 ^,�lG M Be" Sbuct Eng 176051 2590 K KN. C" Ifighway.Fort Pilate, FL 34951a (M) R E a O v r�l1V 'D J1 L N i � L J1%Y1 4,mowwt - ///// 4' S K3E \���\ \�� Nt_B�� // f% // Trusses shown an this 1part of the building and show truss location. Proper erection, temporary and bracing design are the responsiblity of the building r a r �✓ �\ �P /GENS� . �. ` Q-i �\ F\ permanent designer or his engineer . Lateral bracing shown an the individual iNaa drawings must be placed during The erection procedure. 9 /> I Pc 6G 1 �I ' I JOB NO.: 6143 ��p LOT: 257 ILK: GHO HONCE S 5' 10" 9101, v 5' 10" 13' 0 3/4" 12' 6" 2' 4" 'v 5' 8" 4' 4" F3 ,flu S,o,,.���- ADDRESS: Meadowood Avalon Artisan \\ /001111" `O Saint Lucie Countyi 4"=r-0" MIC 1 03 13 19;7e- I Avdon-Arliz-4