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HomeMy WebLinkAboutBUILDING PLANSCODE COMF#�IANCE ST. LUCIE COUNTY PROJECT LOG ISSUED FOR PRECON 04.02-19 ISSUED FOR PERMIT 04-10.19 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. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PUNS, AS DRAWN AND NOTED, COMPLY WTH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WNDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WNDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 5. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED 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 ABV ABOVE EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEN ROOF HEIGHT ST. STIRRUPS AHU AIR HANDLER UNIT FA, FIRE RATED M.T. METAL THRESHOLD STL STEEL B.F. BI FOLD FR FRENCH DOOR MAX. MAXIMUM SW SWTH B.P. BI PASS FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED BILK. BLOCK FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT BLW. BELOW G.T. GIRDER TRUSS MIN, MINIMUM T.O. THROUGH OUT BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM BTM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC LO.PL TOP R WOOD PLATE CLG. CEILING GA ROUND FAULT INTERRUPT MTL METAL T.O.T.B. TOP OF TIE BEAM CMU CONCRETE MASONRY UNITS OIL GLASS O.H.D. OVER HEAD DOOR TYP. TYPICAL COL. COLUMN GOB GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE CONIC. CONCRETE GYP . BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES CSMT. CASEMENT HOT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD DBL. DOUBLE HIPS HOOPS P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS DIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W/ WITH DISP. DISPOSAL HIS HORIZONTAL SUDING PART"N. PARTITION WC WATER CLOSET DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT POCKET WD. WOOD DR. DOOR INS INSULATION 'PLYWD. PLYWOOD DW DISH WASHER IN7 INTERIOR R.O. ROUGH OPENING E.E. EACH END LG. LONG S.C. SOLID CORE ELEC, ELECTRICAL UN. LINEN S.G.D. SLIDING GLASS DOOR ELEV, ELEVATION Li. LIGHT SF SQUARE FOOT E.S. EACH SIDE L.T. LAUNDRY TUB SH SINGLE HUNG 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 16080 WAYNE DALTON N/A W/ kz)jto 111 WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF - 4" IN EDG DIST 8" FROM E D -32.2 PSF B FL-9174.10 R12 9100 OHD BOBO WAttNE DALTON N/A N-SC. IIII W/ I-I/4- WASHER & 2-3/4' MIN. EMBED. D.P.= +29.9 PSF +39.2 PSF -43.7 PSF 2-3 4' MIN. EDGE DISTANCE. 6" FROM END -37.7 PSF C FL 17499.1 SH 35 MI WNDOWS & DRS SOLIMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.- +31.9 PSF +55.0 PSF -55.0 PSF FL 15349.5 W/ F.G. ABV 0 1D' O/C MAX. SPACING & 2- FROM EDGE -34.8 PSF D FL 17499.1 SH H33 MI WNDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4- MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX SPACING & 2- FROM EDGE -36.3 PSF E FL 17499.1 SH 35 MI WNDOWS & DRS SOL 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 F FL 17499.1 SH 35 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-i/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 G FL 17499.1 SH H33 MI WINDOWS & DRS SOL IMPACT 3/18" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +36.3 PSF +55.0 PSF -55.0 PSF 0 10. O/C MAX SPACING & 2" FROM EDGE -44.8 PSF H FL-7630.1 2680 SOL LITE DR THERMA TRU SOL IMPACT 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 I FL 17499.1 (2) SH 26 MI WNDOWS & DRS SOL 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 -32.7 PSF J FL 15349.5 6414 TRANSOM MI WINDOWS & DRS SOL 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 K FL 17499.1 SH 36 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 01D" O/C MAX. SPACING & 2- FROM EDGE -34.8 PSF L FL 15349.5 4614 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/18- 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 M FL 22401.3 12080 SGD MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-I/4- MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF 0 12. O/C MAX SPACING -31.3 PSF N FL 15349.5 12014 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16- TAPCONS 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 0 FL 17499.1 (2) SH 35 MI WINDOWS & DRS SOL 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 -33.6 PSF P FL 17499.1 SH H33 MI WINDOWS & DRS SOL 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 Q FL 15349.5 6020 TRANSOM MI WNDOWS & DRS SOL IMPACT 3/16" TAPOONS W/ i-1/4- MIN EMBED D,R= +33.5 PSF +550 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF R FL 17499.1 SH 35 MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 IV O/C MAX SPACING & 2- FROM EDGE -34.8 PSF S FL 17499.1 SH 15 MI WINDOWS & DRS SOL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 W/ F.G, ABV. 0 10" O/C MAX SPACING & 2' FROM EDGE -36.3 PSF T FL-7630.2 3080 OR W/ THERMA TRU SOL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +29.9 PSF +50.0 PSF -50.0 PSF SIDELITE 6' & le O/C MAX. SPACING. -32.7 PSF U FL 15349.5 4620 ARCHED FG MI WINDOWS & DRS SOL IMPACT 3/I6' 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 V FL 17499.1 SH 15 MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 W/ F.G. ABV. I 0 10' O/C MAX SPACING & 2" FROM EDGE -36.3 PSF W FL 17499.1 (2) SH 25 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 15349.5 W/ F.G. ABV. 1 0 IV O/C MAX SPACING & 2' FROM EDGE -32.7 PSF - ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULUONS FL 15353.3 MAX. 104-1/4' HORIZ. MI WNDOWS &DOERS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP &BIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 ROOFING NOA NO, 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 paf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO.17-0614-.22 POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERUYMENT SIBS UNDERLAYMENT INC. PUES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-3/4' EMBED, N/A N/A PER NAIL MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES ' "` 1.0 CONCRETE UNITS BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST Y. (fm = 1500 PSI) LINTELS AS NECESSARY. 1. PROVIDE tx2 P.T. P HORIZONTAL ® CEILING & WALL INTERSECTIONS OR 8'-O" 0/C 1, THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE, HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND OTHERLOCATIONS PER F.B.C. SECTION 778 VERT. MAX. AND ALL OTHER SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 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. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3D00 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 360 OF TUBS AND SHOWERS WTH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) :CAN GRAVEL CONCRETE. LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL NPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WNDOWS SHALL BE OPERABLE FROM THE INSIDE WTHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY R NON METALLIC SHEATHED CABLE. VERTICAL: EGRESS WNDOWS SHALL HAVE A MINIMAL NET OPENING OF 247 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 1st FLOOR WNDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WTH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT UNE UP NTH A VERTICAL CORE, IT SHALL NOT BE 4 IN AREAS OTHER THAN HVINZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• PROVIDE DISCONNECT SWTCH OF SIZE AS REQUIRED BY LOAD AND UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. OF HIS SS FAR T AND IN NO AFULLYE THE UWITH S. PROMDE NON-FUSIBLEDUTY AP AT FETY AND THE MASONRY. . ITY F ARCHITECTS SUPERSTRUCTUREACTURER INTEGRATESVES PROVIDEARCHITECA LAYOUT THAT THE PUMPS NOT VISIBLE CIRCUIT BREAKER EL AS PER MANUFACTURER. 6. 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 RECOMMENDATIONS. 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. COLUMN SCHEDULE. F R I OUTLETS S 9. PROVIDE G I BREAKERS FOR ALL BATHROOMS GARAGE AND EXTERIOR WILE A 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT, SHOWN ON PLANS. 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 WTH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWNGS. - 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL: S. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CLIPS, TOP AND BOTTOM EACH STUD, AS PER. CODE. 11. PROVIDE PRE-WRED TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK %') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERNSE NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12. PROVIDE PRE- WRED T.V, OUTLETS FOR CABLE AS SHOWN ON PLANS. 5.. GENERAL: MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES, 2. ALL BOND BENS (MARK "BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND A. STRUCTURAL DESIGN IS IN ACCORDANCE WTH 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 WTH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 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 SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). 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 THE WOOD AS PER CODE, B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.SC.E. 7-10/T.M.S 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15, ALL CLOSET LIGHTING SHELL COMPLY NTH NEC SEC. 410.8. 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND. AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE 6. VERTICAL CELLS FOR MASONRY TO BE ROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. 11. ALL HEADERS OVER DOORS AND WNDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWSE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS BEFORE GROUTING, CONCRETE WORK SHALL BE IN ACCORDANCE WTH 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 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2- UNFORMED DETERMINED BY AN APPROVED LUMBER SPADING AGENCY. 1. FLOOR SLAB TO BE 4" TACK POURED CONCRETE SLAB NTH FIBERMESH CONCRETE BELOW GRADE-3' 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' O.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WTH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL NTH 1" LONG 3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE NTH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WTH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4' LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 4. FOOTING DESIGN BASED ON 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 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 1O'-O" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WTHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEN SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5, CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16' CROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557, DOOR BEAMS (28° MAX) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8". 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLYWILYIF IF 7• DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL. DOWELS AS VERTICAL BARS ABOVE. 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 UPPED 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 PROBABIUTIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2( 1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WND 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 i PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE, 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD N ' N tom SH 15 M.O. 20 1/8" M PROPOSED SINGLE FAMILY RESIDENCE BY: v'ES "'1 0 H 0'm G l" TACOMA LOT 259 MEADOWOOD COPYRIGHT 2019 TYPICAL "MI" WINDOWS ■ N . N m � 254" SH 25 SH 35 SH H35 • ■ ■ • M.O. 38" M.O. 541/8' M.O. 271/2' 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK 38" 70" 38" SH 35 TYP" BAY WINDOW \l FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS I DOORS NOT LESS THAN ? (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DOORS NOT _"a SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES PLATES A LESS THAN 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 CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 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 APPUED TO THE GARAGE SIDE. LOCATION LU DFAQ PABT.N IN& ROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 NNQ: UUTIMATE 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. 99EL THIS STRUCTURE IS DESIGNED IN ACCORDANCE NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 13 \ \ 2x P.T. WOOD BUCK SHOWN TYP. w M.O. 35 1/4" W M.O. 37 1/4" W M.O. 41 1/4' W M.O. 55 1/2" W X 98 1/2' H X 98 1/2' H X 98 1/2" H X 98 1/2" H EDGE OF SLAB EDGE OF SLAB rEDGE OF SLAB ■ ■ ■ ■ 2680 EXT DR 2880 EXT DR (OUT SWING) (OUT SWING) EDGE OF M.O. 78 1/2- W X 98 3/4" H EDGE OF SLAB-k 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 24, 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WTHOUT 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 Dwc. SCALE SECTION owa SCALE SECTION owa: SCALE # INTERIOR ELEV. SCALE BEAM LABEL AREVISION N NORTH ARROW BREAK UNE 0 2' s' "' SCALE: 11� /~e' i GRAPHIC SCALE 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 PUN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 Dwc 2 INTERIOR ELEVATION 3 �# COLUMN LABEL F# FOOTING LABEL _111 I - Z FRE At� ELEV. ELEV POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PUN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE 0'-0� FIN. FL. SLAB FLOOR ELEVAITOh - ra, w a: m a LL LLF W J J =D y LL J 2 ` K U n Q 0 o Z°c Oa c c'v 0 O C7l O . +' C N C C ;a 0a- (O Q aJ T fl 0 Ln an a ro y `° in Co en o S C .0 O Ln ou c cv a cc7 a �'-o�-o a o ra C c o WO c cc a V a0 E O ` � W a) -C N O ov '35c o `Li ~ E � rn� C O = U-) vi aJ C a0 z O W 70 E 'O (p i = (D O @ �N 6 Z N a z 0 cc E 13 AQ e ch 0 Ln IV C CL U L 0 g 8 � C C Q) O 0 :5 L13 N 0 CV vlj W Z d Z W 00 ILL. O � � ' 0 O v LU Ln N 0 � '< J W Z � 1 /4" = 1'4" 11N.0 COVER SHEET C-1 ,vunUO alOm'I '-Ls 6101 L 0 AVW i SCANNED St" Lucie County MW - 259 8" F78ERMESH OR FlBERMESH ° `• ° a WELDED MIRE MESH OR W. W. M. SEE FOUN. NOTES F007ING REBAR 1-15 CONT. - 3" MIN. COVER 1 SEE FOOLING SCHED. T 34 THICKENED EDGE #1 Z i (' CONC. COLUMN { MATCHING DOWELS 48 BAR DIA. MIN. SC GRADE 4-4° jl W/STD. HOOKS TYP. EXTERIOR CONT. 'JPAD MONOLITHIC FOOTING -..MATCHING DOWELS FORCOLUMNS 48 BAR DIA.MIN. W/STD. HOOKSffam BAR EQ. EQ. SEE FOOLING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAIN. SPACE 07HERS :I EQUALLY ° O ISOLATED PAD MATCHING DOWELS FOR COLUMNS 48 BAR DIA. 77 FlBERMESH FlBERMESH OR MIN. W STD. HOOKS OR W.W.M. WELDED WiRE PAD REBAR FOOTING REBAR MESH (SEE SEE FOOTING SCHED. SEE F0077NG SCHED. SCHED. SCHEDULE) EDGE BARS ALWAYS OMIT CENTER BAR WHEN I. 1 REMAIN. SPACE ONLY (2) REQD. OTHERS EQUALLY. 38 EXT, CONT. MONOLITHIC MASONRY WALL _ _ �' '- ._ •' MATCHING DOWELS 48 BAR DIA. MIN. SEE 07HER GRADE W/STD, HOOKS EQ. EQ, DETAILS FOR SEE SC EDULE II TRANSVERSE BEYOND 19 EXT. MONOLITHIC AT PAD ONLY S REQD. SEE SCHEDULE WOOD POST, SEE FRAMING PLAN FlBERMESH OR WELDED WIRE MESH FUTURE PAD REBAR SCREEN — EQ. EQ. SEE F007ING SCHEDULE PAD REBAR ENCLOSURE EDGE BARS ALWAYS SEE F007ING SCHED. BY SCREEN SEE CHED. REMAAN. SPACE OTHERS EDGE BARS ALWAYS CONTRACTOR EQUALLY REMAIN. SPACE OTHERS EQUALLY. FINISH GRADE 7A CONT. ISOLATED SPREAD o 171-� ,.. . ... , IT CONC. POURED FILLED CELL W/ STL. PER PLA DOWELL & EPDXY (1) #5 REBAR INTO SLAB FILLED CELL LOCATION W, 4" MIN. EMBED. INTO SLA SEE SCHEDULI OIN . MONOLITHIC MISSED COLUMN STL. DETAIL TYP, HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN :ONC. SLAB & 40NOLITHIC OUNDATION 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 20" x 18" X CONT. W/2 #5 CONT. EXTERIOR MONOLITHIC ® RECESS 38 F-3 2'-6" x 2'-6" x 12" W/3 15 E. W. 87M. ISOLATED PAD 7 F-4 2'-6" x 1'-9" x 12" W/3 #5 E.W. 87M. MONOLITHIC 0 PAD 19 F-5 2'-6" x 2'-6" x 12" W/3 15 E.W. BTM. PAD 0INTERIOR WOOD POST 6 F-6 4'-6" x 3'-O" x 12' W/4 #5 E. W. 07M. ISOLATED PAD 7 TE-1 10" x DROP x CONT. W/1#5 CONT. THICKENED EDGE AT DROP 34 TE-2 1 8" x 8" x CONT. W1i15 CONT. THICKENED EDGE AT SCREEN ENCLOSURE 59 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTON CONC BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT. 8x8 AT 6'-0' 0/6 MAX. AND AT EVERY CORNER AND C-i BLOCK B07H SIDES OF ANY OPENING MORE THAN 6'-0" WIDE 8x16 CONC. BLOCK W/2 FULLY GROUTED CELLS W/i-#5 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 842 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 2-#5 VERT. IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-#5 VERT. 1242 C-5 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 4-#5 VERT. EACH CELL 4"X4" C-6 WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS FN FASTENERS BY SCREEN MFGR. PAVERS IN SAND BY OTHERS "'.ram: � �-� IIIh 1�i `�i :• � —m II' �fal��i •. SCREEN ENCLOSURE 48 BAR DIA. SPLICE '. "ram 8"x8" PRECAST cl . LINTEL. SEE LINTEL SHOP DWGS. 4. FILL COLUMNS ;1 . AND LINTEL SOLID k; W/ GROUT 8"x8" FILLED CELLS W/ i 5 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE � SEE BEAM SCHEDULE FOR REINFORCEMENT BAR DIA. S ICE 'C'�: m FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE 'pl 0 0 x � N � w x 0 I M 00 c=n o a x x N o w CONC. PAD 9 15-8" L 17,_0„ n -+ ,.v.o.o. i6'-0„ ii'-4" T.O.B.B. '-0" 13'-8" 1'-0' HB 81-.0. I-]--2® /®mow ®®F3 7E-2 {C )---------6'-0" 5'-4 '-11" 7'-1" 5'-8" ro ro m m °� �/ �J 0o mm a O B" 2'-6" P-e° •-2" 1'-7" 1 (2) SH 26 W FG i6" HIGH Fs FG 8V� A LI ® HEAD ®10'-0" ° ® ° ®®� ® ® ® C2 A4 6" C----- M ---------- x o M a 0I I � i 7c EE FORM SHOWER PA o LARGER ON ALL x a a m SIDES THAN ACTU L _ 0 FINISHED DIMS. SHOWN HERE '-0" 0 7E 1 6" SHOWER x N 120 SGD RECESS �� W/ 12014 FG. ABV. (4 PANEL) 2-6 t HEAD 10'-0" o h+` N 0-2 \-----------8— � F1 F I I ® I C i 7F- L F5 IT 7'-1 SUPPLY PLUMBING & I I ELEC. TO ISLAND UNDER I C6 - SLAB IL — J — FLOOR 0 TLET W/ BRASS C VER 21'-2" 28'-2" o NOTE: FORM SHOWER PAN 1 1/2" LARGER ON AL — — ALL COLUMNS ARE Cl U.N.O. SIDES THAN ACTUAL FINISHED SHOWN HERES F s' 2 0'-0" FIN. FLOOR SLAB_ ER RECESS ----- I � I F1 1" 2'-8" L 3'-9" 10'-4" 2'- " 3'-10" I I 4 -4" 1E-1 _ F1 ° o 0 3080 DR W/ N v —0 �- SIDELITE & ARCHED - - -- - - - FG TRANSOM ABV---� F2 I ®$ C2 C2 yF � SRI, o F1 ------ �o NOTE: FORM GARAGE SIDE DEMISING WALL // I r FPS 4 qp® - - - - - - - J RECESS 1-1/2" SMALLER THAN ACTUAL-1 ® ® ® a w FINISHED DIMS SHOWN HERE // L - ® 2 SH 25 C4 W C c 1� � W ARCHED -in SH 35 FG AB VE 5'-1 1 " 2'-1 1/2" S-11" 3'-111, 2'-1 1/2" 6'_7° _O. 18'-8 = 8" ID ® - N F2 ®® ®® I I i --- --- /� / C2 I C2 c2 c2 8' W X 5-h" D RECESS c c5 m m FOR PAVERS (FOOTING " F6 F mo m DEPTH MEASURED FROM µ BOTTOM OF RECESS) W/ 6" W X 3/4" D RECESS a BEHIND (SLOPED) UNDER SLA F2 LINE CHASE o SLOP CF 4'- 11 1/2" 4'-5 1/2" 1,_4" 1'-4° 6'-4" 1•-4" l'-4" 5'-11" 6' 11" 10 1/2" EXTEND -1/2" DEEP RECES 4" PAST EDGE OF OPENING, YP. FINISH E GE OF CONCRETE AT RECESS, TYP. A A4 I I ® W 8" W X 5-)f D RECESS ® C2 FOR PAVERS (FOOTING EXTEND 5-1 2" DEEP RECESS 4" DEPTH MEASURED FROM BOTTOM OF RECESS) W/ PAST ED E OF OPENING, TYP. 6" W X 3/4" D RECESS FINISH EDGE OF CONCRETE SLOPE 2" BEHIND (SLOPED) o AT RECESS, TYP. o Io I o am EfC. PANEL F1 � F2 L — — — — — -----_e------ j ®c2 °a ,D 2 7'-10" 4 7'-3" 2'-0.. 4'-ll 1/2" 4'-51/2" S-61/2" 6'_4" 3'-61/2" 22'-4. 9-4 T.O.B.B. 9'_ " 13'-5" 2'-10 1/2" 60,-0" 0 I m PROJECT LOG ISSUED FOR PRECON 1 04-02-19 ISSUED FOR PERMIT 04-10-19 W � m 0 m ,J W LJJ ° = J Z W D a W O J W U n 0 ❑ z J N o a Q Z 0 Qa 0 0 ai a fl n -0 o •v' o 0 ncu s m E n o N s V _ .& �L, cam o n n `+3' �o ro m E y c o � 'a Lo c w E E o r—c° "o o o E p c n U ,d ` o raps v a °' > E O U iE E O di N E � O i �'L5 U U t z o N o a ndwu 0 Z ELIE 0 C C a Lo Ca) G Q .1~ © 0 V o M Lu •• } c O r _ J OLoci 0 CV W Z t1 Z W 00 O � � LL U a N � 1 z H U o O O o U (3% Lu Ln N Q r J W OJ 2: U-) 1/4" = 1'-0" U.N.O. M FOUNDATION PLAN A-1 MW = 259 60,-0" 15-8" 17'-0" 11'-4"TO.B.B. 16'" PROJECT LOG IMPACT / LOW E 11'-4•T.O.B.B. 13'-8" 1-O HB 8'-0" (2)S 35 8'-0" ISSUED FOR PRECON 04.02.19 GLAZING AT WINDOWS DELETE ALL SOAP DISHES THROUGHOUT PLAN s-4 T.O.B.B. SCREEN ENCLOSURE ISSUED FOR PERMIT 04-10.19 WASHER DRYER AND SLIDING GLASS ------- --- ® _ _ _ _ _ _ _ _ _ _ _ _ ------------- _ _ -- ®® sm 28-1/2' SPACE DOORS DRYER VENT DELETE ALL MEDICINE CABS THROUGHOUT PLAN o 14'-8" 14-3" T-r 5'-8"1, 17'-0" ad C6 m � 26 W )16H o0 COVERED A mm— 00 I — — — — — — — — 263 ° HIGH 0 0 J ® DRYER VENT LOCATION LND BV LANAI A4 I I � = � ®® LID a � BMW 11'-4" CLG. FRONT VIEW N R LINEN• ® (ABV MAIN SLAB) K " ® ; ° 3'-6" 10'-0" g- -°" i CROWN INCLUDES COFFER io o n a N ?� o N CROWN > PAVERS m a MASTER ' o Z NOOK 1 '-4" CLG. M � ^ SUITE � -6 °� 5'- s'-4" CLG. I.o- 3 I rt 9'-4'/10'-4" CLG. co I BAT 28eo " O 01 s' a ti O 12080 SGD (4 PANELS) O 1 N W o W i6" HIGH FG TRANSOM ABV ® 'oI 6080 BP '� ® ® I `°3 I W 8'-2" 3' 6" DELETE ST NDARD B CKSPLASH o I at KITCHEN C NVENIENC PACKAGE x '-0 W 0 w LL LL a ® -10" N-2° 5' 8' Z w 0 SUPE KITCHEN ACKAGE a o ® ? n N TYP. ARCH ELEVATION TYP, ARCM ELEVATION BEDROOM 3 CLG. —� nl r W — — r — — — — I — — _ FL T ARCH z �¢ J ~ �° a 9'-4" °i v PRIN ® 7'-10 S Q C 9'-4" CLG. II C 1 V-4 CLG. O 12'-0" 2'- " 4'-0" 2'-0 1'-8" a 21'-2" 1" - 1 "x TOP ®8'-6° I O `o ® o o ISLAND "� j I I J 3 26eo o o o m3 fi col w I-- --1 L---J L--- 7 HIS [) g N x Bx8 DRYWALL BEAMS 2680 CALCULATIONS N — i 8' 5'-4" -6" 5-2" N z 1 R�WN INCLUDES COF�ERI R 40 BLOWN IN FIBER GLASS INSULATION AT ALL A/C AREAS Dw II a o 1 " �REAT ROOM HERS " o TOTAL U/A 2521 S.F. ALL INSULATION SHALL COMPLY WITH FBC R302.10 —� 11'-14 0 12'-4" COFFER DLG. PO FLAME SPREAD COMPLIANCE 25. MICRO CROWN 1 J L- I -, ® Q+ o �, ,� c " ca COVERED ENTRY 101 S.F. SMOKE DEVELOPED INDEX 50. ® OVEN KIT i — DR — — M 8x8 DRYWALL BEAMS r- '---- - ? g N a o co, C a Q x N o 11'-4" CLG. �-- _ e yam ._ i 0 Op p p COVERED LANAI 327 S.F. M I I I ® p p _ BEDROOM 2 Z '` M I I I 2" r-1°" '-s" r-a" 4'-2" ® t a g 0 _ `° v o c GARAGE 951 S.F. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL 9'-4° CLG. a o R F— 2680 c 4-1 4'-0" 4'-1" o N O COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE w E 0 N — L — — — — L — — — a> > o ` _ lu a� + o TOTAL AREA 3900 S.F. OF 200. 0 13'-6" 3'-a" N MASTER N x® a 2 C `� _ ® 2'-0" 3'-4" 5'-6" x o i'-4" 6'-51 o m �. o p- a E o rxa c a� ��- FLAT ARCH ¢ w ®® o BATH o aIROMAN <" O o+ o " p c a TOTAL AIR VOLUME CUBIC FT. = 23,445.3 M 1'-5° SPRING ®T-10" r Z I- I M FLAT A CH 9'-4" CLG o `' SHWR N api 'E o E �_' E o p 6080 BP TOP ®e'-s" a a SPRING ®'-o" TOP ®1 -6" 3, E 'p o a) s Ln ADDITIONAL NOTES: 6-6" 6'-101 2 / " 1'-3" g N BACKING FOR FUTURE o — — VANITY I ®36" AFF Oo sr o x a� + c o v _ `O5 - LIN 11 05 `� UPPER CABINETS N o v o 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO T-0" IN MASTER SHOWER AND T-0° IN OTHER LOCATONS. O SH ,6 _ ^'-B" 'o v FROM 36°-96' I CRO c o FOYER NO MIRROR 0 7A o Lu N Z o N Ln Ln V, 70 7'-O" i� 3'-8" 5'-6" Q 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT BATH 2 UTIL. o I 12'-4 LG. N N AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS ?6� N CROWN o °i o_ I W o 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 12• " 0 w v� ® OLINEN n0 °i N o _ )r. r2 DINING ~K� I S o 11'-4" CLG. a c �- CROWN DEN o 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. AC CONC. PAD DETAIL m NO -MIRROR ° OPT D N , -3" LTJ I - a I N I — BACKING FOR FUTURE m N 9 -4° CLG. c N _ m m z 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS °0 UPPER CABINETS T-9 1 2" ,4'-8° 8° E 7. IMPACT WINDOWS. N.T.S. $ REQUIREMENTS PERGARAGE ,�• FROM 36"-96" ^� � � U R302.6. R-11 GARAGE DEMISING ALL 0 1P-0 1/2° ® ®® °R �� 0 — (21 /f0 SM.S. TOP & BOTTOM ® EACH STUD 18'-0' o m OU 3 80 W/ SIDELI ARCHE OT o Lo Q C �' FG TR OM ABV r 3/4" THK TEMP TOP OF KNEEWALL W/ PT FRAMELESS GL 2X TOP PLATE & 1/2" FINISHED CEILING -SEE MECH ® 00 a 3'-11" 3' 1" ® 5 CIC o L PLYWD & 1/2" NON ASBESTOS W/ CLIPS FIBER CEMENT BACKER BOARD TYP• WALL SECTION • j2) SH 25 �� CO ERED,, U O 1/2" WALL CAP 2x6 BLOCKING ® W FG BV. O / ENTRY O 9B6 ® millill ill ill ill Ili ilia U KNEEWALL W/ NON ASBESTOS CABINET LOCATIONS. 6o SH 5 V (}y FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWERPB SIDE FASTEN EA. END TO EWH 2'-1 1/2" w 7'-9 1/2" 2'-1 1/2" " O N C _ KNEEWALL W/ DRYWALL & TILE FINIS' STUDS W/ (2) #10 22 z54 20 MIN. SOLID CORE ~ 14'-B" CLG. M ' L L I 0% FINISH THIS SIDE S.M.S. EA. END P LL DN STAIR DOOR W/ RIVETED (ABV MAIN SLAB) ;� C Q L W/SW. LT. J JAMB OVERSIZED U 25 GAUGE CHANNEL SHAPED STUDS- WEATHERSTRIPPING a — — — — — . HOSE ®� ®® ®■ (°� J '►/ �ul �' w 2X4 STUDS ®i6' 0 C 2x6 STUDS ® ( /)( r---- BIBS — Z 0 24' 0/C) W/1 FULL LENGTH LAYER OF CHASE N ROMAN SHWR i 1/2' TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ m m m m PT 2X SILL PLATE L ` mo L L L L � i' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' 0/C o o m m o3 ca h LLLLLL GAUGE METAL TRACKS .1 L L L L L L TOP &2B OTTOM 3 BAY GARAGE • `:.;.:, :; L CONC. FLOOR SLAB 9'-4° CLG. I a °I TYP. KNEE WALL SECTION Han PINS .145" 01A x 1" LG. 0 16' O/C W/ 1' WASHERS "0 SMOOTH COAT o = 1/2" = 1'-0" TYPICAL INTERIOR PARTITION STUCCO FINISH EXCEPT AT DRYWALL o o ATTACH P.T, 2X8 ABV. GARAGE DOOR 0 ALONG CABINETRY BACKING PER MANUF. SPECS 4'- „/2" 4'-5 , /2" ,'-4" [1'-4" 6'-4° ,'-4' ,'-4" 5'-„" 6' „" w GARAGE CEILING SCALE 3/4" = 1'0' ® o i c i 1/ " 10 1/2" U Lu m 4" 15" 23'-0' O c 00 ILL. (1) JIO S.M.S. TOP & BOTTOM A N 0EACH STUD L------- o A4 `/ QI I V p 2x4 STUDS - ELECT, a FINISHED CEILING -SEE ® ® m 0 O PANEL 25 TYP. WALL SECTION O ! Ln �i iw_, 0 BACK CONT. 25 GAUGE METAL TRACKS — — — — — — — ATTACH P.T. 2X8 N O Q U J METER w TOP & BOTTOM W/ (1) #10 SMS 0 24" 0 CV. " ~ H 25 GAUGE CHANNEL SHAPED STUDS o I GARAGE PER MANUR SPECS O O LLJ X 1n J 24" O/C W/1 FULL LENGTH LAYER OF o 1/4" = 1'-0" U.N.O. 1/2° TYPE GYPSUM WALLBOARD O APPLIED VERTICALLY & ATTACHED W/ SEE DETAIL THIS PAGE o w o F 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12° O/C FRAME -OUT ELEC. &CHASE x 1 0 c o ELEC. PANEL o PAVER DRIVEWAY FLOOR PLAN CONC. FLOOR SLAB w I 1 24' WIDE TAPER AT R.O.W. A 777777 HOSE L-------- -- HIL71 PINS .145" DIA x i' LG. m = BIBB SH 35 ® GARAGE FLOOR ® i6" 0/C W/ i" WASHERS CHASE W/ FG ABV. ELECT. PANEL / CHASE ®® own _ r INTERIOR PARTITION A•2 3/4" = i'-0° -1 T-3" T-,0" T-3" 2'-0" 4'-11 1/2" 4'-5 1/2" 3'-6 1/2" g'_4• 3'-6 1/2" -- Mw 259 9-4 T.O.B.B. 2Y _4• 9 -4 T.O.B.B. 9 _ » 13 _5• 2'-10 1/2" �,� ,�i Ylwill fir"®/#Is Any 111! ewkwfieewlmaj. w 04030 Product Submittal Sheet FLAT CONC. TILE vinviden.Wm awo NWw'i Fl >Bauu n305477"64 clannaea,am Dho-mn Rokfing Eystalna Its Mlarld.Fteri *ee 13094774108 SMOOTH STUCCO MEDALLION PROJECT LOG ISSUED FOR PRECON 04-02-19 ISSUED FOR PERMIT 04-10 -19 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finidh. Intersections of Ts available. 157850LL 7/8'eli 91/2 sped flange,1-9I4perforated 5enge 15 MW Wall Ciudml Ji— Deegnetl to relieve strew and asslet incontinuing srecks In eMermwal fecal Imereacrlonsot Tsevellable. us patent Number] 757,450 Caulk all mteieeoreune, nattepmte, ends and comers at time of Inehllation. Product Submittal Sheet VINYLcmonpo A IMI wrylka,ankm Si NW]BM Gaon P30"7764(54 OWIc OIY/NIt"1MII�II� IIf� Clarkweshm oll tr"Ilding Syatama LLC MIoml, Florida 33183 P305.49I410N Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp: plaster. .'b1t`yh C55&300V fi16' 3wltle Witt (on."..)5" overall Wain, perbumed flanges r/w 3"SOMt Vents— Continuous one embe Soffit Vent wl0 reinforcing db to key lnro atuom ion, onal_Vent CYps are anal In wnand 6oB11 Vent and to assist In alignment. Vent area 15 square ,,.has at I, n11 Caulk all Int offidia,but tenta, ends,n4 mmare at time of imbeletlon. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3,900 (SQ.FT.) x 144 = 561,600 SQ IN. / 150 ea 3,744 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN, PER LINEAR FT. (250 LF) VENT - 3,750 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG, WOOD ROOF TRUSSES' 024" 0/C TYPICAL W/APPROVED GAILY TRUSS ANCHORS EA. END SEE PLAN/ ELEV. GALV. MITI.. DRIP ON 1X2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMEN7ITOUS FINISH ON METAL LATH W/ 3" CON77N000S VEN7ING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER Be CONIC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0' FIN. FL. SLAB e COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR a=6'-On EDGE ZONE I1 I I 12 1 6 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. 5/8" DRYWALL OR 1/2' "TOUGHROCK" APPLIED TO UNDERSIDEEQUAL)OF TRUSSES FIRE STOPLLJ 2'_0' CONT. 8'x16' MASONRY BOND BEAM IP. O.H. W/ 115 CONT. TOP & BOT - FILL W/ CONIC. CONT. METAL POUR STOP 1/2" DRYWALL - - - - - - - - - - - 1X2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE D.P.= +29.9 PSF MEDIUM TEXTURE O 33.6 PSF CEMENTITIOUS FINISH ON MASONRY CONSTRUCTION, TYP. WOOD BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS all ° ! - • I _ ki • 4 —III—III_ a=6'-o EDGE ZONE '-j I I TYPICAL WALL SECTION SCALE 3/4" ae 1'0" /( —CCC ICI ICI ICI ICI ICI ICI ICI ICI I�II�II�II�II�II�II�II�I - I�IICII-IIMIICIICIICII i ICI ICI ICI ICI ICI ICI ICI ICI 0 I I ABOVE: BELOW: D.P.= +31.9 PSF D.P.= +28.5 PSF O -34.8 PSF O -31.3 PSF FIXED GLASS -150.13 rsr BLW S -ob.o rnr r KU N I t L t VA I I U N- L LAJN L D.P.= +29.9 PSF (-T-) -32.7 PSF 0 I 0 71 ABOVE: BELOW: D.P = +31.9 PSF D.P.= +33.5 PSF D.P.= +29.9 PSF -34.8 PSF O 36.3 PSF 32.7 PSF O O- c=6 -0 EDGE ZONE I I I 1 14'-8" T.0-B.B COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR 11'-4" T.O.B.B. 9'-4" T.O.B.B. - 0'-0" FIN. FL. SLAB 14'-8" T.O.B.B. 11'-4" T.O.B-B. 9'-4" T.O.B.B. - - - - - - 0'-0" FIN. FL. SLAB REAR ELEVATION c=6-0 EDGE ZONE ­j ! I 14'-B" T.O.B.B. 11'-4" T.O.B.B.gL 9'-4" T.O.B.B. W v W o W < a p to d- LL Z O w W U 3 � zCh N Ch o s Z J a Z L Oa 0 O C= Y C113 C o 0 I U a� a� L [n -O411 d E .vi CO iv s� 3 _ CU CUrj .� VI C N 2 C � O M nS O C N O j C d W E E 0 M p O E O O_ U V c �- o 0 UE l o :3 rn c co = cn c o E U O LU Z ll -t d IF— Vol W CID O cr 00 L.I. a N E'er0 0 O O U CT Ln 3j O LU U N t Q OJ Q W J 1/411 = 1'-0" U.N.O. ELEVATIONS A-3 D.P.= +29.9 PSF O -37.7 PSF OD.P.= +28.5 PSF A -32.2 PSF D.P.= +33.5 PSF 0- 36.3 -36.3 PSF D.P.= +33.5 PSF 36.3 PSF O - 0'-0" FIN., SLAB RIGHT ELEVATION 'i✓�'I MW - 259 PROJECT LOG ISSUED FOR PRECON 04-02-19 ISSUED FOR PERMIT 04-10-19 r— a 6':!0" 0=6'-0" EDGE ZONE__T' EDGE ZONE I I I 11 — - - -� - - - T - - - � - - - - - - D.P.= +36.3 PSF448 PSF O O D.P.= +348PSF P F O D.P.= +348PSF P F O 33.5 PSF D.P.= +363 PSF a=6'-t__0" EDGE ZONE __j I I I I TYPICAL INSTALLATION ,, WINDOW ASSEMBLY u FASTENERS AS REQUIRED CAULK BY WNDOW MANUFACTURER MARBLE SILL CAULK SEAM AT CEMENTITIOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 0 n OPENING I�II�II�II�I = I�II�II�II�II�II�II�II�I _� - 0RODINI O ICI hI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI - 111 FOYER ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI IIII 1101 LEI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ,I' - • !E! l:�I ImI.I�!. !�! !sl !�! ICI i i I11 101 !m-! "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 • ° °' MORTAR OR WINDOW INSTALLATION GROUT .• Q. ° °, ..•.a 1° SET SILL IN FULL DRYWALL °' °'P „ -'•' • .•p MORTAR BED AND HEAD JOINT .. <'•:.":.:-.::•'..:.:'..;'. ::::::;:: _ .::,:. STUCCO OR 'A DECORATIVE a ° //�CEMENTITIOUS COATING 3/4" FURRING TO • MASONRY WALL 4 '' B. C.M.U. • • • PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION CONIC. COLUMN WEATHER STRIPPING BY DOOR MANE. GARAGE DOOR GALV. STL. VERT. TRACK BY MANE. FASTENED TO �TRACK BRACKETS W/ 1/4"-20xi/2" CARRIAGE BOLTS & LOCK NUTS L_GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ J/1670-1/4" LAG SCREWS 2x8 P.T. ATTACHED TO IANU.'S METHOD OF COLUMN W/ 5/8" WEDGE iTTACHMENT SHALL ANCHORS 0 2'-0" 0/C VERT, IRESUBMIS (6" MAX. FROM ENDS) AND 2" FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) 7 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. 12 6 PRE ENGINEERED WD. TRUSSES @ 24" 0/C TYPICAL KITCHEN BEYOND a=6 -0" EDGE ZONE I I I � mommummmm=� 0„ 9'-4" T.O.B.B. CEMENTITIOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) GREAT ROOM COVERED LANAI ABOVE: D.P,= +33,5 PSF BELOW: D.P.= +31.9 PSF O O-36,3 PSF -34.8 PSF A -A SECTION - CLASSIC 1x2 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 DRYWALL BOARD CAULKING F-- ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 0 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 0/C. MIN. 1-1/4" EVE D SECURE FRAME TO SILL WITH SILICONE PERIMETER SEALANT CAULKING �— STUCCO FINISH �CONC. OR MASONRY 1x2 MIN. P.T. BUCK SET IN 000 .o 0 '0 SEALANT AND NAILED 10 . Oe. 000 W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. PRECAST OR POURED SILL W/ 1 #5 BAR DRYWALL BOARD 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 STUCCO FINISH PERIMETER SEALANT CONC. OR MASONRY 1x6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDD COIL NAILS AT 12" 0/C. MAX. DRYWALL BOARD CAULKING DOOR FRAME FASTEN TO BUCK W/ SCREWS 2 100" O/CPC JAMB/HEAD DETAIL (S.G,D.) DOOR FRAME FASTEN TO BUCK W/(2) 3/16" x 2-1/2" TAPCON SCREWS ® 2'-0" O/C FLOOR COVERING a O 0 00 00 �. cFr GROUT BED CONCRETE SLAB SILL DETAIL (S.G.D.) i 00 9'-4" T.O.B.B. _ _0'-0" FIN. FL. SLAB CONC. OR MASONRY 2x6 P.T. BUCK RIPPED TO WIDTH OF DOOR JAM SET IN SEALANT FASTEN W/ 114" DIA. x 3-1/4" TAPCONS 3" FROM EE. 0o O 0 AND 12 0/C MAX. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) 16 GALV. x 2" SCREWS 0 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 0 18" O/C c PERIMETER SEALANT FLOOR COVERING 000 O6 a CONC. FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) W a cp m o � a LLJ ZD N w LL N LL w z3 Z J n 0 z J n N Z Oa 0 c c'a 0 0 0 o � c ra fl iz c �'_ `o U •O'rn N a N O U �o � = C7 N cu p c a E a o +� =o m a m CL aci E E 2 " E p -a a v ` •> ++ GO N aJ :EP O N c O U~ � c 0 O = N @ v .O_ O Lii E =o ro _ Z OUCID d = cu a W Z d Z W 0-0 O co) 00 00 LL N U C—+ o O U a Lu Ln N Q J OJ W L Ln 1/4" = 1'-0" U,N,O. SECTIONS ELEVATIONS A-4 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 LUMBER liE FRAMING SHOULD BE SECURED TO THE BLOCK USING THE PROPER TAPCON LENGTH, DIAMETER & SPACING FOR MINIMAL EMBED REQUIRED AS NOTED PER PLAN. MW=259 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 \ _ SEE PLAN 4'-0" MAih/I ON C - CONT. MASONRY BOND BEAM - CONE POUR STOP - 8" CMU WALL A5 CONNECTION DETAIL USP KCC044 OR SIMPSON'CCO44sds2.5 FASTEN PER MANEF. SPECS 5680/ MAX. WOOD POST SEE FRAMING PLAN (6) 1/4"4-1/2• LG. SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 5645/ MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. a5 CONNECTION DETAIL 4 NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS ® 24" 0/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP PRE-ENG. WOOD 16d NAILS '/' ACTUAL WALL SECTIONS CEEL AND fONSSES TIE BEAM OR BOND BEAM 5/8p WEDGE ANCHORS ® 24" 0/C W/3 x3"xll4 STEEL WASHERS EMBED (4) MIN. 20 CROSS BLOCK 0 24" O/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-16d NAILS EA. STUD A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 #'/TRUSS UPLIFT (16) WS3 TO G.T. s s SIMPSON KECCQ44 s e OR APPROVED EQUAL. 71051 UPLIFT MAX. (14) WS3 TO WD, POST WOOD POST SEE FRAMING PLAN (14) 1/4' x 2-1/2' SOS THROUGH POST "SIMPSON HDU5" HOLD DOWN OR APPROVED EQUAL 5645/ UPLIFT MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED, A5 CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DEBIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" O/C SIMPSON MGT W/ 22-10d Ak:—NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM INTO BEAMANCHOR 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# 4CONNECTION DETAIL 1420 DRYWALL OVER ICAL FURRING I EXTRA LAYER OF 1/2" DRYWALL SURRDNDING FRAME ARCH TYPICAL APPLIED To SHEATHING 19/32 PLYWOOD ARCH SECTION 4 a5 CONNECTION DETAIL NOTE: FGTR MAY BE ATTACHED TO BOTTOM CHORD FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD INVERTED GIRDER TRUSS SIMPSON FGTR W/ 18-SDS 1/4" X 3" SCREWS INTO GIRDER —CONC. TIE BEAM OR 2-1/2" X 5 TITEN MASONRY BOND BEAM HD TO MASONRY WALL PER MANUR SPECS MAX. UPLIFT (1) FGTR = 5000# 3 (2) FITR DESIREDAUPLLIIFT =AIDED TO 0# MAX. A5 CONNECTION DETAIL CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4"x3" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. `.. W/ HIL71 DNI-62-P8 0 8" 0/C MAX. T 2X6 P,T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" ESEE ND DIM NSION. NAIL T BUCK AT EACH S. 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 1-1/2' COIL NAILS VIEW "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIF LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 8F24/181T 2 9'-4' 1 1213 545 481 240 8F24/1Ell T 10000 668 5698 315 8F36/1B1T 4 3'-6' 10000 235 7428 114 8F16/1B1T 5 5'-4 5809 264 3057 128 BF16/1B1T 6 5'-4" 5809 264 3057 128 BF16/1B1T 7 S-6" 10000 104 7428 81 BF16/1B1T B 3429 9BO 4771 275 81 9A 7'-6" 1 1078 0 733 0 8F8/18OT 9B 7'-6° 2882 1000 1548 300 8F16/1B1T 10A 5'-4" 1773 0 1135 0 8F8/1BOT 10B 5'-4" 5809 0 3057 O BF16/1B1T 11A 13'-4" 504 0 396 0 BF81BOT 11B 13'-4" 1576 919 711 297 BF20 181T 12 5'-4" 5809 250 3057 120 8F16/1B1T 13 14'-8" 1079 197 477 160 8F16/1B1T 14 19'-4" 736 313 323 240 BF16/181T 15 10'-6" 1664 353 830 120 BF16 181T 16 3'-6' 10000 465 7428 205 8F16/11T 17 18 19 20 7'-6' 5'-4" 3'-6" 5'-10' 2882 5809 10000 1002 233 1043 667 0 1548 3057 9578 722 103 531 233 0 8F16/1B1T 8F16/1B1T 8F72/1B1T 8RF6/1BOT 21 22 5'-10" 3'-6" 10000 10000 674 0 5480 9578 230 0 BF48 1RlT 8F72 1B1T 23 7'-6" 8615 1183 2879 429 BF28 1B1T 24 4'-6" 10000 434 6849 354 SF48 1B1T 25 2B S-6" 7'-6' 10000 7857 0 318 9578 3323 0 262 BF76 1B1T 8F36/1B1T 27 28 3'-6" 5'-4° 10000 10000 0 329 9578 1 5698 1 0 1 269 8F78 191T 8F48/1811 PRE-ENG MD. TRUSSES ® 24' 0/C (SEE CONNEC71ON SCHEDULE) 19/32" EXT. GRADE PLYWD. NAILED 0 6' 0/C AT PANEL EDGES & 12' 0/C FOR THE REMAINING FIELD W/ 10d NAILS NAILED TO ROOF TRUSS W (3)10d NAILS,LNOTTCHED AND TOENAILED W/ PLAN (3) 10d NAILS TO PLYWOOD ON BLOCK WALL (3)1/2'x6° PCS EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SHOT TO WALL W/ 3" PINS 0 12' 0/C (1 1/4' EMBED) BOX -OUT DETAIL A5 SCALE 114 = 1-0 SIMPSON H4 HURRICANE CUP EA. LOOKOUT T GE TRUSS W/ (4) 8d NAILS EA. MEMBER (3) 160 TIP, 2x4 SP BLOCKING 1 SECTION 2 G 5/8" ROOF SHEATHING W/ 10d NAILS 4" O/C INTO BLOCKING AND LOOKOUT C T ONT. FASCIA BOARD (SEE WALL SECTION) NAIL O LOOKOUT W/ (3) 16d 0 8" O/C 2x4 LOOKOUT FOR O.H. 0 16" O/C 2x4 BLOCKING ANCHORED TO LOOKOUT W/ (2) Od TOENAILS E.E. x4 DIAGONAL BRACE RESTRAINT LOCATION 0 4'-0' O/C WALL SHEATHING NAIL PER SCHEDULE ABLE END FASTEN TO SLEEPER W/ 16d NAILS ® 8' O/C TYPICAL CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI XDNI 2-5/8" I.G. 0 6" O/C USP TA24R EMBEDDED STRAP W/ (4) 16d NAILS 0 EA. TRUSS VERT. WEB (24" 0/C) C B ONT. CONC. OR MASONRY TIE BEAM SEE TIE EAM SCHEDULE 2 x4 LATERAL BRACING LOCATION AS SHOWN ON NPLAN O O O A5 O -4 01In III i i i i — E:1 21 Rue 14L it L 22 54" PULL LN STAIR I W/S V.LT. A5 — — — — — — — I I I I L�1IL- O �II�AI��t•��i��i��i� 11 A BLW N 27 30VE 7ELOW21 I I A A4 26 A5 PCM1 2J m 1"od m 00 FASTENERS ALLOWABLE LOADS SIMPSON MODEL N0, CMU CONCRETE UPLIFT GRAVITY HU28 6-1/4"x2-3/4" 6-1/4"xl-3/4" 575 LBS. 2400 TITEN T1TEN HU26-2 12-1/4"x2-3/4" 12-1/4"xl-3/4" 1,135 LBS. 3950 TITEN TITEN A5 CONNECTION DETAIL 15 10 18 4� HIM 17 PROJECT LOG ISSUED FOR PRECON 04-02-19 ISSUED FOR PERMIT 04-10-19 w a M w N a Lu $ B LL LL W K U N z ; o F�� i J a Z L a Q C � 0 0 0 o, a 2 m [2 o > 6� Q c a Q c o 0 o ,m V m Q +� c aj co c ate-+ @ E .`—" o 33: — ai ._ L o Qi AT - o c N E @ o o o c a av E E o fO o E '2 o -o a U acwra'0 o = c �+ aJLn E LE5 o ~O p Lnu fa 'u Z L] L V C- o ifcli O � 0 W c o 2 N r J• 0 u N 0 i\ Vol ic +�Zh �J W Z [1 z W o con 00 l0 all O U Ln 3: O .W- U N 0 :D �J W J I__ �L 1/4" = 1'-O" U.N.O. STRUCTURAL PLAN A-5 MW - 259 PROJECT LOG ISSUED FOR PRECON 04-02-19 ISSUED FOR PERMIT 04-10-19 ELECTRICAL SYMBOLS NESTDUPLEX RECEPTACLE $ SWITCH n TELEVISION JACK FJ DETECTOR ® EYEBARECESLL Q� AT 120 A.F.F. SINGLE POLE 7 PRE WIRED SECURITY ® US8 STATION AT Its DUPLEX ECEPTACLE 3 n{RECHWAY 2201V. AECEPTACLE � ELIGHTS F.P. METER � LEX RECEPTACLE SWITCH HVAC DETECTOR C ATP8" ABV.. COUNTER 4 FOUR WAY THERMOSTAT ® SHOREMONX/ CARBON NDETECTOR ® PAHE KER PC Q INTERCOM EXHAUST DUPLEX RECEPTACLE SWITCH AT 60" A.F.F. SWITCH FAN FLUSH IN FLOOR fR RHEOSTAT TELEPHONE OUTLET ED' DISCONNECT F � EXHAUST FAN DUPLEX RECEPTACLE SWITCH ® AT 12^ A.F.F. X PADDLE FAN W/ LIGHT GFI W/ OR Wb/ LIGHT GROUND FAULT D DIMMER � TELEPHONE T � FLUORESCENT �p LV DOOR Y RELEASE Q� DUPLEX RECEPTACLE Q}�+ SWITCH FIXTURE CLG UNTIED. VOLUME II TOP REG SWITCHED IK KEYED ® IN CL& INCANDESCENT LIGHT CONTROL II9 DUPLEX RECEPTACLE I� SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX w' WATERPROOF I KEYPAD WALL OUTLET INCANDESCENT LIGHT 9 RECEPTACLE DUPLEX RECEPTACLE �j JFIXTURE WALL. MNTED.UNCTION SPEAKER HI HAT ® LOW VOLTAGE Pc UNDER COUNTER BOX T HOME RUN ® TRANSFORMER CLG MOUNTED INTERCOM ❑c DOOR i CAT5 ® HI HAT FB FAN BOX STATION I CHIME T HOME RUN VAPOR PROOF IN CLG 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 6 0 0 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 OVEN/MICRO COMBO 2 40 6 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 30 10 4.5 0 1 LAUNDRY 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER/DISPOSAL 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 6.3 0 47.2 1 9.6 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.88 A/C LOAD AT 65% = 6.24 TOTAL = 31.12 31.12 x 1000/240 = 129.6 AMPS 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 UGHTS 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/0—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (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. (1) SETS OF (3) /410 AWG. 7HWN IN ? CONDUIT 200 AMP SERVICE ❑ METER DISC COMOBO PANEL IL 200 A <J 5/8^ GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0* LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL UGHTING CALCULATED 0 2521 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7563 / 12 (GEN.LTG.CIR.) - 630 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA TO SWITCH 0 `XBEDROOM 3 BEDRO 2 f �< I t IN llll'2 2 PULL ON STAIR W/SW. LT. J 2 J � I I I O— I I I 3 BAY GARAGE I FOR RIGATION PUM & TIMER 3 z�o'1 IffolaI WTI F I KIT 0 W�CH lAIR. I i, pi H I ELEC. PANEL I I L------- L_ LGT H COVERED LANAI ° II II I I --_J L — — — J L---� BRA0SSS COVET W/ I I ---J L— —J L---� I— --� r-- --1 r----� L---J-L-- \_LL---J 96 FOYER � II ----------, u� s nndN � � I I MASTER SUITE F I I I I I ' SD HER WIC BATH ` DOOR BE dZ11 E o� DEN Z HIS WIC W S W a h umi Z Lu Z W (W_� i N 7 J Z � y � � N 8 � Oa 0 C no Lb rn a✓ N v c o� o. ==:2 rn cu o 0 � � -8� L f6 co :5 rtN�q} 5 O _m U :Ei v i!3 fO c 0 C ou 0 0 j C no d a� E E 0 M E•s$ cLIS d au'n ld o 0 L' ~� y cn }0 gn 0 0 O E 2A S C7 Z$ n'O=`g N -0 a2 _0in �n �O V E Z 0 0 QLo r 0 O C LU C d 0) U J r r �^ 2 N 0 ^ V DC 0 W Z a I— Z W m CT N r Z O O O LU Cn N O U � r J W J 2: N 1/4" = 1'-0' U.N.O. ELECTRICAL PLAN E-1 MW - 259 PROJECT LOG ISSUED FOR PRECON 1 04-02-19 ISSUED FOR PERMIT 04-10-19 AW 2" 2" SHWR � BATH 3 W KT KITCHEN C 2" I 3 DW 2" VfR / \ AW 3" LT co Do 3wm LAUNDRY 2" VM 2" 2" SHWR LAV AW PLUMBING RISER DIAGRAM MASTER BATH O IL\I�I BEDROOM 3 5"o 6x6x3 38 CFM R.A.G. W/ TV FLEX ®X1®X7 99 GFM 97"0 8XBX6 71 CFM 1®x1®x7 IIig 1®1 CFM 12'V2" BEDROOM 2 R.A.G. W/ 7"0 FLEX BATH 2 CFM ADST 6xTx 31 CFI 22 x54" PULL DN STAIR W/SW. LT. 3 CAR GARAGE NOOK 5110 19x1ox8 197 CFM 22"x22" R.A.G. AHD-1 5-TON r UTIL. C� 6x3x5 31 CFM ■ 0 COVERED LANAI 7 e W xQ3 W �It�T- -1 ROOM N�3 12x12x9 285 GFM 6 9 x �6 4 FM ffl 9"'0 „0 RM 5"o 14"0 MASTER BATH 12x12x9 236GFM lox133x7 109 CFM ° 9 0 R.A.G. FOYER ® 12.G. 70 FLEX lm DINING COVERE PORCH DO NOT SCALE PLANS MASTER SUITE 12x12x9 283 CFM �p A 22 18"x� R.A.G. W/ 12"0 3x5x5 35 GFM 10x10xa 203 CFM DEN WIG 5x8x4 18 GFM uj d N J J w a < z ?LIJ r LL LL W Z Z � >� Nam U Z c 0 a p Auk Z E O C1. =O o ca d ci 0 W C - w © U T (ISM 0 r d 0 W Z a z U m 0 00 u- N V C—+ 0 O U 3: Lu Ln fV 0p u ' J OJ W U-) 1/4" = 1'-O" U.N.O. MECHANICAL PLAN M-1 MW - 259 APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG 4-3/16" HEEL HEIGHT HANGERS TO BE USED (Simpson) or (Usp) 6 F-12- (Z) HUS26 OA HUS26 © HHUS26-2 © THDH26-2 a e BRG. F�L� CO OH HHUS46 OH THD46 © CONNECTION 01 BUILDER 2,_D• t i ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD HEARING 9)-411 114„ 5-" C o _5" c �0o0o0c0a s� _ r = r5 rf 14-8 1 I I Sys i I YOUP SIGNATURE WILL. ACKNIOV L:EDGt 1j AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRESSES WALL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI-81 Summary Sheet COMMENTARY and RECOMMENDA TTONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPi}. \/ 0 4) NO BACK CHARGES OR :CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY �A () 7 AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. St, LUCIm County, Permitting SLED TITLE DATE All spacing is 24" O:'C., except as noted. All wails shown are bearing; except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. 40 NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Lobeiing trusses is a service; not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibliity of the builder to utilize engineered drawings when erecting Trusses. WARNING . - ERECTION BRACING IS NOT GE RESPONSIBILITY OF TRUSS L\Ss'T0 R, PLATE MANUFACTURER, NOR TRUSS FABRICATM. PERSONS ERECTING TRUM ARE CAUTIONED TO Ste( PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO. PPE`VER1 TOPPLING AND 00MINaWC DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REWIRED ON SPECIFIC APIUCARaNS. SEE ,90-91 Summary Runt COMME14TARY and RECOMMENDATIONS for HANDLING, INSTALLING It BRACING METAL PLATE CONNECTED WOOD TRUSS' (TPI). TRUSSES ARE TO BE ERECTED ANC FASTENED IN.A STRAIGHT AND PLUMB PCISTiON WHERE NO SfEAIH%G IS AFPUEU DIRECTLY. TO THE TIP CHMD$ THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL. BE HANDLED MOTH REASONABLE CARE. DURING ERECTION TO PREVENT . DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. TRUSS COMPANY WILL SUPPLY AU- TRUSS TO TRUSS HARDWARE c CONNECTIONS FOR REACTIONS UNDER 5000'POUNDS. FOR ALL REACTIONS GREATER THAN 5C00 POUNDS, OR SKEWEll: NO �— HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIX FOR PROPER CONNE'IClIONS. r MwrRS(iow rise) '6'hd A,(E 7-10 Exposure Category C 2ldg Category 2 Wind Design velocity : M IAPH .Imp. Faetcu : 1.00 Wind Laid Duration Fodor: 1.60 Mean Roof Height Brat M aerdd4 Stmct EIm 1701 2W A. Kno Rory Part Pierce. FL 39A51 (772' 464-4,16D R E y/ °l sSCAMto I I� 0 "s Lucie, ,(,ijji \\\ � Tru shown an this layout are a parent part of the budding \\\ \A B(�// and show truss location. Proper erection, temporary and \ _ • I �j permanent bracing design are the responsibility of the building \� EN.SE. < y 9 n2 asa also \G designer or his engineer . Lateral bracing shown on the Individual SOUTBEFN,'jRUSS t - VV truss drawings must be placed during the erection procedure. Cow ,�-pt1L �I lG.iW it\CL a r PE.76051 T r il\ I TC 2590 N. Kings Highway Fart Pierce, FL 34951 JOB NO.: 402 � — ' i GHO HONCES �0 LOT: 259 BLK: ;�., F,�'— `,'�; ;� \ \ ADDRESS: 2968 Bent Pine Drive Tacoma Classic (SUBDIVISION: Meadowood 3j16"=i'—o" 04/09/19 �a m6alle-aassD-� "� w 0 U