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HomeMy WebLinkAboutPLANSPROJECT LOG ISSUED FOR PRECON 08-16-19 ISSUED FOR PERMIT 09-12-19 GENERAL NOTES I. 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. S. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2017 ABBREVIATIONS ABV ABOVE EXT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLW. BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE M. BOTTOM GALV. GALVANIZED CLG. CEILING GFI GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL. GLASS COL. COLUMN GWB GYPSUM WALLBOARD CONIC. CONCRETE GYP, BD. GYPSUM WALLBOARD CSMT. CASEMENT HOT. HEGHT DBL DOUBLE HPS. HOOPS DIA. DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SUDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DW DISH WASHER INT. INTERIOR E.E. EACH END LG. LNG ELEC. ELECTRICAL UN. UNEN ELEV. ELEVATION LT. LIGHT E.S. EACH SIDE L.T. LAUNDRY NB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C ASTM GRADES NI OR NIL, PROVIDE PRECAST 00-90. R LINTELS AS NECESSARY. (I'm = 1500 PSI) 1: ix2 P.T. FOTHER P 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 E EC IC PROVIDER THE LOCATION OF SERVICE AND T. MAX.VIDE 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 RE UIRED. 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. UN ESS NOTED OTHERWISE. BUILDING CODE 6th EDITION 1. BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ENCLOSURES AT OR WITHIN3ALLOGLASSBN ALLLLESSWTHAN (DIRECTION CAN IONLY USING THE 2017 FLORIDA GRAVELCELLSCONCCONCRETE. 60"RABOVEGLASSFLOOR SHALL BE TEMPERED. SIDE IGHTSRS DIG GLASS BE MODIFIEDMIAFFTTEROBTAINING PERMISSION FROM THE PRIMERPRO ESSIONALTOF 3. WHERE REQUI RVICE 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 RA NON METALUC SHEATHED CABLE. VERTICAL: EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WDE, 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 lot FLOOR WINDOWS. THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS ATH 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 BREAKE S WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP PATH 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 AUGNMENT, EVEN THOUGH IT IS IN AN 4, IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH ECTION 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 REMEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• PROVIDE DISCONNECT SWITCH OF SIZE kS REQUIRED BY LOAD AND UNITS. PRIOR TO FABRICATION. REMEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. PROVDE NON -FUSIBLE GENERAL DUTY 3AFETY 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 BREAKI R 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 BEAMS 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 OR BREAKERS FOR ALL B BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL. STEEL 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. 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 APPL ANCES SHALL BE UL APPROVED AND AS MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. MINIMUM T.O. OUT 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND M.O.IN. MASONRY OPENING T.O.B.B. THROUGH OP OF MASONRY BOND BEAM HORIZONTAL: BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN, MONO. MiL MONOLITHIC METAL T.O.S. T.O.PL. 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. O/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 ORE THEN 6 DUPLEX RECEPTACLES. UL UNDERWRITERS LABORATORIES 2. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BOND P.L.F. POUNDS PER LINEAR 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. 14. IN KITCHENS, DINING ROOMS AND DATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.F. POUNDS PER SQUARE FOOT 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 ACCVO DING TO NEC 210-8(a). P.S.I. POUNDS PER SQUARE INCH 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. P.T. PARPN. PRESSURE TREATED PARTITION WC WATER CLOSET WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMB, I' ITH NEC SEC, 410.8. PKT POCKET WD. WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/T.M.S. 602- 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4 FREER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CO TO KITCHEN OR BATH LIGHTING CIRCUITS PLYWD. R.O. PLYWOOD ROUGH OPENING FOR MASONRY STRUCTURES.ATER 10. FOR D OPENINGS THAN MUST BE ENGINEERED AND AHEAD OF SWITCH AND. HAVE SELF C T INED BATTERY BACK-UP. DETECTORS SHALL BE S.C. SOUD CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES17. STAMPEDBYTHE TRUSSRS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS S N,I SIMULTANEOUSLY. S.G.D. SF SLIDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL PREWIRE FOR GARAGE DOOR OPENIlr, NSOR. 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12S UNLESS OTHERVSE 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 NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PRO !'� PER NEC 210.12, REWIRED FOR ALL 120-VOLT, LIFT OVER 4'-O" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDA11ON AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRAN �" IRCUITS SUPPLYING OUTLETS DWELLING UNITS ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN OPEN ID PRODUCT MODEL # MANUF. DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174,10 R12 9100 ND 16080 WAYNE DALTON N/A 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. FROM END -32.2 PSF B FL 17499.1 (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 0 10" O/C MAX. SPACING & 2' ROTA EDGE -32.7 PSF C FL 15349.5 6420 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF D FL-7630.4 PR 3080 DRS THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P= +29.9 PSF +50.0 PSF -50.0 PSF 8" & 14" O/C MAX. SPACING. -32.7 PSF E FL 15349.5 6420 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS 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 F FL 17499.1 SH 26 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 0 FL 17499.1 SH 26 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 -41.7 PSF H FL 15349.5 6020 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16' TAPOONS 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 I FL 17499.1 SH H33 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2' FROM EDGE -36.3 PSF J FL 17499.1 (2) SH 35 MI WINDOWS & DRS SOL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2" FROM EDGE -33.6 PSF K FL 22401.3 12080 SGD MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF 0 12" 0/0 MAX. SPACING -31.3 PSF L FL 15349.5 12014 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -34.8 PSF M FL 17499.1 SH 36 MI WINDOWS & DRS SOL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.P.- +31.9 PSF +55.0 PSF -55.0 PSF 0 10' O/C MAX. SPACING & 2' RN EDGE -34.8 PSF N FL 15349.5 4614 TRANSOM MI WNDOWS & DRS SOL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF 0 FL 17499.1 (2) SH 26 MI WINDOWS & DRS SOL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P= +29.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX SPACING & 2- RN EDGE -32.7 PSF P FL 15349.5 6414 TRANSOM MI WINDOWS & DRS SOL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' RN EDGE -36.3 PSF 0 FL-7630.1 2680 SOL LITE DR THERMA TRU N/A 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF 6" & 14' O/C MAX. SPACING. -34.8 PSF R FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPOONS 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 S FL 17499.1 SH 35 MI WINDOWS & DRS SOL IMPACT 3/16" TAPOONS W/ 1-1/4' MIN EMBED D.. .= +31.9 PSF +55.0 PSF -55.0 PSF 010" O/C MAX. SPACING & 2" RN EDGE -34.8 PSF T FL 17499.1 SH 35 MI WINDOWS & DRS SOL IMPACT 3/16' TAPOONS 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 U FL 17499.1 SH H33 MI WINDOWS & DRS SOL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P +33.5 PSF +55.0 PSF -55.0 PSF 0 IT O/C MAX. SPACING & 2" FROM EDGE -36.3 PSF V FL 17499.1 SH 26 MI WINDOWS & DRS SOL IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 10" O/C MAX. SPACING & 2' RN EDGE -34.8 PSF W FL 17499.1 SH 26 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 01W O/C MAX. SPACING & 2' RN EDGE -34.8 PSF ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS MAX. HORIZ. MI WINDOWS & DOORS 1/4" TAPOONS W/ 1-1/4" MIN EMBED (4) FASTENERS PER CUP TOP & BIN. 37.7 PSF 54,0 PSF -54.0 PSF FL 15353.4 FL 53 83" VERT. ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING UNDERLAYMENT NOA NO. 17-0614-.22 POLYGLAS USA MEMBRANE: POLYSTICK TU MAX SELF ADHERED 1 OR MORE N/A N/A SBS UNDERLAYMENT INC PLIES NAILS AND TIN CAPS 12" GRID, 6" O.C. AT A MIN. 4" PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB. (4' 0/C) W/ 1-3/4" EMBED. N/A N/A PER NAIL BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AD 318-11 AND ACI 301-05. ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 12DO PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS R J ED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 16D0 KSI OR BETTER, AS D DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED PLUMBING NOTES 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 O 24' D.C. ON 0,006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WIT 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LNG , 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 B S, LLED 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 DR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL M, i. E REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED 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' LNG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALT CO PLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. FLAMING MEMBERS W/ NAILS OR STAPLES PROVIDE AT LEAST 1-3/4" PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FLAMING MEMBERS,, AND 3 4 PENETRATION INTO VERTICAL WOOD 4, ALL PLUMBING PENETRATIONS MU`'` BE '! A MINIMUM 10'-0" FROM ROOF JACKS. FLAMING 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 MINIM JM OF If OR THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16' CROWN METAL 6. INSTALL CHASE PIPE FOR HVAC. MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28' MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS el MTL. FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS 6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER 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 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL DOWELS AS VERTICAL BARS ABOVE. 1-1/2' LONG AND .120" DIAMETER U.N.O. 1. ALL HEATING, AIR CONDITIONING, RI IRI 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. 8, REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPUCED 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 RATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2017 6TH EDITION & ASCE 7-10. A�CHM4PTO THE 28 REQUIREM OF THE FLENTS BIII DRiG CODE.IN E "FLORIDA BUILDING CODE MECHANICAL" 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 RC TABLE R301.2(i). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AM ESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD PROPOSED SINGLE FAMILY RESIDENCE BY; v'ES F`0 "'0' G""l J r 1 TACOMA LOT 263 MEADOWOOD COPYRIGHT 2018 TYPICAL "MI" WINDOWS N E (V ■ N . fV m o (0 m 52j„ 25" 1 7- 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" tx, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD P.T. WOOD BUCK P.T. WOOD BUCK �, 38" 70" 38" SH 35 TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN 'J" (35 MM) SHALL CONFORM TO THE APPUCABLE ASTM SPECIFICAT10N AS FOLLOWS: SHAPES, PLATES A- L4S THAN j" (35 MM) THICK, OR : BOLTS - A 307-00 TUBULAR - A500-01a GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PI 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELUNG FROM THE GARAGE SHALL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED GARAGE 3. THE GARAGE SHALL BE SEPARA71 LOAD SCHEDULE LESS THAN r (12.7 MM) GYPSUM B LOCAIlGN La 12M EARTH 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. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 15 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 zx 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 X99"H X99'H X99"H X99"H X99"H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 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 INSTALLAT10N NOTE: DOOR BUCKS USED MAY BE 24 5/4" BOARD OR ix6. CONCRETE SCREWS USED TO SECURE THE DON FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REWIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND # DETAIL SCALE DETAIL DWG SCALE SECTION Owa SCALE SECTION Dwc. SCALE # INTRIOR ELEV. SCALE B# BEAM LABEL AREVISION rnN NORTH ARROW W Jam- BREAK LINE o s• .• x• GRAPHIC SCALE scnte: i�r`�, REV CODE ST. Lt W w LL w J J y W LL � j z Z O 3 61 o Q O a d 5 0 a I ♦� v1 O O cT ra � O C'(.n 7E Lu a CL o c aj fl�C) �aj ?aj aj q O C3 B w r0 S c0 y .a rn Y a N ,U-1 c o ra +o c aJ Q-a-u E Q OV E 'q O R Lu .2 E $ n0 E N 0) O c o u ~ O Ln mO O Y lu Lii w E u f m Z Ln CD N u 0 �SOLID OR HONEYCOMB CORE STEEL DOORS NOT UTE FIRE -RATED DOORS. R TING THE WALLS OR COUNGS SEPARATING THE C STRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) 0. 1 E rEI IAL AND SHALL HAVE NO OPENINGS INTO THE1IS 0 FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT Uj ID APPLIED TO THE GARAGE SIDE. U-)a r- WING INDEX 0m o r1 COVER SHEET U •1 FOUNDATION PLAN Z 2 FLOOR PLAN i C. ELEVATIONS CD i (/��J,CD SECTIONS 0) 5 STRUCTURAL PLAN ,. J 11 TRUSS PLAN _ N!,� LO ELECTRICAL PLAN p � C`'i 1 MECHANICAL PLAN x CAB e 1``• 1 ):2 INTERIOR WG.> ELEVATION 3 RECEIVFI IC# COLUMN LABEL Fp U ;vs per, fitting Jeparernent ,O FOOTING LABEL s� ucie County I_ZlTF I� ELEV �U'-0' FIN. FL. SLAB-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 �� t�►� 1� a ED FOP 9E.IANCE COUNTY /Z � z Q IL O~ O E� O W ,y I '� 1 O U e County N Q W (J 1/4" = 1'-0" U.N.O. SH C-1 W=26 • 8" FIBERMESH OR WELDED WIRE MESH SEE FOUN, NOTES FOOTING REBAR SEE FOOTING SCHED. U N ( ,, Sc O TYP. EXTERIOR CONT. MONOLITHIC FOOTING g" MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS )4:511 ^- .1 FIBERMESH OR W.W.M. FOOTING REBAR SCHED, SEE FOOLING SCHED. OMIT CENTER BAR WHEN 38 ONLY (2) REGO. EXT, CONT. MONOLITHIC MOD POST, FBERMESH OR SEE FRAMING PLAN WELDED WIRE MESH PAD REBAR SEE F0077NG SCHED EDGE BARS ALWAYS REMAIN. SPACE 07HERS EQUALLY.� wn, Ar SEE SCHEDULI IN . MONOLITHIC MASONRY WALL BEYOND PAVER RECESS CONIC. BRICK PAVER SET IN SAND SLOPE PER SURVEY =]- FOOTING SEE SCHEDULE W FIBERMESH J N a OR W.W.M. s 1-/5 CONT. 3" MIN, COVER 1 34 THICKENED EDGE #1 CONC. ? COLUMN MATCHING DOWELS 1�;f4EQ 48 BAR DIA. MIN. GRADE'W STD. HOOKS I�J . 4. PAD REBARE0. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE SCHED. REMAIN. SPACE OTHERS EQUALLY OISOLATED PAD 8 MATCHING DOWELS FOR COLUMNS 48 BAR DIA. FIBERMESH OR MIN. W/STD. HOOKS WELDED WIRE PAD REBAR MESH (SEE y SEE FOOTING SCHED, SCHEDULE) EDGE BARS ALWAYS I REMAIN. SPACE I 'I OTHERS EQUALLY. E0. E0. SEE OTHER DETAILS FOR SEES EDULE F0071NG BEYOND 19 EXT. MONOLITHIC AT PAD CONC. POURED FILLED — CELL W/ STL. PER PLAN 48 BAR DIA. SPLICE 87x8" PRECAST a LINTEL. SEE LINTEL SHOP DMS, 41 FILL COLUMNS AND LINTEL SOLID W/ GROUT f8"x8" FILLED CELLS W/ 1/5 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE ni SEE BEAM SCHEDULE FOR REINFORCEMENT 481BAR DIA. FILL COLUMNS SOLID 8"x8" FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN DOWELL & EPDXY (1) #5 REBAR INTO SLAB FILLED CELL LOCATION IN OVERHEAD GARAGE DOOR 4" MIN. EMBED. INTO SLAB CONC. SLAB & OHD RECESS MONOLITHIC - --- ---- FOUNDATION PER PLAN 20° DRIVEWAY / GARAGE INTERSECTION FOOTING SCHEDULE MARK SIZE WxO REINFORCING DESCRIP77ON DETAIL NO. F-1 20" x 18" X CONT W/2 #5 CONT. EXTERIOR MONOL17HIC 1 F-2 20" x 18" X CONT. W/2 J5 CONT. EXTERIOR CSS OLI7HIC 38 F-3 2'-6" x 2'-6" x 12" W/3 15 E.W. BTU. ISOLATED PAD 7 F-4 2'-6" x 3'-0" x 12° W/3 #5 E.W. BIM. MONOLITHIC 0 PAD 19 F-5 2'-6" x 2'-6" x 12" W/3 #5 EW BTM. PAD 0INTERIOR WOOD POST 6 F-6 4'4" x 3'-0" x 12" W/4 #5 E.W. BIM. ISOLATED PAD 7 TE-1 10" x DROP x CONT. W/1/5 CONT. THICKENED EDGE AT DROP 34 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION CONC BLK. W/ I FULLY GROUTED CELL W/1-15 VERT 8x8 AT 6'-0. 0/C MAX AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-0" WIDE 8x16 CONC. BLOCK W/1 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONC BLOCK IN FULLY GROUTED CELL W/ 2-/5 VERT. IRREGULAR 45' MITERED CONC BLOCK IN FULLY C_4 BLOCK GROUTED CELLS W/ 2-#5 VERT. 12x12 C-5 BLOCK CONIC. BLOCK IN FULLY GROUTED CELL W/ 4-/5 VERT. EACH CELL 4"X4" C-6 WOOD POST PROVIDE BASE AND CAP AS NOTED ON DETAILS MISSED COLUMN STL. DETAIL mN N b i h a I Mimi HB (2) S 35 a HEAD 8'-0" •• •• ®® c5 ��� -------- -� F3 L_— F3 L -J m 17'-0" m °? 5'-8" 7'-1" 14'-3" a mm F1 o o (2) S 1 26 W 11" 3'- 1/2" P-5" ~~ 4- 00 A :r FGFG ABVGH 0 A4 HEAD 10'-0" SGL LITE C2 ® ® • • ®•• ° e I _ " M U I F1 a = m o F1 FORM SHOWER ® I o 4 9 I 1 1/2" LARGER ON = F1 SIDES THAN ACl FINISHED 0 -0" 8'-0" -0 SHOWN H THEAD SG T N 6" SH W/ 120PANEL) RECE, N C b L--��------------ � -1 F1 " I ® I F5 I I I F1 I NOTE: ALL COLUMNS ARE Cl U.N.0. /;T rnEll j SUPPLY PLUMBING & o �° ELEC. TO ISLAND UNDER SLAB JII C_ L_ _ 21'-2- I 0 0' On FIN. FI OOR SLAB —8° ® 3'-10" FORM SHOWER PAN — — — — — — 1 1/2" LARGER ON ALL — — — SIDES THAN ACTUAL ao FINISHED DIMS. F2 I SHOWN HERE LT ® 6" 6" SHOWER N c I RECESS ® I O O 10-_4„ 31_9" 8" r-,1a" — 2, 4— — -g 7 — — 4�-,D• TE-1 2'-1. F1 7 - -I� IO I II J — ---- -- --- v 3080 DR W/�� ° ® F1 SIDELITE & ARCHED — ° — — FG TRANSOM ABV — — — — — ------- - C2 -I 4" Z E w F1 GAAGE SIDE F1 WAL L — — — — — — — a — — J "I • ® •® ®® I \ NOTE:\\\\ RECESSORMI/2RSM LLER THAN DEMISING ACTUAL ® ® ® ® ®® ® C2 () SH 25 C — \\ \ FINISHED DIMS SHOWN HERE SH 25 SH 26 S-11" 3'-10 1/2" ARCHEDIB HE HEAD 8'-0" HEAD 8'-0 g'-1 1/2" G ABOVE b \ \ 3 8 4 3'-2" 8" \ 7'-9 1/2" an • •• • I \\\\ --- �----J (CF4, l �3 \\\ F6 C2 \ 2 C \\ m m FIS I 8" W X 5-)f D RECESS LINE CH AB c o I FOR PAVERS (FOOTINGSE 5'-2" 12'-6" 2'-8" 23'-2" 8'-0" DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 6" W X 3/4" D RECESS BEHIND (SLOPED) _ Li O N F1 SLOPE 2" -5" E b I EXTEND 5-1/2" DEEP RECESS 4" PAST EDGE OF OPENING, TYP. :L/ FINISH EDGE OF CONCRETE AT RECESS, TYP. F2 L- - - - - - - - - - - - - - - - - moo C3 Iasi is al in ® • SH 26 ®® S 26 II SH STEP OU HEAD 7'-4"S EP 0 THEA 7'-4" TEP 0 �TR ®CO�. F C L (TR ® C C2 24'-4" -11" I. V-11" I. 2'-0" ®I no I i I \\ I \\ I I F2 I I ELEC. PANEL I "3 PLIAIN IE C OUN M 2 CONIC. PAD b I •o I N b i� PROJECT LOG ISSUED FOR PRECON OS-16-19 ISSUED FOR PERMIT 09-12.19 w [i cp cp w a w W Lu J J ? 7 L W w cf K ;9 A LL W U Z i A � Z e t 0 a 0 Ln O c W ono 0 Q,Uvl Cl = O on a��i s B ID L2 c c m c � o �(D �W�� a Q o Eon ou aa. O m w 00 E0 +u E a� 2 o(2 4� cf6.� O 0 �n c a = cn = +� c g (� W ai 0 u.i E i a a co vo en o z C is o. C u- 0 A Z 00 [..I O 0 w N J Ow 2 1/4" = 1'-0" U.N.O. FOUNDATION PLAN A-1 -zs ST. I DRYER VENT DRYER VENT LOCATION FRONT VIEW TYP, ARCH ELEVATION TYP, ARCH ELEVATION C 9'-4" CLG, C 11'-4" CLG, CALCULATIONS TOTAL U/A 2525 S.F. COVERED ENTRY 128 S.F. COVERED LANAI 327 S.F. GARAGE 689 S.F. TOTAL AREA 3669 S.F. ADDITIONAL NOTES: 1, STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 7'-0" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO V-0" A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE, B. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS 7. IMPACT WINDOWS. CEILING TYPICAL 0 16 FINISHED FLOOR SOAP NICHE z J D- 0_ 0 Ln w w w 6'-6" 0 io I '� AC 12" AC CONC. PAD DETAIL N.T.S. TOTAL AIR VOLUME CUBIC FEET = 23482.5 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. i CEILING AND WALL FINISHES SUCH AS PAINT SHALL )MPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE 200. IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS DELETE ALL MEDICINE CABS THROUGHOUT PLAN 3//4" THK TEMP TOP OF KNEEWALL W/ PT FkAMELESS GL 2X TOP PLATE & 1/2 W/ CLIPS PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2" WALL CAP JlLr& KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER TUB SIDE KNEEWALL W/ DRYWALL TILE FINI H FINISH THIS SIDE CL c� o ROMAN SHWR M � PT 2X SILL PLATE L L L L , LLLLLL LLLLLL • '. .4e '. •.. .. .. ..r•. LLLLLLL TYP. KNEE WALL SECTION 1/2" = 11.0" (2) /10 S.M.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE 0 TYP, WALL SECTION CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) 110 SMS 0 24" O/C 25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 0 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" O/C i CONC. FLOOR SLAB HILT! PINS .145" DIA x 1" LG. 0 16" 0/C W/ i" WASHERS INTERIOR PARTITION A-2 3/4• = 1'-01, (2) 110 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 - STUDS 0 16' STUDS 0 OLEN(GTH L 2X4 0/C) W11 FULL 4LAYER 0 1/2" TYPE GYPSUM WALLBOARD 0 APPLIED VERTICALLY & ATTACHED W/ i" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145" D/A x i" LG. 0 16" 0/C W/ 1" WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4" = 1'O" 35 8" F- ---------� 2'-0" 10'-8" ® I I jMASTER SUITE 9'-4"/10'-4" CLG. ® J ----------- FLAT ARCFFo N SPRING I TOP ®8'- FLAT ARCH DST11 SPRING 0 7'-10" l SILL • 42" A.F f k-1 17'-0" 17'-0" m ro mm do 00 �� A COVERED °P ' ABV. P %)16 H H A4 LANAI BLW. D FG B\ ll'-4" CLG. (ABV MAIN SLAB) ai 8'-0 I M PAVERS CROWN 3 NOOK 11 I ABV( BLO12080 SGD (4 PANELS) W 16" HIGH FG TRANSOM ABV OR x-I � U �-I za � N O — — — — — — — — — 1 FLAT A CH '-10 RING 0 ® -6" I 1—'-2°TOP "p I 2680 0 L 8SL ZS 9 26 8xFMRLL 0� _x L4 --- --2— Y 5-4"3'-6 o I °SOD z ? ICRt7WN INCLUDES CO)F El I "IGREAT R00M 11'-4 TO 12'=4" COFFERED CLG. I • HERS ISLANDI , ° I ' Dw J II C— �lO 9'-4" CLG.' y� r Do NCI I. (V � I N O m 4'-0" y p" u 3 j 60 ~o O x Q O BACKING FOR CABINETS 0 36" - 56" IIII F�Ilil.7'�!F3' I gv�1 IIIIIn O Y 96" A.F.F. O z _ a N m = — — J L — J L— CROWN 8x8 DRYWA- BEAMS KIT o N 3 --1---� �— 11'-4"C o �® I II II I Li 4'-2" 1'-4" a'- 1'-1°" 2" I BEDR00 Iff ROMAIT SHWR I I — —R F 2680 9'-4" CL xN— ��a" ---J L— -- JJ-- C a N ® MASTER N a .*ate BATH 6' S 1 /2° 1'-4" o 9'-4" CLG. FL T ARCH < M Y FLAT AROH - No ;o SPRI G 0 9'-0" o SPRING ®T- 0" I 1'-5" .v 3' 10'-6" TOP a 10'-6" ~ TOP a 8' 6 80 BP H — — - SOA NCH I -10 1 2' ® P� M DRAWERS d _0• 5 9 1/2 °, N BACKING FOR — _ / '- UPPER CABINETS LI EN 0 0 �RQWN IN ELIDES CO ERA FROM 36"-96" AS F. � 5 SH F YER L•T• x 1q'-8" TO 1 '-8" COFF CLG.I I I 5'-6" x 3'-8" " . 3'- " 7-0" V a " I �� UTIL" 2 Ms �`I =o CROWN N �~ DEN IQ�a r®I �o DINING 7 I--�� —� 9 LINEre � w o OPT D OP W 9'-4" C I i l'-4" CLG. -3• — I� G BACKING FOR — UPPER CABINETS 7' 9 1/2" ®96" A.F.F. — — — ll'-0 1/2" GARAGE SEI',AR/y�fION ®oom 0CL®®— n REQUIREMiNITS PER PR 0 DR 5 18'-0" R3' 2.6 8R B E W/ HED F D G 0 ABV BLV, ® lam m imilillis millilms. i viiiiiii®• ® PORCH O(0(2/ SH 26 rl W FG ABV. SH 26 OS 26 14'-0" CLG. ABV. BLW, o (ABV MAIN SLAB) EN 2'-6" 7'-9 1/2" 6'-9 1/2" 5' 20 MIN. SOLID CORE — - ® PAVERS r ��F� DOOR W/ RIVETED I PULL ON STAIR �! LLl — — — — OVESIZED an ® WEATHE RSTRRPPING L W/SW. LT N -I I m m m m 0o 2 CAR GARAG C {� N ! Ci Cl m cd m m m o o 0 0 o m m I SMOOTH COAT ao STUCCO FINISH I EXCEPT AT DRYWAL,] x I O ATTACH P.T. 2X8 0 ABV, GARAGE DOOR 3'-8" 5'-2" 3'-8° 3'-1" 8'-0" 2'-8" PER MANUR SPECS 8' -0" 1'-5° I o EE DETAIL SHT. E-1 o IjA E-OUT fE & CHASE I I= 8" 23' 0" ELEC. PANEL 8" I I HO„ A BIB I A4 -------J CH ® ®® ® ® o BH I� �I OSH6 ��10426 12'-6" 23'-2" T. -11" I. V-il° I. 2'-0" PROJECT LOG ISSUED FOR PRECON 08-16-19 ISSUED FOR PERMIT 09-12-19 Lu a cp 0 cp Lu a =LLT u W Z n. z 3 C n LL J LL h r w Z <° Zc L 0 a 0 i Ln roo of co ,n .0 •� N C ai �O ? 2: a N ccl)�O Q cn,y c O �' r5 w L ,u_� o L� R.C7 vi C Ln (31 Ce (V ro a o °) c o 12E E no o E a� o = -c �' p c v ~ O = rn 'a 0 ui ani E b m c' _N a � Z v c Z O O u_ F�1 �y 0 E-- 0 0 Lu N 0 U � J ' W i Lf 1/4" = 1'-O" U.N.O. FLOOR PLAN A-2 Aw - 263 V11t1YL.�►�r? 0 9eruMn««-^ WINagfyNens Product Submittal,Sheet vinyloorp.cam 1 8000 NW79th Place P3054 76464 Ciatkwestorn Dietrich 4u fl Systems LLC Miami, Florida 33166 F 305.471A108 a=6 -0 Soffit Vents (One Piece) EDGE ZONE Continuous one-piece Soffit Vent with reinforcing rib to key into stucco &amp; plaster. it: silE td° ik'nE r E, it H", NOME CS58-300V 5181, 3" wide vent (one piece) 511 overall width, perforated flanges 15 ✓ �;/ 3" Soffit Vents -Continuous one -pieta Soffit Ventwith reinforcing rib to key into stucco &amp', plaster. Vent Clips are provided to connect Soffit Vent and to assist in alignment. Vent area: 15 square inches per lineal ft. Caulk all intersections, buttjoini ends antl corners at time of installation. MEM Product Submittal Shoat VINYU::;ionp A Ohi C1 vinyicarp. cam I 800C ir"9ih Pace 'ii P305. 4776464 O/ir11lii(Yji w1ilifIrts�yol Clorkwestern Dietrich Building Systems Ll-C Miami, Florida 33156 F 305A77 4108 6" WIDE STUCCO SILL 10�il� [I! Its I I all L?41 pal Mid Wall (M Style) Control Joint - - - - - Designed to relieve stress and assist in controlling cracks in exterior wall finish. Intersections of Ts ON a, D.P.= +31.9 PSF D.P.= +31.9 PSF BLW. D.P.= +29.9 PSF D.P.= +33.5 PSF ABV. BLW.D.P.= +29.9 PSF D.P.= +33.5 PSFABV. available. L'•a, O -41.7 PSF O -34.8 PSF O -32J PSF 0-36.3 PSF O -32.7 PSF O -36.3 PSF 6" WIDE SNCCO SILL 1578-50UL 7/axl/2" 3-1/2"solid flange,1-3/4" perforated flange 16 y � Mid Well Control Joints -Designed to relieve stress and assist In controlling cranks in exterior wall finish intersections of Ts available - US Patent Number 7,757 450 Caulk all intersections, butt joints, ends and corners at time of installation. ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED O 3,669 (SQ.FT.) x 144 = 528,336 SO IN. / 150 = 3,522 SQ. IN. REQUIRED NET VENT AREA 15 SQ IN. PER LINEAR FT. (235 LF) VENT = 3,525 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE TILE 901 FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES - 024" 0/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN/ ELEV. GALV MTL. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMEN71TOUS FINISH ON METAL LATH W/ 3" CONTINUOUS VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMEN17TOUS FINISH OVER B" CONIC. BLOCK NOT TO EXCEED 5/8" THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0" FIN. FL. SLAB e 12 6 INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANE. "71X2 8" DRYWALL OR 1/2" "TOUGHROCK" R EQUAL) APPLIED TO a=6'-0" delDERSIDE OF TRUSSES EDGE ZONE FIRE STOP I NT. 871 MASONRY BOND BEAM P. O.H. 115 CONT. TOP & BOT. - FILL W/ CONC. NT. METAL POUR STOP 2" DRYWALL I P.T. FURRING 0 24" 0/C EXTERIOR BLOCK WALL TO BE Ci101010.0014 MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS • • . • ". '• III -I � I_I . II -III rfi- a=6-0 EDGE ZONE I I I I i�6 D.P.= +31.9 PSF ABOVE: BELOW: PSF 0 -34.8 PSF D0 -36.3 PSF +33.5 PSFD -32.7 PSF ❑ FIXED GLASS 11 D� O36.3 PSF O-36.3 PSF FLAT CONC.TILE �--��Ulm _®R ■�S fa���lll�■S ----- = -- = -- -- - D.P.= +31.9 PSF D.P.= +31.9 PSF MEDIUM TIOUSEXT FINISH ON 0-34.8 PSF&34.8 PSF MASONRY CONSTRUCTION, TYP. DITIONAL ELEV ON a=6 -0 EDGE ZONE I I ABOVE: BELOW: D.P.= +31.9 PSF D.P.= +28.5 PSF 0-34.8 PSF 0-31.3 PSF 14'-0" T.O.B.B - DEC. STUCCO BAND 10'-B" T.O.B.B. 9'-4" T.O.B.B. 12" X 36" DEC. PRECAST MEDALLION OR STUCCO DETAIL, TYP. OF 4 DEC. STUCCO BASE _0'-0" FIN. FL. SLABOL I III 9'-4" T.O.B.B. OL MEDIUM TEXTURE D.P.= +29.9 PSFO CEMENTITIOUS FINISH ON -33.6 PSF MASONRY CONSTRUCTION, TYP. REAR ELEVATI �i ICI ICI I -I ICI ICI ICI ICI ICI :! IN [WI IN IN ICI IN ICI ICI ICI I01n1-100 IN 1�1 ICI ICI ICI ICI ICI ICI ICI ICI �c� I�■I I -I ICI I�■I ICI I!I ICI ICI D.P.= +28.5 PSF 0-32.2 PSF LEFT ELEVATI 0'-0" FIN. FL. SLAB 14'-0" T.O.B.B. 1l'-4" T.O.B.B. 10'-8" T.O.B.B. 9'-4" T.O.B.B. - 0'-0" FIN. FL. SLABAl PROJECT LOG ISSUED FOR PRECON 08-16-19 ISSUED FOR PERMIT 09-12-19 W a W w W D LL L w w Z O of D h Z J r M N m ZJ Oa 0 0 Qa an ++ w o rn C C t C c to A a :25W O 0 O O � z c C an d a s c O 06 = � U C7 vi C VI C W �. dC O_ L.• c �, O C to C to C u5Em O 1 O"a cL 2 s aj Cn c c p L7 O N O o ro N o N 0 Z N u -O I 0 I E I L0 t/3 �CC C e allMLO C.) 0 ca U �0 ^ i- C O O E 2 a T 1 0) U "a a - I" Wing of LO CV tl t � a O U_ O ail A Z 0 Ov C-+ O W NO U a J W U 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 TYPICAL WALL SECTION SCALE 3/4" = 1'0" REVIEWED )DE COMPL r. LUCIE CO BOCCI PROJECT LOG ISSUED FOR PRECON 08.16-19 ISSUED FOR PERMIT 09-12-19 a=6'-0- EDGE ZONE / I I STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) COVERED LANAI D.P.= +33.5 PSF ABOVE: D.P.= +31.9 PSF BELOW: -36.3 PSF O -34.8 PSF O TYPICAL INSTALLATION „ WINDOW ASSEMBLY MARBLE 1/2" DRYWALL FASTENERS AS REQUIRED CAULK BY WINDOW MANUFACTURER o CAULK SEAM AT ° °' 'MORTAR OR .< WINDOW INSTALLATI :. GROUT °' .� *@ONTRACTOR 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 ° • "''. • -aSET SILL IN FULL °' ' 'G r .moo' " • MORTAR BED AND HEAD JOINT !.,,'••:.":;',: ':: STUCCO OR :. ,',. 'A •. DECORATIVE u / CEMENTITIOUS COATING FURRING TO ' ,+ MASONRY WALL 8' C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION -- -- -- -- -- — -- D.P.= +33.5 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF O-36.3 PSF 0-34.8 PSF O -34.8 PSF PRE ENGINEERED WQA-TR @ 24" O/C PICAL R-19 INSULATION AT ALL VERTICAL — KNEEWALL LOCATIONS PER ENERGY CALLS R-30 INSULATION AT AIR CONDITIONED — CEILING LOCATIONS °a 0 I N 0 ° D.P.= +33.5 PSF O-36.3 PSF RIGHT ELEVATIC STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) KITCHEN BEYOND �?. TOPENING DINING o .a ®®®® ®® ® � N ROOO M I N FOYER CO . ENT GREAT ROOM LOW WALL Y ®®®®®®® A -A SEC' CONC. COLUMN WEATHER STRIPPING BY DOOR MANE. GARAGE DOOR GALV. SR. VERT. TRACK BY MANE. FASTENED TO TRACK BRACKETS W/ 114'-20412' CARRIAGE L [=GALV. BOLTS & LOCK NUTS SiL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'xl-1/4" LAG SCREWS L-2xg P.T. ATTACHED TO IMIJ.'S METHOD OF COLUMN W/ 5/8- WEDGE iTTACHMENT SHALL ANCHORS 0 2-0' 01C VERT. 'RECAIL OMPLMETE INSTRUCTEN IONS (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. ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2' CASE HARDENED CC NAILS AT 12" 0/C. MAX. CONIC. OR MASONRY L1�— DRYWALL BOARD CAULKING ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS 012 O/C. MIN. 1-1/4' El ERIMETER SEALANT STUCCO FINISH HEAD DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS ALUMINUM FRAME 012 0/C, MIN. 1-1/4" EMB D SECURE FRAME TO SILL WITH SILICONE PERIMETER SEALANT CAULKING STUCCO FINISH CONC. OR MASONRY lx2 MIN. P.T. BUCK SET IN OOO .° ° QO SEALANT AND NAILED 10 .0 a o°O W/1-1/2" CASE HARDENED COIL NAILS AT 12" O/C. L MAX. PRECAST OR POURED SILL W/ 15 BAR DRYWALL BOARD CAULKING PERIMETER SEALANT JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 iTUCCO FINISH 'ERIMETER SEALANT ANC. OR MASONRY x6 P.T. BUCK SET IN SEALANT AND NAILED 9/1-1/2" CASE HARDD 'OIL NAILS AT 12' O/C. AAX. )RYWALL BOARD ;AULKING )OOR FRAME ASTEN TO BUCK W/ 2) 3/16"x2-1/2" TAPC SCREWS 0 2'-0" 0/C JAMB/HEAD DETAIL (S.G.D.) DOOR FRAME FASTEN TO BUCK W/(2) 3/16% 2-1/2" TAPCON SCREWS 0 2'-0" O/C FLOOR COVERING tl�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 & 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. 3 : 0'-0" FIN. FL. SLAB 14'-0" T.O.B.B. OL ll'-4" T.O.B.B. OL 9'-4" T.O.B.B. OL 0'-0" FIN. FL. SLAB gC CONIC. OR MASONRY 2x6 P.T. BUCK RIPPED TO WIDTH OF DOOR JAM SET IN SEALANT FASTEN W/ 114" DIA. x 3-114' TAPCONS 3" FROM E.E. AND iP" 0/C MAX. DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #6 GALV. x 2' SCREWS 0 2'-0" 01C DOOR TRIM PERIMETER SEALANT STUCCO FINISH JAMB DETAIL (DOOR) DOOR THRESHOLD SET �— IN BED OF CAULK & FASTENED TO SILL W/ #8 x 1 1/2" SCREWS 0 18. O/C TPERIMETER SEALANT r -FLOOR COVERING CONC. FLOOR SLAB PERIMETER SEALANT STUCCO FINISH SILL DETAIL (DOOR) tEVIEWED I DE CONIPL LUCIE CO BOCC E W uj ik _j W d Z) ui W Z FJ W 3 K ym M1 V Ol m,p �l S LL LL U z 0 a N z= Oa t V) O m _—�2 � � o ch 20 ,s C) V) -0 is d ]L •t0 G�J OJ > CO }' — Fa i m o c cu o -0 m o pLu Q Iv �_` o +_- "' C tJ] .2 C cu ,L_ C -0 OL 0 ` Q o a s = c! Ot O CO C=7 N N co .0 R U IY 2M c a B: 1 0 Lu zolv LCD r E CZAR u _c 0 CIS U _° > i o c U C — U J W o N ps ® LL ® A Z 0 E..x 0 0 o w CV QJ U 0 W 2 1/4' - 1 -0 U.N.O. SECTIONS ELEVATIONS A-4 Wm26 ENG. AND APPROVED WOOD TRUSSES SEE TiP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG COND17ONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. WIT. SPECIFICA77ONS \ _ SEE PLAN lzpr 4'-0" MAC/ - CONT MASONRY BOND BEAM - CONT. POUR STOP - 8" CMU WALL 1 A5 CONNECTION DETAIL USP KCCQ44 OR SIMPSON CCQ44sds2.5 FASTEN PER MAN'F. SPECS 56801 MAX. WOOD POST SEE FRAMING PLAN (6) 1/4"x2-i/2" LG. SOS SCREWS TO POST SIMPSON HDU5 HOLD DOWN 56451 MAX. (1) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED. NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS 0 24" 0/C SIMPSON MGT W/ 22-10d NAILS INTO TRUSS CONC. TIE BEAM OR MASONRY BOND BEAM I INTO BEAM W/ANCHOR 5" MIN. EMBED. SETIN EPDXY MAX. UPLIFT = 3965# 4CONNECTION DETAIL 1/2" DRYWALL OVER TYPICAL FURRING I EXTRA LAYER OF 1/2' DRYWALL SURRONDING FRAME ARCH TYPICAL FURRING APPLIED TO SHEATHING 19/32 PLYWOOD ARCH SECTION A5 CONNECTION DETAIL FASTENERS ALLOWABLE LOADS SIMPSON MODEL CMU CONCRETE UPLIFT GRAVITY NO. HU28 6-1/4"x2-3/4" 6-1/4"xi-3/4" 575 LBS. 2400 TITEN 71TEN HU210 8-1/4"x2-3/4" 8-1/4"xl-3/4" 575 LBS. 2400 TITEN TITEN A5 CONNECTION DETAIL VIEW PRE-ENG 40. TRUSSES 0 24' 0/C (SEE CONNECTION SCHEDULE) CONNECTION DETAIL 6OIC AT PANEL EXT. GRADE ES & NAILED A5 FOR THE REMAINING FIELD W/10d NAILS 2xB VERTICAL. NAILED TO ROOF TRUSS W/ NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-i6d NAILS PLAN I (3)10d NAILS, NOTCHED AND TOENAILED W/ AT EACH TRUSS (3) lOd NAILS TO PLYWOOD ON BLOCK WALL. FRAME KNEE WALL 2x4 STUDS 0 24' 0/C (3)1/2"x6" PCS EXTERIOR PLYWOOD W/ 19/32" EXT. SHEATHING I CUT TO CONTOUR OF ARCH, SHOT TO TOE NAIL TRUSS TD CAP �/ WALL W/ 3" PINS 0 12" 0/C (1 1/4" EMBED) 16d NAILS PRE-ENG. WOOD TRUSSES BOX -OUT DETAIL SEE WALL SECDONS % ACTUALAL HEEL AND A5 OVERHANG CONDITIONS SCALE: i 4 = 1-0 NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-i6d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24' O/C W/ 19/32" EXT. SHEATHING TIE BEAM OR BOND BEAM TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG. WOOD 7RUSSES 5/8r WEDGE ANCHORS 0 24 0/C SEE TYP. WALL SEC71ONS EMBED 'xl 'STEEL WASHERS ACTUAL HEEL AND OVERHANG CON017IONS T22 STRAP FASTEN TRUSS 2x4 CROSS , BLOCK 0 24' TOP DBL TOP PL W/ (7-10d) O/C TYP. TOE NAILS EA. SIDE NAIL EA. END STRAP DBL. TOP PLATE TO STUDS W/(3) 16d W/ 1'x18 GA. "U" STRAP OVER NAILS TOP PLATE AND DOWN EACH SIDE TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-i6d W/(6-10d) NAILS TYPICAL NAILS EA. STUD 2x6 STUDS 0 16" 0/C b STRAP BOTTOM PLA TE TO STUDS CONNECTION DETAIL W/1-i/8'x18GA. "U"STRAP UNDER A5 ALLOWABLE LOAD 1061 J/TRUSS UPLIFT BOTTOM 6-1 ) NAILS TYPICAL SIDE 2x4 CROSS 6 BLOCK 0 24" 5/8- WEDGE ANCHORS 0 24° 0/C 0/C TYP TOE W/3 x3 x1l4 STEEL WASHERS NAIL EA. END EMBED (4 ) MIN. W/(3) i6d TIE BEAM OR BOND BEAM (16) WSJ TO G.T. NAILS TYPICAL TRUSS CONT. 20 RIBBON W/ 3-16d NAILS EA. STUD SIMPSON KECCQ44 APPROVED EQUAL. 71 9 CONNECTION DETAIL 7105�' UPLIFT MAX. A5 ALLOWABLE LOAD 1061 1/TRUSS UPLIFT (14) WS3 TO WD. POST WOOD POST SEE FRAMING PLAN SDS THROUGH POST "SIMPSON HDU5" HOLD DOWN OR APPROVED EQUAL 5645/ UPLIFT MAX. ,(i) 5/8" DIA. WEDGE ANCHOR 4" MIN. EMBED, A5 CONNECTION DETAIL 4 CONT. 2x6 P.T. BUCK FASTENED TO LINTELS W/ 1/4 x3" LG. TAPCONS 0 12" 0/C MAX. AND TO BLOCK OR CONC. W/ HIL71 DNI-62-PB 0 8" 0/C MAX. 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAIL TO BUCK AT EACH END W/ (4) 16d NAILS. EDGE OF MASONRY OPENING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 20 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x i-i12" COIL NAILS 16 17 SECTION HB 15 "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT PPPIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 8F24/181T 2 4'-0" 10000 250 7184 100 8F40/1B1T 3 4'-0" 10000 250 7184 100 BF40/iBiT 4 3'-6. 10000 235 7428 114 BFi6/1BiT 5 5'-4" 5809 264 3057 128 BFi6/i13iT 6 5'-4" 5809 264 3057 128 8F16/1131T 7 3'-6" 10000 104 7428 81 8F16/1B1T 8 4'-O" 3429 980 4771 275 BRF38/iB1T 9A 7'-6" 1078 0 733 0 8F8/1B1T 9B 7'-6" 2882 1000 1548 300 8F16/1B7T 10A 5'-4" 1773 0 1135 0 8F8/191T 10B 5'-4" 5809 0 3057 0 BFi6/1BiT 11A 13'-4" 504 0 396 0 8F8 iB1T 11B 13'-4" 1576 919 711 297 8F20 1BiT 12 5'-4" 5809 250 3057 120 BFi6/1BiT 13 14'-8" 1079 197 477 160 8Fi6/161T 14 19'-4" 736 313 323 240 8F16/1BiT 15 1D'-6" 1664 353 830 120 8F16/iBiT 16 3'-6" 10000 465 7428 205 BF16/161T 17 7'-6" 2882 233 1548 103 8F16/181T 18 4'-0" 8859 250 5572 100 BFi6/iBiT 19 4'-0" 8859 1043 5572 531 BF16/iBiT 20 7'-8" 693 0 525 0 8RF6 1BiT 21 7'4' 10000 674 3182 230 BF40/191T 22 7'-6" 1078 0 733 0 8F8 1B1T 23 7'-6" 1078 1183 733 429 8F8/iBiT 24 4'-0" 10000 250 7184 100 8F56/1B1T 25 9'-4" 1 4899 1 329 2197 269 8F32/1Ell T 26 9'-4° 1 4899 1 329 2197 269 8F32/1B1T 14 I IAll! �Ill�i W, A4 7 AB BLW 11 C ---- 7 I I I I 11■III��I , ® rJlllllll�lI I I II■lI I I I I A A4 22 )I 23 4- I IN ABV B BLW A W 13 liffillill llb.� K Fi m7l Film �� cs ad 0 I O f3 4 A5 3 3 12 PULL DN STAIR W/SW. LT. 9'-4' T 10'-8" REVIEWED F® I3E CCMPLIAI . LUCIE C®U 770cc 7 5 0 kFJ PROJECT LOG ISSUED FOR PRECON 08.16.19 ISSUED FOR PERMIT 09-12-19 Lu a 1 ILu a M LL W K V h z J n o Q m0 a J o Q Z o `a Q �15 15 01cn L C oa o p o,; +1 a� 2 'in E Q1 +�o� u C=7 vi 'o c �n �G � 03. (LID,` c 0 _ o �a o a� o a o � r�o Eon aoiz_'+�cn c� C E -5 o ca w 0 o c o E a�i a w o > C"a@ca a (D iii o E u m o ru —0 z L eI E 0 ox molLo l L r iu O QV i 6 (5) C 0 0 r (� v � �j m ^, Z 0 J L.L O Z_ Ou QO W N 0 UJ ' OJ W 2L V) 1/4" = 1'-O" U.N.O. STRUCTURAL PLAN A-5 ill" MW - 26 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE i ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 ISM. 24" 0/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8;RING- SHANK 6' O C 8d RING- SHANK 6" 0 C Bd RING- SHANK 6" 0 C 8d RING- SHANK 4" 0 C Bd RING - SHANK 4" 0 C BLOCKED AS SHOWN ON PLAN EXT WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 40120 19/32 16' 0/C MAX. 8d RING- SHANK 1 4' 0 C 6d RING- SHANK 4" 0110 8d RING- SHANK 6" O C I NAIL CORNER STUDS AT 4" 0/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RATING 32116 15/32 16. 0/C MAX. 8d RING- SHANK 6" 0 C Bd RING- SHANK 6" 0 C 8d RING- SHANK 12O C BLOCK FREE EDGES RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 TRUSS CONNECTOR SCHEDULE FASTENERS STRAP PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP 7C-1 TA12 (5) fOd x 1-1 2' - 990 1980 335 490 TC-2 TA14 (7) 10d x 1-1 2' - 1205 2410 335 490TC-3 HTWW16 8 10d x 1-1/2" 4 1 4' x 1-3 4" WA8. 1225 - 1225- M245 TC-4 HTA16 9 10d x 1-t 2' - 1870 2430 710 1215TC-5 HTW20 zD 1od x 1-1 z' 24 10d x 1-f 2' 1530 - -- 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 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 1HE FARTHEST POINT FROM THE TOP OF THE BEAM. a: EDGE STRIP DEFINED AS THE LESSER OF 10% 2 OR 40X OF HEII GHiT H HUT NOT LESSBTHAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. i //' J I / � / I I � '4 I O I I I - I---------------� I / I I Al, -1----------- a / NOTE: SEE DIAPHRAGM d SCHEDULE FOR ROOF ZONE NAILING REQUIREMENTS. 1-- --� ROOF ZONE DIAGRAM NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H10 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING —IT_I--1T1--JJ—I I 10' - 8" 11'-4" O0p0p 11'-811 14'-0" 14'-0" WOOD KNEE WALL FROM 9'-4' MASONRY ALL CEILINGS FLAT AT BEARING HEIGHT (EXCEPT AS NOTED) TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 (D HUS26 QC HGUS26-2 (C THDH26-2 LUS24 © LUS24 Q HHUS46 ® THD46 © CONNECTION BY BUILDER USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. Moisture ban not shown r J 5 reb it mire, ass° eo g� TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER r< a H g I -A. H 9'-4" CLG n LO r- r~-. 10'-4" d7*11111 J1 SEE D T. 8/A5 A U U U ARI GPO T A.T 9'-4. CLG GLG L MAX. 3'-8' CLG 1'-4 CLG MAX'. E.E. 2'-4 CLG ® CLG 1'—� CLG 14'WOOD KNEE WALL IR01M 9'-4" MASONRY MAX. E.E. I I 170# MAX J; � I �r J1 MAX. min 1'-4 CLG 9'-4" CLG IA:'IJA AAAV J3A 472 M d J1 KNEE WALL BY BUILDER C'✓�, 454# MAX. l USP HTW20 Poll /10�I��I�����������I 9'-4 BEARING I'1 4F CLG TOP AT 9 - 9'-4 CLG I? J1 J3 J5 J7 J7 J7 J7 J7 J7 J7 J7 X < :2 J7 J7 � J7 J7 J7 J7 J7 J7 J7 J7 J7 J7 D3 3666# MAX. E.E. SEE DET. 2/A5 D1A D1A D1 D1 w LJ D1 < 7 M U D2 D4 D5 D6 J3 a J1 M PROJECT LOG ISSUED FOR PRECON 08-16.19 ISSUED FOR PERMIT 09-12-19 W � m W Ui d 5 LU Z D z Z WLU O K ; y K LL LL W U < J z Q 0 0 d, a Z o Oa 0 (pA � O I- lEi s c c U-) a u w a a o c 4J + n o o, a a N = zi a7 GJ y O QJ 4' f�0 QC7 ca = p +' CD � vg � 92 Y '._� `iL, (D22 Z v � '2 �-C3-0-0 a a Eo ru E CD � Ln E o a 0 c o r a aJ = o `J C v O En VJ N ED d O Y a ui � v ra 2om U� � � Z V ou C d ie 0 W C/8 ,�, O) �j Lo n U �U 0 c11CD — a 4111, C� c (D - r_. Ln o € C'4 Rol W fo s he. NWI r0 O U_ H 0 E"4 o O H W N � J A OJ W 2:V) 1/4" = V-0" U.N.O. TRUSS PLAN e A-6 J INDICATES LEFT END OF TRUSS RWIEWED F( Max. -CVDE COMPLIA 1 T. LUCIE COU BOCC C E lv�� OW - 26 20 AMP PROJECT LOG ISSUED FOR PRECON 08.16.19 ISSUED FOR PERMIT 09-12-19 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE �i SWITCH r� TELEVISION JACK O NEST RECESSED AT 12" A.F.F, T SINGLE POLE T PRE WIRED DETECTOR EYEBALL Q� SECURITY DUPLEX RECEPTACLE SWITCH 220 RECEPTACLE FLOODLIGHTSHTS F.P.&LrMEIER B AT BASE �3 THREE WAY V. AT 12" A.F.F. 5D SMOKE g & DISC. HVAC DETECTOR DUPLEX RECEPTACLE �4 SWITCH � WAY THERMOSTAT ® SMOKE / CARBON ® BREAKER G AT 8" ABV COUNTER MONOXIDE DETECTOR Q EL INTERCOM EXHAUST DUPLEX RECEPTACLE SWITCH AT 60" A.F.F. SWITCH FAN O DISCONNECT FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET FL EXHAUST FAN ® AT 12" A.F.F. PADDLE FAN W/ LIGHT DUPLEX RECEPTACLE SWITCH W/ OR WO/ LIGHT R LV DOOR GFI GROUND FAULT D DIMMER TELEPHONFLUSH IN E OUTLET FLUORESCENT RELEASE DUPLEX RECEPTACLE SWITCH FIXTURE CLG. MN7ED. TOP REC. SWITCHED SPEAKER QV VOLUME K KEYED � IN CLG, � INCANDESCENT LIGHT I CONTROL Q� DUPLEX RECEPTACLE SECURITY SPEAKER FIXTURE CEILING MNTED. QUADRUPLEX II1w WATERPROOF KEYPAD WALL OUTLET INCANDESCENT LIGHT RECEPTACLE n�DUPLEX RECEPTACLE ❑u JUNCTION SPEAKER FIXTURE WALL. MNTED, ® LOW VOLTAGE uuc HI HAT UNDER COUNTER BOX 4 HOME RUN ® TRANSFORMER CLG. MOUNTED Q INTERCOM ® DOOR i CATS ® HI HAT FB FAN BOX I STA71ON CHIME T HOME RUN VAPOR PROOF IN CLG. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP 2 60 6 0 9.6 2 A/C COMPRESSOR 2 40 8 0 0 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 DBL. WALL OVEN 2 50 6 10.0 0 2 'DRYER 2 30 10 5.0 0 2 WATER HEATER 2 30 10 4.5 0 1 LAUNDRY 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER/DISPOSAL 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 6.3 0 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: 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. J47.2� J_9.5 1st 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.88 A/C LOAD AT 65% = 6.24 TOTAL = 31.12 31.12 x 1000/240 = 129.6 AMPS 20 AMP NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (8). Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. (1) SETS OF (3) 14/0 AK THWN IN 2" CONDUIT 200 AMP SERVICE METER DISC. CO PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2525 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7575 / 12 (GEN.LTG.CIR.) = 631 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. *NOTE* — ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA — ALL SWITCHES TO BE DECORA LH:1:►:Te1�9�I,I�L6 2x4 STUD GARAGE FLOOR ELECT. PANEL / CHASE � --— — — — — — — — — - USB STA1110N � � / I \ MASTER \ SUITE/ I I I � I = --- — ` /r LZ Z IT I ®I — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — —------------------ COVERED W LANAI o NOOK FB 5'-0" rT----77----� C —1 AIR SWIT H KIT b l II II I o I � C --J L---J L-- r.GBEATJ20OM, I- — — 1 z � O I I I I I I Ir— II FB II I I C�JL— ��---J L— —J L-- I I I I I I J--- ---1L— —J GFI A F ASTER BATH N ISO / I \ ALARM 0 84" FOYER I 1 5 -8 / I I I DEN r� L I DINING RB — — — — J ED Z ACTIVE �® 0\\ \ COV, OR 11 ELL �i-----L FIELD VERIFY LOCATION z AT FRAME WALK /,.r/i 1 10 STANDARD POWERIJ k r.ARI F NIT1 FTS 1 h INTERIOR ELEVATION - "WaRMountedTV" OPTION 20 AMP �-----LIB 20 AMP GFI O O BEDROOM 3 / r � r� I� 2 BAY GARAGE I I — — — — — — — J \ BEDROOM 2 f r r +, 22"x54" PULL DN STAIR L __wlSW. LT. I 20 AMP 9 FOR IRRIGATIO E — FOR IRRIGA TIMER 9 PUMP ELEC. PAI EL 20 PHOTO CELL IN SOFFIT Lij M CP J u J J ui LLJ Z 2 ym 0 W 0 a Z 0 L a 0 0 = O W ra CL d -M 2 O E CT a) N a � c O � � aci ro`o aJ Y '!O aalj ,CT E d ate+ c T n3 0 8 +� a� E .� 'a .�., ® cn W o aci W E ra -a 2: au EE a o au 10 au � = O v u O o' o o Q) w a aci E a u m I— U U ayf O vo 2f Cn p CL cn `.2 E t � W � U T it U O -C 0) w a :: F 4 c v, G O 10cD _ E (� Lis a h a i a LL O A Z O E" 0 W_ N 0 u ' � J o W 1/4" = V-0" U.N.O. ELECTRICAL PLAN E-1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC W=26 PROJECT LOG I I ISSUED FOR PRECON 1 08-16-191 I IISSUED FOR PERMIT 109-12-191 DO NOT SCALE PLANS T-STAT SHALL BE WITHIN 3 FEET HORIZONTALLY OF MAIN RETURN GHf)); HG)MEcz. m��J� 2994 SENT PINE DR FART PIECE, FL 34951 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC W Q_ M rn w Lu _! -J W LL W W z Z 3 U J n z � N Z 0 Q a cn C c fo VI ? O Lu m Q d CM d O -C O y fro N -C S Cp VI d i 7 Y vi 4' c 01 A v1 C ce � 6 L 0 4- •Q o Q +� Q i+ '4-, O ro Lan ro ( n v CC C N L O O 'O fo d .J(-...� V o cu Q aj a �a O N cn Qi O Q V -0-tf.V) p o U ro c U Ln ce 0 Z N Ln m I q Q 1 1 (f O �CDTU -c 1 0 � e _ ei 4 Q U g T 4Lo c— saga N y J 1 odd=ACV N CN °: z re 4 Z 0 0 � C--� 0 Ov w N 0 U _J ' W � (% 1/4" = V-0" U.N.O. MECHANICAL PLAN M-1 - zs 0,,").`% INDICATES LEFT END �F TRUSS APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS SQUARE CUT OVERHANG 4-3/16" HEEL HEIGHT TYPICAL TRUSS END DETAIL ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4„ III-1I �I I I-1I 1 p'-g ����zzz p p O p 11'-81' WOOD KNEE WALL .O MASONRY ALL CEILINGS FLAT AT BEARING HEIGHT (EXCEPT AS NOTED) TRUSS BEARING HEIGHT SCHEDULE HANGERS TO BE USED pimpson) or (Usp) (3) HUS26 (Z) HUS26 © HGUS26-2 © THDH26-2 Q LUS24 Q LUS24 QH HHUS46 Q THD46 (D) CONNECTION BY BUILDER NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF 'SCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES' (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered r F% 0 drawings supercede labeling of trusses. It is the responsibility Py of the builder to utilize engineered drawings when erecting trusses WARNING dell FOERECTION PROFESSIONAL APD AT R.PERSONS REGARDING ERECTION ERECTING TRUSSES CING AARI CAUTIONED IO ALWAYS TO SEEK TIS NOT THE RE"SIBUTY OF TOM DESIGNM PLATE O 0 ' SFP ? PREVENT TOPPLING AND WOUNDING DURING ERECTION: AND PERMANENT BRACING *NCH per ®? MAY BE REQUIRED N SPECIFIC APPLICATIONS. SEE 'DGV-BI Sunxnary Sheet COMMENTARY St �i09 p WOOD TRUSSES" (and 1A} �N D HANDLING, 111MAUJING & BRACING METAL PLATE CONNECTED L7RUSSES ARE TO BE EIRECTED AND FASTENED A STRAIGHT AND "Do PLUMB POSITION WINN NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY Co4n� Ph(. SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CAE DURING ERECTION TO PREVENT DAMAGE �'��®®� TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS. E-1 TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE ZrODE COMPLIANCE pO CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL sT LU IE COUNTY Z HANGERS SUPPLIED GREATER THAN 5000 POUNDS, OR SKEWED, NO BQCIC WACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS MNFRS(Envelope)/ASCE 7-10(Low Rise) Exposure Category: C Bldg Category: 2 Wind Design Velocity :]fS1MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mean Roof Height : 16= Brim M Bleally SW Eng jI6(151 259D R. Krep NI¢nay Fart Pierce, FL 34951 (772) 464-416D R E 9 V p N - I,. Trusses shown on this a t Tare o component part of the building S and show truss loco ' Proper erection, temporary and permanent bracing do ign. are the responsibility of the building �^ i7r� �T r}.p7T designer or his engirt Lateral bracing shown on the individual JllV l'L\ IAV (772) 464-4160 truss drawings must a placed during the erection procedure. COMPANIF-S, INC. JOB NO.: 2590 N. Kings Highway Fort Pierce, FL 34951 LOT: 263 BLK: ae� GHO HOMES ADDRESS: Me dowood Tacoma Traditional Sai t Lucie County, FL i/4'=1'—oe 08/27/1s 7" 1 Immil-mbril 0 0