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Home My WebLink AboutREVISION, Chg garage door manuf.OFFICE USE ONLY: DATE FILED: PERMIT # - REVISION FEE: `�i� k�a RECEIPT # MIA) - 101 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CBC051145 BUSINESS NAME: GRBK GHO Homes LE QUALIFIERS NAME: William Handler ADDRESS: 590 NW Mercantile Place CITY: Pt St Lucie STATE: FL PHONE (DAYTIME): 772-773-0075 OWNERBUILDER INFORMATION: NAME: GRBK GHO St Lucie LLC ADDRESS:590 NW Mercantile Place CITY: Port St Lucie PHONE (DAYTIME: 772-773-0075 STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: Donald J Nuelle ADDRESS: 11634 SW Rowena St CITY: Port St Lucie PHONE (DAYTIME): 561-629-6975 SLCCC: 9123109 Revised 06130117 STATE: FL FILE COPY ST. LUCIE CO CERT. #: Iml ZIP: 34986 561-688-0909 _ ZIP: 34986 561-688-0909 FAX: N/A ZIP: 34987 PROJECT LOG ISSUED FOR PRE -CON 02-11-21 ISSUED FOR PERMIT 03-05-21 BLDR REVISION 11-08-21 GENERAL NOTES THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH 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. 2020 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RASED B.F. BI FOLD FR FRENCH DOOR B.P. 01 PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLW. BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL COLUMN GWEI GYPSUM WALLBOARD CONK. CONCRETE GYP.BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DEL DOUBLE HPS. HOOPS DIA DIAMETER HIT HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING OF DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION OW DISH WASHER INT. INTERIOR E.E. EACH END LG. LONG ELEC. ELECTRICAL UN. UNEN ELEV. ELEVATION LT. LIGHT ES. EACH SIDE LT. LAUNDRY TUB A I GPI MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES i. CONCRETE UNITS BE ASTM C 0-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500PSI) 1. PROVIDE 1x2 P.T. ROP 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 OTHER VERT. MAX. AND ALL OTHER LOCATIONS 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. 2 ALL GI.ALNG WITHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2 ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. USING THE 2020 FLORIDA BUILDING CODE 7th EDITION 3. CELLS, LINTELS 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 & 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 AMPACITY. 4. REINFORCING: ACCORDINGLY. & 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 Hat 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 DORE, 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 AUGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTTER 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 RENEW 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 RESPONSIBILITY TO 8. 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. DUCTED U 6. ALL DWELLING ROOMS MUST HAVE HYAC RETURNS. RETURNS MAY BE , JUMPERS OR THERE IS Y ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL AN CONFLICT OR ONAL C E EE ED, RECOMMENDATIONS. M.C. MEDICINE CABINET SMS SHEET METAL SCREWS 0. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRIIJES. SPECIFIC NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. TING M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE 9. PROVIDE CFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL STEEL . A C UNITS MAY HAVE C DING ABV. 7 / TS M A GOING. PAD OR OTHER APPROVED MATERIAL EXTENDING 5. TRUSSES TO BE DESIGNED iD 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 UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES TRIM AND APPUANCES SHALL BE UL APPROVED AND AS MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. MIN. M.O. MINIMUM MASONRY OPENING T.O. II THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTAL' BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MTL MONOLITHIC METAL T.O.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (MARK L) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12. PROVDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. C/C OVER HEAD DOOR ON CENTER TYP. U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL, NOTED "BB') 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 LINEAR FOOT UL V.I.F. UNDERWRITERS LABORATORIES VERIFY IN HELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.SC.E. 2. ALL BOND BEAMS (MARK 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 7-16/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). 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. 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 7-16 M.S. 602- WORK' 9. CARPENTER SHALL BE RESPON SIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET UGHTNG SHELL COMPLY WITH NEC SEC. 410.8. PLYING. PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMEN ARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS DURING ERECTION TRUSSES 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 8'-D' MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE S.C. SOLID CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL AUGNMLNT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. S.G.D. SF SLIDING DOOR SQUARE FOOT FOOT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 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'-O' HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL WING UNITS INDIAN RIVER 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 E D N OLES A 20-090125 824/811 DAB DOOR CO., N/A 3/8" CONFLEX BY ELCO W/ 2" MIN. EMBED. D.P= +29.3 PSF +48.0 PSF -52.0 PS OHD 16070 INC. 3-3/4' MIN. EDGE DISTANCE 8" SPACING -34.70 PSF IN:30 R 1 TA / - 4' NERS 0 D.P= +31.9 RAISED PANEL 4' & 18.5' O/C MAX SPACING. -34.7 PSF C FL 17499.9 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499R 0 10' O/C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS D FL 17499.9 SH 25 MI WINDOWS & DRS SGL IMPACT 3/18' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 IV 0 C MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PS E FL 17499- SH 15 MI WINDOWS & DRS SGL IMPACT 3 8 TAPCONS W 1-1/4" 1 4 MIN EMBED 0" / - / D.P= +33.4 PSF +55.0 PSF -55.0 PSF FL i • & M EDGE -36.3 PSF +60.0 PSF -70.0 PSF F FL 17499.9 SH 15 MI WINDOWS & DRS SGL IMPACT 3/18- TAPCONS W/ 1-1/4' MIN EMBED D P= +33.4 PSF +5.5,0 PSF -55.0 PSF 0 10" O/C MAX SP NG & ' FROMEDGE -36.3 PSF +BOLO PSF -70.0 PSF G FL 17499.9 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 174998 0 10' 0 MAX SPACING & 'FROM 0 ED -37.7 PSF +60.0 PSF -70.0 PSF H FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P = +28.4 PSF +55.0 PSF -55.0 PSF 0It O/C MAX SPACING -31.2 PSF I FL 17499.9 SH 25 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 01C' 0 MAX SPACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF J FL 15349.10 6020 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/18- TAPWNS W/ 1-1/4- MIN EMBED D.P: +33.4 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF K FL 17499.9 SH H33 MI WINDOWS & DRS SGL IMPACT 3/1S' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10. O/C MAX SPACING & 2' FROM EDGE -3&3 PSF +60.0 PSF -70.0 PSF L FL 17499.9 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EABED D.P.;+31.9 PSF +55.0 PSF -55.0 PSF SF M NOA NO. 624/811/812 DAB DOOR CO., N/A 3/8- CONFLEX BY ELCO W/ 2' MIN. EMBED. D.P.= +28.4 PSF +42.0 PSF -52.0 PSF 20-0929.11 OHD 6070 INK 3-3/4' MIN. EDGE DISTANCE. 11- SPACING -31.2 PSF FL 17499.9 SH 26 WINDO DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED _ PSF +55.0 P -55.0 PSF 10' PACING & 2' FROM EDGE -34.7 PSF +60.0 PSF -70.0 PSF 0 FL 17499.9 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' Q C MAX S 'FROM (M= -34.7 PSF +80.0 PSF -70.0 PSF PRODUCT MODEL # MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE FL 15353.8 MI WINDOWS 1/4' TAPOONS W/ 1-1/4' MIN EMBED MULUONS MAX. 83" HORIZ & DOORS (4) FASTENERS PER CUP TOP & BTM, 37.7 PSF 54.0 PSF -54.0 PSF FL 15353.9 MAX. 156-3 8" VERT. FL 17472.2 EASTERN 1/4' TAPODNS W/1-3/4' MIN. EMBED MULLIONS MAX. 108" LENGTH ARCHITECTURAL (8) FASTENERS PER H-CUP 34.7 PSF 36.4 PSF -36.4 PSF MAX 48' TRIBUTARY WIDTH SYSTEMS ROOFING NOA NO, 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 paf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING FL 5374-R5 HIP AND RIDGE CHANNEL METAL ANC 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 psf -169 psf. METALS, ROOFING N/A MEMBRANE: 30# FELT N/A N/A UNDERLAYMENT ASTM D-226 #30 FELT BUTTON CAPS 12' GRID, 6' O.C. AT A MIN. 4' HEAD LAP ROOFING NOA N0. 17-0614-.22 POLYGUSA MEMBRANE: POLYS71CK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SETS UNDERLAYMENT INC.LNG' PLIES NAILS AND TIN CAPS 12- GRID, 6- O.C. AT A MIN. C N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 7/8' LG, 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH N/A N/A SPACED NOT MORE THAN 6' BEFORE GROUTING CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DINE 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 OR 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 - AND SHALLMODULES ELASTICITYOF 1600 KSI OR BETTER. AS HEAP INEIHORIZONTAINED L 3/4- BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED LUMBER CRAAGENCY. 1. 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE3 " 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24' O.C. PLUMBING NOTES ON 0,006 VISOUEEN (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-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 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. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. 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. 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 2000 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. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6, CONCRETE BEAM SIZES MAY INCREASED (8- MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 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" LEC, 7/18 CROWN METAL 6. INSTALL CHASE PIPE FOR HVAC. MINIMUM OF 959 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 B. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER7, USED FOR SOFFITS OR CEUNGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLYYIF IF DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE 15. PNEUMATIC FASTENERS SYSTEM TO BE HILT -COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL 1-1/2" LONG AND .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVDE CORNER BARS SAME SZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TD COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL B. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE LAP 48 BAR DIA MIN. WIND LOADS PER F.B.C. 2020 7TI EDITION & ASCE 7-16. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL' AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S *MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION 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 SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY: GRENADINE CLUB LOT 61 MEADOWOOD COPYRIGHT 2021 Iffi' . 11 ►Wii , N E 'ry El 1 N El 4 18d" 38" 52a" 1 25j" SH 15 SH 25 SH 35 SH H35 ■ ■ ■ ■ ■ 101 ■ ■ M.O. 20 1/8' M.O. 38' M.O. 54 1/8- M.D. 27 1/2- 2x, OR 5/4 BOARD P.T. WOOD BUCK -4A' TT w 1x, 2x, OR 5/4 BC P.T. WOOD E 7f1' 3A" FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS ODORS NOT LESS THAN f (35 MM) THICK, SOUD OR HONEYCOMB CORE STEEL DDORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN It (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A500-E1a 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 DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E7OXX. 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 } (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LYE DEAQ PART'N IQTBL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 48 ATTIC 20 10 0 30 WIND: ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-16. 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 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 1/2' 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/ 12" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/4' BOARD OR 14 CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES SYMBOLS LEGEND # DETAIL SCALE DETAIL DWc SCALE SECTION DWG. SCALE SECTION 11110. SCALE # INTERIOR ELEV. SCALE 0 BEAM LABEL ® REVISION NORTH ARROW -�° BREAK UNE ,c��GRAPHIC SCALE ALE.. 1 DRAWING INDEX C-1 DOVER SHEET A-1 FOUNDATION PUN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PUN M-1 MECHANICAL PLAN 1 4 DWc. 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL aZ_7I1_ 0'-0' FIN. FI- SLAB 90 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 ELEV ON w S W N w a w z z J W Z < z O o W Z p J Q cS m p O � c_ rn t -O C M A 0 lL co a wEn p C L ME S c cn WLo C) O. N L_Lu N s 10 S a c O.0 N N C7 �G vi c Old �n `_° c v c c 06 -, .� 75 c 10 Mo a-+ N QO7 EO 1�1 +.' C JS E c+' O s O En CMc o c p C=7 vi aM E E " � ]C pp tov c�Q CLn z o C 4 • • • i f u � FILE Copy W � � J L.L 00 O U ?� O W U ' O W 1/4" = 1'-O" U.N.O. COVER SHEET C-1 W = 61