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HomeMy WebLinkAboutApproved PlansALL MANUFACTURES LABLES SHOWING s�goa aie��naaY'n H1tM A'taw U FACTORS AND SHOO COMPLIANCE < OJ B�OdD NI'Ad�SS303N 99 AYyf WITH FBC ENERGY CODE MUST lYFll Sd0103dSN101212 Au O3dlflbad REMAIN ON ALL DOORS AND WINDOWS 9140I103HHOO ANY Ol 1031'9f1S 3dY' UNTIL INSPECTIONS ARE APPROVED XHOM Q3SOdOUd 11Y ONV SNYId MIRL OUNTM 1sUILITING IIIMION FOR COMPLIANCE AND PERMIT MUST BE KEPT INSPECTION WILL BE MARL File t ����bN$If11l,ItYOFiHE PROJECT LOG JED FOR PRECON 01-09-17 JED FOR PERMIT 02-09.17 G COMMENTS 03-28-17 GENERAL NOTES MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. THIS PLANS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE 5TH EDITION. 1. CONCRETE UNITS TO BE ASTM C 90-90. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. FlRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-0' O/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE I. 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. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. FLORIDA BUILDING CODE. 2. ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. BUILDING CODE 5th EDITION 3. CELLS, UNTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE USING THE 2014 FLORIDA GRAVEL CONCRETE. LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDEUGHTS, 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 COUNTY AND ALL APPUCABLE AMENDMENTS. DOORS AND FRENCH DOORS SHALL BE TEMPERED. RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS COPPER OF EQUAL AMPACITY. 4. REINFORCING: ACCORDINGLY. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY NTH THE BUILDING ENVELOPE ENERGY 3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. VERTICAL EGRESS WINDOWS SHALL HAVE MINIMAL NET OPENING OF 24' HIGH, 20" WIDE, AND MIN. NET 3. FINAL SIED SEALED TRUSS DESIGN THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE ALLMUST OFFICE FORREVIEW.DTRUSS DESIGNERS MMUUSTT PROVIDE TRUSSECONNECTIONS AS ART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR. THE DESIGN. SHALL DISPLAY LABELS SHOWING COMPLIANCE WiTH THE F.B.C. GRAPIER 13 ENERGY 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER EFFICIENCY SECTION. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WiTH SECTION 2411 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. 6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONMED BY SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.. ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7• PROVIDE DISCONNECT SWATCH OF SIZE AS REQUIRED BY LOAD AND UNITS. THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F,B.C. 2014 C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION, REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY REUEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO 8, PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT ABBREVIATIONS 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. EXT. EXTERIOR M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. ABV ABOVE AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE. 9. PROVIDE OF BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD STL STEEL 7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. BI FOLD FIR FRENCH DOOR 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 B.F. FINISHED MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS B.P. BI PASS ElBLOCK FIN. FL FLOOR MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. BEAM SCHEDULE NOTES SELECTED BY BUILDER. BLW. BELOW G.T. GIRDER TRUSS MIN. MINIMUM T.O. THROUGH OUT 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BRG. BEARING GA. GAUGE M.O. MASONRY OPENING T.O.B,B, TOP OF MASONRY BOND BEAM HORIZONTAL* BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. EITM. BOTTOM OLD. CEILING GAILY. GFI GALVANIZED GROUND FAULT INTERRUPT MONO. MONOLITHIC METAL T.O.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE UNTEL (MARK V) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'DMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.Y. OUTLETS FOR CABLE AS SHOWN ON PLANS. CMU CONCRETE MASONRY UNITS GGILW GWB GLASS GYPSUM WALLBOARD O.H. O.H.D. 0/C OVER HEAD DOOR ON CENTER U.N.O. U.N. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL: NOTED "BB') MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES COL COLUMN CONCRETE CO. GYP. BD. GYPSUM WALLBOARD P.L.F.p,L.F. POUNDS PER LINEAR FOOT UL UNDERWRITERS LABORATORIES A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. ALL BOND BEAMS (MARK REINFORCING SHALL BE CONTINUOUS THROUGH BONDNIC. BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. IN DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER CSMT. CASEMENT HGL HEIGHT HOOPS P,S.F. POUNDS PER SQUARE FOOT V.I.F. W.A. VERIFY IN FIELD 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 SHAD- BE GFCI PROTECTED ACCORDING TO NEC 210-8(a). DBL DOUBLE HPS. HR HOUR P.SI. -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 80 TO FIT BLOCK CEMENIITOUS MATERIALS AND THE WOOD AS PER CODE. CIA. DIAMETER DISP. DISPOSAL HS HORIZONTAL SLIDING P.T. PARTN. PRESSURE TREATED PARTITION WC WATER CLOSET WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. DP DESIGN PRESSURE HVIHZ HIGH VELOCITY HURRICANE ZONE INSULATION 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. 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 UGHTING CIRCUITS DR. DOOR DW DISH WASHER INS. INT. INTERIOR PLYWD. R.O. PLYWOOD ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWATCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE E.E. EACH END LG. LONG S.C. SOLD CORE 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. ELEC. ELECTRICAL ELEV. ELEVATION UN. LT. LINEN LIGHT S.G.D. SF SUDING GLASS DOOR SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. E.S. EACH SIDE LT. LAUNDRY TUB SH SINGLE HUNG 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18, ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-O" HIGH CLEANOUTS SHALL BE SEALED'AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL SINGLE PHASE 15 AND 20 AMP BRA 1 ST. LUCIE COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS GLASS ATTACH.NG BUIPRESSURE LDING IGN PRODUCTPRESSURE OPEN ID PRODUCT MODEL # MANUF. DESCRIPTION DAEMBED. TMFlLLTALL ANUR HOLES A FL-9174.4 R11 9100 OHD 16080 WAYNE DALTON N/A 5/18'X 1-5/8' LAG SCREW AT EA JAMB BRACKET D.P= +28.4 PSF +39.2 PSF -43.7 PSF 8'-0' DOOR HGT. = 5 BRACKETS EA. SIDE -31.3 PSF B FL 17499.4 SH 35 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF 55.0 PSF -55.0 PSF . 012' O/C MAX. SPACING -34.7 PSF C FL-7630.1 2880 DR THERMA TRU N A - 0 1 4 TAPCONS W 1 1 4' MIN EMBED CORNERS , - D.P.- +31.9 PSF +50.0 PSF -50.0 PSF 4' & 18.3Y 0 C MAX. SPACING -34.7 PSF p FL 1749y 4 SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P = +31.9 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX. SPACING -34.7 PSF E FL 17499.4 SH 23 MI WNDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF 012' O/C MAX. SPACING -36.3 PSF F FL 17499.4 SH 25 MI WINDOWS & DRS NON IMPACT 3/i6' TAPCONS W/ 1-1/4" MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF 012' O/C MAX. SPACING -34.7 PSF G FL 15349.6 12020 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16" TAPODNS W/ 1-1/4- MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 0 12- O/C MAX. SPACING -41.7 PSF H FL 17499.4 (4) SH 26 W/ MI WINDOWS & DRS NON IMPACT 3/1V TAPCONS W/ 1-1/4' MIN EMBED D.P= +28.4 PSF +55.0 PSF -55.0 PSF FL 15349.8 (5) F.G. ABV. 0.727 O/C MAX. SPACING -34.7 PSF I FL-7630.1 2880 SGL LITE DR THERMA TRU NON IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0 DR= +33.5 PSF +50.0 PSF -50.0 PSF - -- 4' & 18.33' O/C MAX. SPACING -42.5 PSF J FL 17499.4 SH 26 W/ MI WINDOWS & DRS NON IMPACT JP6" TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 15349.6 F.G. ABV. 012' O/C MAX. SPACING -34.7 PSF K FL 17499.4 SH 26 W/ MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 15349.6 F.G. ABV. 0 12' O/C MAX. SPACING -34.7 PSF L FL 17499.4 / MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W{1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 15349.6 V. 0 if O/C MAX SPACING -34.7 PSF M FL 15332.5 GD MI WINDOWS & DRS NON IMPA 3/16'- TAPCONS W/ 1-1/4' MIN EMBED D.P= +28.4 PSF +55.0 PSF -55.0 PSF f12020 0 12' O/C MAX. SPACING -31.2 PSF N FL 15349.8 NSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF 012' O/C MAX SPACING -34.7 PSF 0 FL-7630.1 28W SOL LITE DR THERMA TRU NON IMPACT 1/4' TAPCONS W/ 1-i/4' MIN. EMBED CORNERS 0 D.P= +33.5 PSF +50.0 PSF -50.0 PSF 4- & 18.33' O/C MAX. SPACING -36.5 PSF P FL 17499.4 (2) SH 26 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED DR= +31.9 PSF +55.0 PSF -55.0 PSF 012' O/C MAX. SPACING -41.7 PSF 0 FL 17499.4 SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4" MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF 012" O/C MAX. SPACING -34.7 PSF R FL 17499.4 SH 25 MI WINDOWS & DRS NON IMPACT 3/16' TAPOONS W/ 1-1/4' MIN EMBED D.P.=. +31.9 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX. SPACING -34.7 PSF S FL-7630.1 2880 DR THERMA TRU N/A i/4' TAPOONS W/ 1-1/4" MIN. EMBED CORNERS 0 D.P= +31.9 PSF +50.0 PSF -50.0 PSF 4" & 18.33' O/C MAX SPACING -34.7 PSF T FL 17499.4 SH H33 MI WINDOWS & DRS NON IMPACT 3/16- TAPOONS W/ 1-1/4" MIN EMBED D.P= +33.4 PSF +55.0 PSF -55.0 PSF 0 1f O/C MAX SPACING -36.3 PSF U FL 15349.6 6020 TRANSOM MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.4 PSF +55.0 PSF -55.0 PSF - 0 12' O/C MAX SPACING -36.3 PSF V NOA NO 4040 12x12 MULIA, INC NON IMPACT DRIVE PINS W/ 1-1/4' MIN. EMBED. CORNERS 0 Q,P= +31.9 PSF +55.0 PSF -55.0 PSF 1 15-0217.12 GL BLK Y MIN. & 3' MIN. O/C MAX SPACING -41.7 PSF IN 99. SH 26 MI WINDOWS & DRS P 3/16' TAPCONS W/ 1-1/4- MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF 01f O/C MAX SPACING -34.7 PSF X FL-15037.4 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 4' & 18.33' O/C MAX SPACING -32.7 PSF Y FL 15349.6 6432 ARCHED MI WINDOWS & DRS NON IMPACT 3/16'. TAPOONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF TRANSOM 0 if O/C MAX SPACING -34.7 PSF Z FL 17499.4 SH 36 MI WINDOWS & DRS NON IMPACT 3/16` TAPOONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF 0 12' O/C MAX SPACING -34.7 PSF AA FL 17499.4 SH 24 MI WINDOWS & DRS NON IMPACT 3/16' TAPCONS W/ 1-1/4- MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF 0 if O/C MAX. SPACING -34.7 PSF BB FL-9174.4 111 9100 CHID 8080 WAYNE DALTON N/A 5/16-X 1-5/e" LAG SCREW AT EA JAMB BRACKET D.P= +29.9 PSF +39.2 PSF -43.7 PSF 1 8'-0' DOOR HOT. = 5 BRACKETS EA. SIDE -32.7 PSF 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 NCH CIRCUITS SUPPLYING OUTLETS DWEWNG UNITS 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 IV 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 1600 KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4" BEAMS AND COLUMNS - 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 016' O.C. PLUMBING NOTES ON 0.006 MSQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, NTH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12' O/C MAX. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE NTH FOOTING CENTERLINES UNLESS CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CONCRETE: 3 4 LONG STUB NAILS W 3 8' HEAD. HORIZONTAL AND VERTICAL WOOD 0 E CHAPTER 11. OTHERWISE NOTED. FRAMING MEMBERS W NAILS OR STAPLES TO PROVIDE AT LEAST 1-3 4' PENETRATION SAFELY B ELY 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TOINTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3 4 PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10-0 FROM ROOF JACKS. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. WELL GRADED SAND COMPACTED TO ACHIEVE A DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DOOR BEAMS (28' MAX.) AND ADD 2- i BARS BOTTOM IF DROP EXCEEDS B'. MR. FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC, USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER 7, DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 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 .120" DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHAI1 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 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.21 . REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2014 5TH EDITION & ASCE 7-10. CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL" { () AND CHAPTER 28 OF THE FLORIDA BUILDING CODE, 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1). 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, I. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION. MATERIALS DOORS NOT LESS THAN V* (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-36 LESS THAN 1" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. n BOLTS - A 307-00 TUBULAR - A500-010 GRADE B (42 KSI) PROPOSED SINGLE FAMILY RESIDENCE BY: 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL -DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE r GARAGE 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT ;- LOAD SCHEDULE LESS THAN }" (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. G'LL"Fj-v0 0Nv/' E LOCATION LIVE READ PARI'N TOTAL rl GROUND FLOOR aD so ,o ,ao DRAWING INDEX SECOND FLOOR 40 15 10 65 ROTC-1 COVER SHEET 30 18 0 48 A-1 FOUNDATION PLAN MARCH RESIDENCE ATTIG 2D h. ° 30 A-2 FLOOR PLAN AND: A-3 ELEVATIONS ULITIMATE WIND SPEED = 160 m.p.h. A-4 SECTIONS SAWGRASS BUILDING RISK CATEGORY = II A-5 STRUCTURAL PLAN BUILDING DESIGN AS ENCLOSED A-6 TRUSS PLAN EXPOSURE = C A-7 DETAILS, NOTES &SCHEDULES I° ROOF DEAD LOAD FOR WIND E-1 ELECTRICAL PLAN LOT283 DESIGN TAKEN AT 10 P.O. M-1 MECHANICAL PLAN NOIEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE SYMBOLS LEGEND MEADOWOOD WITH CHAPTER 16 THE FA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR 1 DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY DETAIL INTERIOR � COPYRIGH' 2017 THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE # 4 DWG. 2 FACTORS TO OBTAIN TEST PRESSURES. SCALE ELEVATION ,{ 3 # DETAIL TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS Dwc. SCALE COLUMN LABEL - N N ❑ a N ® ® ® ® F# FOOTING LABEL SECTION Hi � H Dwc. SCALE m co POT SHELF HEIGHT ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONS FL 15353 MAX 84' VERT MI WINDOWS & DOORS 1/4' TAPCONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CLIP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF (2) 10d RING SHANK NAILS -83.4 psf -172 psf. ROOFING NOA NO. 16-0314-.06 EAGLE ROOFING BEL-AIR CONCRETE 11LE PRODUCTS ROOFING NOA NO. 12-1219-.01 AL 71LESEAL MEMBRANE: 1 OR MORE PLIES OF BORAL TILESEAL N/A N/A UNDERLAYMENT PEEL & STICK SBS UNDERLAYMENT PRODUCTS UNDERLAYMENT W/ A MIN, 3' HEAD LAP & MIN. 6" END LAP SIDING STUCCO N/A N/A N/A N/A 1-1/4- RING SHANK ATTACHED TO UNDERSIDE OF SOFFIT STUCCO N/A TRUSS SPACED 0 EVERY HI RIB (4" 0/C) W/ 71W N/A N/A EMBED. PER NAIL HURRICANE PANELS FL 16293-R1 HURRICANE STORM 1/4" -20 x 3/4" S.S. 37.7 PSF +49.0 PSF -56.0 PSF 120' MAX. SPAN GALV STEEL PANEL PANEL KNURLED STUDS 12-1/f O.C. TOP AND BTM MANUFACTURING, NC AS NOTED 25}" SECTION E'l!/!1!/!U/!l//1l// DROPPED SOFFIT 52d" SCALE eUi!!!i!1!i!lliluid HEIGHT AS NOTED a Z - 7 W- ARCHED L PUN OR PEEING SEE SH 15 SH 25 SH 35 SH �i35 WOOD2x P.T. L BUCK #)-LiNTIEERORSCALE ELEV. ALE MASONRY CONSTRUCTION ® • SHOWN TYP. TYPICAL M.O. 20 1 8' M.O. 38' M.O. 54 1/8" M.0.27 1/2' 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. 77 1/0 W / X 98 1/2' H X 98 1/2' H X 98 1/2" H X 98 1/2' H X 98 3/4' H GROUT FILLED CELL SEE 1x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD B� BEAM LABEL �� P.T. WOOD BUCK P.T. WOOD BUCK EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB FOUNDATION PLAN 38" 70" 38" , \�' • • u a N ® A REVISION CONSTRUCTION FRAME EDGE OF SLAB N SH 35_k ," • NORTH ARROW ® CONSITRUCTIONE 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 14" SIDELITE PR 3080 DR 10L`p `2s �� (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) BREAK LINE ELEV BEAM HEIGHT CHANGE o r r r A, , DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 296. 5/4' BOARD OR I& u� M GRAPHIC SCALE w fYP. BAY YY I WIDOW CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE, ScAEE: 1/B' - 1-0• 0'-0" FIN. FL SLAB FLOOR ELEVATION \, J ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. 7r Ali W rn o w U J 4a J "� U4 L�--L•]� c m m LL W J J Z m LL i i S W � J a J z Q Z c L a 0 c a 0 O O N 0 c p tp Q O A CL Zn Q O V N N raE N O d _ (f _ N a S aJ `� v cp c C7 dJ w- 'L7 co c c E O c c «n ra N E E O 2 p $ E o c O V Lo " c au E o n = cn a O O 2 (/1 c L) O LL.I E -p O d S Z v Q s O N -D Z 0 iP C C t-y p 0L C 0 u U t3i 6 U) G ■« F LdT.�1 a s« K ( • C iF l l .J �.P N 0 CV M� F� J � LL � Q I� z � CAI O O W M � N Q J Q W 1/4" = 1'-0" U.N.O. COVER SHEET �.A 0i h SEE SHEET A-7 FOR SCHEDULES AND DETAILS NOTE: .File Copy PROJECT LOG ISSUED FOR PRECON 01-09-17 ISSUED FOR PERMIT 02-09.17 w 0 N W � J J #_ W W a m w d LL J Z m LL d6 � A Q J � a J z � z c 0 Oa 0 p O O p 7 p •� 0 2O O -0 N L C N f6 C m E .y O Vf N i C c = a) ° o �o (7 :5 Ed O C O= N O j C Q U (1] E E O f6 v C vi a� N p E ~O p t N N U' Z V O-s V 0 0 CL Q Ln E C u U U C_ % W C Q CJ . S hJ s h. o w a V� LL- zo e� z o 0 Fil M 3 UJ ' J OJ W 1/4" = V-0" U.N.0, FOUNDATION A-1 MW - 283 File Copy °v -u 18'-10" 33'-9 1/2" 13'-2 1/2" 24'-10" 9'-0" 9'-10" 21'-5" 5-41/2" 7'-0" 6'-0" 4'-2 1/2" 3'-0" cc m m R-11 FOR 0 - SOUND INSULATION CHASE FOR SH 25 OO O SF 25 A/C LINES O O SH H33 OHEAD (EGRSS) (EG ESS) ro o 8G 0" Low i - - - R N HEA SEAT _ °° o 04 I-------- 1 SHWR '-5 14 - - - - -23 1- - - - - -- 4" I HERS 14'-3"00 6'-11" 2'-9" ■ o0 CROWN MOLDING F�- I 01 `� i- THROUGHOUT PERIMETER -MASTER LINEN ao TEMP HW�ENC SUE V I SUITE R o 96" A.F. `^ TU m �o 2'-6 1/2", S' y ,� ADD WOOD BACKING AT TOP OF I 10'-0" TO 11'-O" COFFER CLG, 0 1 ICHE W/ FLAT ARCH '% _-ALL o 42" A.F MASTER BATH KNEE WALL AND _ " »"» x SILL o 36' A.F.F 0" 1-8 1/ 3 -11 1/2 1 -8 1/ 6 BOTTOM OF SOFFITS FOR SHOWER I -4'5-5 I �co .l ¢'-0" z 15'-8" 2'-0'$' ` ®m 6'-9° SgRI G o 8'-O" OP o 8'-6" 6'-6" �, 4" -3" STER BAT 1 4 1/2 z GLASS DIVIDER AT THIS LOCATION. o 4'-4" 2880 DELETE ALL CERAMICSOAP DISHES 10'-0' CLG. o ■ O N MIRROR TO BOTTOM OF SOFFIT. �' I I 0 L 9'-0' SOFFIT ■ I N_ I = n KNEE DIMENSIONS FOR DECKING FOR I a O I SPACE O 1 I I 22"x I - - N ' a, - DROP IN TUB 0 M.B. SHALL BE L_ J CEJCESI _ - - o r 6'-4" WIDE BY — — — — — — - - - - - - W SW.CLT. I — I = v I CROWN MOLDING THROUGHOUT PERIMETER 10'-0" CLG. I 16_ 6'-6 1 2 / " `Y T ARCH 110'-4° TO 11'-4" COFF. CLG. 0 10'-0" T.O.B. SPRING o 8'-0" I 13'-1" I y 11-4 T.O.B.B m ■ ■ ® ■ r o 15'-0" I 0 cx J < moo® F-I TO o 8'- O 11'-4' T.O.B.5 0 14'-8'T.O.B. x.l I i� 0 CROWN MOLDING y y 1 LJ ®®� pRC2080 FLAT -ROUND - n _ o 0 COVERED THROUGHOUT PERIMETER = SPRING o 8'-0" _ 1 i I °O I I LIVING = N TOP o 9'-6" _ PATIO — — �� ■ ■ 12'-0" MG. OCR ROOM " I1 8 3'-8" 2'-1" 5'-8" 1'-8" 4 -O 3'-4" 1'-8" 3'-8" 1 12'-0" CLG. " d. , 13 -4 x o = o CROWN MOLDING 0 13 -0 m z A ROUGHOUT PERIMETER a ERED x _ _ _ _ _ A = x O o I M O^ A - PAVERS 3 Z g LL a ^ z® I FOYER o l 1 14'-4" CLG. M TRY i A4 PAVER DRIVEWAY �l N �I Y " O= 1 -9" 3'-2" 2'-3" 2'-10" 3 » » » -10 3 -6 1'-8" 3 -6 0o a 1 14'- CLG: m I MOLDINGIB"I 2'-1" 5'-8" 1'-8"\ (ABOVE M IN SLAB) 15'-0" PAVER EXTENSION W/ . N ETOHIOUGHOUT ACTIVE I BRONZE SCREEN ENCLOSURE `� 1 RIMETER N FLAT ARCH ING ABV. '-0AFF. 119OPEN OPENING ABV. I III o8'-8 BO 9'-0AFF. BO - - -=SPRING TOP o 9'-8" 0'-8° A.F.F. T 0'-8° A.F.F. T QLL FLAT -ROUND o 0 = 12'-0" CLG. n SPRING o 8'-0" of " SH W/ 'Cl TOP o 9'-6" — — _ ■ I SILL o 40" A.F.F. A Y DBL. 1 TRAN ABV. N WALL - - - 4" _ " 4" 3'-8" 8» 2'-1" - '-4"14'-8" T.O.B. o �� ■ ■ _ OVEN ii'-4" TO THROUGHOUT PERIMETER Z O 1 L PO w ti } L POTSHELF o o CROWN MOLDING THROUGHOUT PERIMETER I =oj I I T.O.B. m� 1 N I 1 O P� 9 -O" OVER - M •� lam/ ' N KITCHEN®® -4 m 1 1 9 -4 T.O.B.B -� ROOM o PANTRY n 2'-0° 12'-0° CLG. ¢ Z v o o I 10'-4" TO 11'-4" COFF. CLG. I 40 -11" ` 12'-6" L 2'-3" o I ' 8'-8" 8 -0° 2'-0" 16'-0" 2'-0" '-4" S EB 1(I HEN PACKAGE �Q ^ N 3 CROWN M LDING � _ , I 1 0 3 y I I FLAT ARCH FI AT A — AA = NO z `� ROUGHOUT ERIMETER I L- o > o m 0 ISPRING o 8'-0" -4" ' 10 -9 -4" HB BB A O 8080 OHD 16080 OHD O I - Y a TO o 8'-6" TOP 0'-6" N ao 10 II O Ny �� 0 —, ------ ■ ■ ■® ■®■ ■o■ SH 24 O_ NOTE: BUILD 36' HIGH I I I O I c 3 I 2880 OPT. 1 LT. N 6 N IDRYER I I KNEEWALL FOR 1'-8" 9'-4" " I 3'-0" °D '-O" 8'-0" ATTACH P.T. 2X8 -J NOTE: 4" .0. B-1147 PLUMBING AND J M iv `� OW R 6 LAUNDR 1 ABV. GARAGE DOOR 1 ATTACH P.T. 2X8 1 ii' ELECTICAL - SEE CABINET DWGS. L---J BACKING o 96' Ln OP . 9-4" CLG BACKING W/ 3/16"X3" TAPCOMS I ABV. GARAGE DOOR co 4'_g" 5'-5" I A.F.F. FOR 42' _ o, o o ASHE iv UPPER CA S. o B° O.C. STAGGERED. W/ 3/16"X3" TAPCOMS I o a O ' NEN I BOTH SIDE o 8" O.C. STAGGERED. ' UPPER CABINETS `x'� i IN KITCHEN ao DELETE STANDARD BAD SPLASH 6'-4° ~$ _ SELF I I CROWN MOLDING d CLOSING - - - - - - - - - - - - - h 820 MINODRO HINGES - - - - - - - J L — — — J THROUGHOUT PERIMETER REF. I,� LINE OF OVERHEAD DOOR 31'-8" LINE OF OVERHEAD DOOR 9'-,,'CLG. 2880 W/ SEAL FAMILY ■ ROOM " 1 ® o 3 > N 12'-0• CLG. 1 0 I 3 BAY GARAGE O M lb 4X4 W'D. POST 9'-4" CLG. SEE STRUCTURAL I= I o 12'-8" 11 '-0" 4" 12'-8" 4' 2' 0" k z 3 29'-4" '-4" in N H I N 31 CD 2680 BATH 2 1 1 q 6• 1 N 9'-4' CLG. a N au m L- �_j I ■ BEDROOM 3 0 ■ 1 N 9'-4° CLG. o ° BE 2 ' N \ m 9'-4" CLG. _ 1 i' 4" .0. B. pp o ■ 9 N EWH 0 ■ ®■ ■® ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ m 25 SH 25 co 12020 m (EGF ESS) O O (EG ESS) O = O (2-6020) BH o SH 23 0 w am m o05 O m O �y ti O .y, I I N o. 5'-4" 12'-0" 7'-0" 10'-11" 5-11" 4'-11" 10'-3" 6'-8" 26'-4" 1'-4" 903-8 R-30 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. GYPSUM BOARD MATERIALS SHALL BE IN ACCORDANCE WITH FBC 2014 R702.3.1 AND COMPLY WITH ASTM STANDARDS GYPSUM BOARD BACKER FOR CERAMIC TILE MATERIALS SHALL BE IN ACCORDANCE WITH FBC 2014 R702.4 AND COMPLY WITH ASTM STANDARDS SEE SHEET A-7 FOR SCHEDULES AND DETAILS NOTE: I PROJECT LOG ISSUED FOR PRECO 1 01-09-17 ISSUED FOR PERMI 02-09-17 BLDG COMMENTS 03-28-17 W o 0 cp o w 4 x W J Z = M LL m LL w z z a d rn o Q J J _ z Z Q m w Z 0 s a Q O i N c � E c c co o n �' O •oco ' w 2p v m o a v (n 55i 3 0 = t -o LD E y ro a oaci E E o L c o cn rn � c g x w o E p � N N 44 L a" 0ry L 0 ce v 'I 0 0 co 0 VVV C _ // CW 0 C•w � W A � Fri M� IL z O O 11��11 M 00 w �..i ' _j w 1/4" = 1' U.N.O. I _2 File Copy ATTIC VENT CALCULATION: ROOF AREA CALCULATED ® 4224 (SQ.FT.) / 150 = 28.16 SO FT REQUIRED VENT AREA / .76 SOFT. PER VENT = 38 VENTS TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE 71LE 901 FELT SELF-ADHESIVE UNDERLkZENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) 12 PRE-ENG. WOOD ROOF TRUSSES 6 TRUSS 024' 0/C TI W/APPROVED GALV. TRUSS ANCHORS EA. END 6" STRIP D-226 #30 FELT SEE PLAN/ ELEV. GALV. Ml. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMENTITOUS FINISH ON METAL LATH ATTACHED W/ 7"x24" VENTS ® 6'-O" O.C. NO VENTS ON FRONT ELEVA71ON (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORA71VE CEMEN77TOUS FINISH OVER 8" CONC. BLOCK R 4.1 FI-FOIL BETWEEN STUDS INSULATION PER ENERGY CALC. RAT RUNS PER TRUSS MANF. DRYWALL OR 1/2" "TOUGHROCK" DUAL) APPLIED TO ?SIDE OF TRUSSES FIRE STOP CONT. 8'xl6" MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2- DRYWALL 1X2 P.T. FURRING ® 24" 0/C EXTERIOR BLOCK WALL TO BE WOOD BASE FIN. FLOOR TO BE 18" MIN. ABOVE CROWN OF ROAD MIN. MONO. CONC. FOOTING SEE FOUNOA7704 PLAN FOR N07ES & DETAILS 0'-0" FIN. FL. SLAB I I=1 I=I 15 TYPICAL ONE STORY WALL SECTION SCALE 3/4" = ID' D.P.= +31.9 PSF -34.7 PSF STUCCO BASE` TYP. D.P.= +29.9 PSF -32.7 PSF X STUCCO DETAIL FLAT CONC. TILE, TYP. D.P.= +31.9 PSF D.P.= +31.9 PSF -34.7 PSF O -41.7 PSF O FRONT ELEVATION - CLASSIC -36.5 PSF U -31.2 PSF U -34.7 PSF REAR ELEVATION 14'-8" T.O.B.B. RAISED STUCCO BAND (TYP.) O�-0" FIN. FLOOR SLAB 12'-O" T.O.B.B. ll'-4" T.O.B.B. W-O" T.O.B.B. 9'-4" T.O.B.B. EXTURE 3, TYP. 0'-0" FIN. FLOOR SLAB IV 14'-8" T.O.B.B. 12'-0" T.O.B.B. PROJECT LOG ISSUED FOR PRECON 01-09-17 ISSUED FOR PERMIT 02-09-17 W 0 m o w a J s m w a J J W z Z 0 J Lu Z ^ J Q J � m N > LL .. d O J x m 19 z O Q m z t a Q co o D N L a22 oa c fl-mac 5 0 (n 3) u ali aj fl o 7' (n 'Z7 .� �) d 1- au M actn ru E= _ c cl) 0 — C 'v = W a mow' o c C7 a U6`Z' O cco c E � o ;= a o c rs al E E n T C`i E o c fl L) V � N c E fir' i) - Oiij cf6.) ~ o cn c' c c o = .i — v w h ar'i O �� E � ry _ z, a a v a CJ s cu _0 a oL Lid Lij 0 u C 0 C6 C o I ILL. I-- 0 O O O Lu 2: J cn ELEVATIONS A� D.P.= +28.4 PSF A -31.3 PSF D.P.= +31.9 PSF S -34.7 PSF RIGHT SIDE ELEVATI MW - 283 File Copy ROJECT LOG ED FOR PRECON 01-09-17 ED FOR PERMIT 02-09-17 6.3' TYPICAL INSTALLATION WINDOW ASSEMBLY FASTENERS AS REQUIRED /-BY WINDOW MANUFACTURER I D.P= +31.9 PSF G -41.7 PSF *CONTRACTOR TO APPLY TO ALL SIDES OF MASOIIRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2014 703.8 SHER-CRETE FLEXIBLE CONCRETE WATER PROOF - SMOOTH A5-200 SERIES SHERWIN WILLIAMS MANUFACTURER MARBLE SILL "^"` APPLY PRODUCT DIRECTLY TO CLEAN CAULK SEAM AT CONCRETE SUBSTRATE PER MANUF. SPECS WINDOW INSTALLAII 'MORTAR OR ..e.,• i. GROUT 1/2" ° DRYWALL '' °'A,. -'� i4ND HEAD JOINT SET SILL IN FULL MORTAR BED A s'•. �,.. >: ..:•:. STUCCO OR p. ' DECORATIVE •a • /-CEMENTITIOUS COATING 3/4" FURRING TO a + 8' C.M.U. MASONRY WALL C . , . .. CAST-CRETE PRECAST SILL DETAIL SHERWIN WILLIAMS CONCRETE WATER PROOFING APPLICATION D.P = +33.4 PSF -36.3 PSF 100 D.P = +31.9 PSF 34.7 PSF O O D.P.= +31.PSF O - -34.77 PSF ®n go EL D.P= +31.9 PSF O -34.7 PSF LEFT SIDE ELEVATION 1x2 MIN. P.T. BUCK SET IN PANEL ANCHOR FRAMING SEALANT AND NAILED W/ ATTACH 3 16' x1-3/4' STUCCO FINISH CONC. OR MASONRY i-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. ALUMINUM FRAME % TAPCONS CR�WS 0 8" O/C PERIMETER SEALANT jSECURE FRAME TO SILL FILL SPACE W/ CONC. OR MASONRY DTH JAM TO C. OR MASONRY / WITH SILICONE LL EXPANSION STRIPS ix6 P.T. BUCK SET IN SET IN SEALANT FASTEN a o . 1,—CAULKING NG C. OR MASONRY SEALANT AND NAILED W/1-1/2' CASE HARDENE W i 4 DIA. x 3 1/4" O°`. pO COIL NAILS AT 12" O/C. TAPCONS 3" FROM E.E. OOo o .Q o AND 6" 0/C MAX. RYWALL BOARD OOo' QO q °�O ' MAX. ° q AULKING q ' .'Oa ; • °°0 o III DOOR TRIM LUMINUM FRAME, FASTEN DRYWALL BOARD DRYWALL BOARD DOOR FRAME 7r--.�A O STRUCTURE THRU BUCK 3/16' TAPCON SCREWS PRECAST OR POUREDCAULKING CAULKING/ FASTEN TO BUCK W/ 12 0/C. MIN. 1-1/4" EMB SILL W/ 1 /S BAR GLASS BLOCK DOOR FRAME (2) 16 GALL x 2' SCREWS 0 2'-0. 0/C ERIMETER SEALANT PERIMETER SEALANT PERIMETER SEALANT FASTEN TO BUCK W/(2) 3/16"x2-1/2" TAPCONDOOR 7RIM TUCCO FINISH SILL DETAIL (WINDOW) STUCCO FINISH SCREWS ®2'-0" 0/C PERIMETER SEALANT PERIMETER SE HEAD DETAIL (WINDOW) HEAD DETAIL (GLASS BLOCK) JAMB/HEAD DETAIL (S.G.D.) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 HEAD/JAMB DETAIL (DOOR) ALUMINUM FRAME, FASTEN PANEL ANCHOR FRAMING DRYWALL BOARD TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS ATTACH %/ 3 16" A-3/4" TAPCONS SCR�WS 0 8" O/C CONC. OR MASONRY D R DOOR THRESHOLD SET S 0 12 0/C. MIN. 1-1/4" EMB D FILL SPACE W/ OOR FRAME FASTEN BED CAULK GLASS BLOCK EXPANSION STRIPS TO BUCK W/(2) 3/i6"x 2-1/2" TAPCON FASTENED TO SILL W/ #8 x 1 1/2" SCREWS PERIMETER SEALANT CAULKING SCREWS 0 2'-0" O/C 0 8. O/C STUCCO FINISH CONIC. OR MASONRY 4CAULKING CAULKING o GLASS BLOCK W/ FLOOR COVERING PERIMETER SEALANT FLOOR COVERING ix2 MIN. P.T. BUCK SET IN _ LADDER -TYPE REINF SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12' 0/C. flOo o .Oo °. q . 00. °.0 q PANEL ANCHOR FRAMING :. o. "'¢ o 000 0 0 .a .. • o Q ° °°• O. O• MAX. ATTACH W/ x " 00 0 SCREWS O/C d . TAPCON SCREWS 08" 0/C DRYWALL BOARD PRECAST OR POURED GROUT BED CONC. FLOOR SLAB SILL W/ 1 #5 BAR PERIMETER SEALANT CONCRETE SLAB PERIMETER SEALANT 1 JAMB DETAIL (WINDOW) MORTAR STUCCO FINISH JAMB DETAIL (GLASS BLOCK) SILL DETAIL (S.G.D.) STUCCO FINISH j ' WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 SILL DETAIL (GLASS BLOCK SILL DETAIL (DOOR) WINDOW ATTACHED ACCORDING TO FBC 1707..4.2 WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MAN'F. (MAX. 8' O.C) ICI ICI ICI ICI lsl ICI ICI ICI ICI ICI ICI lul ICI ICI I�Il�ll�llillsll�l lill�llillil ' BB D.P•= +29.9 PSF -32.7 PSF 12 6 PRE ENGINEERED WD. TRUSSES ® 24- 0/C TYPICAL —� 14'-8" T.O.B.B. 11'-4' T.O.B.B. 10'-0" T.0.B.B. 9'-4' TD.B.B• 0'-0" FIN. FL. SLAB 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. W 0 cp uj W D m Lu W M LL J � J Z �° J Z •� H 2 im�p z o ° Z L Oa CONC COLUMN WEATHER STRIPPING BY DOOR MANF. GARAGE DOOR GALV. SR. W'ERT. TRACK � BY MANE FASTENED TO V BRACKETS Wf �TRACK 1/4'-20x1/2' CARRIAGE BOLTS & LOCK NUTS }— 0 GALV. STL. TRACK 8 BRACKETS WEQ TO WOOD JAMBAMB W/ v-0 o, U 3/16 xl-1/4" LAG SCREWS - �J ANu's METHOD of 2x8 P.T. ATTACHED TO COLUMN W/ 5/8' WEDGEtv r' Ln 0 �uL III qj IT0 I COMPU:IE INSTRUCAONS ANCHORS 0 2'-0' 0/C VERT. (6' MAX. FROM ENDS) AND m o 0 2' FROM INSIDE EDGE OF 2X8 JAMB DETAIL (GARAGE DOOR) c _ `IJ c �d h � .Z N F�. STUCCO ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANF. (MAX. 8' O,C) 6.3' I 14'-8' TO.B.B. rin N 12'-0" T.O.B.B. N I OPEN TO o OPEN TO KITCHEN N KITCHEN `o 9'-4' T.O.B.B. OOL co I I I I (V N ARCHED OPENING m El -co TO DINING ROOM 00 C V. ENTRY D P.= +31 9 PSF FOYER _ -347 PSF LIVING ROOM AA O D.P= +31.9 PSF - - -34.7 PSF _ 0'-0' FlN. FLOOR SLAB D.P= +33.5 PSF O -42.5 PSF SECTION A -A I� �I LL_ r� v O ::D O 00 Lu U N 0 J ~ © w L /4" = V-0" U.N.O. E EVATION Et SECTIONS A-4 283 File Copy PRO] LOG LJ SEE SHEET A-7 FOR SCHEDULES AND DETAILS NOTE: IES) 3/1T ISSUED FOR PREC N 01-09-17 ISSUED FOR PERM T 02-09-17 M O V O Lu u E m a Lu � � W J M p Z m J _ _ r Z Ln N O> a > J J z Z0 O a c � O O N 0 O C cu O a) U 03 o ate-+ N ice-+ aJ c N r0 c vi ccu s ai S W w ,rn ul c _ cu `+�° -0a o E u c o c c a E o �U c a� > a�i o rva E yr a.i N 'Q O w °Ja E ?n ro _ 3- o ru " r"„ (7 Z CL v C N W � W A v� con U o 0 O W e W U) 1/4" = V-0' U.N,O. A-I5 I File Copy PROJECT LOG U ISSUED FOR PRECON I01-09-17 ISSUED FOR PERMIT 1 02-09-17 33 LBS. AX. q� TC-1 Vj w 869# LB TC-1 J d X Q N m m 563# LBS. TC-1 rn O 576# LBS. MAX. E.E. TC-1 a a 267# LBS. MAX. TC-1 Vm) J CJ M ~ � � U m Q BEARING COLUMN NOTE. COLUMN CAP TO CARRY GIRDER Al5G AND FG01 BY BUILDER PLATE HT. t J 538# MAX UPLIFT E.E. X TC-1 F� G rn r0 — 12' -0" PLATE HT. TC-1 W W 0 � m O N Lu � `T u a m W J W J w Z J o m ^ LL LL ^ z O m N ❑ Z C O 0 0 O O Y � O Q a Q O c -211 O O c N cu rru E n '07 O C C1 OOJ E E O �) aJ E O O aU v E N (3j N > N O U ~ E cn C 2 N V C N En O O di_a E _a f U Z O ru v L O Q •� 0 U t/f E cm .l: 0 �^ U c LJJ V � CD c) i 0 k I7� U� LL- J 0 o I t� 0 Lu OL) U Lu 2: 1 U-) 1/4" = P-0" U.(.& BRACING PLAN A-6 PLATE HT. 14' -8" PLATE HT. File RBERMESH OR WELDED WiRE MESH SEE FOUN. NOTES FOOTING REBAR SEE F0077NG SCHED. F.d OTYP. EXTERIOR CONT. 1 MONOLITHIC FOOTING .: -W5 F8ERMESH • 'a', 1n a OR W.W.M. * ' ?III I I 1-15 CONT. J. MIN. COVER 10" 34 THICKENED EDGE #1 CONC OR AIASONRY I COLUMN 1 MATCHING DOWELS jl •.�I. 48 BAR DIA. MIN. GRADE he' II' W/STD. HOOKS Ij. ; jP ib a • 1 +1j— I '*• AD REBAR I EQ. EQ. SEE FOOTING SCHEDULE EDGE BARS ALWAYS SEE CHED. REMAAN. SPACE 07HERS EQUALLY O ISOLATED PAD g" MATCHING DOWELS FOR —� COLUMNS 48 BAR DIA. MIN. W/S7D.D. HOOKS -0R W.W.M. FOOTING REBAR SEE FOOTING SCHED. SCHED. OMIT CENTER BAR WHEN At (2) REQD. 38 EXT. CONT. MONOLITHIC WOOD POST, FIBERMESH OR SEE FRAMING PLAN WELDED WiRE MESH PAD REBAR SEE FOOTING SCHED. EDGE BARS ALWAYS REMAIN. SPACE OTHERS EQUALLY. SEE SCHEDULE O IN . MONOLITHIC PAD SCREEN ENCLOSURE FASTENERS BY SCREEN MFGR. BRICK PAVERS 8" x 8" x CONT. POURED FOOTING REINFORCE W/ 1#5 CONT. MUD BED FOR LEVELING 37 OPT, SCREEN ENCLOSURE FOOTING DETAIL FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO. F-1 20" X 18' X CONT. W/2 15 CONT. BTM. W/ SGL. LAYER MESH 0 PERIMETER EXTERIOR MONOWHIC i F-2 20' X 18` X CONT. W/2 /5 CONT. 87M. W/ SGL. LAYER MESH ® PERIMETER EXTERIOR MONOLITHIC WiTH CURB 38 F-3 3'-0' x 4'-6' x 12" W/ 155 E.W. BTM. ® 12" O.C. ISOLATED PAD 7 F-4 2'-6" x 2'4 x 12" W/3 15 E.W. 87M. PAD WOOD POSTRIOR 6 7E-1 10' x DROP x CONT. W/115 CONT THICKENED EDGE AT DROP a 4 TE-2 8' x 8" x CONT. W/115 CONT. FOOTING AT SCNEEN ENCLOSURE 37 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION Bx8 CONC. BLK. W/ 1 FULLY GROUTED CELL W/145 VERT C-1 BLOCK AT 8'-0' 0/C MAX. OR AS LOCATED ON PLANS. &16 CONC. BLOCK W/2 FULLY GROUTED CELLS W/1-0 VERT EACH CELL C-2 BLOCK AS LOCATED ON PLANS 8x12 C-3 BLOCK CONC BLOCK IN FULLY GROUTED CELL W/ 2-15 VERT. IRREGULAR 45' MITERED CONC. BLOCK IN FULLY C-4 BLOCK GROUTED CELLS W/ 2-15 VERT. 4"x4" C-5 WOOD POST PROVIDE STEEL BASE AND CAP AS N07ED ON DETAILS DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R 803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIES EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- 8d RING- 8d RING- Bd RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL SPAN RATING 40120 19 32' 24" 0/C MAX SHANK 6' 0 C SHANK 6' 0 C SHANK 6' 0 C SHANK 6' 0 C SHANK 6' 0 C SHANK 4' 0 C SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN EXT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RATING 40120 19/32 i6' O/C 1 MAX. 8d RING- SHANK 4" 0 C 8d RING- SHANK 14" 0 C 8d RING- SHANK 6" o/c NAIL CORNER STUDS AT 4" 0/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE 1, OR EQUAL SPAN RA71NG 32116 15/32 16" 0/C MAX. 8d RING- SHANK 6" 0 C 8d RING- SHANK 6" 0 C 8d RING- SHANK 12" 0 C BLOCK FREE EDGES RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS.• i. 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 a: EDGE STRIP DEFINED ASTHE LESSER OF 10% ESBUIIN4R HITHLSM�%2 OF OR REGHTLB/IUEEN��NON OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. �� iT k\ 2 — ° — — — ----�- `. 1 r -- O \� v 2 I I I H-------------- I I I O�� I a Vi NOTE: SEE DIAPHRAGM 2 2 SCHEDULE FOR ROOF ZONE - NAILING REQUIREMENTS. 1-- --' ROOF ZONE DIAGRAM TRUSS CONNECTOR SCHEDULE FASTENERS PER SZRAP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Ft) MARK USP CONNECTOR TRUSS 71E-BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA 12 (5) 10d x 1-1/2' - 990 1 1980 1 3351 670 1 2451 490 TC-2 TA14 7 10d x 1-112- - 1205 1 2410 # 3351 670 # 490 TC-3 HTWM16 8 10d x 1-112' 4 114' x 1-3 4' WAR. 1225 1 - 1225 # - _jjLj 1225 1 - TC-4 HTA16 9 10d x 1-112' - 1870 # 1310# 70 1215 TC-5 HTW20 20 10d x 1-1 2` 24 10d x 1-1 2' 1530 #- - - - - 1) ALLOWABLE LOADS ARE BASED ON USP CATALOG 2015-16. 2) BUM MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPOONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. CALCULATIONS TO TA U/A 3085 S. F. COVERED ENTRY 93 S.F. COVERED PA TIO 246 S.F. GARAGE 800 S.F. TOTAL AREA 4224 S.F. NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER ENG. AND APPROVED WOOD TRUSSES SEE FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE TYP. WALL SECTION FOR ACTUAL HEEL DISCREPANCIES AND OVERHANG CONDITIONS S CONNECTOR SCHEDULE PRE-ENGINEERED WOOD ONNECTOR BASED ON LOADS ROOF TRUSS 0 24" O/C N FRAMING PLANS SIMPSON MGT W/ 22-10d ER. MFR. SPECIFICATIONS NAILS INTO TRUSS _ SEE PLAN . V4' CONC. ilE BEAM OR MASONRY BOND BEAM SONRY BOND BEAM (1) 5/8" ANCHORUR STOP INTO BEAM W/ WALL 5" MIN. EMBED. SET IN EPDXY MAX. UPLIFT = 3965# 1 A� CONNECTION DETAIL CONNECTION DETAIL NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS ® 24" 0/C W/ 19/32' EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-16d NAILS PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTIONS ACTUAL HEEL AND OVERHANG CONDITIONS L 7iE BEAM OR BOND BEAM CONT 9x4 RIBBON V4/ 3-16d 24 CROSS NAILS EA. STUD BLOCK ® 24" O/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL TRUSS a� CONNECTION DETAIL ALLOWABLE LOAD 1061 J/TRUSS UPLIFT i12' 318" CONT. 2x6 P.T. BUCK FASTENED TO LINTELS 1/2" DRYWALL OVER W/ 1/4"x3" LG. TAPCONS 0 12' 0/C MAX. TYPICAL FURRING AND TO BLOCK OR CONC. W/ HILR DNI-62-PB ® 8" 0/C MAX. �P}• 2X6 P.T. CROSS BLOCK REQUIRED ONLY IF cF. FREE EDGE DIMENSION EXCEEDS 24" SEE DIMENSION. NAiL TO BUCK AT EACH END W/ (4) 16d NAILS. EXTRA LAYER OF 1/2' DRYWALL SURRONDING FRAME ARCH EDGE OF MASONRY OPENING TYPICAL FURRING I APPLIED TO SHEATHING 19/32 EXTERIOR SHEATHING W/PAPERBACKED HI RIB METAL LATH 19132 PLYWOOD ARCH 20 PT BLOCKS ALONG ARCH NAIL TO PLYWD. EACH END W/(3) 10d x 1-1/2' COIL NAILS � SECTION VIEW A� CONNECTION DETAIL ROOF SHEATHING NAIL PER SCHEDULE CONT. FASCIA BOARD (SEE WALL SECTION) NAIL TO LADDER W/ 16d ® 8' O/C (3) i6D TYP. 1x4 LADDER FOR O.H. 0 12' O/C 16'MAX. CONT 2x4 LADDER PLATE ANCHORED TO GE TRUSS W/ 16d NAILS 0 8" O/C MAX. 2x4 DIAGONAL BRACE RESTRAINT 0 4'-0" O/C 2 10d TYP. TRUSS WALL SHEATHING NAIL PER SCHEDULE GABLE END FASTEN TO SLEEPER W/ 16d NAILS REINFORCE VERTICAL MEMBERS �{ 0 4` O/C TYPICAL OF GABLE END TRUSS W/2x4 CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTi T BRACE AT EA. VERT. NAIL W/16d NAILS ® 8" 0/C XDNI 2-5/8' LG. 0 6" O/C LISP TA24R EMBEDDED STRAP W/ (4) 16d NAILS PLAN VIEW AT T-BRACE 0 EA. TRUSS VERT. WEB (24" 0/C) CONT. CONC. OR MASONRY TIE BEAM SEE TiE BEAM SCHEDULE A CONNECTION DETAIL 2x4 LATERAL BRACING 0 4'-0" O/C ENGD & APPR. GIRDER TRUSSES MEET EACH OTHER ® 90 DEC. ANGLE OVER COL. (SEE 44 FRAMING PLAN) POLOCKMAW WOOD POST SEE FRAMING PLAN (2) 518" DIA. 04 WD. POST BOLTS THROUGH POST (SEE COL. SCHED.) L., 4' ��, • 'SIMPSON H02A" OLD DOWN EA, SIDE OF POST SIMPSON "4 APPROVED EQUAL CCQ4.62-3.62SDS COL. CAP. NAIL PER (1) 3/4" DIA. MANUF. SPECS. _ WEDGE ANCHOR • r4" NIOR MIN. EMBED. VERIFY WIDTH W/ H2 • EA. HOLD DOWN TRUSS MFG PRIOR TO ORDERING FROM SIMPSON ' • ' CCO4.62-3.62SDS *TOTAL UPLIFT 5680# • . %, I CONNECTION DETAIL CONNECTION DETAIL.,,, 7 PRO ECT LOG ISSUED FOR PR CON O1-09-17 ISSUED FOR PEOMIT 02-09-17 0 o Lu x j Lu ✓ M LL J Z m LL w a z E2•3 a w a J z Z t a o rn o -o c � � = fu 3� a&cu o d 3 ui a� Ln u '� O o a`ni _ v E n. �o >_ o � o� c c w E o o f p cis a v �EQJ p U (ncn I- 0 = w v o _0 po 1n Q z 0 �* O Ln O -T E G t u L.0 =CD a W r- u C. LLj EN 0 r_J h. 1+. � W Q a Z r l � O V O Lu <C 00r,j V 0 W (/) klLS AND :HEDS AIf -283 PROJECT LOG ISSUED FOR. PRECON 01-09-17 ISSUED FOR PERMIT 02-09-17 ELECTRICAL SYMBOLS DUPLEX RECEPTACLE AT 12" A.F.F. SWITCH SINGLE POLE n Y TELEVISION JACK PRE WIRED so SMOKE DETECTOR g F.P.&L. METER & DISC. Q� IIB AT RECEPTACLE LEX �3 THREE WAY EF.FPTACLE AT012" AV. c° SMOKE / CARBON MONOXIDE DETECTOR ® ER PANEL Q� IIO DUPLEX RECEPTACLE AT B" ABV. COUNTER �4 SWITCH FOUR WAY © I HVAC THERMOSTAT E:P SWITCH DISCONNECT EXHAUST FAN o DUPLEX RECEPTACLE FLUSH IN FLOOR IR SWITCH RHEOSTAT Q I INTERCOM AT 60" A.F.F.DUPLEX PADDLE FAN W/ OR WO/ LIGHT FL EXHAUST FAN W/ LIGHT I GFI GROUND FAULTTACLE �D SIMTCH DIMMER ® L 12" A.F.F.EPHONE URET AT FLUORESCENT LIGHT FIXTURE LV DOOR RELEASE I DUPLEX TOPREC. SWITCHED �K KEYED FLUSH FLOOR ET INCANDESCENT LIGHT FIXTURE CLO MNTED. (v� '�' VOLUME CONTROL Q� wp WA TERPROOFEPTACLE KEYPAD ® IN CLGER INCANDESCENLIGHT FIXTURE WALL. MNTED. LEX RECEPTACLE (� Llc DUPLEX RECEPTACLE UNDER COUNTER JUNCTION BOX ® HI HAT CLG. MOUNTED ® LOW VOLTAGE TRANSFORMER Q INTERCOM STARON DOOR CHIME ® RECESSED EYEBALL ® HI HAT VAPOR PROOF EB FAN BOX IN LG. WASHER DRYER VENT FRONT GARAGE CEILING 2x4 STUD: GARAGE FLOOR ELECT. PANEL (1) SETS OF (3) #4/0 AWG 7HWN IN 2" CONDUIT 200 AMP SERVICE p METER DISC. CO "A" PANEL 200 A 5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDARON 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 3,085 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 9,255 / 14 (GEN.LTG.CIR.) = 661 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL DWELLING UNIT BEDROOM RECEPTACLE AND LIGHTING OUTLETS PER 2008 NEC 210-12 (8). NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/O-SC9120B KIDDE SMOKE-21007581 C/O 21006377-N NOTE: EDGE OF SWITCHES TO BE LOCATED NO LESS THAN 4 INCHES FROM EDGE OF ROUGH OPENINGS ELEC. PANEL UNIT A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 AHU HEAT STRIP 2 60 6 0 9.6 1 A/C COMPRESSOR 2 40 8 0 0 1 DBL OVEN 2 50 6 10.0 0 1 ELECTRIC COOKTOP 2 50 6 10.0 0 1 ELECTRIC DRYER 2 30 10 5.0 0 1 ELECTRIC WATER HEATER 2 30 10 4.5 0 1 WASHER 1 20 12 1.5 0 1 MICROWAVE 1 20 12 1.5 0 1 DISHWASHER 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 2 BATH GFI 1 20 12 1.5 0 12 GEN. LIGHTING 1 15 14 6.6 0 1 FUTURE SPA 2 50 6 10.0 0 ELL W � W M 0 W o J � m # J Q W Lu w � J J Z m LL z -� Z J � a J r z m Z 0 0 a 0 O a a— a c �� 7 arna) O 'un cn d O 'O V W W E 2 N +' c a) co a N = N C i p SajO u— - 12 N ru co E CO I CU O O O C co Cl E E O O O .2 a 2 O -O L1 U (IJC2 ra aj a) C O 2 W E O H O O vO L7 Z u fa CL L U O O � a) d E v� C C s 0 U W 0.- , t, 0' Ph4 nti w GI �I �rl LJL I Z F� Z ��I 0 O O /V/ �1 m Lu N 0 ~ W J 2: Ln 1/4" = 1'-O" U.N.O. ELECTRICAL PLAs E-1 mw- z83 Schedule OF Exhaust Fan OR Range Vent OD Dryer Vent Rheem Equipment AHU 3.5 Ton 16 SEER RH1T48 Cond 3.5 Ton 16 SEER RA1642AJ AHU 1.5 Ton 16 SEER RH1T24 Cond 1.5 Ton 16 SEER RA1618AJ WARNING* COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUM3ER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG -TIE UNLESS NSTALLED PRIOR TO INSTALLING EAST CAOST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG NY TRUSSES! FAILURE TO DO SO MAY RESULT FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. N DAMAGED TRUSSES AND WILL VOID ALL WARANTIES. I SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS FENGINEERING TRUSS DRAWINGS. !'1 62' 10" 11 3' 0" 23' 6" _ -v F U �- r M C7 m ti ffr h ti tti Q ff:.7 0 r ♦y U U l � M N -� -� -o -� -7 -� -7 -7 V N r r r r r M V O O O O W W W W W W W W W W W W W W W W O O O O O O O O t t 2 = 2 2 t t t t t t t t t t t t t t t t U U U U U U U U t '� C7 r C 2 6 pa ^CJ1 10'-0 CLG. S PPLY v ��'� iN -CJ3 - - - - -- -- - o v o FGO ' o I I C7 10'-0" CLG. U EJ5 ! o I On t Ott Ott Ott Qn l Olt; Z A/ T R 5t Ott 011 Olt W u- ' I 22G p W ^'EJ .u_ ndegi n J jam, v 5' 5" v 15. 8" ' o 0 0 to n eslgne 0 m • • •� A21 undes ed ¢ Lu• Undesfgnep r, 10 _0u -EJ5 10'-4" Ciff, IF G. - - - - - - o FGO 10'-0" CLG. I '" Undesi ned . I A20 -EJ5 HTU210 CJ 70 I' I o J cv A19 vl -EJ5 —designed O.77 o ih 3l8" I DEN. v -EJ5 10'-0" CLG. _ i�1 0� I LLL � ll _ co -Ci1 _ -.- - - - r 12'l bEEP_ COFF l O le ¢ r j j Ut Q ., -CJ3 ct m ` . m 7 -- . A17' ♦�✓ w CO s: MV5 w: w A16 - Kt� w w w w o I.HARDWARE: o EEWALL BY BUILDER A07G = -- ----- - IQ lQ QIL" QIC o I. i I l.. =HTU2 Oco =HUS26 HANGERS HANGERS(a 11 0 12. -0 CLG I 0 p ! p (QTY.) . I I I =U24 HANGERS (QTY. 12) o 14 8 CLG - A06 _ _ A05 - - N i� �lI �I W o II ... o .: I I 410' I!" ��. "S W HHU528 2 HANGERS (QTY. r 12 -0 : CLG. PB01 I I '' .=THJA26 HANGERS (QTY. 2) 00 -- --- - N A04 13' 011... I ! - PB01 lOr4", LG. s �� .. ..... I�� BUILDER TO FRAME DOWN COFFER CEILINGS A03 4' 9" 3' 2" 5' 1" 7 7r KNEEWALL BY BUILDER (¢p ° � i .�I� II r UNDER TRUSSES IN DEN AND DINING ROOM A02 - - PB01 o I I iv 12t-0" CLG• B03 v .. v I 1 A01 0 _ _ Olt r to . BUILDER.TO FRAME DOWN:AO1 IN o `r f{ 391711 DUE TO RECESSED LIGHT POCKET PB04 o I p r f. ca ODD SPACE DUE TO STOVE VENT . �1.0" ' ' ' ' ' ' " .... ..... I ' • ' ' ' ' N N U r A08 .. ... .. .. .. r r N A09 _ LL 1--------_____�J o STOVE VtNT 00 e0 t t I 18, 1" 10'-4" CLG. A09 ..... ODD SPACE DUE TO STOVE VENT ": r .--J. .—.—....... ...... ...... ...... —, i A10 —.— CJ1 ... ..... o I� A/C SUPPLY�c�:i Huszs �, v �CJ3 A11 - A/C RETURN o .... ? a� : rn Huszs EJ5 io Al2 ... - - .. .. 12'-0" CLG... o o, 9'-4" CLG. Lu o, 24 4 >_ .8.. -EJ5 A13 w _ II Al 12 - FGU s r HHUS28 HUS 0 CLG. 9141I W r BEARING COLUMN T HI -I I OII A15G - o o� N ..... ... .. - .. .. .LLLI I� -� C O .. N N A23 N.. .. v V I �. 11' ll CL . 9t 4tt CLG I = N I m > > 1 ....: - J �' �. coO O O 9 .-:j i7 j A24 _ -1 N w w w o _ N - f_I. I OIt I Olt t Otl t OIl t Otl t Olt I Ott �/tlVl I OII I Otl 51i t Otl t Ott I Olt OBI I OII I Otl t Otl tt t Otl S t 0" ; A25G �i ..... .... ... ..�1. ... ..... .. .. ' 011 �• r ♦y r Nil 11 `�S J3 r EJ5 -CJ3 o o .... ....: ... in .. _ - EJ5 I J1 00 -CJ1 00 -CJ3 •V EJ pll l 0" t 0" t Ott l oil Or ih r CO to to u) u7 u7 M r to to co r CJ1 -� -3 --� -� --� -> --� -7 -7 r r r r r r r r r r r �- d, r r 12411411 1 JZ 11 __L L I O O O O O O O O O O O •� d' m DO DO m m m 00 CO m m OO U U �- ✓�. 56' 4" t 33' 0" 90181, BEARING COLUMN NOTE: COLUMN CAP TO CARRY GIRDER A15G AND FG01 BY BUILDER 12'-011 PLATE HT. �% --------------------- ft 9 -2 9 1�DIA : rrr�r; L1; /'J'lrJ"1'rllrrllr.��r File Copy, RECEIVED FEB 13 2017 PERMITTING St. Lucie County, FL e EF' -- TFI. F ]BAST COAST TPRIS 5"35 ST. LUCIE EL"iO FT PIER(T FL. 34946 OFFICE:. (772►466-?}30 FAX: (T72(466-5336 JJ STOMER:GHO I Jol OB NAME: March Residence ,DDRESS:Lot 283 Meadowood :ITY/COUNTY:Ft. Pierce/St. Lucie JOS # J33156 JOB # MODEL:Sawgrass GARAGE SO FT 4230 DATE 02/08/17 61G156-31.003 (3) (e). EAST COAST TRUSS is V,aU , nP5ig11 Cllghleef" Trusses ere deigned in ill ... a with the Florida Building Code By approving this placement plan(s), matured anywhere on this sheet, the customer his representitive acknowledges that this :!cement plan complies with the structural intent the project. The customer also acknowledges that this iproval authorizes EAST COAST TRUSS to anufacture these trusses and deliver them to project indicated on this drawing. The customer also acknowledges that he/she cepts financial responsibility for any repair, igineering, and labor required due to errors ier than those of EAST COAST TRUSS. ODE = FBC 2014/TP12007 ASCE 7-10 ESIGN CRITERIA =MWFRS CCUPANCY CATEGORY= II KPOSURE = C WF SPEED =160 UILDING TYPE =ENCLOSED EAN HEIGHT: 17.00 FI•.QOR: DUR FACTOR= 1.0 PSF=TCLL-TCDL-BCLL-BCDL 40.0,10.0,0.015.0 F: DUR FACTOR= 1.25 =TCLL-TCDL-BCI-L-BCDL 20.0115.0710.0*110.0 *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WINE) FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC =BOTTOM CHORD LL = LIVE LOAD DI- = DEAD LOAD psf =POUNDS PER SQUARE FOOT # = POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0" OR MORE UST BE SET WITH A SPREADER BAR. THE PREADER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. EFER TO BCI-B1 FOR COMPLETE RECTION AND SAFETY PROCEDURES. SUPPORT ANY PLANTSHELVES 11 n I I I I I I 1 I 1 I I IL U) W ell D O z is