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HomeMy WebLinkAboutBuilding PlansPROJECT LOG ISSUED FOR PRECON 04.16.20 ISSUED FOR PERMIT 05-21-20 BLDG COMMENT 06.26.20 A GENERAL NOTES 1, THIS PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE 6TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, S 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 BY 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 BTM. BOTTOM GALV. GALVANIZED CLG. CEILING GFl GROUND FAULT INTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS OOL COLUMN GWB GYPSUM WALLBOARD CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HPS. HOOPS DIA DIAMETER HILL HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION OW DISH WASHER INT. INTERIOR EE. EACH END LG. LONG ELEC. ELECTRICAL LIN. LINEN ELEV. ELEVATION LT. LIGHT ES. EACH SIDE LT. LAUNDRY TUB THESE PLANS WERE PREPARED USING THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6th EDITION M.C. MEDICINE CABINET SMS SHEET METAL SCREWS M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS M.T. METAL THRESHOLD STL STEEL MAX. MAXIMUM SW SWITCH MFR. MANUFACTURER TEMP. TEMPERED MICRO. MICROWAVE T.B. THROUGH BOLT MIN. MINIMUM T.O. THROUGH OUT M.O. MASONRY OPENING T.O.B.B. TOP OF MASONRY BOND BEAM MONO. MONOLITHIC T.O.PL TOP OF WOOD PLATE MTL METAL T.O.T.B. TOP OF TIE BEAM O.H.D. OVER HEAD DOOR TYP. TYPICAL O/C ON CENTER U.N.O. UNLESS NOTED OTHERWISE P.L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES P.S.F. POUNDS PER SQUARE FOOT V.I.F. VERIFY IN FIELD P.S.I. POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS P.T. PRESSURE TREATED W/ WITH PART'N. PARTITION WC WATER CLOSET PKT. POCKET WD. WOOD PLYWD. PLYWOOD R.O. ROUGH OPENING S.C. SOLID CORE S.G.D. SUDING GLASS DOOR SF SQUARE FOOT SH SINGLE HUNG ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL # MANUF. GLASS ATTACH. METHOD TYPE. SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R12 9100 OHD 16080 WAYNE DICTION N/A W/ 1-1147 WASHER & 2-3/4' MIN. EMBED. .P= +28.1 PSF +39.2 PSF -43.7 PSF 2-3/4' MIN. EDGE DISTANCE. 6' FROM END B FL 15349.5 4663 TRANSOM MI WINDOWS &DRAB SGL IMPACT 3/16' - W/ 1 1/4' MIN P= +30.8 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE AL SPACING EDGE _ C FL 15349.5 4625 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16- TAPOONS W/ 1-1/4- MIN BASED D.P.= +33.9 PSF +50.0 PSF -50.0 PSF EQUAL SPACING & 3' FROM EDGE -36.8 PSF D FL 17499.1 SH 15 MI WI NDOWS & DRS SGL IMPACT 3/ib' TAPCONS W/ 1-1/4' MIN EMBED D.P = +33.5 PSF +55.0 PSF -55.0 PSF FL 15349.5 ARCHED FG 010' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF E FL-2046&5 I AISED PANEL 308 THERMA TRU N/A 1/4' TAPOONS W/ 1-1/4' MIN. EMBED CORNERS 0 D.P = +30.9 PSF +50.0 PSF -50.0 PSF DR W/ SIDEUTE 4- & 14.5' O/C MAX SPACING. -33.8 PSF F FL 15349.5 4625 ARCHED FG MI WINDOWS & DRS SGL IMPACT 3/16- TAPCDNS W/ 1-1/4' MIN EMBED D.P: +33.9 PSF +50.0 PSF -50.0 PSF pU SP NG 3' OM G G NOA NO 4856 8xB GL BLK SEVES GLASS IMPACT 3/16' TAPCONS W/ 2- MIN EMBED D.P= +32.4 PSF +68.0 PSF -60.0 PSF 18-0725A6 BLOCK, INC 6-r O/C SPACING & 2' FROM CORNER -35.3 PSF FL 15349.5 51020 TRANSOM MI WINDOWS &DRS SGL IMPACT 3 T / - / IN BE D.P= +33.6 PSF + .0 - F EQUAL SPACING & 3' FROM EDGE -36.5 PSF FL 17499.1 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.- +33.9 PSF +55.0 PSF -55.0 PSF 010' O/C MAX SPACING & 2' FROM EDGE -36.8 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 16- O/C MAX SPACING & 2- FROM EDGE -36.3 PSF K FL-20468.10 2880 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 SGL LITE 4' & 18.5' O/C MAX SPACING. -41.7 PSF L 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 M 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 N FL-20468.10 2630 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 SGL LITE 4- & 18.5' O/C MAX SPACING. -34.8 PSF 0 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 0IV O/C MAX SPACING & 2' FROM EDGE -34.8 PSF P FL 15349.5 3214 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EASED D.P= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3- FROM EDGE -36.3 PSF Q 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 0IV O/C MAX SPACING & 2- FROM EDGE -34.8 PSF R 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 S FL-20468.10 2880 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 SGL UTE 4" & 18.5' O/C MAX SPACING. -41.7 PSF T 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 010- O/C MAX SPACING & 2- FROM EDGE -36.3 PSF U FL 17499.1 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4" MIN EMBED D.P.= +32.4 PSF +55A PSF -55.0 PSF 0 10' O/C MAX SPACING & 2- FROM EDGE -35.3 PSF V FL 17499A SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +32.4 PSF +55.0 PSF -55.0 PSF 010" O/C MAX SPACING & 2' FROM EDGE -35.3 PSF W FL 17499.1 SH 23 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 01C' O/C MAX SPACING & 2' FROM EDGE -38.3 PSF X FL 17499,1 SH 35 MI WINDOWS &DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P: +32.4 PSF +55.0 PSF -55.0 PSF 01C' O/C MAX SPACING & 2' FROM EDGE -35.3 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' HOR17 MI WINDOWS & DOORS 1/4' TAPCONS W11-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 3T7 PSF 54.0 PSF -54.0 PSF FL 153534 ROOFING NOA NO. 18-0829.05 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING NOA NO. 17-0614-122 POLYGINC. USA MEMBRANE: POLYSRCK TU MAX SELF ADHERED 1 OR MORE UNDERLAYMENT SBS UNDERLAYMENT INC. PLIES NAILS AND TIN CAPS 12' GRID, 6' O.C. AT A MIN. 4" N/A N/A PEEL & STICK HEAD LAP SIDING STUCCO N/A N/A N/A N/A 2 RING SHANK ATTACHED TO UNDERSIDE OF TRUSS SOFFIT STUCCO N/A SPACED 0 EVERY HI RIB (4' 0/C) W/ 1-3/4' EMBED. N/A N/A PER NAIL MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1, CONCRETE UNITS TO BE ASTM C 0-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (FED = 1500PSI) 1. PROVIDE 1x2 P.T. 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 ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERT. MAX. AND All OTHER LOCATIONS PER F.B.C. SECTION 718 SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. 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 WARE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WNDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL. CONCRETE. LESS THAN 6T ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON 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 50 S.F. FOR 1st FLOOR WINDOWS THE OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE DESIGN. B. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN 4. IN AREAS OTHER THAN H FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. � F.B.C. S THE MINIMUM THICKNESS ALLOWED. HIC THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS PRIOR TO FABRICATION. RENEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4- CLEAR ALL AROUND AIR HANDLER UNITS ARCHITECT AND IN NO WAY REDEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO B. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS 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. 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 TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. HORIZONTAL, 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS TOP AND EACH BOTTOM EEACH STUD, AS PER CODE. it. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED S SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK "L-) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 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. 5. GENERAL MANUAL' ASPUBLISHED BY THE AMERICAN INSTITUTE OF TMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 2. ALL BONG BEAMS (MARK 'BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND 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 BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER 7-10/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B" TO FIT BLOCK CEMENTTOUS MATERIALS AND THE WOOD AS PER CODE. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 5COMMES/A 7-10/T.M.S. 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.B. Y ON 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS S NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0' HIGH. CIEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLING OUTLETS DWELLING UNITS. BEFORE GROUTING. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05, ALL 12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, NO. 2 OR BETTER AND SHALL PROVIDE CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVEN OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER - L HEAR ANDSHALL HAVE A ODU IN HR IZONTINED SEDELAS1CITY OF 1600 KSI OR BETTER, AS AP MBAR GRADINGMODULES AGENCY. 3/4- BEAMS AND N - 1 1/2° FORMED CONCRETE BELOW GRADE-2' UNFORMED 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 0 24' O.C. PLUMBING NOTES ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG 3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4, DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 804.3, 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 CENTERLNES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. CONCRETE: 3/4" LONG STUB NAILS W 3 8 HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. OTHERWISE NOTED. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F., 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6, CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) S REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 1 CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND MEN 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 B'. MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC 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 DOWELS AS VERTICAL BARS ABOVE 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G MECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL 1-1/2- LONG AND .12T DIAMETER U.N.O. / 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED 1. ALL HEATING, AIR CONDITONNG, REFRIGERATION 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. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. 9. PLACING DRANGSDARD TO ACI'S *AOF BAR LISTS SHALL NCO CONSTRUCTION SFORM PRACTICE FOR DETAIL GNRENFORCED CONCRETE PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWSE. 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE ALSC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTH SOLD WOOD N f0 SH 15 M.O. 20 1/8" M PROPOSED SINGLE FAMILY RESIDENCE BY: AVALON LOT 262 MEADOWOOD COPYRIGHT 2020 TYPICAL "MI" WINDOWS N ❑ N 10 W 36° 52d" 25�° SH 25 ■ ■ M.O. 38' c, 2x, OR 5/4 BOARD P.T. WOOD BUCK 38" SH 35 SH H35 M.O. 54 1/0- M.O. 27 1/2- 1x. 2x, OR 5/4 BOARD P.T. WOOD BUCK- 70" 1 381, SH 35 TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS 1 DOORS NOT LESS THAN ? (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-3C LESS THAN jr (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS BOLTS - A 307-00 TUBULAR - A50D-01a GRADE B (42 KSI) Z 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 SCHEDULE LESS THAN } (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. LOCATION LIVE QEAD FARYN 101AL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 20 18 0 38 ATTIC 20 10 0 30 WIND: ULTIMATE WIND SPEED = 160 m.p.h. BUILDING RISK CATEGORY = HI BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NQjFL THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS El 10 L�� 2x P.T. WOOD BUCK SHOWN TYP M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4' W M.O. 55 1/2' W M.O. 78 1/2" W X 99' H X 99' H X 99" H X 99' H X 99" H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB I \J � 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 26, 5/4" BOARD OR 1x6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS N RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES SYMBOLS LEGEND OCTAL DETAIL DWG SCALE SECTION DWG. SCALE SECTION Dtw. SCALE INTERIOR ELEV. SCALE 9� BEAM LABEL QREVISION NORTH ARROW ---,/'- BREAK LINE o r s r scALE 1i� GRAPHIC SCALE DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PUN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PLAN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 DWG, 2 INTERIOR ELEVATION 3 �# COLUMN LABEL F# FOOTING LABEL -:11Z-ZIF uj W w a W < zLu LL B LL Z ; C) z y N z J t O Zc L pa En M O CT c C L -p C coLU � A Cn co CD - Lo -� c 2 N c+� dcu 0A c L_ +L+ = O N C ul 0 .0 C 'O -0 ` 42 d E �_' 4: rn �. co C/i Lu .9 w O a O rr d � O a Ln 0 CT N cn O TJ H N � Z 8 . co N u C ti7 kn ST. 1113occL CIE C 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 I CONSTRUCTON BEAM HEIGHT CHANGE I KK b. ,,., 9 z O b O J m V) LZlT W MY ce O Lu O � l}L- Z [W U rj 0 W U N 1 < J O W Ln 1/4" = 1'-0" U.N.O. COVER SHEET C-1 W=26 8„ FIBERMESH OR FUTURE SCREEN FASTENERS BY WIRE MESH ENCLOSURE SCREEN MFGR. SEE FOUN. NOTES BY SCREEN FrWELDED FOOTING REBAR CONTRACTOR PAVERS IN SAND BY OTHERS SEE FOOTING SCHED. FIN!WNT CONT. FTG. RCE W/ SC # O TYP. EXTERIOR CONT. SCREEN ENCLOSURE 59 MONOLITHIC FOOTING FTG. DETAIL MATCHING DOWELS FOR WOOD POST, FIBERMESH OR COLUMNS 48 BAR DIA. SEE FRAMING PLAN WELDED WIRE MESH I MIN. W/STD. HOOKS PAD REBAR SEE F0071NG SCHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. a •, r FIBERMESH OR W.W.M. EQ. EQ. F007ING REBAR SCHEDSEE FOOTING SCHED. SEES SCHEDULE . OMIT CENTER BAR WHEN ONLY (2) REGD. 6 INT. MONOLITHIC PA 38 EXT. CONT. MONOLITHIC • CONC. COLUMN A FIBERMESH MATCHING DOWELS OR W.W.M. 48 BAR DIA. MIN. GRADE t'� W/SID. HOOKS 1- CONT. MIN. N i J° COVER 1 •'4PADREBAR 34 THICKENED EDGE #1 ;EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE CHED. REMAIN. SPACE OTHERS EQUALLY l 7) ISOLATED PAD CONC. POURED FILLED — CELL W/ STL. PER PLAN DOWELL & EPDXY (1) #5 REBAR INTO SLAB FILLED CELL LOCATION W/ 4" MIN. EMBED. INTO SLAB MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY FOOTING SEE SCHEDULE OVERHEAD GARAGE DOOF OHD RECESS 20' DRIVEWAY / GARAGE INTERSECTION FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO. F-1 20' x 18' X CONT. W/2 15 CONT. EXTERIOR MONOLITHIC I F-2 20' x 18' X CONT W/2 15 CONT. 0 RECESS NOLITHIC 38 F-3 2'-6" x 2'-6" x 12" W/3 45 E.W. 07M. PAD 0INTERIOR WOOD POST 6 F-4 3'-Q" x 3'-0" x 12" W/1 5'S 412" O.C. E.W 8TM, ISOLATED PAD 7 TE-1 10' x DROP x CONT. W/115 CONT. THICKENED EDGE AT DROP 34 TE-2 8' x 8• x CONT. W/115 CONT. F0071NG AT SCREEN ENCLOSURE 59 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTON CONC. BLK. W/ 1 FULLY GROUTED CELL W/1-15 VERT. 8x8 AT 6'-O' 0/6 MAX. AND AT EVERY CORNER AND C-1 BLOCK BOTH SIDES OF ANY OPENING MORE THAN 6'-O' WIDE 8x16 CONC. BLOCK W/1 FULLY GROUTED CELLS W/1-15 VERT. EACH CELL C-2 BLOCK AS LOCATED ON PLANS 842 C-3 BLOCK CONC. BLOCK IN FULLY GROUTED CELL W/ 1-15 VERT. EACH CELL IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT 4`X4° C-5 WOOD POST PROVIDE BASE AND CAP AS N07EO ON DETAILS TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN z� N CONC. SLAB & MONOLITHIC FOUNDATION PER PLAN MISSED COLUMN STL, DETAIL 48 BAR DIA. SPLICE �— 84x8' PRECAST LINTEL. SEE LINTEL SHOP DWGS, FILL COLUMNS AND LINTEL SOLID W/ GROUT 8"x8" FILLED CELLS W/ 115 VERT. (TYP.) TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE m i `. SEE BEAM SCHEDULE FOR REINFORCEMENT DIA. FILL COLUMNS SOLID 8'x8' FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE � Nc m w C2 I54. � o � m o 7 20 F2 on 0 = �n c C2 V ■ i n e 16'-0" ItY II od mm 0;C4 0 00 1�N tiF= N IN I "N A4 N^ I 17'-10" I I I 3'-71/2° W-101/2' 2'-6• L 15-4" I i I � 3_0• 6-_7• I 5'_9• 2 SH33 AD 0 8'-O° ■ C2 _ F3 4• — — SH 36 (TEMP) — W/ 18" HIGH 2880 3/ • 2880 o I I C4 FG ABV SGL LITE I F1 4 HEAD 0 10'-0` I 6" so RECESS I I i C3 F1 M C4 F1 2'-9" 1'-6 -4-s 5, B. I - FORM SHOWER PAN 2680 1/2" LARGER ON ALL 12080 SGD (4 PANELS) x o SGL LI C4 SIDES THAN ACTUAL 0 W 16" HIGH FG TRANSOM ABVa N 4 / N FINISHED DIMS. HEAD 0 10'-0" i / SHOWN HERE ■■ — — F1 SUPPLY U.G. COND. F1 FOR POWER TO ISLAND 26'-2" i ti II BF 0C5L — J FLOOR OUTLET I ® I W/BRASS COVER I ❑ 2'-8° 18, B. I. 28'-10' ��� j�_00" FIN. _FLOOR SLAB NOTE: ALL COLUMNS ARE Cl U.N.O. O in FORM SHOWER PAN-q 1 1/2" LARGER ON ALL -1 SIDES THAN ACTUAL 3 2' FINISHED DIMS. 0 3080 DR W/ O �r� 1, • SHOWN HERE SIDELITE & ARCHED F1 1'-1 R FG TRANSOM ABV to L ■ 0 o FORM SHOWER PANio 1 1/2° LARGER ON ALL ® ng "' ■ C3 6. "' SIDES THAN ACTUAL FINISHED DIMS. ■ (%�► a SHOWN HERE F1 - ° I S-3" C4 \ L — -1 — Ly, F n JI ■ 0 0 0 LO I Li bm 11" , 3' u -m•„�-� V-8" 1. 5-0° 1. V-8° F4 e; C4 -J \ \ 3'-82'-B' LJ-3 ■ ■ ■ " : 2'-2' 1 1/ 4'-6' 2'-4" / 63 FG V ■ I yV/ Y2 FGTRANSOM f 1 HEAD 08'-20-- 1 F2 F4 — ■ 8" W X 5-T D RECESS ■ — I FOR PAVERS (FOOTING UNDER SLAB F4 m m m m ® cd DEPTH MEASURED FROM I BOTTOM OF RECESS) W/ LINE CHASE 0 0 - 6" W X 3/4" D RECESS BEHIND (SLOPED) I — \ NOTE: FORM GARAGE SIDE DEMISING WALL \ \ "� o :r r'�' RECESS 1-1/2` SMALLER THAN ACTUAL \ r-^ o FINISHED DIMS SHOWN HERE I\ F2 ■ F1 SLOPE 2' I � CONC. PAD N w e 2'-0' 6'-6" 2'-0" 2'-8" I EXTEND 5-1/2' DEEP RECESS 4" PAST EDGE OF OPINING, TYP. FINISH EDGE OF CONCRETE AT RECESS, TYP. F2 L----_ F2 C2---j— ai ■ ■ ■ ■ ■ _ ■ ■ SH 35STE■ ■ P OU HEAD 0 7'-0` P OU OOTER OOTER - 0 COL. 0 COL ll'-6" TO.B.B. 3'-8" S-10" 1'-8. 5-0" V-8' 3'-10' 3'-I 7'-6" 8'-4" 7'-6" a •I r PROJECT LOG ISSUED FOR PRECON 04-16-20 ISSUED FOR PERMIT 05-21-20 L li a W w J a W � w [ Lc �J z y W F r � Q y Z 0 O Er m d 0 o cn'v m- a� = m a� o a� - a�i •� Ln c fn a) ]G •t6 p0 a) rC o o C N O i7 m � ni9 o U E_ T3 0 W O 0 CL 2: I7 i O — W— = cu H O rn +� p vn c = E " :G�'j Y ~O a ;D S a z ai uv C 2 Z 0 b 0 m Z m ce a FILE COPY O J � LL e� rpA�7 0 0 ® W III N 0 U J ' W OJ � N 1/4" = 1'•0" U.N.O. FOUNDATION PLAN A-1 OW- 26 ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING 9'-4„ 11'-6" 11'-4" 12'-0" 14'-0" -I 1=1 11=1 1=1 I I 14' - 8" KNEE WALL BY BUILDER TOP AT 14'-8" BOT AT 4' TRUSS TRUSS BEARING HEIGHT SCHEDULE J INDICATES LEFT END OF TRUSS 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 CLIPS 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 DETAILI APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG TYPICAL TRUSS END DETAIL HANGERS TO BE USED (Simpson) or (Usp) QA HUS26 QA HUS26 © HGUS26-2 © THDH26-2 Q HGUS28-2 Q THDH28-2 0 HHUS46 0 THD46 © LUS24 © JUS24 USE USP HTW20 FOR ALL WOOD TO WOOD CONNECTIONS, U.N.O. TRUSS CONNECTOR SCHEDULE FASTENERS STRAP PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (F1) MARK USP CONNECTOR TRUSS 71E-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 (5) 10d x 1-1/2' - 990 1 1980 1 3351 670 1 245 1 490 710-2 TA14 7 10d x 1-1 2' - 1205 1 24101 3351 670 1 245 1 490 TC-3 HTWM16 8) 10d x 1-1 4) 1 4' x 1-3 4' WAB. 12251 1225 - 12251- TC-4 HTA16 9 10d x 1-1 ' - 1870 1 24301 7101 13101 270 1215 TC-5 HTW20 20) 10d x 1-1 24) 10d x 1-1 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 THE FARTHEST POINT FROM THE TOP OF THE BEAM. RING —SHANK NAILS TO HAVE 7HE 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 DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCA71ON PANEL GRADE THICKNESS SPACING REMARKS ROOF AAA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- 8d RING 8d RING- 8d RING - EXPOSURE 1, OR EQUAL 24' 0117 SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RATING 40120 19 32' MAX 6' O/C 6' 0 C 6' 0 C 6' 0 C 6' O C 4" 0 C 4' O C SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19132 16' 0/C MAX. 1 8d RING- SHANK 4' O C 8d RING- SHANK 1 4' 0 C 8d RING- SHANK 6' O/C NAIL CORNER STUDS AT 4' 0/C MAX. TYPICAL BLOCK FREE EDGES APA RATED SHEATHING 8d RING- RING- 8d RING- INT. EXPOSURE 1, OR EQUAL 16' OIC SHANK j8d SHANK SHANK BLOCK FREE WALL SPAN RATING 32116 15132 MAX. 6' 0 C 6.01C 12' 0 C EDGES 105 LBS. MAX. TC-1 0 48' O/C W D1 1180 LBS. MAX. TC-2 D1C L � Jv J1 NOTE: THIS TYPICAL DETAIL TO BE USED WHEN CONDITIONS MAY OCCUR WHEREVER THE VERTICAL EXTERIOR MEETS THE ROOF TYP. ROOF FLASHING DETAILI N.T.S. 851 LBS. MAX. 11084 LBS. MA a TC-1 TC-2 vmi vj J U r O N M 'ITLn (O r� 00 I� (O Ln 'ITM N 00 0) .-- r r• a a Q a a a Q a a Q a Q ¢ Q a a r a Q r N Q Q 10'-4" \ 9'-4" B CLG. CLG. 2516 LBS. MAX. SEE DETAIL 5/A5 U U U U BRG. COL. TOP - AT 9'-4" -4" 9'-4 CLG. A 1 143 LBS MAX TO-1 0 1'-4' 1'-4 + + + + + + + + + + + + + + + LG'+ + MV2 + + + + + + (0+¢+ + + Q+ " + + + \i, MV4 36LBSM X. + + + + + + + 969 U + +10 3. AX. N � N .N^.. + V1 N + v My +-1 + E1 E2 14'-8" CLG. R + + + + 1 + E3 72 LBS. MAX. E.E. � c USP HTW20 Moisture � 1 #5 rebar min. t f6K.abic �' mrsn - ���e rvrosswaaA�mvaann lar tth3v...... Yuasemi ➢ n"2 Owl � � 6 imf I:�fwi 11 fl 1R o m' . 1 1 fi I c1, . d .. �_� . _�1 , TYP. MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER TC-2 675 LBS. M TC-1 143 LBS. MAX. USP HMO 9'-4 CLG. SEE DETAIL 3/A5 143 LBS. MAX TC 1 1'J4 iE -4" -4" T 9'-411 CRICKET B BUILDER 154 LBS MAX TCr1 9'-4" CLG. ®II.Gj G�I11� A�2 143 LBS MAX TO-1 J5E 90 LBS. MAX. TC-1 0 48' O/C ------------ JZ) J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 J5 9 62 2681 LBS. MAX SEE DETAIL 3/A5 B1 REV! W CODE B1 i ST. LU B3 B4 B5 BIS J3 J1 � PROJECT LOG ISSUED FOR PRECON 04-16.20 ISSUED FOR PERMIT 05-21.20 U.i W ", r J m W W LU wLU LL J Z W W K z y J z J S O z a O 0 � w o mIz- �- 7 LU to N o 0 rn C 0 d }' rv`0 v oca -pAe c � aR •moo '° fl Q Y3� o C coo c cn o E: -0 1Z 0 c d x w> �2 L9�0 VY m e o c p Cx.7 vi LU L p]�pL C�'> Z Cl. (7 O v 2 M 0 w 0 J m z 2 w O w FILE COP 4 O J LrL LW d' A 0 Z 0 0 U N Q w TRUSS9 a ' J 2: to 1/4" = 1'-0" U.N.O. A _ f. w.26 Q� ELECTRICAL SYMBOLS II ATPI2XA.F.PTACLE SINGLE POLE 4 PRE WIRED TELEVISION JACK eeJ DETECTOR ® EYEBALLED SECURITY SATION Q� DUPLEX RECEPTACLE SWITCH �i 220 V. RECEPTACLE [� FLOOD LIGHTS FUSBF.PP..&LTMETER a AT BASE T3 THREE WAY I AT 12' A.F.F. @ SMOKE g & DISC. DUPLEX RECEPTACLE SMTCH1HVAC DETECTOR DP THERMOSTAT SMOKE ECARBO®PANEQc AT B BV. COUNTER �4 FOUR WAY MONOXIDE DETECTOR O INTERCOM SWITCH EXHAUST o DUPLEX RECEPTACLE SWITCH I AT 60" A.F.F. ❑� DISCONNECT FAN FLUSH IN FLOOR R RHEOSTAT TELEPHONE OUTLET F L EXHAUST FAN ® AT 12' A.F.F. PADDLE FAN W/ LIGHT DUPLEX RECEPTACLE SWITCH W/ OR WD/ LIGHT R Ly DOOR DUPLEX FAULT a DIMMER TELEPHONE ET Z FIXTURE CLG. MN7ED. RELEASE DUPLEX RECEPTACLE SWITCH SPEAKER oV VOLUME Q� TOP REC. SWITCHED I�R KEYED ® IN CLG INCANDESCENT LIGHT I CONTROL II � DUPLEX WATERPROOFPTACLE SECURtTYKEYPAD ® WAEAKOURET FIXTURE CEILING MNTED. QUADRUPLEX II INCANDESCENT LIGHT RECEPTACLE TDUPLEX RECEPTACLE Q JUNC77ON FIXTURE WALL MNTED. UC UNDER COUNTER BOX SPEAKER HI HAT ® LOW VOLTAGE 4 HOME RUN ® CLG. MOUNTED TRANSFORMER O INTERCOM DOOR CAT6 ® HI HAT FB FAN BOX I STA110N CHIME 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 2 RANGE 2 50 6 12.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 25 10 4.5 0 1 IWASHER 1 1 20 12 1 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 5.1 0 IIIIIIIIIIIIIMM *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA 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: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: ALL EDGE OF SWITCH PLATES TO BE NO LESS THAN 4' FROM OPENINGS NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0—SC9120B KIDDE SMOKE-21007581 C/O 21006377—N NOTE: PROVIDE ARC —FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (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. let 10,000 at 100% = 10.00 REMAINDER AT 40% = 11.20 A/C LOAD AT 65% = 6.24 TOTAL = 27.44 27.44 x 1000/240 = 114.3 AMPS 200 AMP SERVICE M (1) SETS OF (3) 14/0 AWG THIN IN 2' CONDUIT 'A' PANEL 200 A 5/8' GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'—O' LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2389 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 7167 / 14 (GEN.LTG.CIR.) = 512 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. NOTE: THERMOSTAT TO BE 62" A.F.F. AND 9" HORIZONTALLY FROM ANY CORNER OF WALL OR OPENING PER PLAN c REVIEWEIII) #6 BODE COMPLIANT ST. LUCIE COUNT BOcc FILE C PROJECT LOG ISSUED FOR PRECON 04-16-20 ISSUED FOR PERMIT I OS-21-20 Uj 9 J w a Z J W � z < z W LL W ~ S LL -i Z J N 2 n Z`o pa C N -S u 2 T w ro a o 0 — 2 S rnW 'V 0d } a� ++ @ _ fo S 'a c O ra .n aL+ vi c En i L1 'O 402 v a CL k3 +L 0 m rya o+' V as Z7 + an cn LU N 2:E e i n�i O o E9 o (n Cn C C p 0 � c� z N LAD =1 i Z O Ce O m Ln z 2 w O w J ILL. Z 0 U W_ N r ® O � W 2:un U J ELECTRICAL PLAN E-1 W=26 woonsomm Product Submittal Sheet VINYLoorvis Rriww V ryl urpru 1 �'l1liFaw- h1714� ,•_ �mm 6„Id � > 1 ... i .. � .. ,.. M€ri Wall (M Style) Control Joint a'a a:l:e Pmduokl±rumbcr .�Qp. yh'^ "'• rl r"Il'\NV Ad II r o ,n I v:n11 1 ,„. r 3Pb ,N,b t, Ldulh dl T,,k i V,rr1cr o E-In inr Product Submittal Sheet ii.w'i rr .11' =. r o- 7 "nea 1.e rn EIDimS v ,r s.Lc v I : r 1154 41a& Soffit !tents (Cane Piece) ConP:noous one-piece Soffit Vent wth re!:^ .g rib to key s-'.a..,,, z�arnp, das[e- 0558-3ggV ,JB 3'vidt( ..... IIWtlM port btlfl g Iv 3 Son,\ t- C pi-r Sr111<rRwbin iv,tu „grb to koynto ebr000&3mp. pl"et V.rR0lpe n, p'u.'J Jh1 murd SoRiU *:.nd Vn't air, 1 kk C"idi, rvr.,mbo,. r, r br -,& and:urrcabtub ob toloton ATTIC VENT CALCULATION: (SQ IN) ROOF AREA CALCULATED ® 3295 (SQ.FT.) x 144 = 474,480 SQ IN. 15SQ IN.PER LINEAR Fr. 13REQUIRED1LF) NET VEN3,NT A,1165 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 I$ SEE PLAN/ ELEV. GALV. MIL. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED -/ SPRUCE FASCIA CEMEN71TOUS FINISH ON METAL LATH ATTACHED W/ 3' CONTINUOUS VENDNG ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORATIVE CEMENTITOUS FINISH OVER 8" CONC. BLOCK DO NOT EXCEED 5/8" THICK R 4.1 FI-FOIL BETWEEN STUDS 0'-0' FIN. FL. SLAB - m %S 12 6 R-40 BLOWN IN INSULATION PER ENERGY CALL RAT RUNS PER x TRUSS MANF. 5 11 DRYWALL OR 112' 'TOUGHROCK" (OR EQUAL) APPLIED TO ".if UNDERSIDE OF TRUSSES FIRE STOP 2'-0' CONE. 80x16' MASONRY BOND BEAM fP. O.H. W/ 115 CONT TOP & BOT - FILL W/ CONC. CONE. METAL POUR STOP 1/2" DRYWALL IX2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE Iudd0l L69q MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES & DETAILS ' 1 .M.- " • ' � I-III-LII SMOOTH 1 STUCC I CEMENTITIUw rlmmn, r rr. FOR WALLS -''•� ra SIUGOU BASE, IYP. D.P. +33.9 PSF ABV. D.P.= +33.9 PSF C STUCCO BASE, TYP. --- - -36.8 PSF F -36.8 PSF ABV. D.P.= +30.9 PSF PSF E BLW. D.P.= +30.8 PSF PSF 13 BLW. FRONT ELEVATION - MEDITERRANEAN 12 au-6� 6� El D.P.= +33.5 PSF 0-36.3 PSF D.P.= +31.9 PSF -41.7 PSF (AROUND CORNER) @ D.P.= +33.5 PSF 0-36.3 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF D.P.= +31.9 PSF 0-34.8 PSF O -34.8 PSF 0-34.8 PSF D.P.= +31.9 PSF 0 -34.8 PSF D.P.= +28.5 PSF L 31.3 PSF 14'-8" T.O.G.T. 11'-6" T.O.B.B. -11'-4' T.O.B.B. 9'-4" T.O.B.B. 0_-0" FIN. FL. SLAB 0'-0" FIN. FL. SLAB OD.P.= +28.1 PSF A -31.9 PSF LEFT SIDE ELEVATION - MEDITERRANEAN OD.P.= +31.9 PSF K -41.7 PSF (AROUND CORNER) R. C O M,'- ST. FILE 14'-0" T419.13.A1 12'-0" EO.B.B. ll'-4" T.O.B.B. 9'-4" T.O.B.B. ------ -----_-�-- 0'-0" FIN. FLOOR SLAB B D.P.= +29.9 PSF 0-38.3 PSF REAR ELEVATION PROJECT LOG ISSUED FOR PRECON 04.16-20 ISSUED FOR PERMIT 05-21-20 W LU r ' J LLl W aLLf 6 z E c� LL LL w z z Z � Z 3 N I {- n 0 a 0 CCCn 0 c an can m ?- �15LUto O O N N S Lin L_ ra = C O 7r C7 Lin c 01 'in (n ++ i 00 C ra N N ca C M 2� O a-.. a-+ CN (n o�wo0ai O G Q 0 - H _ Cn � c� c p O C=.7 Ij vi .0 Cl) Cl)Q 0 Y Ofa z ICU 2 Z O b i2 rn fie OO ui Ln Z R ce 0 IG-a 0 J l.L Z Q A o 0 O NO LU U � Q J LU X: En 1/4" = 1'-0" U.N.O. ELEVATIONS A-3 PROJECT LOG ISSUED FOR PRECON 04-16-20 ISSUED FOR PERMIT 05-21-20 ENG. AND APPROVED WOOD TRUSSES SEE NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER m m m of cd m m ¢1 ENG AND APPROVED WOAD 1RUSS5 SEE TYR WALL SECTION FOR ACTUAL HEEL FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE °d m °d m m m m C4 AND OVERHANG CONDI TYR WALL SEC7ION FOR ACTUAL HEEL RONS DISCREPANCIES o 0 0 0 0 0 0 0 AND OVERHANG CON0171ONS SEE TRUSS CONNECTOR SCHEDULE 'r 'w o A o SELECT CONNECTOR BASED ON LOADS PRE-ENGINEERED WOOD N A4 N'^ SEE TRUSS CONNECTOR SCHEDULE SHOWN ON FRAMING PLANS ROOF TRUSS 024' 0/C 2 SELECT CONNECTOR BASED ON LOADS INSTALL PER. MFR. SPECIFICATIONS SHOWN ON FRAMING PLANS SIMPSON MGT W/ 22-10d i A5 A5 INSTALL PER. MFR. SPECIFICATIONS NAILS INTO TRUSS O SEE PLAN I 16 I I I 1 i 4'-0" MA . I I I CONC. TIE BEAM OR MASONRY CONT. MASONRY BOND BEAM (1) 5/8' ANCHOR z I ABV 9 ° CONT POUR STOP NOTE. IF TWO STRAPS ARE USED INTO BEAM W/ O PLACE ONE STRAP EACH SIDE. 5" MIN. EMBED. 8 8' CMU WALL SET IN EPDXY r 1 AB O CONT. MASONRY BOND BEAM I 11 BLW 8° CMU WALL MAX. UPLIFT = 3965,E I ® uj 2 a5 CONNECTION DETAIL AS CONNECTION DETAIL A5 CONNECTION DETAIL el to g w I DI —i 1� 9! W W N CONT 2x4 VERT. 0 2'-0" 0/C I W LL LL a Z J NAIL TO TRUSS W/ (3) i6d NAILS /5 REBAR AT TOP I 14 I Z 3 u 19/32 EXT. PLYWD. SHEATHING MIN. (1} REQ'D i� A6 12 n NAIL PER DIAPHARCM SCHEDULE ,. -1/2' CLEAR I BL 13 I I= ? Q F = FILLED WITH GROUT / U = UNFILLED °' a C.M.U. J a I s z QUANTITY OF 11 REBAR AT O `a BOTTOM OF LINTEL CAVITY Q VIEW GROUT ( PEE INE RED'VD. R SS CONT 2x4 HORIZ. NAIL TO VERT. 8 F 16 -1 B /1 T /6 REBAR REINFORCING 1 W/ (3) 16d NAILS. PROVIDED IN LINTEL (VARIES) L— — — — — — — — — — — 24" / C P I C L 1 I� 5 VIEW J9/32 EXT. PLYWOOD LNOMINAL HEIGHT SHEATHING BOTTOM QUANTITY OF /5 1 A5 _ NOMINAL WIDTH REBAR AT TOP 7-5 8' ACTUAL ° ° NOMINAL HEIGHT! ,` cn R!. SECTION - I o c 4wwm I 5 1 _,o, o A5 CONNECTION DETAIL = p _� o TYP. 0 WALLS 8U8 8F16-OB/iT 8F16-1B/iT BF24-09/1T 8F24.1B/1T 8F30-1B/1T A5 c USP KCCQ44 OR - I - - _ \ ` — — g c s o O SIMPSON CCQ44sds2.5 AS a _ >- ` can FASTEN PER MANr. SPECS L�' aci o 0 Lu L J 5680/ MAX I O ® E EL$(3F-o N a� a o�he Wce p o �o o N C7 O Z U � W WOOD POST rn ?' SEE FRAMING PLAN II (6) 1/4 x2-1/2' I.G. I I I 17 I I I I SOS SCREWS TO POST I I I I SIMPSON HDU5 HOLD DOWN 5645/ MAX. ° I I I r I� , I o —� NMI (1) 5/8' DIA. I I — - WEDGE ANCHOR _° 4° MIN. EMBED. O . OLu 18 BELOW 0 I r 6 — — kA5120 — A5ca 0 -- A5 CONNECTION DETAIL $ 22 ® A5 , BELOW OVE C CD NAIL SILL PLATE THROUGH I I 23 124 1 v 0) TO CROSS BLOCK W/2-16d NAiLS I 3 MiLz u AT EACH TRUSS A5 _, FRAME KNEE WALL 2x4 STUDS 0 24' 0/C W/ 19/32° EXT. SHEATHING i i i — 2 ON S h 8 � PULL ON STAIR 3 • REVIEWS E° A5 ------ w/sw.Lr. A5 PRE-ENG WD. TRUSSES ® 24' o/C 1 s m m I UCIE O a TOE NAIL TRUSS TO CAP ODE CO LI r W/3-16d NAILS PRE-ENG. WOOD TRUSSES (SEE CONNEC77ON SCHEDULE) I o o SEE TYR WALL SECTIONS � o � CS ACTUAL HEEL AND ® m m % m m °j m 9 9 +R DO OVERHANG CONDIRONS o A5 o � A5 A5 I ^ I 19/32° EXT. GRADE PLYWD. NAILED A4 '�� 1 06 0/C AT PANEL EDGES & 12" 0/C FOR THE REMAINING FIELD W/ 10d NAILS TIE BEAM OR BOND BEAM O 2x8 VERTICAL. NAILED TO ROOF TRUSS W/ PLAN (3)10d NAIL , NOTCHED AND TOENAILED W/ - - - 1 (3) fOd NAILS TO PLYWOOD ON BLOCK WALL. A5 CONT. 2x4 RIBBON W/ 3-16d (3)1/1°x6° PCS. EXTERIOR PLYWOOD I 4 2x4 CROSS NAILS EA. STUD WALL W/ 3°T TO CONTOUR OF PINS 0 122' 0/C (11/4" EMBED) I CH, SHOT TO ® LJi BLOCK ®24" O/C TOP. TOE AS BOX -OUT DETAIL NAIL EA. END W/(3) i6d SECTION _ J ~ o NAILS SCALE. i 4 = i -0 Z TYPICAL TRUSS — m A O V 1/2' 3/8' CONT 2x4 VERT. 0 2'-0" 0/C I 0 W CONE 2x6 P.T. BUCK FASTENED TO LINTELS NAIL TO MUSS W/ (3) 16d NAILS I fV � � 6 W/ i/4"x3" LG. TAPCONS ® 12" O/c MAX. � U A5 AND TO BLOCK OR CONC. 19/32 EXT. PLYWD. SHEATHING N 0 J CONNECTION N N E C TI 0 N DETAIL 1/2' DRYWALL OVER W/ HILTT DNI-62-PB ® 8° O/C MAX. NAIL PER DIAPHARCM SCHEDULE ALLOWABLE LOAD 1061 //TRUSS UPLIFT TYPICAL FURRINGL P} I H W OO� 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF i I 0 Lu (/) by FREE EDGE DIMENSION EXCEEDS 24' 9'-4' T.O.B.B. 9'-4' T.0.8.B. SEE DIMENSION. NAIL TO BUCK AT EACH 11'-6" T.O.B.B. 11-6' 1/4" = 1' 0" U.N.O. END W/ (4) 16d NAILS. % 2 STRUCTURAL EXiRA LAYER OF 1/2" DRYWALL SURRONDING A5 FRAME ARCH EDGE OF MASONRY OPENING CONT 2x4 HORIZ. NAIL TO VERT. ) PLAN TYPICAL FURRING W/ (3) 16d NAILS. APPLIED TO SHEATHING 19/32 EXTERIOR SHEATHING VIEW W/PAPERBACKED HI RIB METAL LATH 1X4 BLOCKS ALONG ARCH A_ 5 2X4 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END 19/32 PLYWOOD ARCH NAIL TO BLOCKS ALONG END W/(3) 10d x 1-1/2' COIL NAILS W/(3) 10d x 1-1/2' COIL NAILS Z ' SECTION VIEW SECTION VIEW CONNECTION DETAIL C r 262 a5 a5 CONNECTION DETAIL "LOTTS" LINTEL BEAM SCHEDULE 1B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 1413 545 581 240 8F24/1B1T 2 5'-4° 10000 257 5698 106 8F54/iB1T 3 4'-0" 8859 250 5572 100 8F16/1B1T 4 5'-4' 5809 250 3057 100 8F16/1BiT 5 5'-4° 5809 250 3057 100 8F16/1B1T 6 3'-6' 10000 1057 9578 371 8F40/iB1T 7 4'-0' 10000 0 7184 0 BRF38 1B1T 8 5'-4° 1773 0 1135 0 8F8/1BiT 9 5'-4" 5809 946 3057 380 8F16/1B1T 10 4'-0° 2866 0 1753 0 8F8 1BiT 11 4'-O' 8859 1222 5572 365 8F16 1B1T 12 4'-p' 10000 92p 7184 331 BRF38/1B1T 13 13'-4" 504 0 555 0 8F8/1B1T 14 13'-4" 2047 1611 B66 621 BF24/iBiT 15 4'-0° 10000 257 7184 104 8RF38/181T 16 10'-6° 1664 250 830 100 8F16/1BiT 17 3'-6' 10000 408 7428 133 SF16/181T 18 7°-6° 2882 771 1548 308 8F16/1BiT 19 5°-4' 10000 400 6183 177 8F54/1B1T 20 5'-10' 1002 0 722 D 8RF6/iBOT 21 5'-10' 10000 462 5480 220 BF40/1B1T 22 3'-0° 10000 376 9578 250 8F72/iB1T 23 5'-4' 1773 0 1135 0 8F8/1BiT 24 5'-4° 10000 877 5698 267 8F40/iB1T 2- AW LAV 9 PROJECT LOG ISSUED FOR PRECON 04.16-20 ISSUED FOR PERMIT 05-21-20 2' SHWR ^ ' V \\2 V� LAV 2' TUB 2' LAV MASTER BATH 3' PLUMBING RISER DIAGRAM KITCHEN 3' J��2. VTR AW LAUNDRY wc SHWR CABANA REVIEW CODE CO' ST. LUCIt SC DO NOT SCALE DRAWING s w DI w w W :D Z=ti Z N w w J A N Z 0 oa En M O u �tco � T s _ 5 EI C c O v c fO n `phpep c 2 9 o- 2 JTC fC0 E d N N V d E O C [rob W E 0 - _ ig o Ij me c pC7 E �' o a+�i pYp 0 0 - z U C 0 '5 cu cu o W t z O b E2 rn ce 0 m Ln z ce O Lu O u- a lit H .Q; A ® o N o O w L) ' � J ® Lu 2: Ln 1/4" = 1'-0" UX0. MECHANICAL PLAN M-1 26 R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25 U VALUE SHGC TOTAL AIR TYP. WINDOW IMPACT .62 / .25 VOLUME CUBIC VERTICAL HEIGHT WASHER DZ FEET = 23890 SEPARATION IS 8SMOKE DEVELOPED INDEX 50. 28-1 DRYER VENT PROJECT LOG ISSUED FOR PRECON 04.16-20 ISSUED FOR PERMIT 05-21-20 ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.1 &t R302.9.2 FLAME SPREAD INDEX NOT GREATER THAN 200. SMOKE DEVELOPED INDEX NOT GREATER THAN 450. IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS CALCU TOTAL U/A COVERED ENTRY COVERED LANAI GARAGE TOTAL AREA LATIONS 2389 S.F. 98 S.F. 226 S.F. 582 S.F. 3295 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. IMPACT WINDOWS. 4. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F.F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-O' 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-40 BLOWN -IN INSULATION AT ALL A/C AREAS GARAGE CEILING (4) 20 METAL STUD' FLOOR RO CEILING GARAGE FLOOR ELECT. PANEL / CHASE FINISHED CEILING 2x WD BLOCKINI EACH SIDE OF I� FOR MOUNTING 2x MTL STUD! TYP. 5 d O n if INE CABINET CEILING 1 s" FRAMING " O.C. I N Lj oN =N �w U 00 0! Li FINISHED FLOOR SOAP NICHE TYPICAL 0 16 (n I 0 I DRYER VENT LOCATION A� FRONT VIEW 12• R-40 BLOWN -IN INSULATION AT ALL A/C AREAS AC CONIC. PAD DETAIL N.T.S. (2) FIT SM.S TOP & BOTTOM ® EACH STUD DELETE ALL FINISHED CEILING - SEE MEDICINE CABINETS TYP. WALL SECTION 2x6 BLOCKING ® THROUGHOUT HOME CABINET LOCATIONS. FASTEN EA. END TO STUDS W/ (2) /10 S.M.S. EA. END 25 GAUGE CHANNEL SHAPED STUDS- (2 'X4 STUDS 0 16' 0/C) (2x6 STUDS 24. O/C) W/1 FULL LENGTH LAYER OF (� 1/2- TYPE GYPSUM WALLBOARD U APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12" 0/C CONT 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB HILTI PINS .145" CIA x 1" I.G. 0 16" 0/C W/ I- WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING SCALE 3/4' = 1'0' (2) /10 SM.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE (i TYP. WALL SECTION iJ CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) /10 SMS 0 24" 0 C 25 GAUGE CHANNEL SHAPED STUDS 24° O/C W/1 FULL LENGTH LAYER OF O 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12- O/C CONIC. FLOOR SLAB HILTI PINS .145" VIA x 1' I.C. 0 16' o/C W/ I' WASHERS 1 INTERIOR PARTITION A.2 3/4" = V-1)" TEMP FRAMELESS TOP OF KNEEWALL W/" PT & 1/2 GL W/ CLIPS 2X TOP PLATE 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 WE SIDE KNEEWALL W/ DRYWALL & TILE FINISSH FINISH THIS SIDE a U L� � 0 ROMAN SHWR 1h PT 2X SILL PLATE L L L W/ 1/4- TAPCONS & FENDER WASH R TO SLAB L L L L L L L L L L L L ♦4• �... LLLLLLL TYP. KNEE WALL SECTION 1/2" - 1,O" ','... 0 I of z IL IL 0 0 w W N IN A m i M 16'-0' 8'-0' 8'-0" I I (2) SH 35 O (E ESS) �■m ■Q — — — — — — — — I I I I MASTER SUITE 9'-4•/10'-4• CLG. I I I I 10'-8• L— — — — — — — — FLAT ARCH SPRINQ 0 8'-0" Top �@ V-8" - I I I 2680 5'-B' SUB' O I m HERS 4 lV I I 12680 1 BRONZE SCREEN ENCLOSURE m m m c4 10'-0" PAVER EXTENSION mro mad 00 �� o0 15'-8" i — i K V o 4 1 , I 2880 3L LITE COVERED LANAI ABV. P ' , I 11'-4" CLG. I r m oo (ABV MAIN SLAB) ' BLW. 0 m PAVERS Aq N 02680 12080 SGD (4 PANELS) N yy 164 HIGH FG TRANSOM ABV SGL LITE _10 GREAT ROOM 11'-4' CLG. ^ N0 V 0 S-7 10'-6' 6'-10 1 SH SH 36 (TEMP)"SQ W/ 16" HIGH FG ABV 0 CABANA NOOK 11'-4" CLG• 1� 10'-2" I 0" 1C FLAT ARCH c SPRING 0 8'-0" '� TOP 0 8'-8" 5'FT -6" 2'-8" 5'-6" alRANGE W/lO MICRO ABV. n I� ISLAND KIT �1 Ss o 11'-4' CLG. a " > REF 25 z . N -2" 7 FLAT ARCH - — - — - — - - — - — - — - — --o--'----�z —t- o.'h C 4 SPRING W 9'-G" < i ml : TOP ® 10'-6' N a o — — — — — � FLAT ARCH Z v o RING 0 8'-0" I Illlo=,� 0+ " N FOYER II II u0o 0 pa[p� 12'-4" CLG. q~ z a 2'-6' 0 2'_6• IOi r'Pi io o 113 N �- o CASTER 3080 DR W/ SIDELITE &ARCHED I l o o 0 II, BATH 6 FG TRANSOM ABV CLG. 1 . ■ ■ m \ r'-4" o BV F a'_a• I 1n'_a• I N a• _a 1,_' a" �FLA A CH 36" GRIN ®8'-0" TOP -8" v 48 X 8 IMPACT GL I x 68' DEEP - 4TWD TU DECK (t QI m (Li .• v� t V-8' 5'-0' 8'-4" I 0 N I I I I ENTF Y 14'-8' LG. 6'-e" PAVERS I a I c I � I i A A4 1T-10' i0 N 1'-4" 2' 0' a LINEN UTIL. a • N 5 SH /s �O r PT D �r 1� DINING®�, I 11-3 II �Pr w� o• 12'-4" CLG. 5 I — Ulm 26 o 4 3 -• VENT 0a BEDROOM 3 9'-4" CLG. BEDROOM 2 9'-4" CLG. 6'-10" 6080 BP I BATH 2 ` o I of c� I 5 SH MECH p E o 4'-0' ■ a 4'-0" L.T. 4663 FG m GARAGE SEPARATION W/FG TRANSOM AB u 1 • / REQUIREMENT'S PER I o306.2 20 MIN. SOLID CORE R-11 GATT INSULATION ® DOOR W/ RABBITTED JAMB OVERSIZED 2;744' —WEATRERS1R1P151N� — PULL ON STAIR L W/SW LT.mmmm mm oo:o oId - ATTACH P.T. 2X8 ABV. GARAGE DOOR PER MANUF. SPECS 22'-0" 2 CAR GARAGE 6'-6" L 2'-0' L 2'-8" SMOOTH COAT STUCCO FINISH c EXCEPT AT DRYWALL w � I 22'-0" HOSE BIBS - — — — — — — CHASE � o ■ ■ ■ OSH 35 Full I IN� 5'-0' 1' B'-4' 7'_8• 23'-4' O O I� w w e uNi J w w a -nLd <� r m LL w Z Z y s o J r H 9 o Q v N a m = Z ° a Oa � m o O O C O 2 i '2 C O'U -D L CO to N L .3 tD = (D�; (A �� Y -8 & ++ p� ICJ j �amOC.�,(sv Z5 o no 0 a o a v o coo CE C cr 0 p aj L O S > d 2 (� O (n 0'�•a c pC7 g m cu IA Y1 FILE C P o1L.L W IiQI A o 0 W o u W [V Q U ❑ J c W —1 � U) 1/4" = 1'-O" U.N.O. FLOOR PLAN A-2 AW 262 PROJECT LOG ISSUED FOR PRECON 04-16-20 ISSUED FOR PERMIT 05-21.20 TYPICAL INSTALLATION WINDOW ASSEMBLY TENERS AS REQUIRED WINDOW MANUFACTURER MARBLE CAULK SEAM AT re A, WINDOW INSTALL -MORTAR OR :. GROUT •., . 1 2" .. n DRYWALL .,., < P....... •. _. a._. a.... .. .. �.... .... -.. .. 3/4- FURRING TO • ° MASONRY WALL . a a " .. CEMENTTOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) *CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2017 703.4 LIQUID APPLIED FLEXIBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MANUR SPECS -T SILL IN FULL ORTAR BED AND HEAD JOINT STUCCO OR DECORATIVE CEMENTITIOUS COATING 161MIll PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION PROVIDE CEMENTITOUS FINISH PRIOR TO METER INSTALL 12 6[� D.P.= +33.5 PSF -36.3 PSF W PRE ENGINEERED WD. TRUSSES �— @ 24" O/C TYPICAL o OPENING TO DINING. � a ROOMEE 7c COUNTER BEYOND LOW OV. PATI GREA ROOP� FOYER O D.P = +32.4 PSF -35.3 PSF ENTRY OD.P.= +33.5 PSF D -36.3 PSF +32.4 rbr U -35.3 PSF RIGHT SIDE ELEVATION - MEDITERRANEAN CEMENTITOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O.C) 12 6 —I 0101100 r I I1011101 ICI ICI _I _I I� ICI ICI I ICI ICI I ICI GARAGEBEYOND BUILDING SECTION A -A CONC. COLUMN DRYWALL BOARD PANEL ANCHOR FRAMING ATTACH 3 16" A-3/4" Ix2 MIN. P.T- BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONIC. OR MASONRY WEATHER STRIPPING DOOR MANF. CONIC. OR MASONRY %/ TAPCONS §CR�WS 0 8" O/C 1-1 2 CASE HARDENECOI / " PERIMETER SEALANT 2X6 P.T. BUCK RIPPED GA GARAGE DOOR C—ISALV. FILL SPACE W/ FILL SPACE W/ NAILS AT 12° 0/C. MAX. CONIC. OR MASONRY TO WIDTH OF DOOR JAM SR VERT TRACK EXPANSION STRIPS EXPANSION STRIPS CONIC. OR MASONRY 1x6 P.T. BUCK SET IN SET IN SEALANT FASTEN MANF. FASTENED TO CAULKING CONIC. OR MASONRY lu ° Ro' SEALANT AND NAILED W/1-1/2° CASE HARDENE W/ 114' DIAL x 3-1/4' TAPCONS 3" FROM EE TRACK BRACKETS W/ TRACK �1/4'-20x1/2' CARRIAGE ° GLASS BLOCK W/ _ a OO'- ' Oo / MAX.INAILS AT 12" 0 C. .QOo _ Q . o AND 12" 0/C MAX. B 5 - LOCK NUTS LADDER -TYPE REINF. DRYWALL BOARD gO DOOR TRIM CALV. STL TRACK BRACKETS FASTENED PANEL ANCHOR FRAMING DRYWALL BOARD CAULKING ALUMINUM FRAME, FASTEN DRYWALL BOARD DOOR FRAME TO WOOD JAMB W/ 3/16 " LAG SCREWS - ATTACH W 3 i6" x 1 3 4" // / CAULKING TO STRUCTURE THRU BUCK CAULKING FASTEN TO BUCK W , / E6 G0 x 2 P.T.T 2x8 .T. ATTACHED TO o TAPCON SCREWS 0 8" 0/C GLASS BLOCK W/ 3f16 TAPCON SCREWS ®12 0/C. MIN. 1-1/4" EM D DOOR FRAME SC SCREWS ®2'-0" 0/C NANu.5 METHW OF COLUMN W/ 5/8' WEDGE PERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANT FASTEN TO BUCK W/ (2) 3/16"x2-1/2' TAPCON DOOR TRIM ATraQIMEWTSHAU. ANCHORS ®2'-0' 0 C VERT. PREVAIL MEN ,SUBMITTED / MAX. STUCCO FINISH STUCCO FINISH STUCCO FINISH SCREWS 0 2'-0" O/C PERIMETER SEALANT W/ COIVPLETE INSTRUCiTONS 26 INSIDE ED%E of 2x8 JAMB DETAIL (GLASS BLOCK) HEAD DETAIL GLASS BLOCK ( ) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 ENDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEADNAMB DETAIL (DOOR) IF GARAGE DOOR VERTICAL REINFORCEMENT PANEL ANCHOR FRAMING ALUMINUM FRAME, FASTEN REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE ATTACH W/ 3/16" A-3/4- TO STRUCTURE THRU BUCK DOOR THRESHOLD SET BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, TAPCONS SSCREWS 0 8" O/C W/ 3/16' TAPCON SCREWS ALUMINUM FRAME OOR FRAME FASTEN IN BED OF CAULK & 4" MIN. EMBED MAX. 6" FROM EACH SIDE OF THE GLASS BLOCK 0 12 0/C. MIN. 1-1/4 EMBED TO SILL TO BUCK W/(2) 3/16"x FASTENED TO SILL W/ x 1 1/2" SCREWS BRACKET. PERIMETER SEALANT "SE SCREW 0 2'-0 SCREWS ®2 -0" 0/C ®18' O/c PERIMETER SEALANT CAULKING STUCCO FINISH OR MASONRY FLOOR COVERING k—CONC. FLOOR COVERING 1x2 MIN. P,T. BUCK SET IN OOo 0°0 .oQo ° •O ' Oa PRECAST OR POURED SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. •o . Oa 'j L PRECAST OR POURED SILL W/ 1 �15 BAR o O o .. o 601 % 6 GROUT BED o o U° o %..0 O 'O . o � CONIC. FLOOR SLAB SILL W/ 1 #5 BAR DRYWALL BOARD CAULKING PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT MORTAR JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) STUCCO FINISH SILL DETAIL (DOOR) SILL DETAIL (GLASS BLOCK� WINDOW ATTACHED ACCORDING TO FBC 1 07.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 14'-B" T.O.G.T. OL 11'-6" T.O.B.B. 9'-4' T.O.B.B. OL 0'-0" FIN. FL. SLA18 14'-8" LO.G.T. 12'-0- T.O.B.B. 9'-4" TO.B.B. CODECOMP ST. LUCIE �s' B0 W W a Z J W Z� < Z.LLT >y N LL F A Z 0 � Q Z t Oa 9 Lfu, wA0 �,� a �_a) 2_ t f0 O -02 -C, r; o a P3 5 o rcao m p ++ N (n o E' E +z0 'G (IJo E yam' o °� LO �c,o— c�F-0 c pC=7 w 6 E " o ~O � pNppe 8 fu Nv C�7 Ntin i V J �1 LLJ L0 d E ® 0 T U s e C J u ENO Ban0C`4 mc s 0 n jNT 'y Q J LL QI W l� A o 0 N 0 W_ � � J W 1/4" = 1'-0" U.N,O. SECTIONS ELEVATIONS 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. w.26 � r cv VV V 5' 8 7/8" 10' 3 1/8" 13' 2 3116'° n 3' 7 7/16" 6' 10 1/2" 12' 1 118" 5' 8 7/8" � � —Ni �� I � c0 LO V M N Q Q Q Q Q Q W Q O CA P Q Q — N CD c- e-- '. e- Q Q Q 'ct LO to P- 00 CA r .— r r Q Q Q Q Q Q O N Q 00 "v D D U D EY m D w p w 0 D o 0o D D1 J J J I . — LG. I ' . 4 j4� J5 J5 J50 J J5 0 J5 m LL o J5 w z w 0 J5 N N J5 J5 J5 11 9'� 4 CLG. 9'-4" CLG. G. COL. T OP 13. N a N 0 c 10'-4" CLG. 9'-4" CLG..: 4 I . 3 1,-4" LG. 8" 2 a . . .. 1_4„ LG, . `- 0 a 15'-1j" CENTER OF COL. a A U A BRG. AT 5'-8" A v COL '-4» A cNi TOP A v A a -"_4 J5 J5 J5 a N J J J J J J J4 �, J I 2' 9 —4" LG. 2' . . . ;. . . CRIC BUIL ET B ER 2' 2' J5 J5 J5 J5 N i co J5 J5 J5 J5 J5 B1 B1 61 B1 B1 z v7 B3 N N B4 B5 B6 J3 J1 1,_4e LG. + + + + + + + + + + + T I °° + ++++ + + + + + f + + + + ++ 12'-4 CLG. + + + + + + + + + + -I- + + + + 5' ++ + I + + + + + + 9-4 CLG. 1 J1 A l I - ---- '� --- r` i - A A ALA MV2 MV4 MV6 A V1 A A rAInA E1 E2 N M 2 10 M J1 -' L H1 9'-4" L CLG. A A JA L H1 L E5 CLG z -9 A H4 J1 LL M FGA '� Co62 1 G' Qv -Mi Q i -� 9'-4" CLG. N J3 L L LO H2 H3 N Lo J1 L L 4' 4" 1' 8" 5101, 18" 2, 4" 2' 0" 6'6" 2, 0" r 6' 6" 2. 0,. 2, 6w id 7, 6" 7, 6e 1' 8" 5101, 1f 8" 1. 60' 0" ALL WALLS SHOWN ON THIS LAYOUT APPROVED TRUSS ANCHOR BY BUILDER ARE TO BE LOAD BEARING SQUARE CUT OVERHANG 9'-4 mom 11'-6" s r12- 11'-4>, e B $,. 12 ' — 0" BRG. nE-:O:- 14'-p 11 11=1T_I-1 I1=- I1=1I ( 14'-8" KNEE WALL BY BUILDER TOP AT 14'-B" BOT AT 9'-4" TRUSS BEARING HEIGHT SCHEDULE TYPICAL TRUSS FEND DETAIL i i J5 'I INDICATES LEFT END OF TRUSS HANGERS TO BE USED (Simpson) or (Usp) Q HUS26 OilHUS26 (D HGUS26-2 QC THDH26-2 QD HGUS28-2 QD THDH28-2 QH HHUS46 QH THD46 (D LUS24 (D JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZA11ON 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 "BCSI-B1 Summary Sheet �NNTARY and RECOMMENDATIONS for HANDLING, REVIE ED 1SLLING & BRACING METAL PLATE CONNECTED CODE CQ PLMNWES (TPI). ST �.0 ;1 COUNTYI-ARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY is Cr✓ AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE l FILE ' 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 drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER, -. NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REO RED IN SPECIFIC APPLICATIONS SEE "BCSI—B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING. INSTALLING k BRACING METAL PLATE CONNECTED WOOD TRUSSES (TPI). TRUSSES ARE TD BE ERECTED AND FASTENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED NTH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE. TRUSS COMPANY SUPPLIES ONLY TRUSS TO 1RUSS CONNECTIONS (� TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE Q CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGERIS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MWFRS(Envelope)/ASCE 7-10(Low Rise) Exposure Category : C Bldg Category : 2 Wind Design Velocity: MPH Imp. Factor : 1.00. ttfind Load Duration Factor : 1.60 Mean Roof Height : 16' Brim M Bleddy Struct Eng 176051 2590 N. Kings Hioway Fat Pierce, FL 3495t (772) 464, 4160 R S-'—'-- N CD -FEE: N Trusses shown this layout are a component part of the building S and show t location. Proper erection, temporary and _ permanent bra0% design are the responsibility of the building designer or his %ginser . Lateral bracing shown on the individual USS (772) 464-4160 truss drawings must be placed during the erection procedure. C nl' c JOB NO.: 2590 N. Kings Highway Fort Pierce, FL 34951 asrom j LOT: 262 BLK; ADDRESS: int Wcfie Count FL' Avalon Mediterranean Nw— Wall SUBDIVISI' Meadowaad i 4"=1'-0" 04 24` 20 DnG