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HomeMy WebLinkAboutBUILDING SITE PLANSGENERAL 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 COMPUANCE 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 FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED BILK. BLOCK FL. FLOOR BLW. BELOW G.T. GIRDER TRUSS BIRO. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED CLG. CEILING OR GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL. GLASS COL. COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HOT. HEIGHT DBL. DOUBLE HIPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVNZ HIGH VELOCITY HURRICANE ZONE DR.. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC. ELECTRICAL UN. LINEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE LT. LAUNDRY NB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (I'm = 1500 P51) R 1. PROVIDE P.T. FOTHERP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0" 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 AN VERT. MAX. AND ALL OTHER PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. PARALTIONSLEL 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. AND 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. USING THE 2017 FLORIDA BUILDING CODE 6th EDITION 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN 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 AAPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, THE DESIGN. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. 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 SPECIFICATIONS. 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 REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4° CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSBILITY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. 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, 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL. STEEL 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS, MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE ILL APPROVED AND AS MICROWAVE T.B. THROUGH BOLTOUT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. r MICRO M.O. MINIMUM MASONRY OPENING T.O. T,O.B.B, THROUGH TOP OF MASONRY BOND BEAM HORIZONTAL: BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AIIO BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MTL MONOUTHIC METAL T.O,PL. T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE 1. ALL COMPOSITE LINTEL MARK "L" TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE ( ) 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. 0/C OVER HEAD DOOR ON CENTER TYP. U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL: NOTED MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13, DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. P.L.F. POUNDS PER UNEAR FOOT UL V.I.F. UNDERWRITERS LABORATORIES VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. 2. ALL BOND BEAMS (MARK 'BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.F. P.S.I. POUNDS PER SQUARE FOOT 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 SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-B(a). 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 B" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. PART'N. PARTITION 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 PROVIDING ADEQUATE BRACING AND BRIDONG USED 15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8. PKT PLYWD. POCKET PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE S.C. S.G.D. SOLID CORE SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PREWRE FOR GARAGE DOOR OPENER SENSOR. SH SIN LING 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 EFORE GROUTING 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 CONCRETE WORK SHALL BE IN ACCORDANCE WITH AD 318-11 AND ACI 301-05. ALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 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. ST. LUCIE COUNTY PRODUCT APPROVAL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11,12. DIMENSIONAL LUMBER L BE SOUTHERN PINE NO. 2 OR BETTER AND ALLOWABLE STRESS VALUES OFL1200 PSI N BENDING FOR A SINGLE MEMBER USESLL90RPSI E OPEN ID PRODUCT MODEL # MANUF. GLASS DESCRIPTION A FL-9174.10 R12 9100 OHD 16080 WAYNE DALTON N/A 8 FL 17499.2-R5 FL 15349.1-R11 (2) SH 25 W/ F.G. ABV. MI WINDOWS & DRS NON IMPACT C FL 17499.2-R5 FL 15349.1-Rit SH 15 W/ F.G. ABV. MI WINDOWS & DRS NON IMPACT D FL-7630.2 3080 DR W/ SIDEUTE THERMA TRU N/A E FL 15349.1-R11 4624 ARCHED FG MI WINDOWS & DRS NON IMPACT F FL 17499.2-R5 SH 35 MI WINDOWS & DRS NON IMPACT G FL 15349.1-R11 51020 TRANSOM MI WINDOWS & DRS NON IMPACT H FL 17499.2-R5 SH H33 MI WINDOWS & DRS NON IMPACT I FL 17499.2-R5 (2) SH 35 MI WINDOWS & DRS NON IMPACT J FL-7630.1 2880 SOL LITE DR THERMA TRU N/A K FL 22401.1 12080 SGD MI WINDOWS & DRS NON IMPACT L FL 15349.1-Rii 12014 TRANSOM MI WINDOWS & DRS NON IMPACT M FL-7630.1 2680 SOL LITE DR THERMA TRU N/A N FL 17499,2-R5 SH 26 MI WINDOWS & DRS NON IMPACT 0 FL 15349.1-R11 3214 TRANSOM Al WINDOWS & ORS NON IMPACT P FL 17499.2-R5 SH 36 MI WINDOWS & DRS NON IMPACT Q FL 15349.1-R11 4614 TRANSOM MI WNDOWS & DRS NON IMPACT R FL-7630.1 2880 SOL LITE DR THERMA TRU S FL 17499.2-R5 SH H33 MI WINDOWS & DI NON NON IMPACT T FL 17499.2-R5 SH 35 MI WINDOWS & DRS NON IMPACT U FL 17499.2-R5 SH 35 MI WINDOWS & DRS NON IMPACT V FL 17499.2-R5 SH 23 MI WINDOWS & DRS NON IMPACT W FL 17499.2-R5 SH 35 MI WINDOWS & DRS NON IMPACT X FL 17499.2-R5 SH 25 MI WINDOWS & DRS NON IMPACT Y FL 17499.2-R5 SH 25 IMI WINDOWS & DRSI IMPACT OUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10 OF ANY SLEEPING ROOM. ORS, FIXED GLASS, WINDOWS & SKYLIGHTS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE . FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH N 0,006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL CONCRETE BELOW GRADE-3" 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24' D.C. STUDS WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED. D.P= +28.5 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE. 6" FROM END -34.8 PSF ALL REINFORCINGSTEEL TO BE GRADE 60. )3.. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH TH E 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 804.3, F.B.C. 3/16' TAPCONS W/ 1-1 J4' MIN EMBED D.P.= +29.9 PSF +BOLO PSF -60.0 PSF4. 0 10" O/C MAX. SPACING & 2' FROM EDGE -32.7 PSF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4" O/C AS FOLLOWS, COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH 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. 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF THERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 0 IV O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF . 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 10'-0" FROM ROOF JACKS. 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +29.9 PSF +50.0 PSF -50.0 PSF FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE ' 6' & 14° O/C MAX. SPACING. -32.7 PSF . FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN LL GRADED SAND COMPACTED TO ACHIEVE A 6. CONCRETE BEAM SIZES MAY INCREASED 8 MAX. AS REQUIRED FOR ARCHITECTURAL DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16' CROWN METAL FRAMING: SELF TAPING SCREWS /12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. INSTALL CHASE PIPE FOR HVAC. 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF INIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8 . 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER NFORCEMENT AT ROFFCIA RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7, DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF USED FOR SOFFITS OR CEILINGS USE 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES 3/16' TAPCONS W/ 1-1/4- MIN EMBED 0 1/I 0/C MAX. SPACING & 2' FROM EDGE D.P.= +33.5 PSF -36.3 PSF +60.0 PSF -60.0 PSF EQUESTED BY THE BUILDING DOWELS AS VERTICAL BARS ABOVE. 1-1/2' LONG AND .120" DIAMETER U.N.O. 3/18' TAPCONS WJ 1-1/4" MIN EMBED EQUAL SPACING & 3' FROM EDGE D.P.= +33.5 PSF -44.8 PSF +60.0 PSF -60.0 PSF 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). 8, REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WRED TOGETHER, PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL "ONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL° 3/16- TAPCONS W/ 1-1/4- MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO RUCTION "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHER BY THE STEEL NOTES - AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. GARAGE NOTES 3/18" TAPOONS W/ 1-1/4- MIN EMBED D.P.=+29.9 PSF -36.3 PSF +60.0 PSF -60.0 PSF 0 10" O/C MAX, SPACING & 2" FROM EDGE 1 CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.20). 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 1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 6" A 14" o/C MAX SPACING D.P.= +31.9 PSF -41.7 PSF +50.0 PSF -50.0 PSF 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 3/16° TAPCONS WJ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF PROPOSED SINGLE FAMILY RESIDENCE BY: EQUAL SPACING & 3' FROM EDGE -34.8 PSF 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 3/16" TAPCONS W/ 1-1/4- MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF 0 10" 0/0 MAX. SPACING & 2' FROM EDGE -34.8 PSF 0 "ES O 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF GI rl 3/16- TAPGONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF 0 1D' O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF 3/16- TAPCONS W/ i-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF 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 3/18" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF 3/18" TAPCONS 1 MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF AVALON 0 10" 0/C MAX. SPACING & & 2" FROM EDGE -34.8 PSF 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P = +31.9 PSF +60.0 PSF -60.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF LOT 279 0 10" O/C MAX. SPACING & 2"FROM EDGE -36.3 PSF 3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF 010" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF MEADOWOOD 3/16" TAPOONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF COPYRIGHT 2019 0 IT O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15153.3 MAX. 4. HORIZ. MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15; FL 15 53. 4 X. B " VERT, 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 SIBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12" GRID, 8" O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4" O/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL. HURRICANE PANELS FL 16293.1 IHURRICANE STORM 1/4" -20 x 3/4" S.S.37.7 'KNURLED PSF +49.0 PSF -56.0 PS 120" MAX. SPAN GALV STEEL PANEL PANEL STUDS 12-1/2" O.C. TOP AND ATM MANUFACTURING, INC TYPICAL "MI" WINDOWS la■II iim.1-1ifi 18a" 36" 52d" 25�" SH 15 SH 25 SH 35 SH H35 • ® ' M.O.35 1/4" W M.O. 37 1/4" W M.O. 41 1 4 W M.O. 55 1/2" W M.O. 78 1/2' W M.O. 20 1/8° M.O. 38" M.O. 54 1/8" M.O. 27 1/2" / ° x, 2x, OR 5/4 BOARD ix, 2x, OR 5/4 BOARD X 98 1/2" H X 98 1/2' H X 98 1/2" H X 96 1/2" H X 98 3/4' H P.T. WOOD BUCK P.T. WOOD BUCK EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 38" 70" 38" ® ® ■ ffl 0 FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN j' (35 MI THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SPECIFICATION AS FOLLOWS: SHAPE PLATES A-3 LESS THAN MM THICK OR - SHALL CONFORM TO THE APPLICABLE ASTM SPEC I S, Jr�" ( ) 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 ILL DEAD PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: ULITIMATE 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. RO L 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 / f 2x P.T. WOOD BUCK SHOWN TYP. r , I\j 1• \"W' /% EDGE OF SLAB We slo, 00 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR NL �s / (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) TYP. BAY WINDOW `4`, DOOR CONCRETE SCREWS NOTE: DOOR BUCKS USED MAY BE 2TS, HE BOARD OR ix6. r 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. SH 35 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 SYMBOLS LEGEND 1 # DETAIL 4 owc 2 INTERIOR SCALE ELEVATION 3 DETAIL owc. SCALE COLUMN LABEL F# SECTION FOOTING LABEL owc. SCALE SECTION owc. SCALE aI_IIF- INTERIOR ELEV. SCALE BEAM LABEL AREVISION N NORTH ARROW BREAK LINElh ELEV o x• a e' GRAPHIC SCALE SCALE: 1�!' 0'-0' FIN. N, FL. SLAB POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEVATION PROJECT Ll ISSUED FOR PRECON ISSUED FOR PERMIT PLAN REVISION / BLDG COMMENTS w � w � J N�� ui Z w p w J Z IY 0 Z a J y z J R 9 o o Q Z o O " c r a c c 0 c o c`o G to @ O A c 3 _O � N� �A Q O "GILL, e0 E .N O N _ Ln .n To- O aJ _ A c a�0.+ O O_ ra E C. C =p N O N E E o a Q. E aA a) V rn cu- o O u a) E mLU c OpS e 0 Z ty0 Ca. Z 0 E U u) ®T E ® �,. /Cke t W BQ W 0 J �' 2 ul CV 0 17�4 K O LL C'n r Q Z U O O _ C) W U REC91vt APR 18 2019 ' ¢ J Lucie County, Permlttl g LL Cn 1/4" = 1'-0" U.N.O. COVER SHEET SC BY Et. 190�, 0 (OP MW = 279 8" FIBERMESH OR p '• .a a FBERMESH 34 WELDED WIRE MESH OR W.W.M. . SEE FOUN. NOTES 1-#5 CONT FOOTING REBAR 3" MIN. COVER 10 SEE F0071NG SCHED. 34 THICKENED EDGE #1 a .. OTYP. EXTERIOR CONT. 1 MONOLITHIC FOOTING WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE FOOTING SCHED. EDGE BARS ALWAYS REMAIN, SPACE OTHERS EQUALLY • d s .1 j 1 p! • , SEE SCHEDULE IN . MONOLITHIC PA CONC. COLUMN MATCHING DOWELS 48 BAR DIA. MIN. GRADE W STD. HOOKS ;EQ. PAD REBAR EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS CHED. REMAIN, SPACE OTHERS EQUALLY (/) ISOLATED PAD CONC. POURED FILLED - CELL W/ STL. PER PLAN DOWELL & EPDXY (1) #5- REBAR INTO SLAB 0 FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB g" MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD.D. HOOKS u � FIBERMESH OR W. WPM. F007fIT7NG RE SCHED. SEE F0077NG SCHED. CENTER AR WHEN ONLY (2) REQDOMIT 38 EXT. CONT, MONOLITHIC MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN CONC. SLAB & MONOLITHIC FOUNDATION PEP PLAN FOOTING SCHEDULE MARK SIZE 60 REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18" X CONT. W/25 CONT. EXTERIOR MONOLITHIC 1 F-2 20" x 18" X CONT. W/2 15 CONT. 0 RECIESSMONOUTHIC 38 F-3 2'-6" x 2'-6" x 12" W/3 #'5 E.W. BTM. PAD 0 INTERIOR WOOD POST 6 F-4 3'-0" x 3'-O" x 12" W/# 5S 012" O.C. E.W. BTM. ISOLATED PAD 7 r7E-1 10" x DROP x CONT. W/1#5 CONT. THICKENED EDGE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONIC. BLK. W 1 FULLY GROUTED CELL W/1-/5 VERT. Bx8 AT 6'-0' 01C MAX. AND AT EVERY CORNER AND C-1 BLOCK 807H SIDES OF ANY OPENING MORE THAN 6'-0" WIDE 8x16 CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL C-1 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONIC. BLOCK IN FULLY GROUTED CELL W/ 2-#5 VERT. IRREGULAR 45' U17ERED CONIC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"X4" C-5 WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS 48 BAR DIA. SPLICE Q m " < 8"xB" PRECAST LINTEL. SEE LINTEL SHOP DWGS. FILL COLUMNS AND LINTEL SOLID W/ GROUT 8"x8" FILLED CELLS W/ 1 5 VERT. (TYP.) DETAIL QTYPICAL_ Al LINTEL ON COLUMN 48 BAR DIA. SPLICE ... •. .n. ... m '.•i .,± m ;. SEE BEAM SCHEDULE FOR REINFORCEMENT 48 BAR DIA. S ICE " "! • .� m FILL COLUMNS SOLID 8%8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF, Z TYPICAL DETAIL Al BEAM HEIGHT CHANGE O io o b w no M C2 b b � °o U "o ` c i o 0 C2 N � a _I iN I (2) SH 35 C2 HEAD 0 8'-0" F1 CF1> " C2 cd 0 C2 I ' I C2 HB b � � " O a 3/4" STEP 2880 b SGL LITE ® � I I C1) m - "n 8' 1 2"o r " N L- — — — — — — — — — - \ 12080 SOD m <F1) W/ 12016 FG. ABV. (4 PANEL) a HEAD 0 10'-0" C5 rT� ®I F3 L—J FORM SHOWER PAN " LARGER ON ALL O-O" FIN. FLOOR SLAB NOTE; ALL COLUMNS ARE C1 U.N.O. 60'-0" 10'-6" S-71/2" 1. 6' -10 C2 SH H33 HEAD RACv 7FGHVIGH 4"STEP rC4F1 6„ RE C/ F1 SUPPLY U.G. COND. FOR POWER TO ISLAND 3/4" STEP r---— — — I I I ° I I I III I III I r--III I 17'-10" 15'-4" i. "�-6rY 5'-s" FORM SHOWER PAN 1 1/2" LARGER ON ALL SIDES THAN ACTUAL FINISHED DIMS. F1 SHOWN HERE O SIDES THAN ACTUAL — — — — — — — — FINISHED DIMS. I i IE-i a SHOWN HERE N 0 3080 DR W/ ,� — -� — o SIDELITE & ARCHED F1 1 3'-8" 2'-10" V-1 " 6" S OWER FG TRANSOM ABV o L RECESS C3-- O M o q - 3'-3" 'co C4 \ NOTE: FORM GARAGE SIDE DEMISING WALL CFI +� " F1 RECESS 1-1/2" SMALLER THAN ACTUAL F2 1 Lu — — — — — — — FINISHED DIMS SHOWN HERE L K + \ C2 N (2) SF 25 m 4'-0" 18'-8" - r W ARCHED C2 2 � 1 b I j � < I � • FG A VE " � CD \ \ a SH 35 m� Q UP OU Q F 4) O 6 W X 5-)r 0 RECESS \\ Fil OTER 4 FOR PAVERS (FOOTING UNDER SLAB \ COL. DEPTH MEASURED FROM LINE CHASE \ BOTTOM OF RECESS) W/ \ \ 4'-6" 6" W X 3/4" D RECESS \ o m oa m ca oa BEHIND (SLOPED) m oamm c5 ca coca •`\ 000o c; " c 70 + �vv°c cov x .I A .r "v 22'-0" A4 = °00 CFD a -10" 2'-10" 1'-4" SLOPE 2" CONC. PAD 8'-4" 2'-4" 2'-0" 6 6" 2'-0" 4'-7" W-7" 0 PROVIDE 3 CO JRSES OF BLOCK BLW TO CREA E THE BASE PILASTER FOR THE COLUMNS. SEE ELEVATION EXTEND 5 1 2" DEEP RECESS 4" 0 In PAST EDGE OF OPENING, TYP, FINISH ED AT RECEES, E OF CONCRETE TYP. 22'-0° C2 i " m XL 0 SH HEAD C 25 0 7'-0' SH HEAD 25 7'-0°rTEP To TEP OUT FOOTER C2 OUT FOOTEROL. 0 COL.9'-4" ` ]1-4 4 T.O.B.B. 2'-2"'-4" 2'-1" 2'-1" 2'-1" 2'-1" 2'-2° 3'-8" 5'-10" 11'-8' 5'-101, 4'-7" 6'4" i 0 a PROJECT LOG � ISSUED FOR PRECON 01- 9 ISSUED FOR PERMIT 02-1 c� V IL 0�Ct yyy�; W LJ L ^ g h W Lu a Lu -j LU Z y m LL w r m a J a a � 0 o In o E a� +� c co E 4o m c 0 B rn c d +y O '4 Q E n L'cI � 0 c u � a� o c c fl. w E E o o O E N O n U -� E 's ++ � L to O �> �o c�H E Q' c = o a a 40 �11 l� O 0 W O J LL Q OU O O N o ru U 1 J w 1/4" = 1'-0" U.N.O. FOUNDATION PLAN A-1 'INW - 279 LL Al 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 2284 S.F. COVERED ENTRY 73 S.F. COVERED LANAI 226 S.F. GARAGE 686 S.F. TOTAL AREA 3268 S.F. TOTAL AIR VOLUME CUBIC FEET = 21,241.2 Ai 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO T-O" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. NON 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. ® MARBLE TUBS 5. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS 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 GARAGE CEILING 15" (4) 20 METAL STUDS zz FLOOR RO CEILING ELECT, a PANEL o BACK TO BACK W/ w METER N GARAGE FLOOR ELECT. PANEL / CHASE FINISHED CEILING 2x WD BLOCKIN( EACH SIDE OF h FOR MOUNTING 2x MTL. STUDS TYP. ENE CABINET WASHER DRY R 28-1/2" SPACE DRYER VENT DRYER VENT LOCATION FRONT VIEW 6'-6" 0 I gg AC 12" I" AC CONC. PAD DETAIL N.T.S. 3//4" THK TEMP TOP OF KNEEWALL W/ PT FhAMELESS GL W/ CLIPS 2X TOP PLATE & 1/2" PLYWD & 1/2" NON ASBESTOSI FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER/TUB SIDE KNEEWALL W/ DRYWALL & TILE FINISH FINISH THIS SIDE a U o ROMAN SHWR PT 2X SILL PLATE L L L L L LLLLLL LLLLLL TYP. KNEE WALL SECTION (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE O TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS ® 24" 0 C 25 GAUGE CHANNEL SHAPED STUDS OTYPE GLAYER/C W1 FULL LENGTH OF GYPSUM WALLBOARD 1/2" O APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" O/C CONC. FLOOR SLAB HILTI PINS .145" DIA x 1" LG. ® 16" 0/C W/ 1" WASHERS INTERIOR PARTITION A-2 3/4" = 1'-0" (2) 110 S.M.S. TOP & BOTTOM ® EACH STUD FINISHED CEILING - SEE TIP. WALL SECTION 2x6 BLOCKING CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) #10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2X4 STUDS ® 16" 0/C) (2x6 STUDS 24" 0/C) W/i FULL LENGTH LAYER OF O 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ In LONG BUGLE HEAD SCREWS TO EACH SIDE ® 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HIL77 PINS .145" DIA x 1" LG. ® 16" 0/C W/ In WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = i'0" ,m sm ;o -I (2) ISH 35 - - - - - - - I I MASTER SUITE 9'-40/10'-4" CLG. I m I I I 2'-0" I 10'-8" I I 14'-8" L— — — — — — — — — FLAT ARCH SPRIN ® 8'-0" "a TpP1® 8'-B" I 15 I I I ; I I HB O aa 2880 SGL LITE I I LANAI ll'-4" CLG. co ioI .COVERED (ABV MAIN SLAB ) PAVERS ! Ap 12080 SGD (4 PANELS) N BL . OW 16" HIGH FG TRANSOM ABV ®® 13'-91/2" , a GREAT ROOM ll'-4" CLG. 60'-0" S-7 1/2" I. 6'-10 OSH H33 (T MP) R ° AB Q SH 36 (TEMP) 2880 EL. .OP W SGL LITE o CABANA III`Wj FG6ABVGH 5'-4" ABV. 0 3LW. N 28 0 NOOK O H �m�• �` l l'-4" CLG. M r m O _M 2680 SGL UTE 10'-2" o_ I 4' 4'- " 2'-10 1/2" I I to 2680 2580 I m p X 5'-8" Wil 3'48e 4, 80 u 1,_4" HERS b HIS I 2680 NICHE z R o _ 2" 3' 2" =2" - o ------- FLAT ARCH ------ ® 4' -I SPRING 0 9'-O" TOP 0 10'-6" - - FLAT ARCH— SPRING ® 8'-0" O ® TOP ® 8'-8" 4° 6'-2" - 10'-0" I 113 oF3 " FOYER II II <®s ® o m 12'-4" CLG. 5 z a ® 2'-6" 0 (.° N e 2'-8" w a O I I a 113 c a o r STER 3080 DR W/ SIDELITE & ARCHED I I l0 DINING _ a ,� rBATH ° ll'-4" CLG, �• ° FG TRANSOM ABV o MAN c 4„ CLG. n 20 S o AB E N W 4'-8" 10'-8" 6" 6'-" 11'-0" o x o 0 0 ;� CORN R VIES — — — VANI BL D PAVERS N 48" 0" A 9� F. ARCH36" FF b ® SPRIN N COVE�ED y N ®® TOP ENT ,E Z2'-0° I ° -4" z ISLAND I Uy Y� = I r--- c irO� O d II za I DW DELETE STANDARD BACKSPLASH I SUPER KITCHEN PACKAGE REF I AI N 1 7'-5 1/2" 3'-8" 8 4' 1'-4" 2' 0° -I - ,b , - III j�—y� III rc°� z UTIL. a r -,r--� PT D r 11-3 �P�I o —III ° 4" MECH 17'-10" 12'-0" 12'-0" 0 BEDROOM 2 a� 9'-4" CLG. BATH 2 0 1 I GARAGE SEPARATION REQUIREMENTS PER 306.2 R-11 BATT INSULATION GARAGE DEMISING WALL PER ECALCS 8" 5 8° �� (2) SH 25 4-0 w m a0 LG. W/ ARCHED FG ABV. 1 1 14'-8° B / N n ® ® 1 N I (ABV MAIN SLAB) — I PULL DN STAIR 20 MIN. SOLID CDR I SH 35 DOOR W/ RABBITTED L W/SW. LT J ( P) O JAMB OVERSIZED 48°�IITU x 68" EEP MMRER5MRIPPINO- TUB DECK I 4'-6" I °d m m m cd CS I m m ATTACH P.T. 2X8 m °? m m m C4 m m m ABV. GARAGE DOOR 0 4 0 6 0 o o mo W/ 3/l6"X3" TAPCONS 22'-0" o,o o�a,� 2 CAR GARAGE 1'-4" 2'-10" 1 2'-10" 1'-a" o w 4'-4" 8'-4" 2'-4" 2'-0" 6'-6" 2'-0' 4'-7" 6'-7" O SMOOTH COAT f o o STUCCO FINISH ''- o EXCEPT AT DRYWALL I � o I I 22'-0" anal FTtL Fm_ EE ME rSH 5 SH 25O.BB..V-4"1" 2'-1" 2'-1" 2'-1" 1'-4- 4'-7" 6'4" 15-0" 10'-6" 11'-2" 23'-4" 60'-0" 6080 BP "'* HOSE BIBB - CHASE 5'-10" O N g 0 c z PROJECT LOG LL4- ISSUED FOR PRECON 01-30-19 J SSUED FOR PERMIT 02-13-19 W1 REVISION / BLDG COMMENTS O4-12-19 V �u Wp �O ° V ui uj J J "m§ w w a Z. d ::) Z z R N W w J o Q 2 K° O " a ® 'Ql ILL. Z 0 U O oS v N � J U-i o V) 1/4" = 1'-O" U.N.C. FLOOR PLAN A-2 Al = 279 PROJECT LOG ISSUED FOR PRECON 01-30-19 ISSUED FOR PERMIT .,Q2-13-19 1 PLAN REVISION / BLDG COMMEN19 04.12.19 ate. Product Submittal Sheet vmylc"rp.c"m NO,) J 419r 11,,54/1Cn5- co_'n1f, i.n"', Jt-1Ji5ILc k' ll Iotl..?2'66-1144Y'/11Le Mid Wall (M Style) Control Joint `,; Deeigned to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 1570500E 7I6 xi(g' 31R sPl'tl flange 13/4"part flange 15 Mid Wall Control Joints Consigned 10 m 9vE otres,5 and Bealol 11 .1"111, R30ksne%1ef Or Wall fil Interateetrna Of Te 94lebe. JS ottentN ,7757450 Caulk II' 1 t"ns, butl]OntE 9n,15 antl c0lnP saYY fI AIHIIsi' Product Submittal Sheet vloyloorp.Com 8000 NW 190 Claoe P565.417.64 QrOry aeern Deatroh HuilJln98yatfl Ot-0, Mfarre, Fl0.mItl03166 P15,A7741,8 Soffit Vents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. p )6 o,arall.dth, part atetl finfln,el, 15 Sofft ConCnuoes one vacs SuYl VantwtY rernkrc ny lib to key "nlu zWocc 8arn0, Plo-.cr. Vent Clp a'e Croy Jetl¢conaect SClft Vent ano toemsi.n l5,g eni. Ventarrze 15 square Inahea per lineal 2 Caulk all KeeePllPns, buH joints, enM1s antl comers at lima o(InsWlleM1an. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED 0 3268 (SQ.FT.) x 144 = 470,592 SQ IN. 15SQ IN. PER LINEAR FT. 1BE(2157DF)VENT3, ENT AREA 55 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 ®24" 0/C TYPICAL W/APPROVED GALV- TRUSS ANCHORS EA. END SEE PLANI ELEV. GALV. MTL. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED -� SPRUCE FASCIA' CEMEN71TOUS 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'-O" FIN. FL. SLAB - 1. N 12 6 R-40 1NA PER ENERGYRGY CALL 1 CAL UNS PER TRUSS MANF. 5 8" DRYWALL OR 112" "TOUGHROCK" (OR EQUAL) APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP 2r-0" CONT. 8"x160 MASONRY BOND BEAM 'P. O.H. W/ 1#5 CONT. TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2' DRYWALL IX2 P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONC FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS A. /IE1 •. n: e:,. III-1 1 L TYPICAL WALL SECTION SCALE 3/4" = 1'0" SMOOTH STUCCO MEDALLION 12 6� FLAT CONC. TILE Pq SMOOTH STUCCO BAND DECORA VE KEYSTONE TYPICAL a = 6'-0" STUCCO 12 6�i 11diii -' OD.P.= +33.5 PSF O -36.3 PSF D.P.= +33.5 PSF E -36.3 PSF ABV. OD.P.= +29.9 PSF D -32.7 PSF BLW. 12 6� D.P.= +33.5 PSF -36.3 PSF O El D.P.= +33.5 PSF -36.3 PSF O SMOOTH STUCCO FINISH BASE TO MATCH TRIM COLOR D.P.= +33.5 PSF -36.3 PSF O D.P.= +33.5 PSF -36.3 PSF O -----------� -- ---I--- - D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF O-41.7 PSF -34.8 PSF O -34.8 PSF O -34.8 PSF O (AROUND CORNER) GLASS D.P. +33.5 PSF -44 8 PSF O D.P.= +31.9 PSF -34.8 PSF /1 D.P.= +28.5 PSF -31.3 PSF O N i m DECORATIVE OD.P.= +31.9 PSF D.P.= +31.9 PSF O -34.8 PSF -34.8 PSF FRONT ELEVATION - ARTISAN a = 6r-0" 14'-8" T.O.B.B. COLUMNS TO BE SMOOTH STUCCO FINISH MATCH TRIM COLOR 0'-0" FIN. FL. SLAB 14'-B" T.O.B.B. 1 r. I. F11111 - -� 0'-0" FIN. FL. SLAB D.P.+28.5 POSE -34.8 PSF LEFT SIDE ELEVATION a= �- -----------------T-- D.P.= +31.9 PSF D.P.= +29.9 PSF -41.7 PSF O -36.3 PSF ❑ REAR ELEVATION (AROUND CORNER) 0'-0" FIN. FLOOR -J ,_- r331 W S W w J W N z m m M rn W w 3 LL N J J W � z o J ! J Q y W U � J a LL m O 0 a c rip w 0 . m c c - E 'a a= ,� M aaE a) >' 2p s -0 6.0 v a a) CD_ �, __ -0 Ln o f' �= c r`a rn O °� a� � _ C � - d r o r- d c a� p 0=3 0 n c @ n c d E E p@ p O c a2 W Ln C) O EL c o v~ E Ln C p 2 U7 vi a2 ti 4 O di-0 15 E m _ U p � 2M CL Ln O � LJL r o O N 0 W U ' J W � un 1/4" = 1'-O" U.N.O. LAB A-3 `''q� MW - 279 6'-6" TYPICAL INSTALLATION „ WINDOW ASSEMBLY :TENERS AS REQUIRED WINDOW MANUFACTURER MARBLE SILL CAULK SEAM AT MORTAR OR • WINDOW INSTALLI <. GROUT°' DRYWALL °.' `'P.. •'e':'.'° .�. .. a 11 a FURRING TO 'o MASONRY WALL . ° < :° CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) *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 7 SILL IN FULL ORTAR BED AND HEAD JOINT STUCCO OR DECORATIVE CEMENTIT10US COATING C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION PROVIDE CEMENTITOUS FINISH PRIOR TO METER INSTALL 1�6 SF D D.P.= +31.9 PSF -34.8 PSF O PRE ENGINEERED WD. TRUSSES @ 24" 0/C TYPICAL i— R-40 BLOWN IN INSULATION THROUGHOUT AIR CONDITIONED CEILINGS BEYON CONC. COLUMN WEATHER STRIPPING BY DOOR MANE. GARAGE DOOR GALV. S7L. VERT. TRACK BY MANE. FASTENED TO �TRACK BRACKETS W/ i/4"-20xi/2" CARRIAGE BOLTS & LOCK NUTS GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"xi-1/4" LAG SCREWS !2x8 P.T, ATTACHED TO IANU.'S METHOD OF COLUMN W/ 5/8" WEDGE TTACHMENT SHALL ANCHORS 0 2'-O" 0/C VERT. REVCO PNHIE IUBMITTED NSTRUCTIONS (6" MAX. FROM ENDS) AND 2" FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE BRACKET. o OPENING 1; TO DINING. ROOM 'C ° ? LOW WALL FOYER ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS ® 12 0/C. MIN, 1-1/4" EI PERIMETER SEALANT k— STUCCO FINISH k—CONC. OR MASONRY lx2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 D.P.= +31.9 PSF -34.8 PSF O COV.ENTRY D.P.= +33.5 PSF -36.3 PSF O lx2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED CC NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING 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 SECURE FRAME TO SILL WITH SILICONE --��.00o .0 ..0b. o 000 .Oc 'o PRECAST OR POURED SILL W/ 1 #5 BAR PERIMETER SEALANT SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4,4.2 14'-8" T.O.B.B. ll'-4" T.O.B.B. 10'-8" T.O.B.B.WK 9'-4" T.O.B.B. D.P.= +31.9 PSF -34.8 PSF O 0'-0" FIN. FL. SLAB RIGHT SIDE ELEVATION - ARTISAN CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 12 6 I�II�ININII�II�II�II�I ICI ICI ICI ICI ICI ICI u m ICI ICI ICI ICI n ICI ICI IN ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI ICI GARAGE BEYOND BUILDING SECTION A -A ARTISAN STUCCO FINISH PERIMETER SEALANT FTCONC, OR MASONRY ix6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDEN of COIL NAILS AT 12" 0/C. - DRYWALL BOARD IFCAULKING DOOR FRAME FASTEN TO BUCK W/ (2),E3/160RW2'-0" O/C I JAMB/HEAD DETAIL (S.G.D.) OOR FRAME FASTEN r2-1/2- O BUCK W/(2) 3/i6"x TAPCON CREWS 0 2'-0" O/C FLOOR COVERING O Q00 % '0 . 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 & 1x 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. CONC. OR MASONRY 2x6 P.T. BUCK RIPPED TO KID TH OF DOOR JAM SET IN SEALANT FASTEN W/ 1/4" DIA' x 3-1/4" TAPCONS 3" FROM E.E. OOo Q Q 0 AND 12" 0/C MAX. c."1 0 DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ 0 2'-0 SCREWSG? 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" O/C PERIMETER SEALANT / rFLOOR COVERING $0 Ob G o CONC, FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) I 14'-B" T.O.B.B. m 9'-4" T.O.B.B. II PROJECT LOG ISSUED FOR PRECON #04-12-19 ]SSUED FOR PERMIT PLAN REVISION/ BLDG COMMENTS W g W J UJ W y z M m ym a = J 0S 0 � J Z 7 V W J z J O 0 rn a O " t a c c}p p O CO C cm L Nw T _ .=O O O •� Q a C O O U N a+ 3 cu = d .may U N O -0 Qa �- fu c y o E a C -`.p d tp� O E E O U c U Ul a� a! Q o cn cn li.i a�'i aJ `-o '' O n u b=U z w vi a= uiei LA Z OC u Q Ce V Lo ck O5 V S r u? cn C cC:) U J C44. O h. 12 V O O J H Z O O V W fV Q J I Lcu O G 1/4" = 1'-0" U.N.O. SECTIONS ELEVATIONS A-4 f IMW - 279 ENG. AND APPROVED WOOD TRUSSES SEE TiP. WALL SEC77ON FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICA77ONS \ SEE PLAN 4'-0" CONT. MASONRY BOND BEAM CONT POUR STOP 8" CMU WALL 1 A5 CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE TIP. WALL SEC77ON FOR ACTUAL HEEL AND OVERHANG COND177ONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICA77ONS 9 NOTE: IF TWO STRAPS ARE USED PLACE ONE STRAP EACH SiDE. CONT. MASONRY BOND BEAM 8" CMU WALL 2 A5 CONNECTION DETAIL USP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS '.. 5680, MAX. WOOD POST SEE FRAMING PLAN (6) 11474-i12" LG. SOS SCREWS TO POST SIMPSON HOU5 HOLD DOWN 56451 MAX. (1) 5/8" VIA. WEDGE ANCHOR 4" MIN. EMBED. A5 CONNECTION DETAIL NAIL SILL PLATE THROUGH TO CROSS BLOCK W12-i6d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32" EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG WOOD TRUSSES SEE TYP. WALL SECTIONS \ ACTUAL HEEL AND OVERHANG CONDITIONS 2x4 CROSS BLOCK 0 24" O/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL TRUSS 71E BEAM OR BOND BEAM CONT. 2x4 RIBBON W/ 3-i6d NAILS EA. STUD A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 #/TRUSS UPLIFT NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN, EMBED. SET IN EPDXY PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONIC, TIE BEAM OR MASONRY BOND BEAM MAX. UPLIFT = 3965# 4CONNECTION DETAIL 1/2" DRYWALL OVER TYPICAL FURRING EXTRA LAYER OF 1/2" DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING -� APPLIED TO SHEATHING 19/32 PLYWOOD ARCH "SECTION IIIII II 1 VIEW 4 A5 CONNECTION DETAIL 1/4" THICK PLATE HANGER 4" N 3/16" N ?• PER TRUSS MFR. 9• W a a (2) 1/2" DIA. —' THROUGH BOLTS WEDGE ANCHORS DW/ 4" MIN. EMBED, (p CONNECTION DETAIL CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ i/4"x3' LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HIL71 DNI-62-PB 8' 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/J2 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x 1-i12' COIL NAILS "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT PPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 BF24/1131T 2 4'-0' 10000 257 7184 106 8F52 1B1T 3 4'-0' 10000 257 7184 106 8F52/1BiT 4 5'-4" 5809 250 3057 100 8F16/iBiT 5 4'-0" 8859 250 5572 100 8F16/1131T 6 5'-4" 5809 250 3057 100 8Fi6/i13iT 7 5'-4" 5809 250 3057 100 8F16/1131T 8 3'-6" 10000 1057 8000 371 8F40 iBiT 9 4'-0' 10000 0 6183 0 8F38 iB1T 10 5'-4" 1773 O 1135 0 8F8/1BOT 11 5-4" 5809 946 3057 380 8Fi6/131T 12 4'-0" 2866 0 1753 0 BFB iBOT 13 4'-0" 8859 1222 5572 365 BF16 iBiT 14 4'-0' 10000 920 6183 331 8F38/1BiT 15 13'-4" 504 0 555 0 BF8/1BOT 16 13'-4" 2047 1611 866 621 BF24/1B1T 17 4'-0" 10000 257 6183 104 BRF38/1BiT 18 10'-6" 1664 250 830 100 BF16/i131T 19 3'-6" 10000 408 7428 133 BF16/1131T 20 7'-6" 2882 771 1548 308 BF16/113iT 21 5'-4" 10000 400 6183 177 8F44/181T 22 5-10" 1002 0 722 0 1 8RF6/190T 23 5'-10" 10000 462 5480 220 8F40/1B1T 24 3'-0' 1DODD 376 9578 250 BF72 iBiT 25 7'-6" 9615 1123 2879 412 BF28/1131T 26 3'-6" 1DODO 390 8000 233 8F64 iBiT 27 10'-6" 3784 250 1773 102 BF36 1BiT 28 3'-6" 10000 390 8000 233 8F64 1B1T PLAN BOX -OUT DETAIL 45 SCALE.' 1 4 = 1-0 PRE-ENG WO. TRUSSES ® 24" 0/C (SEE CONNEC77ON SCHEDULE) 19/32" EXT. GRADE PLYWO. NAILED 0 6" 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS 2x8 VER71CAL. NAILED TO ROOF TRUSS W/ (J)10d NAILS, NOTCHED AND TOENAILED W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (J)i/2"x6" PCS. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH SHOT TO WALL W/ J" PINS ® 12" 0/C (1 114" EMBED) C r TIr1NI PROJECT LOG ISSUED FOR PRECON 01-30-19 mm mcs oq mm 0 aim o cd mm 0o cri ci cs¢I c© ISSUED FOR PERMIT 02-13-19 • i M R , I1 NOMINAL WIDTH REBAR AT TOP 7-5 B" ACTUAL " NOMINAL HEIGH Rf F3 all TYP. 0 WALLS BUB BFi6-OB/iT 8F16-19/1T BF24-03/lT 8F24-iB/lT BF30-i13/1T w a W o � w LJJ L LL @ W 5 U z z N N m Z a � z 0 0 0 r •0 0 0 � N T 7 c p p 0 -USp c � _ `O EEp v' o L Ln & cu��o As =C7 n 4 o r=o O E E 0 Q o p E •S W a� y 0ow0vH-E c= cn c =p s O zo� �0 ,J R. O J J ILL 0 0-0 0 O O C) W U N i � U J 0 (% 1/4" = 1'-0" U.N.O. STRUCTURAL PLAN A-5 W - 2791 PROJECT LOG ISSUED FOR PRECON 01.30.19 ISSUED FOR PERMI 02-13.19 U lC I . 113 LEIS. MAX. 851 LBS. MAX. E.E. 783 LBS. MAX. E.E. qq LBS. MAY. 913 18S. MAX. d TC-1 TC-1 TC-i TC-1 TC-1 c_ c_ c c_ D D D D DW D y D y ?' D D D A D D D D D D N N N N N -4 Cr ? N D CO O s N W (A O) -4 N CO V 104 LBS. J6E TC-1 0 4LB O/C J5E Tc-i90 ES.48" O/C ALL WALLS SHOWN ON THIS LAYOUT • ARE TO BE LOAD BEARING MomurebBrne 5 not shown D8 9'-4" 11 5 LL D7 Lu A 181$,.4„ 9' 444 � W � .If W D6 LG. CLG. - F #5 rebar mill, T 10 - 4 9— 4 5 d Lti 11 -4 D5 CLG. CLG. Z U LL Lu 12'_0" s nrisnia l 4e rnui4e.7w x;w4zw �w4(w uw.. ra' :. D4 p_ "1aA26 A (Y)U140.1u� p)wa2u Mu.4w UlO 'S IPA f0 ^ d 40 5 $ Q 14-8 TYP. MISSED STRAP DETAIL D3 5 0 NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER L a TRUSS BEARING HEIGHT SCHEDULE D2 j D2 � NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS 11'-4's 9 -444 5 co p MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS CLG. rn o - CCG,' j2 724 LBS. MAX D1 A. 5 c a FL � TC_1 _ rn cu o p TYP. TYP. TYP, RIDGE CAP & J7 D9 0 n n n .1�-4". ATG9 C4L. T 5 c c ROOF MEMBRANE cn A w N 1 _ c co 2x RIDGE BOARD J7 LG. g = v+ cn BRG. COL. TOP �' $_}i � (2) SIMPSON H10 CLIPS AT z-4 5 = N 5 L ON 1 SIDE OF TRUSS � � � SIR > O � � STAGG. & ATTACHED TO J7 a - n�. � g BETWEEN TRUSS RUNG 5 8 5 ' o a PRE ENGINEERED ROOF J7 a }" � S 0 TRUSSES SEE FRAMING 5 9 b c� PLAN J7 a O _ rn i N : 9 —4 344 B5. MAX =O CLG, 5 ��� FIELD FRAMED RIDGE DETAIL J7 BUIIL ER CKET B 5 z a L J7 CLG. 5 a: pEDGE STRIP DEFINED AS THE LESSER gO�F FOX 2 J7 o -4' OR UT HEIGHTTAL BUT NSOTNLESS TNA:4X OF V2 CL 1 -4 9 -4 5 LEAST HORIZONTAL DIMENSION OF BUILDING AND LG. CLG. AT LEAST 3 FT, J7 2 O "D10" TO WALL V4 5 J7 BY UILD ° V6 . . . . 5 3 1149 LBS. MAX. D10 A A A 412 MAX, E E4 C-i ® 8' .O/C O 2 TC 2 J42 V4 5 J3 L H1 U L E1 14'-8° f 9 -4 a CLG. 5 0 z L CLG. � 81 ° J1 a' H2 L E3 y 279 s. E.E. A A A A A A A TC-1 2781 LBS. G SEE DETAIL 3 A5 NOTE: SEE DIAPHRAGM 1 2 2 3 USE USP HTW20 FOR ALL 143 LBS. MAX. E2 B2 / SCHEDULE FOR ROOF ZONE 0' P+ NAILING REQUIREMENTS. WOOD TO WOOD TC-1 G�� E2 TC3ILBS. AX. 3141 LBS. MAX. ROOF ZONE DIAGRAM CONNECTIONS, U.N.O. P+. E2E 61 SEE DETAIL 3/A5 c tiv'� D » � � 5 130 LBS. MAX. E.E. �0X5�.�•d TC-1 0 48" 0/C � B1 , W 9,_44, 23 _ CLG. 61 Les. 227 LBS MAX 63 TO-1 TO-1 B4 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BLDR MAY USE LONGER STRAP$ OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER, 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST PANT FROM THE TOP OF THE BEAM. B5 0 J LL 04 RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: i. 0.113 INCH NOMINAL SHANK DIAMETER B6 L ��► z 2, RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. i6 TO 20 RINGS PER INCH 4, 0.280 INCH FULL ROUND HEAD DIAMETER J3 L L 3 0 O 5, 2 INCH NAIL LENGTH K1 J1 L J1 Q U .40 K2 cV J L1J o � K3E 1/4" = 1'-0" U,N,O. G� w � ZL m w`� �F8 4v2�5� TRUSS PLAN 5 208 LBS, MAX, E.E, e� Rl��`� TC-1 ft 258 LBS. MAX. 255 185. MAX % A rC-1 TC-1 �` TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UP DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3. f) DUPtiRApl NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCA710N PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING— 8d RING- 8d RING- 8d RING- 8d RING- Bd RING- 8d RING — EXPOSURE I, OR EQUAL SPAN RAZING 40 20 f9 32° 24" 0/C MAX. SHANK 6" 0 C SHANK 8" 0 C SHANK 6° 0 C SHANK 6' 0 C SHANK 6" 0 C SHANK 4' 0 C SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN ENT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RAZING 40 20 19 32 16" 0/C MAXI 8d RING- SHANK 4" 0 C @d RING- SHANK 4" 0 C 8d RMIG- SHANK 6' 0 NAIL CORNER STUDS AT 4° OfC MAX. TYPICAL BLOCK FREE EDGES APA RATED SHEATHING adRING- I!d RING- 8d RING - TNT WALL EXPOSURE I, OR EQUAL SPAN RAZING 32 i6 15 32 i6" 0/C MAX SHANK 6" 0 C SHANK 60 0 C SHMN( 12' 0 BLOCK FRFf EDGES PROJECT LOG ISSUED FOR PRECON O1-30-19 I IISSUED FOR PERMIT 102-13-191 *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-91208 C/O—SC912OB KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (B). Plans ore 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 1 60 6 0 9.6 2 A/C COMPRESSOR 2 1 40 8 0 0 2 RANGE 2 1 50 6 12.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 25 10 4.5 0 1 WASHER 1 20 12 1,5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1,2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 12 GEN. LIGHTING 1 15 14 5.7 0 138.6 1 9.6 1 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.44 A/C LOAD AT 55% = 6.24 TOTAL = 27,68 27.68 x 1000/240 = 115.3 AMPS (1) SETS OF (a)14/0 AWa 7HIMV IN 2' CONDUIT 200 AMP SERVICE p METER DISC. CO °A" PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDA77ON 10'-O" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2284 (SCIST.) x 3 (WATTS/SQ.FT.) = 6852 / 12 (GEN.LTG,CIR.) = 571 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. W LU J W in ?L Z z w K J LL LL U J U1 ti m Q Z a � � Oa 0 0 C R p ou Ln c ou aNi Q o a) 0 3 _ au rn a c = 2 -0 o E a c N o U C O O= C Q 0 ao E E o 2 o GE'��_�Ln a) O L ~ O N cn c p = O w E 2 O u q a C7 a ,Ln �0 E QL Irl IN' 41% O J � ILL o 0 U C rr CO U V 5 J W J 2: un 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 W-279 PROJECT LOG ISSUED FOR PRECON 01-30.19 ISSUED FOR PERMIT 02-13-19 2" SHWR /'� V �2" V� LAV 2" TUB �/ LAV MASTER BATH 2' VR PLUMBING RISER DIAGRAM 2° LAV CO KITCHEN KI 3° 2 A 2" V R 3° AVV LT CO 00 �WM TUB LAUNDRY 2" AVV LAV 5 SHWR CABANA W a Lu = z Q >o W Q p �__ ro v a M n a a c o o co> c c m N E `n C d =aj p � d rn � = 2 � C to c Q N O d �!J .,�` 0 rru C pd C N 'pp p j a' $ N E E 21 E p -a @ aU O p ^/ > o tpi E rnJ f2' p= Qj 0 H- O N u O J <L 0�-/0 �I n O U N i Q � J 1/4" = V-0" U.N.0 MECHANICAL PLAN M-1 MW m 279 P ov v 5' 8 7/8" 10' 3 1/8" 13'-2� 2'-5 " S-7�" 6'_10 12'-1S" 5' 8 7/8" c- C-. C- c_ D D D D D D D D D D y, D D i Ar D D A D D j Cn CD N N N N N ---. N O Cn .P W N .a D O O .... N W �A UI MA '^J W rp O JISE _ - -- __. _ _ ._._ - --- -- -- - J5 E N Y D8 5 N 5 J D7 5 J A-- . — . 6 D6 r, 40 CLG. �� 5 m 10-4 9 -4 S . m "' CLG. CLG. ;4 in -- - o D5 Ij . . y a — 5 1r w � w D4 Z Z �. 04 5 L W " D3 N 1 _ _ o FR 5 0o D2 D2 , II 4 9'-4" 5 -- -- _ 15'-1j" CENTERI OF COL. \� o LG. CLG. D1 - A. J 5 J7 D9 a a A a a \\\ I lf) G. C L. TC:1 � AT J7 BRG. COL. TOP :;LG. 00 AT -4" `. / 5 J7 V -31° 5'-8„ _ -OZ'. 5'-2 \ 3 8„. 2' 13' - J7 „ % . 5 J7 _.-_ 5 J7 CUIC :EBY \ .B. L ER _ 5 J7 ! 7 2' 2' V 5 �— - 2 2 5 _ _ -- MV2 CL I1' 4' 9'-4 �' \ 00 LG. CLG. 5 J7 _ IL "D10" TO WALL. I'JIV4 5 J7 /[3Y UILDFR � T 5 D10 A a A a J42 - V4 — U E4 . 5 J3 L L - — - - -- --- — DO H1 9'-4 s CLG. c� CLG. _ IF > 5 J1 L G> H2 L E3 LAF N A A A A A A A A A __ H3G — -- E2 _ -- -I B2 v e_ f- J1 - rI B1 i E2 E2E 131 c, ND D c_t iP 61 — B 1 - -_ -- ---- 9'-4 CLG. 131 - [O I to I N B3 - -- N //N\ N p 64 _ B5 - N ) Z B6 - -- -- L L I i J3 - L L 3 i' K1Do A N J11 L ( L J1 K2 I a ✓ACP K3E _ CO W — W 4' 4" _, 5' 8" 2' 4" 10' 6" 11' 2" 5' 1 U" Q' 0„ 51101, old "I,-- yx _ -- 60, 0" — 0 TRUSS BEARING HEIGHT SCHEDULE i `r 7�U51 _ I %'fP l�� S-ATt((j lit i J SLIM INDICATES LEFT END OF TRUSS N OTE Trusses shown on this layout are a component part of the bu6dln and show truss location. Proper erection, temporary and permanent bracing design are the responsib0ity oT the building designer or his engineer . Lateral bracing shown on the Individu truss drawings must be placed during the erection procedure I,InR run' 6601 APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG 61"- r r 8" e BRG. 2'-0" 1 tip\% Pei ti TYPICAL TRUSS EHD DE TAIL HANGERS TO BE USED_ (Simpson) ar (Usp) HUS26 (D HUS26 © HGUS26-2 © THDF-126---2 @D HGUS28-2 @D THDH2€3-- 2 QH HHUS46 Q T-iD46 © LUS24 O JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, COND111011`; AND TRUSSES. TRUSSES WILL BE MADE III STRICT ACCORDANCE WITH THIS PLACEMENT f 1 Ali 3) RECEIPT AND USE OF "BCSI-81 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CbFINErTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT NRIGMT. SIGNED TITLE ---_ _ DATE _--_— AIL spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing tinder. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUPIORIZATION rROM IIIIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the Iesponsibility of the builder to utilize engineered drawings when ererting trusses. WARNING ERECTOR BRACING IS NOT THE RESPONSOUTY OF TRUSS DESIGNER, PLATE HAWFACTUPER, NOR TRUSS FABRICATOR PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING WRING ERECTION; AND PERMANENT BRACRIG. WHICH MAY BE REWIRED IN SPECIFIC APPLICATIONS SEE 'BCSI-81 Summ^ry She-t COMMENTARY and RECOMMENDATIONS far HANDLING, INSTA,UNG IL BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENER IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO PIE TPP G1r)RDS THEY 91A L BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING EnECTI'w1 TO PREVENT DAMAGE TRUSS COMPANY SUPPLIES ONLY TRUSS TO TTtI1s5 CONNECTIONS. TRUSS COMPANY WILL SUPPLY ALL TRUSS TO 1RLISS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 FOUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SITWFO, NO ~T+ HANGER IS SUPPUED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER C(BINECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise).___ Exposure Category : C Bldg Category : 2 Wind Design VeIPCity : M MPH Imp. Factor : 1.00 yfnd Load Duration Factor : 1.60 Mem no Height :.16T Grim M Reddy Struct Eng 176051 2590 N. Kngs Ifo"y Fat Pierce, It M951 (772) 4W4160 //� Avalon Artisan Me Iwx eee 1/4"=l'-Oe 02 13 19 P7 Avdon_Alfittm m.„ PROJECT LOG 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 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 AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BLK. BLOCK BLW. BELOW BRG. BEARING SIM. BOTTOM CLG. CEILING CMU CONCRETE MASONRY UNITS COL. COLUMN GONG. CONCRETE CSMT, CASEMENT DBL. DOUBLE DIA. DIAMETER DISP. DISPOSAL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE A - ASTM C 90 90. ASTM GRADES NI OR NIT. PROVIDE PR ECAST RECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1, PROVIDE 1x2 P.T. 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERM VERT. MAX. AND ALL OTHER OTHER LOCATIONS PER F.B.C. SECTION 718 P HORIZONTAL ® CEILING & WALL INTERSECTIONS OR B'-0' 0/C SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 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. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN USING THE 2017 FLORIDA BUILDING CODE 6th EDITION GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTOR BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REWSIONS COPPER OF EQUAL AAPACITY. 4. REINFORCING: ACCORDINGLY. VERTICAL' 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIGNED AND SEALED 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 WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. B. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. IN AREAS OTHER THAN HVHZ 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 RENEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE INCH FROM PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE THE MASONRY. 5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6 ALL DWELLING ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED JUMPERS OR THERE IS ANY CONFlJCT OR ADDITIONAL STRUCTURE NEEDED THE RECOMMENDATION EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. TRUSS COMPANY SHALL NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. S. F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS F.R. FR FIRE RATED FRENCH DOOR M.T. MAX. METAL THRESHOLD MAXIMUM STL. SW STEEL SWITCH E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS 7. A/C UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT, SHOWN ON PLANS. FIN. FINISHED MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS FL. FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. DRAWINGS. 10, ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS G.T. GIRDER TRUSS MIN. MINIMUM T.O. THROUGH OUT BEAM SCHEDULE NOTES SELECTED BY BUILDER. GA GAUGE M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM HORIZONTAL: 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND GALV. GALVANIZED MONO. MONOLITHIC TO.PL TOP OF WOOD PLATE BOTTOM EACH. STUD, AS PER CODE. - 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. GFI GROUND FAULT INTERRUPT MT_ METAL LO.T.B. TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE "TIMBER 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. GL. GLASS O.H.D. OVER HEAD DOOR TYP. TYPICAL NOTED 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE CONSTRUCTION GWB GYPSUM WALLBOARD O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE 5. GENERAL: MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. GYP. BD. GYPSUM WALLBOARD P.LF. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. HGT. HEIGHT P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. B. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER HIPS. HOOPS P.SI. 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 SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). HR HOUR P.T. PRESSURE TREATED W/ WITH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. HS HVHZ HORIZONTAL SLIDING HIGH VELOCITY HURRICANE ZONE 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 PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. INS. INSULATION PLYWD. PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS INT LG. INTERIOR LONG R.O. S.C. ROUGH OPENING SOLID CORE 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 UN. LINEN S.G.D. SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. LT. LIGHT SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. LT. LAUNDRY TUB SH SIN HUNG 11. ALL HEADERS OVER DOORS AND 1WNDOW'S TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 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 SPEC ED IN THE FO ESS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 21012 REQUIRED FOR ALL 120-VOLT ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN 16 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 Rig 9100 OHD 16080 WAYNE DAITON N/A W/ 1-1/4" WASHER & 2-31e MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF 2-3/4" MIN. EDGE DISTANCE 6" FROM END -34.8 PSF B 2 FL 17499.5-R5 (2) SH 25 MI WINDOWS & DRS NON IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P.= +29.9 PSF +60.0 PSF -70.0 PSF FL 4 -R W/ F.G. ABV. O 10" O/C MAX, SPACING & 2' FROM EDGE -32.7 PSF C FL 17499.5-R5 SH 15 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4- MIN EMBED D.P.= +33.5 PSFa+60.0-SF -7 ..0 PSF FL 49 -Rl W F.G. ABV. / O ID" 0/C MAX.MA%SPACING & 2" FROM EDGE 36.3 PSF D FL-7630.2 3080 DR W/ THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O D.P.= +29.9 PSF +50.0 PSF -50.0 PSF SIDEUTE 6' & 14' O/C MAX. SPACING. -32.7 PSF E 'z FL 15349.1-R11 4624 ARCHED FG MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF F FL 17499.5-R5 SH 35 MI WINDOW'S & DRS NON IMPACT 3/16" TARCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -70.0 PSF O 10" O/C MAX. SPACING & 2° FROM EDGE -36.3 PSF G FL 15349.1-R11 51020 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -44.8 PSF H 2 FL 17499.5-RS SH H33 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -70.0 PSF O 10- O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF FL 17499.5-R5 (2) SH 35 MI WINDOW'S &DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +29.9 PSF +60.0 PSF -70.0 PSF O 10- O/C MAX. SPACING & 2° FROM EDGE -36.3 PSF J FL-7630.1 2880 SGL LITE DR THERMA TRU N/A 1/4- TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6' & 14" O/C MAX. SPACING. -41.7 PSF K. FL 22401.1 12080 SGD MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF O 12" O/C MAX. SPACING -31.3 PSF L FL 15349.1-R11 12014 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3" FROM EDGE -34.8 PSF M FL-7630.1 2680 SGL LITE DR THERMA TRU N/A 1/4° TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14" O/C MAX. SPACING. -34.8 PSF FL 17499.5-R5 SH 26 MI WINDOWS & DRS NON IMPACT 3/16° TAPCONS W/ 1-1/4° MIN EMBED D.P= +31.9 PSF +60.0 PSF -70.0 PSO 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF jN( FL 15349.1-R11 3214 TRANSOM MI WINDOWS & DRS NON IMPACT 311C TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3° FROM EDGE -36.3 PSF FL 17499.5-R5 SH 36 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +60.0 PSF -70.0 PS O 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF Q FL 15349.1-R11 4614 TRANSOM MI WINDOWS & DRS NON IMPACT 3/1V TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +60.0 PSF -60.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF R FL-7630.1 2880 SGL LITE DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS O D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6° & 14" O/C MAX. SPACING. -41.7 PSF S 2 FL 17499.5-R5 SH H33 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -70.0 PS O 10" O/C MAX. SPACING & 2- FROM EDGE -36.3 PSF T FL 17499.5-R5 SH 35 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +60.0 PSF -70.0 PSF O 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF U FL 17499.5-R5 SH 35 MI WINDOW'S & DRS NON IMPACT 3/16° TAPGONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -70.0 PSF O 10" O/C MAX. SPACING & 2" FROM EDGE -34.8 PSF V FL 17499.5-R5 SH 23 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +60.0 PSF -70.0 PSF O 1D" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF W FL 17499.5-R5 SH 35 MI WINDOWS & DRS NON IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +60.0 PSF -70.0 PSF O IV O/C MAX SPACING & 2" FROM EDGE -34.8 PSF X FL 17499.5-R5 SH 25 MI WINDOWS & DRS NON IMPACT 3/16° TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +60.0 PSF -70.0 PSF O 10" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF Y FL 17499.5-R5 SH 25 MI WINDOWS & DRS NON IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P.= +31.9 PSF +60.0 PSF -70.0 PSF O 10' O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULUONS FL 15353.3 MAX. 104-1/4' HORIZ. MI WINDOWS & DOORS 1/4° TAPCDNS W/ 1-1/4" MIN EMBED (4) FASTENERS PER CUP TOP & BIM. 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.4 MAX. RT, 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 O EVERY HI RIB (4" O/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL. HURRICANE PANELS FL 16293.1 HURRICANE STORM 1/4" -20 x 3/4" S.S. 120" MAX. SPAN GALV STEEL PANEL PANEL KNURLED STUDS 12-1/2" O.C. TOP AND BTM 37.7 PSF +49.0 PSF -56.0 P SF MANUFACTURING, INC LIFT OVER 4-0 HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND FORE GROUTING. IFl UNDATION AND MASONRY NOTES (UNL NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. ;OUNDATION CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO, 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI NOTES IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANYSLEEPING ROOM. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS VAPOR BARRIER - DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED AD . FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB W/TH FlBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 O 24" O.C. PLUMBING NOTES N 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 3. REINFORCING STEEL: GRADE 60 ( FY=fi0.000) ASTM Afi15-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. . ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. 3. COLUMN AND WALL CENTERUNES SHALL COINCIDE 'MTH FOOTING CENTERLINES UNLESS STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. SUBSTRATE AT 4" O/C AS FOLLOWS; " THERWISE NOTED. CONCRETE: Ve 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. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION . FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE . FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. LL 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 INIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8". MTL: FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. S. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS ENFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF EQUESTED BY THE BUILDING OFFICIAL. 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM, TYPE TO BE CRF 112G MECHANICAL NOTES 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 DIAL 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 . DAMAGE PROBABIUTIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE LAP 48 BAR DIAL 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 ACTS "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. STEEL NOTES GARAGE NOTES Al --- 10. DAMAGE PROBABUTIES FROM WEATHERING IS NEGLIGIBLE PER IBC TABLE-R301.2(i) 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: "ES GL`"5j'j 0 'L ` O'n AVALON LOT 279 MEADOWOOD COPYRIGHT 2019 TYPICAL "MI" WINDOWS 04 ' N ■ V . N co 0 0 0 25}" - SH 15 SH 25 SH 35 SH H35 • • • • • • • • M.O. 20 1/8' M.O. 38' M.O. 54 1/8" M.O. 27 1/2" 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 P.T. WOOD BUCK P.T. WOOD -- 38" 1 70" 1 38' SH 35 TYP. BAY WINDOW �s FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION: MA'.ERIALS DOORS NOT LESS THAN ?" (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 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 J" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LSE DDT PART TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: 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. NOTEE. 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 El \ NO / n 2x P.T. WOOD BUCK SHOWN TYP. M.O. 35 1/4" W M.O. 37 1/4" W M.O. 41 1/4" W M.O. 55 1/2' W M.O. 78 1/2" W X 98 1/2" H X 98 1/2" H X 98 1/2" H X 98 1/2" H X 98 3/4' H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 1 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 24, 5/4" BOARD OR ix6. 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. 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 SYMBOLS LEGEND 1 DETAIL 4 OWE 2 INTERIOR SCALE ELEVATION 3 DETAIL OwG. SCALE C# COLUMN LABEL F# SECTION FOOTING LABEL Dwc. SCALE S ISSUED FOR PRECON 01-30-1 ISSUED FOR PERMIT 02.13-1 1 PLAN REVISION / BLDG COMMENTS O4.12-1 2 FIELD REVISION 07.09-1 w v W o n w W m w L Z p a w 0 rn G J a o Q Om ❑ L a c r'-a _o 0 'o c d T ��;?=a -0(-.) 0) ca. L 13 E `�' co v= y CU ,may O C C CU o N '-O O a E Yj Lp c --pp to C Ed j C a N E E D M O E o -m Nz u c •� ,� CD w oc N 2 O `u ~ E 01 a-+ O (n O_ = ILA E p o2 ~ O a Ln 1' Z u0. fa 4 O 0 ®/ POT SHELF HEIGHT �MAS AS NOTED SECTION IT 'U-(/1!!fl1//1llfll!/1J HEIGHT AS NOTED ® LJL 0wc. SCALE Z - L8L PLAN ARCHFOR ELEVNG SEE I INTERIOR ELEV. I[] SCALE MASONRY CONSTRUCTION C) TYPICAL O V B�- LU BEAM LABEL •• FODUNDATION PLAN SEE ^ o SCANNED LV O REVISION NON -BEARING FRAME BY ❑ J CONSTRUCTION � W N St. Lucie County O F- J Cn NORTH ARROW BEARING FRAME corNsrRucnoN 1/4" = 1'-0" U.N.O. BREAK LINE ELLV BEAM HEIGHT CHANGE ° ,' v - COVER SHEET SCALESCALE: 1�" GRAPHIC SCALE 0'-0h FIN, FIL SLAB FLOOR ELEVATION C - 1 Q03 - oca& is MW - 271