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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-9PROJECT LOG ISSUED FOR PRECON 0 17.48 iu ISSUED FOR PERMIT 041dall GENERAL NOTES 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 ABV ABOVE AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BLK. BLOCK BLW. BELOW BRG. BEARING BTM. BOTTOM CLG. CEILING CMU CONCRETE MASONRY UNITS COL. COLUMN CONIC. 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 EXT. EXTERIOR F.B.C. FLORIDA BUILDING CODE F.R. FIRE RATED FIR FRENCH DOOR FIN. FINISHED F. FLOOR GLT. ORDER TRUSS GA. GAUGE GALV. GALVANIZED OR GROUND FAULT INTERRUPT GL. GLASS OWES GYPSUM WALLBOARD GYP. BD. GYPSUM WALLBOARD HOT. HEIGHT HPS HOOPS HR HOUR HS HORIZONTAL SLIDING HVHZ HIGH VELOCITY HURRICANE ZONE INS. INSULATION INT. INTERIOR LG. LONG LIN, LINEN LT. LIGHT LT. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST - LINTELS AS NECESSARY. (I'm = 15M PSI) 1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL *CEILING & WALL INTERSECTIONS OR 8'-0" O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE THESE PLANS WERE PREPARED ! 2. MORTAR TYPE M PER ASTM C 270-92. VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE AND SHALL LOCATED METER & PANELS AS REQUIRED. GLAZING 2. ALL AND TO A DOOR SOFLLTUBS BE PSHOWERS FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT, USING THE 2017 FLORIDA BUILDING CODE bth EDIT ON 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA GRAVEL CONCRETE. ALL WINDOWSOR SSENCLOSURES G AWITHI2AATEOR WITHIN 36"L ANDNTH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, ALL GLASS IN SIDELIGHTS, SUDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE j 4. REINFORCING: DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 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 A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR tat FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WATH OTHER TRADES PRIOR TO CONSTRUCTION. BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SLOPED MORE THAN ONE HORIZONTAL IN SIX VERiiCAL ALIGNMENT, EVEN THOUGH IT IS IN AN GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 4. IN AREAS OTHER THAN HHIC 4. TRUSS MANUFACTURER SHALL SUBMIT THREE 3 COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. - ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. MESS ENGINEERING CALCULATIONS SIGNED AND SEALEDBYA FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SNITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. 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 M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. RECOMMENDATIONS. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. METAL THRESHOLD SW STEEL MAX. MAXIMUM SW SWITCH E. VRTICAL 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. EQUIPMRT 9. PROVIDE OF BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. MFR. MANUFACTURER TEMP, TEMPERED TOTHE TIE BEAM. PRECAST UNTELS 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 MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS MIN. MINIMUM T.O. UGH OUT IOFWOOD BEAM SCHEDULE NOTES SELECTED BY BUILDER. M.O. MASONRY OPENING TO.B.B. TOP OF MASOJRY BOND BEAM HORIZONTAL: 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND MONO. MONOLITHIC T.O.B. TOPPLATE BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. MTL METAL T.O.T.B. TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK 'V) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE O.H.D. OVER HEAD DOOR TYP. TYPICAL O/C ON CENTER U.N.O. 5. GENERAL: NOTED 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. UNLESS NOTED OTHERWISE MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES I. 2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES, P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E, BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS P.T. PRESSURE TREATED W/ WITH 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 14. IN KITCHENS, DINING ROOMS AND BATHROOMS RECEPTACLE PTACLE OUTLETS FOR COUNTER WC 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. SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). PART'N. PARTITION WATER CLOSET WORK. PKT. POCKET WI3. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. 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. R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS S.C. SOLID CORE S.G.D. SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0° MUST BE ENGINEERED AND STAMPED AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. SF SQUARE FOOT I SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) SH SINGLE HUNG 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 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. ST LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: O RHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. *FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 CHID 16080 WAYNE DALTON N/A W/ 1-1/4' WASHER & 2-31C MIN. EMBED. D.P.= +20.5 PSF +39.2 PSF -43.7 PSF IN. ED TANC 6' FR END -W/ -34.8 PSF D.P.= +29.9 PSF +39.2 PSF -43.7 PSF B FL-9174.10 R12 9100 CHID 8080 WAYNE DALTON N/A 1-1/4' WASHER & 2-3/4' MIN. EMBED. -3 4" MIN. EDGE DS LANCE. " FROM En -32.7 PSF C FL 17499.1 (2) SH 26 MI WNDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSF 0 IT O/C MAX SPACING & 2' FROM EDGE -32.7 PSF D FL 17499.1• SH 15 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 W/ F.G. ABV. 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF E FL-7630.4 PR 3080 DRS THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14° O/C MAX. SPACING. -34.8 PSF F FL 15349.5 6428 FG TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF G FL 17499.1 SH 25 MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF H FL 15349.5 51020 TRANSOM MI WNDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -44.8 PSF I FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF J FL 17499.1 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF K FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX. SPACING -31.3 PSF L FL 15349.5 12014 TRANSOM 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 EQUAL SPACING & 3' FROM EDGE -34.8 PSF M FL-7630.1 2680 SGL LITE DR THERMA TRU SGL IMPACT 1/a" TAPCONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 8' & 14' O/C MAX. SPACING. -34.8 PSF N FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0. 10' O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF 0 FL 15349.5 3214 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF P FL 17499.1 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF Q FL 15349.5 4614 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF R FL-7630.1 2880 SGL LITE DR THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF G" & 14' O/C MAX. SPACING. -41.7 PSF S FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF T FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED OR= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF U FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' FROM EDGE -34.8 PSF V FL 17499.1 SH 23 MI WINDOWS & DRS SOT. IMPACT 3/160 TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' FROM EDGE -36.3 PSF W FL-7630.1 2868 ENT DR THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6' & 14' O/C MAX. SPACING. -34.8 PSF X FL 17499.1 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 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 MULLIONS FL 15353.3 MAX. 104-1/4' HORIZ. MI WINDOWS 1/4' TAPCONS W/ 1-1/4" MIN EMBED FL 15353.4 & DOORS (4) FASTENERS PER CLIP TOP & BIM. 37.7 PSF 54.0 PSF -54.0 PSF 8" ROOFING NOA N0, 17-0822.13 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA N0. 17-0614 O. 17-A 14-.2MENT POLYGLASS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT .22 SIBS INC. PUES NAILS AND TIN CAPS If GRID, 6" O.C, AT A MIN. 4" N/A N/A SIDING STUCCO N/A N/A N/A N/A SOFFIT STUCCO N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SPACED 0 EVERY HI RIB (4' O/C) W/ 1-3/4" EMBED, N/A N/A PER NAIL. LIFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AC 318-11 AND ACI 301-05. ALL 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 SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. 3/4' BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2' UNFORMED DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH F18ERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 2e O.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG 2. ALL REINFORCING STEEL TO BE GRADE 60. BUGLE HEAD DRYWALL SCREWS AT If O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOLING CENTERLINES UNLESS 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBUSHED BY THE 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO SUBSTRATE AT e 0 /C AS FOLLOWS; 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. OTHERWISE NOTED. 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. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION 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. 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX.) AS REQUIRED FOR ARCHITECTURAL FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 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. MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DETAILS DR 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 DOOR BEAMS (28' MAX) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8". MTL, FRAMING: SELF TAPING SCREWS S12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER USED FOR SOFFITS OR CEILINGS REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF REQUESTED BY THE BUILDING OFFICIAL. DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COL 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 DIA. MIN. WHERE SPLICED AND SHALL BE 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. i6. 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, REFRIGERA71ON AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN 'FLORIDA THE BUILDING CODE MECHANICAL" CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS "MANUAL OF STANDARDAND PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. STEEL NOTES GARAGE NOTES 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SH " 1 " N to 18b" SH 15 M.O. 20 1/8" 00 r7 PROPOSED SINGLE FAMILY RESIDENCE BY; vES G'""'O H OL'MM J AVALON LOT 95 MEADOWOOD COPYRIGHT 201E TYPICAL "MI" WINDOWS `F� ■ IV ❑ CV SH 25 SH 35 SH H35 ■ ■ ■ ■ ■ ■ M.O. 38' M.O. 54 1/8" M.O. 27 1/2' 2x, OR 5/4 BOARD ix, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK 38" 70" 38" WN SH 35 TYP. BAY WINDOW BE EQUIPPED WITH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS -DOORS NOT LESS THANW" (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3 LESS THAN ? (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 'STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX.- - SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE ' THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD VHFDI II F LESS THAN r (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LLYE DEAD PARTN TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 30 18 0 4B 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. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES, THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP M.D. 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 I I 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 US. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE, ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND x DETA- SCAL_ DETAIL DWc SCALE SECTION UWC. SCALE SECTION DWG SCALE # NTRIOR ELEV. SCALE BEAM LABEL QREVISION N NORTH ARROW BREAK LINE 0 0' r r 5caLe5 GRAPHIC SCALE DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-11 STRUCTURAL PLAN A-! TRUSS PLAN E-) ELECTRICAL PLAN M=1 MECHANICAL PLAN 1 4 Dwc. 2 INTERIOR ELEVATION 3 Cif COLUMN LABEL ' F# FOOTING LABEL I I I IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIEIIIIIIIIImllllllll ' Illb ELEV. ELEV 0'-0" FIN. 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 14 SCANNED 0 �UCIe COL4if�y uj m a LU L = LL LL Z i N ui H r 0 Z O = a 0 a Lb m 4C C c _Lo - = "M -M o .0 5?o o N U N N C -0 Ln To ` c 1v h O (V= N y O-0 M cun E N 'act� o c iv c a w E E O M p o c aj o To 0 U ��^ o cu O U H E U) a1 c c o = O Lll N (IJ ~ C y U L) CJ v a y ® U Ll O 0 Ll) 0 W I --a U O W 1/4" = 1'-0" U.N.O. COVER SHEET C-1 �� MW-95 8" ' N a 48 BAR DIA. SPLICE FIBERMESH OR FIBERMESH a" J WELDED WIRE MESH OR W.W.M. SEE FOUN. NOTES FOOTING REBAR 145 CONT. 3" MIN. COVER 10 m .' ` m SEE FOOTING SCHED.Fr THICKENED EDGE #1 m 0 V V) d + ,. B"x8" PRECAST LINTEL, SEE LINTEL SHOP DWGS. Sc FILL COLUMNS AND LINTEL SOLID TYP. EXTERIOR CONT. W/ GROUT O MONOLITHIC FOOTING 8"x8" FILLED CELLS W/ 1/5 WOOD POST, FIBERMESH OR 8" MATCHING DOWELS FOR COLUMNS 48 BAR DIA. VERT. (TYP.J SEE FRAMING PLAN WELDED WIRE MESH MIN. W/STD. HOOKS TYPICAL DETAIL PAD REBAR SEE FOOTING SCHED. Al LINTEL ON COLUMN EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. d. v 48 BAR DIA. SPLICE • d °� •. • d", r r. .'• _ MESH mqD W.W.M. EQ. EQ. BARG EDULE SCHED.SEES R BAR WIZEN z O INT. MONOLITHIC PA ONLY (2) REDD. 38 m EXT. CONT. MONOLITHIC SEE BEAM SCHEDULE FOR REINFORCEMENT CONC 48 BAR DIA, S ICE ? COLUMN co MATCHING DOWELS 48 BAR DIA. MIN. FIBERMESH o GRADE a " L W/57D. HOOKS 1-15 CON OR W.W.M. z 3" MIN. CLR. 8' � 35 THICKENEDEDGE #2 MPAD FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN R EQ, EQ. SEE FOOTING SCHEDULE SCHEDULE FOR REINF. EDGE BARS ALWAYS TYPICAL DETAIL SEE CHED. REMAIN. SPACE OTHERS EQUALLY Al BEAM HEIGHT CHANGE OISOLATED 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 MISSED COLUMN STL. DETAIL TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIP710N DETAIL NO.. F-1 20" x 18" X CONT. W/2 p5 CONT. EXTERIOR MONOLITHIC i F-2 20" x 18" X CONT. W/2 15 CONT. EXTERIOR MONOLITHIC ® RECESS 38 F-3 1'-6" x 2'-6" x 12" W/3 15 E.W. B7M. PAD 0INTERIOR POST 6WOOD F-4 4-0" x 3'-0" x 12" W/15'S ®12" O.C. E.W. BTU. ISOLATED PAD 7 TE-1 10" x DROP x CONT. W/115 CONT THICKENED EDGE AT DROP 34 7E-2 8" x 8 x CONT. W/115 CONT. THICKENED EDGE AT EDGE 35 COLUMN SCHEDULE MARK SIZE TYPE DESCRIP770N CONC. BLK W/ 1 FULLY GROUTED CELL W/1-15 VERT. 8x8 AT 6'-0' 01C MAX. AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-O" WIDE 8x16 CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-#5 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 842 C-3 BLOCK CONC, BLOCK IN FULLY GROUTED CELL W/ 1-#5 VERT. EACH CELL IRREGULAR 45' MITERED CONIC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"X4" C-5 WOOD POST PROVIDE BASE AND CAP AS N07ED ON DETAILS v w I M Ti. I I rom m o; dd ro I F1 F2 I SH 35 0 8'-0" F1 15'-2" 8'-0" C2 FORM SHOWER PAN 1 1/2" LARGER ON ALL SIDES THAN ACTUAL FINISHED DIMS. SHOWN HERE 4'-2° 25 7,_D„ r4m mm ojd mro dd dd °a o o er 64'-0" 19' 8° 8'-7"1 I I I 3'-7 6'-10 1/2' 15'-4" 6'-7" HB C2 SH H33 HEAD w TE-2 o 1E-2 — — — N �3(4 a 'o- SH 36 W I F2 o I CONCRETE C4 FG 18" HIGH SGL LITE I O o FG ABV 6" SHOWER TE-1 — — — RECESS ) J o y to / FORM SHOWER PAN 11 1/2' SIDES THAN ACTUAL I ® O FINISHED SHOWN HERE F1 I p C2 6 an ® / o F1 SUPPLY U.G. COND. I N FOR POWER TO ISLAND = 12080 SGD F1 W/ 12016 FG. ABV. (4 PANEL)--� HEAD 0 10'-0" 0� f C5 F- 7 C5 I i I I L — J I— I F3 BRASS COVERED FLOOR RECPT 21'-6° n N p a I = 0'-O" FIN. FLOOR SLAB EA E: COLUMNS ARE Cl U.N.O. O I I ,-F1 PRT3080 D ABV FG F— — — — — — — — 4'-3 4'-3° $C 78 w FBI Its ® in a- C i ul a I I I F4 F4 4 I mmm m of o5 ddd oao A4 2'-8° 2'-4" - 2'-8" 7'-2" 2'-8" IIo II C —� -- m I TE-f Oo o NOTE: FORM GARAGE,,SIDE DEMISING WALL RECESS 1-1/2' SMALLER THAN ACTUAL FINISHED DIMS SHOWN HERE ® I (2) SH 25 \ \ W RCHED FG BOVE C2 / F2 \ \\ I C2 ® 18" W X 5-1¢" D RECESS \ \\ PAVERSFOR DEPTH MEASU( MEASURED FROM \� BOTTOM OF RECESS) W/ 5-0 1/2 16" W X 3/4" D RECESS UNDER SLAB / �\ m of BEHIND (SLOPED) CONDENSATE LINE oiai mm \\ dd o;m CS cs v ti O 1 .1 "' m 22'-8` \\ I o F2 t SLOPE 2" \\ 1 E \ 5 2" � C2 ® I 4 M 22'-6" I 8" W X 5422" D RECESS FOR PAVERS (FOOTING _ (DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 5-2-8'-0° 0 6" W X 3/4" D RECESS b BEHIND (SLOPED) SLOPE 2" E EXTEND -1/2" DEEP RECESS 4" PAST EDGE OF OPENING, TYP. FINISH EDGE OF CONCRETE AT RECESS, TYP. F2 F2 C2 ® Z---—�— --- N /' SH 26 / HEAD 7'-0" 10' 4'-2" 1 2868 / PROJECT LOG ISSUED FOR PRECON 05-17-18 ISSUED FOR PERMIT 06-18-18 LLl a M m LLj J ui a = w Z o w w z " Z Z J a m 0 Z L 0 a 0 c � o m o o ra ) A +Z tz — .0� � n v n of a c a� ra c cu cu O E n i�3' o �� , a o W EEO -Mt -2 c o 0 0 V > a�i o u 'E EE Lo o' c b c o = o o Z V ra t V ©ILL J Z 0 u WLn FL Q J Zj 1/4" = 1'4" U.N.O. FOUNDATION - PLAN IW 95 I THK TEMP TOP OF KNEEWALL W/ PT 0�FELESS GL 2X TOP PLATE & 1/2 W/ CLIPS PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER/TUB SIDE KNEEWALL W/ DRYWALL & TILE FINISH FINISH THIS SIDE Q v 0 io 0 ROMAN SHWR PT 2X SILL PLATE L L L L L 0 LLLLLL ikzLLLLLL TYPO KNEE WALL SECTION 1/ CALCULATIONS TOTAL U/A 2,405 S.F. COVERED ENTRY 86 S.F. COVERED LANAI 272 S.F. GARAGE 902 S.F. TOTAL AREA 3,665 S.F. TOTAL AIR VOLUME CUBIC FT. = 22,366.5 ADDITIONAL NOTES: 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. IMPACT WINDOWS. 4. FIBERGLASS ggBggO//ARD OR DUR-O-ROCK TO 7'-O" A.F.F. OR SOFFIT GARUN PLOORSHOWERS AND TO 4'-0" A.F.F. 0 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-30 BLOWN -IN INSULATION AT ALL A/C AREAS R-30 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. (2) #10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. 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 0 16" 0/C) (2x6 STUDS 24" 0/C) W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTCALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB ` HIL71 PINS .145" DIA x 1" LG, 0 16° 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = ID" :17A211 #1) DRYER VENT LOCATION FRONT VIEW IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS R-30 BLOWN -IN INSULATION AT ALL A/C AREAS AC CONC. PAD DETAIL FINISHED CEILING 2x WD BLOCKIN( EACH SIDE OF N FOR MOUNTING 2x MTL. STUDS TYP. FINISHED FLOOR N.T.S. TYP. MEDICINE CABINET (2) 110 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS 0 24" 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C CONC. FLOOR SLAB 14IL77 PINS .145" DIA x 1" LG. • 16" 0/C W/ 1" WASHERS 1 INTERIOR PARTITION A-2 3/4" ' 1:-0:: m 1 �m mm mm mm 0 00 00 ci 19' 8" 10'-6" 17'-10„ L 2'-6" 3'-71/2" 6'-101/2" 2'-6" I I b (2) OJ (E SH 35 RESS) HB S OSH H33 I b IR 0 W00 0 F— - a AB OSH 36 (TEMP) 2880 V-8' WCBL . P W/ 16" HIGH OFG ABV W BLINDSCABANA COVERE ti6 ® ® 3'-6 5'-a" a' s"11 I ■ '' LANkf ABV.CO �6Q�J ■ 11'-4" C G MASTER J (ABV MAINS B) BLW. N 28'0 CROWN b (2) CORNE SHELVES 0 48" SUITE _ NOOK I --I & so" A.F.F. b 9'-4"/10'-4" CLG. I 1T CONCRET 2° a ® a 1V-4" CLG. c� N Oz680 4 PANELS) N BEDROOM 3 W 16" HIGH FG TRANSOM ABV BLW' KO SGL LITE 9'-4" CLG. 2'-0" 10'-8" 2'-0" W 17'-9 1/2" 2'-10 1 2' 4'_4„ / v = SOAP DISPENSERrn4 �-- 24'-10" F1--iV Z 2'-0- N Di 6'-4" I 12'-0" ao L — — — — --J FLAT ARCH z ISLAND 3 a a SPRINCp 0 8'-0" Y = n O O ® •a P ® 8'-8" r--- CROWN "y I I CROWN 25 *~ t 0 GREAT ROM I I DWKIT 12'-0" 1 11'-4" 11'-4" CLG.am CLG. I N48 1SUPER KITCHEN PACKAGE BL WAL O2680 NO GLASS DOORS OVEN BEDROOM 2 318" 4" 1'-4" 9'-4" CLG.—� w HERS o HIS REa a N v ?�Os 1'-5" 1'-5" 6'-10" 0" I 2680 w NICHE 7-5 1/2' 3'-8" 8 a V-4° 2' b 6080 BP I 2" 3, 2° _2° 8„ Ste- l b __T FLAT ARCH -----------------_--------- -- o - ® SPRING 0 9'-0" -11 1/2" 5'_6• v TOP 0 10'-6" LINEN b 5 SH N 4 FLAT ARCH — _ V y - Cr - O :r SPRING 0 8'-0" `" TOP ®8'-8° 4" — — — — —�68° 8'-2" - — — �.I a ?s O ■ 5'-8° 3'_ 9'-8° 10'-0' a z®� �� w T CAB BACKING ® L.T. 36" TO 96" A.F.F.,FOYER I $/L!N"E� BATH 2 Jx 1 m ® a r UTIL. " M N ^ ' 12'_4" CLG. z a r CAB BACKING ® N �o0 N • =W0JR ■ ■ EE 2'-6" b 2'-6" . 2 nQ' o 96" A.F.F. I I< °� CROWN 'v PT D �r o MASTER a a o PR OP W1, 3080 LITE DRS W/ ARCHED 3 DINING —Ilt— FG TRANSOM ABV I I m a I o 11'-4" CLG. = N b b 00 BATH m ABV.OF GARAGE SEPARATION " pr 4° CLG. ■ ■ ® La ® i V 1' o O 9LW.OE b REQUIREMENTS PER 306.2 ■ ■ o No = 4'-8" 10'-8" B" 13'-0 1/2" 4" -6 4" ^ W Fi + o 4'�3" 4'-3" c 1 o MA SHWR i MECH — — — VAN] N ®r SPRIN ®8'HO° �'-8" " WOOD WRAP 1 MIRROR PAVERS COVERED N y E 20 MIN. SOLID CORE TOP d ■ ■ I O qp �S DOOR W/ RABBITTED ® ■ ■ ■ �■ 5' 8• ENTRY OVERSIZED 'a b b O� (2) SH 26 / FG ABV. 4'-0" EATVAMB WEATHERSTRIPPING N / / b 1 I 1 N 14'-O" CLG. b ■ (ABV MAIN SLAB OD C O / m N r 22•x54" I PAVER PAD ® ■ SH 25 O 1 I v ■ " PUll DN STAIR L w/sw Lr J ® ■ ■ — — — ■ ■ (TEMP) HOSE b ■ BIBBXT860R � 48"WIDE x 68" DEEP � � i I I ■ TUI DECK — —CHASE -- 5-0 1/2 1 ■ O mm of ai ms° 0 0 r4 m o m o ai m ATTACH P.T. 2X8 o I Q 0 _ o o a9 cd = ABV. GARAGE DOOR = ■ 'on0 ao 0 0 o PER MANUF. SPECS z o v B Z 8'-4" I 4'-4" 2'-4" 2'-8• 7'-2" 2'-8" 5'-2" I M ---- I ATTACH P.T. 2X8 "' I ABV. GARAGE DOOR PER PMANUF. SPECS I 1 n N 2y_D• I I N 0 3 BAY GARAGE ■ O I 15'-0• 12'-6" 5'-2" 8'-0• SMOOTH COAT STUCCO FNISH o b o 10 I EXCEPT AT DRYWALL I 00o w IJ I I ■ b N ■ ■ ■ ■ 26 / X \ 4'-2" 4'-2" \ TTQQD .O.B.B. 64'-0" 9'-4" 70.B.B. - 0-R• T71 PROJECT LOG ISSUED FOR PRECON 1 05- 17-181 ISSUED FOR PERMIT 06-18-18 Lu 0 8 J h ui °' Lu o J Lu Lu Q � w o w w LL O t a 0 79 N � f° c c a� vi c r`o o o aci $ 4:- c E E O t0 EL a E ca- w o o vm H E =3 Cn a. C p O = Ln cii C d coif +W p rtOrt77 � N O r r 10 N h h, O ILL W Z O u O W U L � J O 1 W 2:U) 1/4" FLOOR PLAN A-2 Aw = 95 1 c;onr* A avhw er QIpkDNtiWn"iNtllOq�Yw� Product Submittal Sheet vinylcorp. com 1 dc= NN ,'vtn PI 's= P 30b 41 r 6464 Clarkwastarn Dietrich Building Systems LLC Miami F londa s416o F 1054i7.4108 Mid Wall (M Style) Control Joint Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts available. 1678E0UL 7I8"0V2" 3-112" solid flange, 1-314" perforated flange Mid Wall Control Joints - Designed to relieve stress and assist in controlling cracks in exterior war rush. intersections ofTs available. US Patent Nwnbor 7,757 450 Caulk all intersections. bud joints, ends and corners at time of installation, 15 vinylcorp con, 8111,0 NW']OCh Place P 305.1-17 5464 CI t W start Dieb'6' l B itrong Sys:omn LLC 4 a ni Honda 33166 F '05 477 1108 Soffit dents (One Piece) Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. x> U, CS58-300V 1 518" 1 3" wide vent (one piece) 5" overall width, perforated flanges I 15 3Scffrt Vents -Continuous nine piece Soffit Vent with reinforcing rib to key into closed &amp'.. plaster. Vent Chine are provided to connect Soffit Vent and to assist In alignment. Vent area. 15 square inches per linealR Caulk all Intersections, butt joints, ends and corners at time of installation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED ® 3665 (SQ.FT.) x 144 = 527,760 SQ IN. RA 151SQ IN. PER LINEAR FT. (235DLF)EVENTNT A3E525 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 90# FELT SELF-ADHESIVE UNDERLAYMENT OVER JO# FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END $ SEE PLAN/ Ei GALV, MTL. DRIP ON 1 X2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORA77W CEMENTITOUS FINISH OVER 8" GONG. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS I$ 0'-O" FIN. FL. SLAB 12 6 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANE. 12'-0" 5/8" DRYWALL OR 1/2" 'TOUGHROCK" (OR EgUAL) APPLIED TO UNDERSIDE OF TRUSSES F STOP CONT. 8'x16" MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE MONO. CONIC. F007ING SEE FOUNDA77ON PLAN FOR N07ES & DETAILS " "" .• III IIIIII TYPICAL WALL SECTION SCALE 3/4" = 1'0" 12 6 run ""L`d D.P.= +31.9 PWLW (E � FINISH TO SIMULATE LAP BOARD SIDING -34.8 PSF �/ FRONT ELEVATION - AMERICANA a = 6'-0" o FIX D GLASS El El r7l M L 17 N D.P.= +33.5 POSFo _4 .8 PSF -36.3 PSF D.P = +33.5 PSF D.P.= +29.9 PSF D.P.= +28.5 PSF -32.7 PSF O -34.8 PSF O LEFT SIDE ELEVATION- CLASSIC D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +28.5 PSF D.P.= +29.9 PSF O-41.7 PSF -34.8 PSFO -34.8 PSFO -34.8 PSF O -31.3 PSF O 0-36,3 PSF REAR ELEVATION (AROUND CORNER) N 0" FIN. FL. SLAB 17 14'-0" T.O.B.B. —0'-0" FIN. FL. SLAB 14'-0" T.O.B.B. 12'-0" T.O.B.B. 11'-4" T.O.B.B. -17 9'-4" T.O.B.B. ZV 0'-0" FIN. FLOOR SLAB PROJECT LOG ISSUED FOR PRECON 05-17-18 ISSUED FOR PERMIT 06-18-18 W up O w W W z z 1 F. U J J j Z d do, z W o K m m x LL LL W U � on Cl Cl z J v n N K o a N Z c 0 Oa 0 � � o c:, 03 cam �� r fO ru E"o nCD in C1 `—° C c E ra o W o 4 c a aJ E E o `o S E o CX °> a aJ o v E 0 Ln O C O S O O N E no 2M Q L BUJ -O N a O I� J LL- Q� O U LP] � C) UJJ V ' 0 � W J U-) 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 Aw = 95 PROJECT LOG ISSUED FOR PRECON 08-17.18 ISSUED FOR PERMIT 06.18.18 CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) 3'-0" PROVIDE CEMENTITOUS FINISH PRIOR TO — —METER INSTALL — - 12 6[,,,-' COU TYPICAL INSTALLATION i WINDOW ASSEMBLY MARBLE 1/2" DRYWALL AS REQUIRED 'MANUFACTURER llel CAULK SEAM AT +a �' WINDOW INSTALL 'MORTAR OR GROUT ° �• U ° •4. �. 4 ' ° ,� 3/4" FURRING TO " MASONRY WALL ` d • °" *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 MANUR SPECS SET SILL IN FULL MORTAR BED AND HEAD JOINT STUCCO OR 'a DECORATIVE �CEMENT17TOUS COATING 4. ' 8" C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION E I II11 o D.P.= +33.5 PSF -36.3 PSF O D.P.= +31.9 PSF -34.8 PSF O PRE ENGINEERED WD. TRUSSES @ 24" 01C TYPICAL 6'-6" I 14'-0" T.O.B.B. DR.= +31,9 PSF D.P.= +31.9 PSF -34.8 PSF O -34.8 PSF O 0'-0" FIN. FL. SLAB RIGHT SIDE ELEVATION - CLASSIC CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O,C) 12 �6 o OPENING o TO DINING ROOM ,l II II OFmLl R O LOW WALL ROOM FOYER D.P.= +33.5 PSF -36.3 PSF (D GARAGE BEYOND BUILDING SECTION A -A CONC. COLUMN ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/BY STUCCO FINISHCONC. OR MASONRY WEATHER STRIPPING DOOR MANE. 1-1/2- CASE HARDENED COI PERIMETER SEALANT2x6 p,L BUCK RIPPED DOOR NAILS AT 12" 0/C. MAX. CONC. OR MASONRYGARAGE OF DOOR JAM GALV. 571. VERT. TRACK MANE. FASTENED TO *L—GALV. CONC. OR MASONRYWIDTH o °'Q' tx6 P.T. BUCK SET IN SEALANT AND NAILED W 1-1 2" CASE HARDENEETRACK SET SEALANSTEN W/ 1/4- DIA. x J-1/4"BY 3- FROM E.E.i/4"-20x1/2" TND BRACKETS W/ COIL NAILS AT 12" 0/C. Oc fl o 120 o Q a AND 12. 0/C MAX,BOLTS CARRIAGE g0 ' MAX. . &LOCK NUTS DRYWALL BOARDSTL. DOOR TRIM TRACK CAULKING BRACKETS FASTENED r-- ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME TO WOOD JAMB W/ TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W/ J/16"xi-1/4- LAG SCREWS W/ 3/16" TAPCON SCREWS (2) 15 GALV. x 2" 2x8 P.T. ATTACHED TO 0 12 0/C. MIN. 1-1/4" EMB D DOOR FRAME FASTEN TO BUCK W/ SCREWS ® 2'-O" 0/C MANU.'S EMETHODNTSH of COLUMN W/ 5/8" WEDGE ENT SHALL ANCHORS 0 2-0" 0/C VERT. -PERIMETER SEALANT (2) 3/16"x2-1/2" TAPCON DOOR TRIM PREVAIL PREVAIL WHEN SUBM111ED (6" MAX. FROM ENDS) AND STUCCO FINISH SCREWS ®2'-0 0/C PERIAIEIER SEALANT w COMPLETE INslRucnoNs Z FROM INSIDE EDGE OF 2X8 HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G,D,) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT ALUMINUM FRAME, FASTEN REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE TO STRUCTURE THRU BUCK DOOR THRESHOLD SET BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, W/ 3/16" TAPCON SCREWS ALUMINUM FRAME OOR FRAME FASTEN IN BED OF CAULK & 4' MIN. EMBED MAX. 6- FROM EACH SIDE OF THE 0 12 0/C. MIN. 1-1/4" EMBI D SECURE FRAME TO SILL TO BUCK W/(2) 3/16"x FASTENED TO SILL W/ BRACKET. WITH SILICONE 2-1/2" TAPCON #8 x 1 1/2- SCREWS PERIMETER SEALANT CAULKING SCREWS 0 2'-0" O/C ®18. O/C STUCCO FINISH PERIMETER SEALANT CONC. OR MASONRY FLOOR COVERING FLOOR COVERING ix2 MIN. P.T. BUCK SET INr-�L� Ooo Qo o SEALANT AND NAILED W/1-1/2- CASE HARDENED COIL NAILS AT 12" 0/C. `o . Ob. o°© "' o $p o Odc d o °off 0 0 DRYWALL BOARD PRECAST OR POURED SILL W/ 1 #5 BAR GROUT BED CONC. FLOOR SLAB CAULKING PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT STUCCO FINISH JAMB DETAIL WINDOW (WINDOW) (WINDOW) SILL DETAIL WINDOW SILL DETAIL (S.G.D.) SILL DETAIL (DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 NOTE: IN THE EVENT THAT THE R.O. IS LAID OUT LARGER THAN THE PROPo§ED OPENING ON PLANS. THE CONTRACTOR SHALL BE ALLOWED TO SHIM THE OPENING, USING A COMBINATION OF ¢x & lx 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: LLJ W N � J W a Z 7 z � y w O 2 n � � W J Z J � rn a h z t pa 0 -mo � o �N _ —� L_ cpw a v + c c m cu E o ca 7T u) � 2 di p o iv s --v o Cl -v E o n c o o N CL 0 E E � E O U LLn H O O S Cn � C y O O _ W o N � E i 2E v iZ Ln m n CIO N 0 E a ® E FIN. FLOOR SLAB Ln "_ 0 U O �. v) _ — ch cm �wl I 0v c 0 O J z 0 0 O O W_ � OLu Q J G v 1/4" = 1'-O" U.N.O. SECTIONS ELEVATIONS A_4 ,�MW 95 - ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS - SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICA7ONS SEE PLAN 4' - CONT. MASONRY BOND BEAM - CONT. POUR STOP - 8" CMU WALL A5 CONNECTION DETAIL ENG. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECRON FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS Imo. INSTALL PER. MFR. SPECIFICATIONS 7NOTE' IF TWO STRAPS ARE USED PLACE ONE STRAP EACH SIDE. CONT. MASONRY BOND BEAM 8" CMU WALL 2 A5 CONNECTION DETAIL NOTE: MAY BE ATTACHED TO VERIGAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C 71; SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONIC. TIE BEAM OR MASONRY BOND BEAM (1) 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT - 3965# 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 16d NAILS PRE-ENG. WOOD TRUSSES ��qSEE TYP. WALL SEC71ONS ACTUAL HEEL AND OVERHANG CONDITIONS TiE BEAM OR BOND BEAM CONT. 20 RIBBON W/ 3-i6d 20 CROSS NAILS EA. STUD BLOCK 0 24" O/C TYP. TOE USP KCCQ44 OR NAIL EA. END SIMPSON CCQ44sds2.5 W/(3) 16d FASTEN PER MAN'F. SPECS NAILS 56801 MAX TYPICAL TRUSS A5 CONNECTION DETAIL ALLOWABLE LOAD 1061 117RUSSS UPLIFT WOOD POST SEE FRAMING PLAN (6) 114'x2-i12' LG: SDS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 56451 MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. A5 CONNECTION DETAIL (3) i6D TYP. REINFORCE VER77CAL MEMBERS OF GABLE END TRUSS W/1x4 T-BRACE AT EA. VERT, NAIL w/16d NAILS 0 8" 0/C A5 CONNECTION DETAIL "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED. LOAD ALLOWED UPLIFT APPLIED UPLIFI LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 8F24/191T 2 4'-0' 10000 257 7184 106 BF32/1B1T 3 4'-0' 10000 765 7184 283 8RF34/1B1T 4 4'-0" 8859 250 5572 100 8F16/iB1T 5 5-4" 5809 250 3057 100 8F1E/1B1T 6 5'-4" 5809 250 3057 100 SF18/18 TT 7 S-6" 10000 1057 9578 371 8F40/iB1T 8 4'-D" 10000 0 7184 0 BRF38/181T 9 5'-4" 1773 0 1135 0 8F8/181T 10 5-4" 5809 946 3057 380 BF16/i8iT 11 4'-0' 2866 0 1753 0 8F8 1B1T 12 4'-0. 8859 1222 5572 365 8F18 1B1T 13 4'-0' 10000 920 7184 331 8RF38/1B1T 14 13'-4" 504 0 555 0 8F8 iB1T 15 13'-4" 2047 1611 866 621 BF24/1B1T 16 101-6" 1664 250 830 100 8F16/iBiT 17 S-6' 10000 408 7428 133 8F16/1BiT 18 7'-6" 2882 771 1548 308 8F16/1Ell T 19 4'-0" 10000 400 7184 177 BF32/i131T 20 5'-10" 1002 0 722 0 8RF6/180T 21 5'-10" 10000 462 5480 220 BF32/iBiT 22 2'-10" 10000 376 10000 HO BF56/iBiT 23 7'-6" 6288 1 1123 2436 412 8F24 1BiT 24 3'-6" 10000 390 9578 233 8F60 lB1T 25 8'-O" 5380 250 2151 102 8F24 1B1T 26 3'-6" 10000 390 1 9578 233 8F60/iBiT 27 9'-4" 3868 545 1 1612 240 BF24 1B1T i14" 711ICK PLATE HANGER 4" N NI 3/16" I) 0 ?� //- PER TRUSS MFR. (2) 1/2' DIA. THROUGH BOLTS (4) 1/2" DIA. WEDGE ANCHORS W/ 4" MIN. EMBED. A5 CONNECTION DETAIL mm mm w mm Ibro of 0 00 0 � • I I A I 1 s I A4 I I I I I I I I I I I I I — — — — — — — — — — J w m 0 • a 1 OA5 7 r4 o a a PROJECT LOG ISSUED FOR PRECON 05-17-18 ISSUED FOR PERMIT 06-18-18 I ABV 10 I I O I I BLW 9 AB 12 ' I BLW 11 I Z J 5 / AB 15 13 L 14 I I E E GINE RED D. RUS S 24" /C PIC L ROOF SHEATHING NAIL PER SCHEDULE ® — — CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d 0 8" O/C I 1 7 2x4 LADDER FOR O.H. 0 12' 0/C :16V'::M�Ak CONT. 20 LADDER PLATE ANCHORED TO GE I TRUSS W/ 16d NAILS 0 8" O/C MAX. 5 20 DIAGONAL BRACE RESTRAINT 0 4'-O" O/C A5 WALL SHEATHING NAIL PER SCHEDULE o GABLE END FASTEN TO SLEEPER W/ i6d NAILS 1 8 ®a" 0/C TYPICAL I 4 -- CONT. 20 SLEEPER FASTEN TO BEAM W/ HILiI — A5 BE OVE A5XDNI 2-5/8" LG. 0 6" 0/C TA24R EMBEDDED STRAP W/ (4) i6d NAILS ® 20 21 0 EA. TRUSS VERT. WEB (24" 0/C) CONT. CONC. OR MASONRY TiE BEAM SEE TIE BEAM SCHEDULE I I 22 \ 20 LATERAL BRACING 0 4'-0" O/C / ® 26 I 24 I I I I I 7 25 m A5 7 I mm oC o000 may ,_ ,_ F4 A5 a o #5 REBAR AT TOP MIN. (1) REQ'D A. -1/2" CLEAR F = FILLED WITH GROUT / U = UNFILLED �a o °' c C.M.U. s QUANTITY OF g5 REBAR AT a BOTTOM OF LINTEL CAVITY z , GROUT 8F16-1 B/1 T " #5 REBAR REINFORCING L '-0 • NOMINAL HEIGHT PROVIDED IN LINTEL (VARIES) QUANTITY OF j15 NOMINAL WIDTH REBAR AT TOP 7-5 8" ACTUAL 11 " NOMINAL HEIGH lizo TYP. 0 WALLS SUB 8F16-08/lT BF16-1B/1T 8F24-0B/lT BF24-113/1T BF30-iB/11 O 3 I I I I PULL DIV STAIR w/sT LT. II IIIIIIIIIIIIIIIIf�� A a 0 R, W W J a LJ M W z z o J W � m� LL u � L n Z Qa 0 c O O -s �c c t5 m v 0 o c. =�a� o0 '58im�a� to c m E o w 3 > x0 , m aC=CD 7 a�i� E E +, c S +, v1 8aci E E o a M o �_ —cu@ > r o °F- E cnc c' c an o = vi a) G y O ~ EC n C=D Z v n co t U 17 CL O J W O O W U Q J O W � � 1/4" = 1'-0" U.N.O. STRUCTURAL PLAN �l 9'=4' T.-B.B. / "7 -BB T.O.B.B. IO 7 A5 LU z 9'-4" PLATE HT. 10'-8" PLATE HT. 11'-4" PLATE HT. 14'-0" PLATE HT. KNEEWALL BY BLDR. TOP @ 14'-0", BTM. @ 9'-4" & W-4" HARDWARE: =HUS26 HANGERS (QTY. 21) =HTU210 HANGERS (QTY. 1) =HHU528-2 HANGER (QTY.1) =U24 HANGER (QTY. 7) a: EDGE gSTRIP pDREFINED AS THE LESSER O�F� 10% 5 4t)% OF HEIGHTTH BUT NOONLE SBIHANN4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. NOTE: iSEE DIAPHRAGM SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. 101 ROOF ZONE DIAGRAM O TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) USP SINGLE DOUBLE SINGLE DOUBLE SINGLE DOUBLE MARK CONNECTOR TRUSS 11E-BEAM OR WALL STRAP STRAP STRAP STRAP STRAP STRAP TC-1 TA12 (5 10d x 1-1 2' - 990 1980 335 670 245 490 TC-2 TA14: 7 10d x 1-1 2' - 1205 2410 335 670 245 490 TC-3 HT016 8 10d x 1-12' 4 i 4" x 1-3 4" WAS, 1225 - 1225 - 1225 - TC-4 HT416 (9) 10d x 1-1 2' - 1870 2430 710 1310 270 1215 TC-5 HTW20 (20 10d x 1-1 2' 24 10d x 1-1 2" 1530 - - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-10. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. 16 TO 20 RINGS PER INCH 4. 0.180 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH WALL HEIGHT CHANGE 241 LBS. MAX. TC-1 WALL HEIGHT CHANGE 1341 LBS. MAX. P183 LBS. MAX. 1337 LBS. MAX. (2) TC-1 TC-2 (2) TC-1 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-10. 2) BLDR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS. 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER J. 16 TO 20 RINGS PER INCH 4. 0.180 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH WALL HEIGHT CHANGE 241 LBS. MAX. TC-1 WALL HEIGHT CHANGE 1341 LBS. MAX. P183 LBS. MAX. 1337 LBS. MAX. (2) TC-1 TC-2 (2) TC-1 W� W� LL' "' Lu "-t LBS. � 11 M � F 809 LBS. MAX. vi TC-2 Vi TC-1 G�p N � W O WALL HEIGHT CHANGE WALL HEIGHT CHANGE "N1. O I". CO O O ¢O r N co lt7 co O Q! O r N M Lo fD U' LU W W W W W O O O O r r r r r c- r r r r N N N N N n t t t 1 t 1 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ Q ¢ ¢ ¢ `� ¢ ¢ "� EJ5A 37 LBS. MAX. -EJ5B /////Y/ 77 9'-4" CLG. -EJ5 E08G 1" CLG FI ® 9'-4" LG. M S R B COF R -EJ5 E07 W E06 EJ5 -4" G. < EJ5 E05 /ICA IL 11 4" C I M H 10 4" G. -EJ5 E04 -EJ5 X X X Mzz " D P FF -4" G. y -EJ5 E02 (✓ � W N -EJ5 E02 - " CLG 9'-4" CLG. C.L. COLUMN TOP C� 9'-4" P E -EJ5 E01 7 LBS. MAX. G01G /Ccot To @ 7VD S AC -EJ5 9'-4" CLG. "EJ7 1 ' - C C.L. CO MN TOP @ -4" 41 ® EJ5 _EJ7 ® C.L. LU TO @ 9'-4" BEA - G EJ5 >< COL N �EJ7 /x /9'- 'CLG nN EJ5 z / _EJ7 ® BE RING COLUM OD SPA -EJ5 -EJ7 OD SP - G. _EJ5 -EJ7 ® 9'-4" LG. ® 11'- CLG -4" LG. EJ5 c ~EJ7 B ®>< -EJ5 o ¢ ¢ ¢ 1' - 'CLG. -EJ7 `t Les. 9'-4" CLG. To-t EJ5 >< -EJ7 o E A C N J Z. 5. MA) I�RY R V T EJ5 -EJ7A HANGF >13U< ER _, 4" c ® -EJ5 1366 LBS. (2) TC-1 C01 G rn �=a CJ3 ¢ 8 w w rn v-7 A/C /C 9'_ -EJ5 U 1 3 1 LB MAX. E W t 11' CL Y -CJ1 B t 1 t -EJ5 9'-4" CLG. H03G - _ C 601 G 3L 9' 4" CLG. B02 - ��� ; H01GE � t D04GE 3490 LBS. MAX. B02 SEE DETAIL 3/A5 277 LBS. MAX. B02 TC-1 0 48" O/C 264 LBS. MAX. 24 LBS M TC-1 0 48' O/C B02 N TC-1 B02 B02 B02 B02 9'-4" CLG. 9'-4" CLG. B02 B02 B03 B04 — NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS FOR ALL B05G OOD 6 r -� S, U.N.O. TYP. RIDGE CAP & �CJ5 -CJ5 - ROOF MEMBRANE W m m m W �y 2x RIDGE BOARD -CJ3 r t W W W W t �� -CJ3 4-3/16" (2) SIMPSON H10 CLIPS 240 S. M X. E.E. R R803.2.3.1) ON 1 SIDE OF TRUSS STAGS. &ATTACHED TO ^ CJ 1 „ $ D C i 2x6 CATS 0 24" o/c H G �CJ1 - $„ C M LJ BETWEEN TRUSS RUN REMARKS r M Lo Lo M r �� WaII PRE ENGINEERED ROOF U U U U U U H01GE 2' O TRUSSES SEE FRAMING i 1 t t i t BLOCKED AS PLAN SHOWN ON PLAN NAIL CORNER STUDS ��� 277 LBS. MAX. s9>t AT 4" 0/C MAX. TYPICAL TC-1 ®48" 0/C 2 TC 96 TC HT USE USP H WOOD TO W CONNECTION DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER DIAPHRAGM NAILING PANEL FRAMING DIAPHRAGM ZONE I ZONE 2 ZONE 3 LOCATION PANEL GRADE THICKNESS SPACING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- Bd RING- 6d RING- Bd RING- 8d RING - EXPOSURE 1, OR EQUAL 24" 0/C SHANK SHANK SHANK SHANK .SHANK SHANK SHANK SPAN RA71NG 40120 19132 MAX. 6" O C 6" O C 6" O C 6" O C 6" O C 4" O C 4" O C APA RATED SHEATHING Bd RING- 8d RING- Bd RING- EXT. EXPOSURE 1, OR EQUAL 16" 0/C SHANK SHANK SHANK WALL SPAN RA71NG 40120 19/32 MAX. 4" 0 C 4' O C 6" 0 C BLOCK FREE EDGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. EXPOSURE 1, OR EQUAL 16" 0/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATING 32,116 15/32 MAX. 6" 0 C 6" 0 C 12" 0 C EDGES Typical End Detail w/ Level Return FIELD FRAMED RIDGE DETAIL 1 324 LBS. MAX. TG-t 324 LBS. MAX. TO-1 236 LBS, MAX. TC-1 ®48" 0/C SEE DETAIL 3/A5 1020 LBS E.E. TC-2 6 o ) Ln PROJECT LOG ISSUED FOR PRECON OS-17.18 ISSUED FOR PERMIT 06.18-18 Typical End Detail w/ Level Return FIELD FRAMED RIDGE DETAIL 1 324 LBS. MAX. TG-t 324 LBS. MAX. TO-1 236 LBS, MAX. TC-1 ®48" 0/C SEE DETAIL 3/A5 1020 LBS E.E. TC-2 6 o ) Ln PROJECT LOG ISSUED FOR PRECON OS-17.18 ISSUED FOR PERMIT 06.18-18 ui � a W � w W. Li W J N � � LL w 0 0 O_ C � •� O •� vOi O � r6 � E so--cisn � � o 0 ,-� > N O V � E 0)O � c 2 � O z a V -v (L) _= a Ln O U J LL W � O � w' U Ql � J Ow � 1/4" = 1'-0" U.N.O. TRUSS PLAN A-6 PROJECT LOG � ISSUED FOR PRECON 105-17-18 ISSUED FOR PERMIT 06-18-18 ALL VANITY LIGHTS TO BE 100" A.F.F NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA 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 are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA, 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 1 50 6 10.0 0 1 WALL OVEN 2 50 6 10.0 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 1 20 12 1.2 0 3 SMALL APPLIANCE 1 1 20 12 4.5 0 1 BATH GFI 1 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 5.1 0 146.0 � 9.6 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.40 A/C LOAD AT 65% = 6.24 TOTAL = 30.64 30,64 x 1000/240 = 127.6 AMPS (1) SETS OF (3) 14/0 AWG. THWN IN 2" CONDUIT 200 AMP SERVICE ❑ METER DISC. COMBO "A" O PANEL IL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 10'-0' LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2405 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7215 / 14 (GEN.LTG.CIR.) = 515 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS, A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. GARAGE CEILING (4) 2x4 METAL STUD! FLOOR RO CEILING ELECT. PANEL / CHASE J d 0 H w Ln TO SI LLj d 0 m c o W a u W Z o z Z J W Z Ir J Q � z 3 N R LL u U o o � rn ^ N Z c Oa a C R p m (a _ n n O i O` O �o2 O K3 0ral E n �, c 78 , , a7 o v E E o O a+ C= O QJ C CU t N O > d O U E � C p Z L= vi C 03 N O O H — E a ro 2 d = u ,x Z 0 0 lugQ u 060O 0 C _ 10 4)W ®o lug Q J 2Lo O N O o 0 o W L!'I O U Ti =:)� J W 1 2: U) 1/4" = 1'-0" U.N.O. ELECTRICAL PLAN E-1 IN SOFFIT 4� I, _ W-95 PROJECT LOG ( ISSUED FOR PRECON 1 05-17-181 (ISSUED FOR PERMIT 106-18-181 W pM O Lu a ui a uj = z W y > LL W J x LL n M r � 0 a c O � C o c C 0 C g ro c d N a > a.�� c o au - -O U U) Q) 'o 0) N c a) vi c co c cu 'S d C C O O ro NE C O a d 0 7 C fa O N EO E E O Q i0 {.2 b E O O L'n �--� O 0 C O U � N E cn C O S oO O CE Z v CL L O N NUN O_ O -� Q; o O Ln rn C W u U J 1 W � (! 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 mw = 95