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Home My WebLink AboutBuilding Planse GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN_ NOTES (GGNT'D) ELECTRICAL NOTES 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER I. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER " THICK POURED CONCRETE SLAB WITH b" X b" X WI.4XWI.4 I. CONCRETE UNITS To BE A5TM G qO-Obb. ASTM GRADE5 NI OR NIT. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.EL. THE LOCATION OF SERVICE AND SHALL 1. FLOOR SLAB TO BE 4 FLORIDA BUILDING CODE. LINTELS A5 NECESSARY. (Fm = 1500 P51) FOR REINSFECTION AND TREATMENT CONTRACT RENEWAL 5HALL BE PROVIDED. THE 5I6N CON5TRUCTION. LOCATE METER d PANELS AS REQUIRED. H.H.M. ON 6 MIL VISWEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED SHALL BE POSTED NEAR THE WATER HEATER OR El FrTRIGAL PANEL. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE A5 ADAPTED BY THE FOR TERMITES. HIM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB 2, MORTAR TYPE M PER A5TM G 2T0-0.1. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. COUNTY AND ALL APPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT 3'-0" 0/0 EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 5" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OVER 3. CONCRETE FILL (HVAC, EHW, HA5HER/PRYM LOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.C. CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 3. WHERE REQUIRED BY OTHER GORES, SERVICE AND FEEDER CONDUCTORS SHALL BE 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE GRADE 60. MECHANICAL CODE. COPPER OF EQUAL AMPAGIT . 0. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WPREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. WITH FOOTING CENTERLINES UNLESS A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 FBI 4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE 5TARTIN6 WORK. THE PEA GRAVEL CONCRETE. 3, PROVIDE Ix2 P.T. FIRESTOP HORIZONTAL a CEILING t WALL INTERSECTIONS OR 8'-0" BRIDGIN6 USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT OTHERWISE NOTED. O/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.G. SECTION T05. COLLAPSE OR DAMAGE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO REPORTED IMMEDIATELY IN MITI146 TO THE ARCHITECT. BACKCHAR6E5 WILL NOT BE B. THE MIX DE-516N SHALL BE APPROVED BY THE ENGINEER. ACCEPTED. DO NOT SCALE ORAHIN65. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F., 4. ALL GLAZING WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE I. HEADERS FOR FRAMED OPENINGS GREATER THAN b'-0" MUST BE ENGINEERED AND CONSTRUCTION. CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR 50IL BEARING CAPACITY G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q"-II" MAX., WHICH TEMPERED. ALL WINDOWS OR 6LA55 EWI_O5URE5 AT OR WITHIN 56" OF TUBS AND STAMPED BY THE TRU55 MANUFACTURER. NNLE55 NOTED OTHERWISE) 5. SUBMIT MINIMUM THREE (5) COPIES OF 5HOP DR-AWIN66 AS REQUIRED BELOW. REPORT BY A FLORIDA REGISTERED ENGINEER. MEANS THAT THE CONSISTENCY SHALL BE AS FLUID A5 POSSIBLE FOR POURING WITHOUT 5HOWERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X125 UNLESS SPECIFICATIONS. SEGREGATION OF THE CONSTITUENT PARTS. SIDELIGHTS, SLIDING 6LA55 DOORS AND FRENCH DOORS SHALL BE TEMPERED, 12. ALL HEADERS b. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE 5. ALL SITE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE SITE OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL T. PROVIDE DISCONNECT SWITCH of SIZE AS REQUIRED BY LOAD AND UNITS. ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR SPECIFIC 6EOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE 5. EGRESS WINDOW5 SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THICKNE55). SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD 6• FILL PLACED WITHIN 5'-0' of THE CONSTRUCTION PERIMETER SHALL CONSIST OF ENGINEER' EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. 6. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY 5WITCHE5 AT A/C EQUIP. AND AT NET AREA OF 51 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F.FOR 1st FLOOR WINDOW5. 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL IN ACCORDANCE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. GLEAN WELL GRADED SAND IN 12" LIFTS'MAXJ AND VIBRATORY COMPACTED TO 4. REINFORCING: THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSf IN BENDING FORA SINGLE MEMBER SPECIFICALLY ADDRE55ED ON THE PLANS AND NOTES. ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR ASTM D I55-1-02. RECOMMENDATIONS. AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-O" DROP, THE SILL USES. 90 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF I600 7. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR VERTICAL: SHALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. K5I OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. q. PROVIDE GFGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. "I.RUBBING HAS BEEN COMPLETED AND APPROVED . AFTER STANDARD GLEANING AND G, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EX15TINS A. ASTM A615-03. PER REINFORCIN6 SECTION (GRADE (20). 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE LAUNDRY AND NET BAR OUTLETS PER NEC, 2I0.8(A). 8. CABINET 5UPPLIER TO PROVIDE SHOP DRAWIN65 TO THE BUILDER GROUND. CHANNEL TYPE STUDS AT 24" 0/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT T. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL BE DETERMINED USING GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALSE L WITH I" LONG BUGLE HEAD DRYWALL ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 8. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT 15 TABLE 24053 & 3A OF F.B.G. AS THE MINIMUM THICKNESS ALLOWED. 5GREW5 AT 12" O/C MAX. SELECTED BY OWNER, q. SPLICES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. P -WI OUTLETS A5 SHOWN ON PLAN. -13 UNLESS - D. CEILINGS AND II. PROVIDE RE RED TELEPHONE OUTLE 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY: 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER F.B.G. SECTION 24 15. METAL LATH OVER SHEATHING SHALL BE 3/8" V GROVE OR DIMPLE L UNITS SHALL 015PLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. ENERGY G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR HALL COMPONENTS OF THE ENCLOSED BUILDING HAS 5PEGIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SU55TATE AT 4" 0/G AS FOLLOWS; CONSERVATION CODE. I0, ALL MONOLITHIC FOOTINC75 HAVE BEEN CHECKED FOR THE USE OF TRANSFER FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE; 3/4" LONG STUB NAILS W/ 50' HEAD. HORIZONTAL AND VERTICAL WOOD 2. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS SHOWN ON PLANS. AS SET FORTH IN CHAPTER lb. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST I-I/4" PENETRATION 13, DEDICATED CIRCUITS SHALL HAVE NO MORE THEN b DUPLEX RECEPTACLES. COUNTIES SHALL COMPLY WITH THE REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT D. VERTICAL REINFORGIN6 SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL II. ALL CONSTRUCTION IN BROWARD AND DARE HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS COUNTIES THE FB.G. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. THE COLUMN SCHEDULE. q. PICKETS AT STAIRS, LANDINGS E BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT 14. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC. 4I0.8. II, CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. E. VERTICAL REINFORCING EACH 5IDE OF ANY OPENING, IF REQUIRED, SHALL BE OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LEG, T/I6" MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65. CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. P THE BRANCH CIRCUITS . 210.1 NINE SMOKE DETECTORS SHALL HAVE CONNECTED GROWN METAL MTL. FRAMING: SELF TAPING SCREWS �12 x I/2° WASHER HEAD STAPLES PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO SITE PLAN NOTES REINFORCING BARS TO CONTINUE UNINTERRUPTED. SHALL NOT BE USED FOR SOFFITS OR CEILINGS ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. BEAM SCHEDULE NOTES IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS KITCHEN HOODS SHALL NOT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS BOUND SIMULTANEOUSLY. HORIZONTAL: V VENT THROUGH THE 5IDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. Ib. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING I. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR 6ENERAL LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE 6L. OR SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM OF THE PLASTER B THE WATER BARRIER SHALL BE PREVENTED NE PROVIDI 16.PREWIRE FOR GARAGE DOOR OPENER SENSOR. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENCED LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE TAT (TO) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SCHEDULE. BARRIER. IT. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LEGATIONS, SET BACKS, 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR5I BAR BENDS UNLESS OTHERWISE FRAMING NOTES DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOMS, SUNROOM5, CLOSETS, HALLWAY5 AND ALL 517E 13UILDINO5 PRIOR TO PERMIT AND EASEMENT IF ANY CONFLICTS NOTED. B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER T. PNEUMATIC FASTENERS SYSTEM TO BE HILTI COIL NAIL PROGRAM. TYPE TO BE GRF TYPE REINFORCEMENT SPACED NOT MORE THEN 161, O/C VERT. REINFORCEMENT SHALL 1126 I-1/2" LONG AND .I20" DIAMETER U.N.O. OR SIM. ROOMS PER NEG 210-I2 (B). OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL 2 ALL BEAM (MARK "B") TOP BARS SHALL BE CONTINUOUS UNLE55 OTHERWISE NOTED AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LE55 I. THE TRUSS AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC IN 0. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O0I GFM OR MORE. CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING THEN 24" BEYOND THE OPENING. PROVIDE 8" MIN EMBEDMENT INTO CONCRETE COLUMNS AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 3. ALL TIE BEAMS (MARK "TB°) REINFORGIN5 SHALL BE CONTINUOUS THROUGH TIE- AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND "T" INTERSECTIONS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HA5 BEEN DESIGNED UNDER THE WHEN WOOD POSTS ARE NOT IN A FRERAT WALL, FIRE RATE POST AS FOLLOWS: RESOLVES THESE CONFLICTS. ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 WRAP P05T ON ALL SIDES FROM BASE OF POSSTT TO UNDERSIDE OF BEARING WITH (U Iq. CEILING AREA 110 V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. AND FLOOR 5Y5TEM DESIGNERS LAYOUT. LAYER OF 50' TYPE W GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING THE DOOR TO BATHROOMS, WASHER/DRYER5, A/C SUPPLY AND RETURNS d KITCHENS. 5. GENERAL: FOR THE P05T. SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF CONCRETE NOTES 4, BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS A. STRUCTURAL DE5I6N 15 IN ACCORDANCE WITH A.G.I.530-08/ A.5.0.E. 5-OB/'T.M.5. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND 5LA55, MAJOR 67. BEARING A. TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMP05ED THE PHOTOELECTRIC TYPE. FROM ADJACENT BEAMS. NNO). 402-08, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME I. CONCRETE SHALL CONFORM TO ASTM Gq4-0�, 5HALL HAVE A MAXIMUM WATER/GEMENTOMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE WIND LOADS PER F.B.G. 2010. 20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR 5• DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 8 DOOR HEADS (28" MAX)AXJ STRUCTURAL REVISIONS ACCORDINGLY. SLEEPING PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR RATIO OF Ob AND SHALL HAVE 3000 F51 COMPRE551VE STRENGTH IN 28 DAYS ( AVD 245 BOTTOM IF DROP EXCEEDS W. APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AO B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-08/A.S.GE. b-08/T.M.S. MECHANICAL I CAL NOTES 602-08, 5PECIFGATION5 FOR MA50NRY STRUCTURES AND THE COMMENTARY ON 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED BY THE LOCAL POWER 5lb-Ob AND AGI 501. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH 6, TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK SPEGIFIGATION5 FOR MASONRY STRUCTURES. SUBMITTED TO THI5 OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DE516MER5 MUST UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. AGI 530-05. WORK, PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN. I. ALL HEATING, AIR CONDITIONING, REFR16ERATION AND VENTILATION EQUIPMENT SHALL 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE CONFORM TO THE REQUIREMENT5 SET FORTH IN THE "FLORIDA BUILDING CODE 21. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR T; ALL ADDED L061TUDINAL BEAM REINFORGIN6 SHALL EXTEND b" MINIMUM INTO BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION. LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" SUPPORT UNLE55 OTHERWISE NOTED. DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA UNFORMED CONCRETE BELOW GRADE-3' AGGGRDANGE WITH SECTION 2122.2.4 F,B.G. RE615TERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO2. A 4" (2) COPIES FOR 22. TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS IS CLEARANCE t3 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 8; REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 E 20A RECEPTACLES PER NEC 4ob.11 3. REINFORCING, STEEL: GRADE 60 (FY=60.000) A5TM A6I5-04a. SPECIFICATIONS. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED GONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY A55EMBLIE5 IF ANY. 6R INTERSYSTEM CONDUBoNoCTORS S TERMINATION FOR FOR , C MLINICATIONNTERSYSTEM BONDING AND q, ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT T GLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED GELL5 AT INTEGRATES WITH THE ARCHITECT/ ENGINNER5 SUPERSTRUCTURE. IF THERE IS ANY 6ROlNDIN6 GONDUGfiORS SHALL BE PROVIDED FOR N, GOMMUNIGATIONS, RADIO, OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BEAM 5HALL EXTEND THRU SUPPORT AND LAP WITH A CLASS 'A" TENSION LAP SPLICE EACH LIFT OVER 4'-0" HIGH. GLEANOUTS SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR 5Y5T11EM CAN, ETC. PER NEC 250.g4. BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. ON EITHER SIDE OF SUPPORT. INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE 5PECIFIC 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR TRANSFER GRILLES. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY AREAS OF CONCERN. 10. MARK "G" IN REINFORGIN6 COLUMN BETWEEN TWO BEAMS INDICATES THAT STEEL NOTES 5. A/G UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. SUPPORT ALL LOADS DURING CONSTRUCTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 5. TRUS5E5 TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND M5G. EQUIPMENT. I c^s? r h uaa IFv i4 COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE IN SHALL O" SUSPENDED A MIN. DOUBLE 6" NIT. ADJOINING GRADE. � €1 6. CONCRETE BEAM SIZES MAY INCREASED (8" MAX) AS REQUIRED FOR ARGHITEGTURALL CONFORM To THE A15(� PADS SHALL BE A MINIMUM 4'-O"xq'-0" PAD FOR DOUBLE UNIT. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT FABRICATION1. LAND ERECSTEEL TION OF STRUCTURAL STEEL FOR GBUILDINGS" . IFICATION MATTERIALSI SHALL COORDINATIONETWEENI THE TRU55 DE5I6N AND O AIR CONDITIONING DESIGN I WINDOW AND DOOR BEAMS (28" MAX) AND ADD 245 BARS BOTTOM IF DROP EXCEEDS CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W SHAPES - A4192-06a, REQUIREMENTS.. NOTES /� 8". OTHER SHAPES - A36-05, PLATES A36-05 BOLTS - A 3C7-04 TUBULAR - A500-al GRADE PLUMBING I Y OTES T. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 512E AND NUMBER B (46 K51) 6. NEITHER ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR 5TRUCTURAL OF DOWELS A5 VERTICAL BARS ABOVE. BEAMS, COLUMNS, AND FOOTIN65 UNTIL REVIEW OF APPROVED TRUSS AND FLOOR 2. WELDED GONSTRUGTION SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY SYSTEM DRAWINGS, 516NW AND SEALED BY A FLORIDA REGISTERED ENGINEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 40", 8. FB.G. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 5IZE AND NUMBER A5 HORIZ. BEAM A.H.S. A5.I ETOXX. T ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUUGTED WITH CLIPS, TOP AND 2, ALL PLUMBING FIXTURES SHALL MEET TPE REQUIREMENTS L TABLE OVE HAFT CODES USED. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FB.G. PLUMBING CODE GRAFTER II. BOTTOM EACH STUD. (CONTD) 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. FLORIDA BUILDING GORE 2010 I s REAT' EN REQUIRED REINFORCING AT EACH FACE. LAP 48 BAR VIA. MIN. q. PLACING PRAHIN65 ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD 5. CONDENSATE DRAINS MUST D A MINIMUM OF 12" OFF THE BUILDING. PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION A5 PUBLISHED BY THE ply g / /+ 6BE . SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL _ N� 2008 CONCRETE REINFORCIN6 STEEL INSTITUTE UNLESS NOTED OTHERWISE. PROPOSED SINGLE FAMILY RESIDENCE TO INCHES ABOVE THE SMOOTH, DRAIN INLET. SURFACE TO A HEIGHT NOT LE55 THEN - A.5.0P: 1-10 rAf3V REVIATIONS LOAD SCHEDULE DRAWING INDEX ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY MELD INSPECTORS THAT M.G. MEDICINE CABINET 5M5 SHEET METAL SCREWS LEGATION DEAD PART'10 TOTAL ggOVE EXT. EXTERIOR M.C. MEAN ROOF HEIGHT 5T. STIRRUPS GROUND FLOOR 40 50 0 100 applies to slab �1AY �E NECE33�2RY IN 6RDF i ® ABOVE FINISHED FLOOR F.BC. FLORIDA BUILDING CODE M.T. METAL THRESHOLD STL. STEEL G 1 COVER 511EET COMPLY WIT ALL APPLICABLE ODES. B.F. BI FOLD FIR FRENCH POOR MAX. MAXIMUM SW SWITCH 5-I 517E PLAN MFR. MANUFACTURER 5W.O.T. 5HEARWALL OVERTURNING FORGE ROOF 30 25 O 55 B.P. BI PA55 FIN. FINISHED MICRO. MICROWAVE TEMP. TEMPERED _ _. - ELK. BLOCK FL. FLOOR MIN. MINIMUM T.B. THROUGH BOLT A -I FOUNDATION 6 PILE PLAN WIND: BLW. BELOW 6.T. GIRDER TRU55 M.O. MASOWY OPENING T.O. THROUGH OUT - A-2 FIRST t SECOND FLOOR PLANS BR6. BEARING GA. GAUGE MONO. MONOLITHIC T.OBB. TOP OF MA50NRY BOND BEAM ULTIMATE WIND SPEED = ITO m.p.h. BTM. BOTTOM 5ALV. GALVANIZED NOMINAL WIND SPEED = 15 12 m.p.h MTiLqL T.O.PL. TOP OF WOOD PLATE . THIS STRUCTURE HAS BEEN DESK NE I A-3 ELEVATIONS !DETAILS GL6. CEILING 6FI GROUND FAULT INTERRUPT .HD. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM AND REVIEWED FOR COMPLIANCE OF O GMU GONGRETE MASONRY UNITS 6L. OLA55 O/c ON CENTER T.O. TYPICAL RISK CATAC70RY = II FBC 1606.1.4 FOR ONE OF THE FOLLOWI ^c.: A-4 SECTIONS ! DETAIL5 6WB COL. COLUMN GYPSUM WALLBOARD CONCRETE GYP. BD. GYPSUM WALLBOARD F.I.F.POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERWISE GONG. \ BUILDING DESIGN A5 ENCLOSED WNC, CASEMENT FIST. HEIGHT P.SF. POUNDS PER SQUARE FOOT ILL UNDERWRITERS LABORATORIES INTERNAL WIND PRESSURE" - A-5 FLOOR J ROOF FRAMING PLANS 6 DETAILS EXPOSURE CATEGORY = D t ) DBL P.B.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD WINDBORNE DEBRIS YHO-1Ec TiON _. A-& FRAMING DE7AIL5 VIA. DOUBLE HIPS. HOOPS P.T.RESSURE TREATED WA. WEDGE ANCHORS ROOF DEAD LOAD FOR WIND (IM VIA. DIAMETER HR HOUR/ DESIGN TAKEN AT 10 s.f. IMPACT HESIS'IANCE GLAZiiNG �A-7 FLOOR !ROOF BRACING PLANS Q S OFSIC DISPOSAL HS HORIZONTAL SLIDING PART'N. PARTITION W WITH / DP DESIGN PRESSURE HVHZ H16H VELOCITY HURRICANE ZONE PKT. POCKET WG WATER CLOSET p /3 CyJ��J U DR. DOOR INS. INSULATION PLYWD. PLYWOOD No. WOOD ® I^t A-B ST 6 2ND FLOOR ELEGiR/GAL ST. LLICTF COLTv f Y 81111,P►NG DPRSTON DW DISH WASHER INS. INTERIOR R.O. ROL6H OPENING NOTE: THI5 STRUCTURE 15 DESIGNED IN ft"Wi D FOR L E.E. EACH END L6. LONG S.G. SOLID CORE ® A FLORIDA BUIIcELDING WITH CHAPTER Ib OF THE M-1 I3T d 2NO FLOOR MEGHANIGAL&f wE $Y _ ELEC. ELECTRICAL LIN. LINEN S.6D. 5LIDIN6 6LA55 DOOR PRESSURES BUILDING GODS AND DOORS DESIGN ELEV. ELEVATION LT. LIGHT SF SQUARE FOOT - - - - - - PRESSURES FOR EXTERIOR DOORS AND ?CANS A11 PERiQT MUST BE KEPT ON J E.S. EACH 5IDE L.T. LAUNDRY TUB SH SINGLE HUNG WINDOW5 ARE NOTED ON THE DOOR AND OR NO INSPECTION WILL BE MADE. WINDOW 5HEDULE5. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN S I• LUCIE COUNTY , FLORIDA FACTORS TO OBTAIN TESTN FRE55URE5 BY THE ATE ELECTRICAL SYMBOLS LEGEND ® FAX LOW VOLT. PLAN I ELT-VATION SYMBOLS LEGEND 220 V. RECEPTACLE TELEVI510N JACK 4 PREWIRED SMOKE DETECTOR CONCEALED FASTENERS OR ATTACNM u SHEARWALL LABEL AT 12' A.F.F. JUNCTION 1 ANE THE REWN50LITY OF THE Q SMOKE GROUT FILLED CELL SEE ®/ POT5HELF HEIGHT DUPLEX RECEPTACLE/ ARC SINGLE RECEPTACLE HVAG J BOX ® DETAIL CONTRACTOR Of RECORD ®® ��,/� AS NOTED FAULT INTERRUPT AT 12" A.F.F. DEDICATED THERM05TAT DETECTOR # SCALE 4 DWG 2 INTERIOR "' FOUNDATION PLAN ELEVATION BEAM LABEL Q� DUPLEX REGEPTAGLE SINGLE RECEPTACLE Q• INTERCOM �Q PADDLE FAN /� EXHAUST IIB DU BASE DEDICATED SNITCHED I AT 60' A.F.F. OD W/ OR NO/ LIGHT 1 ) POURED /�/�/�/�/DROPPED SOFFIT i FAN 3 COLUMN CONCRETE Yll/lC!/lC!/1!1/1L!/ld HEIGHTNOTED ?ClPLEX RECEPTACLE fn LIGHT FLOURE5CEN EXHAUST FAN iRuss CONNECTOR IlAT 8" ABV. COUNTER D SINGLE RECEPTACLE KEYPAD LIGHT FIXTURE /LIGHT COMBO #, SCALE O 000# MAX. LABEL Y DEDICATED UNDERGOUNTER SECURITY FL # DETAIL TG-O ? DUPLEX RECEPTACLE FLOURESCENT SPEAKER DOOR LABEL NON -BEARING FRAME ARCHED OPENING SEE II�1 GROUND FAULT INTERRUPT Q� DUPLEX RECEPTACLE- ARC DOOR LIGHT FIXTURE ® IN GL6. CONSTRUCTION Z - Z PLAN OR ELEV. II FAULT INTERRUPT o 1211 A.F.F. CHIME DUPLEX RECEPTACLE p INCANDESCENT LIGHT LV DOOR #� REVISION Q�a AT W ABV. COUNTER DUPLEX RECEPTACLE I PUSH FIXTURE GL6. MINTED. APSE # 5EGTION BEARING FRAME _ II I GROUND FAULT INTERRUPT TOP REG. SWITCHED I ROTTEN D SCALE O WINDOW LABEL CONSTRUCTION TYPICAL CONSTRUCTION ARC FAULT INTERRUPT TELINCANDESCENT L16HT o VOLUME N Q� DUPLEX RECEPTACLE SWITCH ® AT A.F.F. OUTLET FIXTURE WALL. MNTED. CONTROL I II TOP REG. SWITCHED I SINGLE POLE � NORTH ARROW FRAME CONSTRUCTION DUPLEX RECEPTACLE HI HAT 5WITGH �WP WA.fERPROOF �j 5WITGH p TELEPHONE OUTLET ® GL6. MOUNTED DISCONNECT # SECTION ABOVE OR BELOW �I GROUND FAULT INTERRUPT S THREE WAY (�j FLUSH IN FLOOR owc. SCALE G# COLUMN LABEL DEDICATED HI HAT BREAKER E BEAM HEIGHT THE DE5167N PROFE55IONAL A55UME5 NO CW DUPLEX RECEPAICLE gj SWITCH ® DATA LINE ® VAPOR PROOF 1� PANEL BREAK LINE ELEV CHANGE u� UNDER COUNTER ?4 FOUR WAY LIABILITY FOR IMPROPER 5LOPE5, GRADE5 G.V. F.P.QL. METER # �# " z, q, OR M1mA5UREMENT5. ALL FI6URE5 TO BE QUADRUPLEX �7 5WITGH GENERAL VACUUM EYEBALL RECEPTACLE Iv DIMMER Y RECEPTACLE a DISC. VERIFIED BY A LICENSED GENERAL INTERIOR ELEV. FOOTING LABEL GRAPHIC SCALE O'-On FIN. FL. SLAB FLOOR ELEVATION DUPLEX RECEPTACLE SECURITY CARBON MONOXIDE LOW VOLTAGE SCALE O SCALE va - :r GONTt2AGTOR IN THE FIELD BEFORE O FLUSH IN FLOOR K SW� LJ LIGHTS ® DETECTOR ® TRANSFORMER GON5'TRXTION. THESE f'LAtyS CONFORM TO FBC - 2010 revisions no. date designed PR drawn PAR checked 55 - PR date 7/11/13 s c a l e 114" = P-0" ON.OJ Job no.. 12-0059.BUR h Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W w LL U) U ^/ W w JU - MM 0WF- w _J Z u) project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing COVER SHEET Sheet C-1 of 8 / S44°30'51"E 75.06' AD W I "8'-O" SETSAGK THIS SIDE" I PAVERED KALK — — ----------------------- MIA - - �� -----� I � I !R"Emy " SETBACK THIS SIDE'PAVE l / / Ll / I \ I I L- �, / - 11 O�V DC IDfWM1 It11D DIVC ��_ \ Co PAVERS am . --••- � "5'-0" 5ETBAGK THIS SIDE" ,-n 51 E 42.24' O SITE PLAN SCALE: 1/4" = I'-0" ALL SETBACKS HERE PRE APPROVED THROUGH THE 5T LUGIE COUNTY ZONING DEPARTMENT revisions no. date designed PR drawn PAR checked 55 - PR date vans s c a l e 114" = 1'-0" (u.N.oJ Job no. 12-00511.aR Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 " 5E 5AGK THIS SIDE" � �! 0 / 40% W Ali� Q� Alf WLL 0 H —1 O Z �U c) w W JU � � J MM 0 W F- w JZW project Q-EA QUANTUM ENGINEERING ASSOCIATES INC. THE DEVON PROFE55IONAL A550ME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEASUREMENTS. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. Structural Engineering 0 Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing SITE PLAN sheet S-1 of 8 nC-SE PLANS CONFORM TO FBG - 2010 1#5 DIA REBAR CONTIN. 3" MIN CLEAR revisions no. date I#5 DIA REBAR GONTIN. 3" MIN CLEAR #5 DIA REBAR ® 48" OX VERT. WIRE MESH f m GRADE v — TRANSVERSE ppp ;'•,:: ' "" BARS ONLY A5 t READ. SEE EQ. CONT. SEE FOOTING SCHEDULE 5EE SGHED. E06E BARS ALWAY5 REMIAN. SPACE OTHERS EQUALLY F1 CONT. ISOLATED SPREAD SEE GONG CURB AS NEEDED H/I-#5 CONTIN 1#5 DIA REBAR GONTIN. 34 MIN CLEAR BARS ONLY A5 REOD. SEE 1/2" FELT EXPANSION Nrut;.j`"i'r; i'"' P"u... 'NT.REBAR SEE FOOTING ,.. w � . ''� ,M:`: 3; HEDULE E06E BARS ALWAY5 5'SPIJr 4 .iid ' REMIAN. SPACE OTHERS EQUALLY F3 CONT. ISOLATED SPREAD @ GARAGE STEP JiL I TRH SINK Cp3° M BATHRM < 1 PrTIC UP ro 2�111 P�'`3 C 1 1 I I ATTIC �9T31 I I i I SINK WC PWDR BARS ONLY AS REQD. SEE ':`_t'°';:;;avx;" - .`;�••,•` .:"`:'''U.`: NT.REBAR SEE FOOTIN6 •'L' TC3: -° = L -"� `T HEDULE EDGE BARS ALKAY5 :: REMIAN. SPACE OTHERS EQUALLY F2 CONT. ISOLATED SPREAD @ GARAGE STEP MASONRY WALL MATGHIN5 DOWELS 4e BAR DIA. MIN. kW0. HOOKS -WIRE MESH 145 CONT. 3" MIN. GLR. 45EE TRAN5VPR5E BARS ONLY AS READ. SEE EQ.T.REBAR FOOTING SCHEDULE 5EE SGHED. EDGE BARS ALWAYS REMIAN. SPACE OTHERS EQUALLY F4 CONT. ISOLATED SPREAD I#5 DIA REBAR GONTIN. 3" MIN CLEAR #5 DIA REBAR ® 45" 0/C VFRT. WIRE MESH ._ •F I'---EQ. EQ. PAD .REBAR 5EE FOOTING SCHEDULE SEE SGHED. EDGE BARS ALWAYS REMAAN. SPACE OTHER5 EQUALLY F9 ISOLATED PAD KITCHEN ti -IRM (2) LAYER5 H1.4xkl.4 WJ SEE CLAN hIACC 4' r�SEj(E PLUMBING RISER DIAGRAM NOT TO 5GALE 1-#5 CONT. 3" MIN. GLR. CONC. SLAB '. 91EliAiP' '"A914�1 FGONT.REBAR EQ. EO. 5EE FOOTING SCHEDULE SEE SGHED. E06E BARS ALWAY5 REMAAN. SPACE OTHERS EQUALLY F6 CONT. ISOLATED SPREAD @ GARAGE DR 103 NOSING CONT. CONC. FOOTING SEE SCHEDULE TYP. CONC, STAIR DETAIL 3" X 3" CLEAR UNOBSTRXTED OPENING 0 REGE55 2" LARGER F O U N DAPLAN THAN BASE PL. ALL AROUND, DEPTH AS STEEL COLUMN SCALE: 1/4" = 1'-0" III READ. FILL W/6ROU7 I I F00�6 SCHEDULE REBAR SEE —I I I I ANCHOR BOLTS $ BASE PLATE THEE PLANS AND ALL I��ROP02 EDGE BARS ALWAYS I I 1 BEE SCHEDULE 1 '; ARE SU9�ECT TO ANY CORRECTIONS REMAIN SPACE o EQUALLr WELDED I "i :a , 'RY FIELD INSPECTORS THAT I I - - - WIRE MESH MESH • ,-. -"-., REQUIRED °°�iAAY QE NECS�sRY Ili QR�SEI, TC ; c 1-#5 CONT. CO(>P,PLY WIT AI 9 APPLICABLE C x i 'met" ; '.[.. �", L"<e" 3" MIN. COVER 0„ 8r � EQ. EQ. (I t1) THICKENED EDGE �ILIIVI� IVU I tJ: INT. PAD AT STEEL COIL. PILINGS TO BE 14" DIAMETER BY 50'-0" MIN. LENGTH OR REFUSAL >EVON CAPACITY - 10 TONS. ALL SHALL BE IN AGGORDANGE WITH A.G.I. 43-R-00. ZINFORCIN6 = (1) #T x 50'. EXTEND 15" ABOVE T.O.P. ELEVATION . AUCeRGA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT OLLOW SHAFT AL16ER INTO THE &ROUND TO A PREDETERMINED PILE DEPTH 16H STREN6TH 6ROUT SHALL BE PUMPED WITH SUFFICIENT PRE55URE AS TH d6ER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND 0 CAUSE THE LATERAL PENETRATION OF THE GROUT INTO SOFT OR 'OUROU5 ZONES OF THE 5URROUNDIN6 SOIL. " HEAD OF AT LEAST SEVERAL FEET OF GROUT ABOVE THE INJECTION POIt MALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI&HTIN6 AT d-L TIMES DURING THE RA151N5 OF THE AUGER 50 THAT THE HIGH-5TREN6Tf ROUT HAS A 015PLAGIN6 ACTION REMOVING ANY L005E MATERIAL FROM HE HOLE. THIS METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND OT BE DEPENDANT ON WHETHER THE HOLE 15 SUFFICIENTLY 5TABLE TO STAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. AUGER &ROUT SHALL HAVE A MINIMUM COMPRESSIVE 5TREN6TH OF 4000 51 AT 2b DAYS. SEE CONCRETE NOTES ON SHEET C-1 FOR ALL OTHER SEE PLAN FOR BAR 51ZE AND SPACIN6 OF 5000 PSI 6ROUT FILLED CELL. PROVIDE CLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD l^EEP HOLES AT 0 AND 2/3 OF SPAN HOOK REINF. BAR 12" AT TOP AND BOTTOM 5" x W x 16" CONCRETE MA50NRY UNITS H/ TYPE "M" MORTAR 4" CONCRETE SLAB Wl 6x6 #10/10 HELPED WIRE MESH ON GLEAN COMPACTED FILL VAPOR BARRIER TYP. GROUT FILLED MASONRY CELL DETAIL BEAM 5TL - 5EE 5GHED. ADD 05 q0" GORN€R BARS ALL BEAM 5TL GRADE BEAM TO GRADE BEAM COLUMN SCHEDULE MARK 512E TYPE DESCRIPTION bxb GONG. BLK. WA FULLY GROUTED CELL WA-#5 VERT. EA. CELL 6-1 BLOCK ® &'-0" O/G OR A5 LOCATED ON PLAN Bxlb CONC. BLK. W/2 FULLY &ROUTED CELLS W/1-#5 VERT. EA. CELL G-2 BLOCK bx12 RINKER 7,-32q PR EQUAL CONIC BLOCK G-3 BLOCK FULLY &ROUTED Wt(2)#5 DIA REBAR VERTICAL b "x 16 6-4 CONCRETE COLUMN 446 DIA VERT. W/#3 DIA TIES 0 6" O.G. VERT. (SEE DETAIL) 6xl6 GONG. BLK. W2 FULLY GROUTED CELLS W/1-#T VERT. EA. CELL G-5 BLOCK 3-1/2"0-1/2"W4" WIDE STEEL GAP PLATE 4 SADDLE A5 NOTED ON DETAILS. BASE 0-6 TUBE STEEL PLATE - b"x 8"x 5/b" W/(4) 5/b"x8" DIA THREADED ROD SET IN H16H 5TRENOTH EPDXY b"x 26, 6-7 CONCRETE 646 DIA VERT. X43 DIA TIES ® b" O.G. bx12 RINKER T-3211 PR EQUAL GONG BLOCK 6 6 BLOCK FULLY GROUTED W/(4)#5 DIA REBAR VERT. (2 BARS EA. FACE) Bx16 GONG. O' BLOCK FULLY GROUTED W/4-#5 VERT. REBAR EA. FACE G-q BLOCK #5 DIA REBAR ® 48," O/C, VERT. -b"Xb" THICHENED EDGE W/I-#5 CONT. O'-O" FIN. FLOOR SLAB (2) #5 Z-BAR5 AT TOP AND BOTTOM #3 AT 12 " U.N.O. SET PILE DOWEL EXTEND 12" ABOVE TOP OF PILE POMIN(;/ WAI I nPT011 16"xl6" x (105 DIA CORNER BAR ® 24" O.G. VERT. TO FLOOR SLAB TYP. ALL ACUTE CORNERS (1) - #1 VERTICAL FULL DEPTH OF PILE (5) - #5 VERTICAL KI #4 @12" Q..C. SEE SOILS REPORT 6 B.O. PILE '1' TYPICAI Al IAFR PII F FOOTING SCHEDULE DETAIL MARK 512E (WxD) REINFORGIN6 '. DESCRIPTION NO. 14/3 #5 GONTIN. (I TOP, 2 BOT) 4 #4 F-1 21" x 12" x GONTIN DIA TRANSVERSE BARS o 48," O.G. EXTERIOR STEM WALL FI PU2 #5 GONTIN. 4 #4 DIA F-2 0" x 12" x CONTIN TRANSVERSE BARS a 48" O.G. STEM WALL ® STEP F2 W/3 #5 CONTIN. (I TOP, 2 BOT) 4 #4 F-3 21" x 12" x GONTIN DIA TRAN5VER5E BARS ® 45" O.G. STEM WALL 05TEP F3 INTERIOR MONOLITHIC F 4 b" x 16" x GONTIN W/3 #5 CONT. (I TOP ® 2 BTM) ® STEP F4 PAD ®INTERIOR F-5 3b" x 56" x 12" W/4 #5 EACH WAY BOTTOM STEEL COLUMN F5 K15 #5 CONTIN. (I TOP, 2 BOT) 4 #4 F6 21" x 12" x GONTIN DIA TRANSVERSE BARS ® 4b" O.G. EXTERIOR STEM HALL F6 W/3 #5 CONTIN. (I TOP, 2 BOT) 4 #4 EXTERIOR STEM HALL F-7 21" x 12" x GONTIN DIA TRANSVERSE BARS ® 4b" O.G. a GONG STAIR F7 W/2 #5 GONTIN. 4 #4 DIA F-b Iv x 12" x GONTIN TRANSVERSE BARS ® 46" O.G. PTO ® GONG STAIR Fb F-q 56" x 36" x 12" H/4 #5 EACH WAY BOTTOM 150LATED PAD Fq H/4 #5 CONTIN. (2 TOP, 2 BOT) F-IO 21" x 16" x CONTIN W/(7) #3 HOOPS ® 6" O.G. E.E. STEM WALL Flo THICKENED EDGE TE-I )0" x DROP x CONT W/1#5 CONT. 0 DROP TE-I I `0 ti> s I I,l m4 6.0. TO VERIFY ALL FOUNDATION DIMENSIONS AND FIN15H FLOOR HE16HT WITH SURVEY INFO BEFORE CONSTRUCTION TYPICAL: 4" THICK 2500 P51 MIN. POURED CONCRETE SLAB OVER bxbxlO/IO H.W.M. OVER APPROVED VAPOR BARRIER AND WELL COMPACTED (TO 15 %) GLEAN AND TERMITE TREATED SAND FILL. NOTE: &L. TO VERIFY SOIL BEARING CAPACITY FOR FOOTING TYPES SPECIFIED WITH A CEO -TECHNICAL REPORT FROM A FLOIRDA LICENSED 6EOTECHNIGAL ENGINEER BEFORE CON5TRUCTION NOTE: 6.6. TO VERIFY ELEVATIONS WITH SURVEY AND ADJUST AGGORDINeLY IF NECESSARY BEFORE GON5TRUCTION. DO NOT EXCEED MAX BUILDING HT. ALLOWED BY LOCAL CODES. THE DE516N FIROFE55IONAL A55UME5 NO LIABILITY' FOR IMPROPER 5LOPE5, GRADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL GONTRAGTOR IN THE FIELD BEFORE GON5TRU('wTION. INE5E PLAN5 CONFORM TO FB0 - 2010 designed PR drawn PAR checked 55-PR date 7/11/13 Scale 1/4"= 1'-0"(V.NO) Job no. 12-005q.BUR Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W z W � uAuci 1�010 VL W W �i ® i- U U) Ill _J F— U M � p W J l-- w _J Z U) project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 drawing FOUNDATION PLAN sheet A-1 of 8 revisions no. date REV 1 8/28/13 BLDG DEPRTMT GOMT (TYP) ALL EXT WOOD WALLS SYNTHETIC 5TUGG0 OVER 5/8" THK OEN55LA55 GOLD FIREGUARD BRD OVER TYVEK BLDG WRAP OVER N 32" THK COX EXT GRADE PLYWOOD OVER 2xb P.T. WOOD STUDS 0 Ib" 0/0. INSULATE BEHIND WALL IN ATTIC VERTICALLY WAR-21 MIN. Floe p € u V-4" --- 6-4" BALC. 4 WOOD PARAPET WALL b" PRECAST 4 PRESTRESSED U-LINTELS 4'-0" P` 36" H RAILING W/PICKETS SPACED TO REJECT A 4" DIA SPHERE PER F.B.G: R 2010 4) 3RD BALC PLAN SCALE: 1/4' = I'-0" 4C^=64#wm GRAVITY 'ca acit ' TYPE +TN am WO-0 WWII III Sfl2-1B 1016-0 8F18-1B BF20-OB 8F20-iB 8F24-0B 8F24-IB BF25-0B 8TTB-18 8R2-o8 BFS2-1B A (A) 7-10" (34' PRECAST 2302 3150 4473 80M 7508 W04 10472 11036 3100 4473 81 1 7526 1 9W4 10472 11936 (B) 3'-6' (42� PRECAST 2302 3130 3V7 II MI 7315 111 9047 3186 4473 SOM 1 7528 1 W04 1a72 11036 (C) 4'-0� (487 PRECAST 2029 20 2496 3467 4438 5410 6384 7358 260 4473 5039 7526 1 9004 10472 11936 D () 4'-6� (54� PRECAST 1851 1797 1913 2657 34N 4149 4896 5044 2179 4027 WN 7525 9W4 10472 9M6 (E 5'-4' W PREC/1ST ( 7 1184 1223 1301 IBM 2317 2828 3376 3848 INS 28M 5057 80W SIOD 624 7450 (F) 5'-IW(M0 PRECAST 972 Iwo TOM 1474 1BM 2304 2M1 3137 1450 2464 4144 545E 4437 528D 8122 (G) 6'-6' (787 PRECAST 937 1255 2101 3263 2746 3358 4585 1255 2101 3366 5250 7134 M3 W 6M971 0 (H) 7'-V (901 PRECAST 767 1020 1679 2365 1994 2439 2106 3M3 Ion 1676 2610 1 3039 MIT 6513 5047 (J) 9--r (112') PRECAST 573an 10N 14M 1210 1482 1754 2027 7M 1212 1818 2544 3480 4N0 3127 (K) 11--4-(1361 PRECAST 445 590 111 1365 1854 2355 1793 2)75 596 ON I= IN4 201 3155 4044 (L) 12'-W (144' PRECAST 414 M4 1254 1093 2211 1570 1818 5% 864 1254 1M3 2211 2832 359 AI ( ) IS-4' fi�tiT ( 1601 PRE 352 � � 1028 1331 18T6 1224 1418 485 748 1076 1438 1855 2343 222D (N) 14'-0'(1887 PRECAST 338 351 648 919 1190 M1OB7 12W 4S 700 CON 1335 1 1714 2153 2686 P () 15'-IV (1841 PRESTRESSm N.R. M 42D M5 1 1— 1 1055 1 1 2890 3410 6-5.. L — LOCATION BY HB ELECT METER II- / I rMARTVENT ELr, ELEG PANEL _ - - -- -.-- 1 CAR GARAGE :�Lk �/ I l0'-0" GLG - ,iW _ 1 iU HUNG / I P.H.IIvi �iDE. :,ONTI � • _i��,1 II III�HILIIIIIIIII�� °�111111111111 oil Im 1,1111 MEN P.WWI- • ;III "• ._� a•.+i 0 L dd --- I 6 3 o w 4 V-4" 2---- / �ry I N/ oAi�c L B - — N ,; FOYER ,,: - '^r ilk v -.;, INSULATE H/K _:i 1 II . ' q, N N / \ a BATTS I GL6 .. ✓ 5, / / I f] i O MY' T. �� _.. J Q _ _ 5TL COL. — — — v 2_O�� 8�,-------. - -- I 6 -. -- -- — IDELITES _ -OT GL05ET� am _ _ '.mac:. _ O GOLF CAh I xb' PKT - p Q JJ 5T -JOT ® .5" i v Oa T B G.G. = W 3 4,0 6,8 MBP w 4 I Q 1 _, r1>�. 5" '0 5,_6:1 V. 5-4" I -o_2�� - LLOYd hula -- --. .-- - _ UENI51"UDY mTTTITIsaigh - uw 26" 2" L K cv METAL ANGLE- I ATTACH TO TRUSS hVI. I:;. R-30 INSULATION SCREWS AT 12" O.G. TRUSS —-- _j ---- " BOTTOM CHORD PLYWOOD 1/2" DRYWALL DECOR. TRIM MOULDING eATTIC ACCESS SECTION A2 SCALE I-V2" = 1'-0" b" PRECAST 4 PRESTRESSED U-LINTELS Ci42rr� UPLIFT 'ca pacify' uT1wL IEWM rroE Bf6-1T 11 1T 8T56-11 SF220-1T OF24-1T OF29-IT 81`32-iT 6� 111 2-2T 8F18-2T 2T 6i24-2T - (A) 2'-10' 347 pRiCASi ( 2727 2870 4101 5532 85M 7811 I= 2021 2727 2784 3081 51W 6W7 7630 B657 ) (B) S-r (421 PRECAST 2165 2259 3280 4237 5210 61 1 7192 1257 1257 2165 2215 3165 4125 5M1 6081 7030 (C) 41 (49) PST 4'-8' (547 PRiCAST 1878 1989 2632 360D 4532 5357 6245 938 111 1878 I ' 2750 3583 4422 5264 6110 ( D) ISW t7St 2507 3257 4010 4767 5525 727 727 I= 1705 2435 3171 3913 40M 5106 (E) 5'-4" (641 PRECAST 138P 14M 2110 V41 3375 4010 111 5W 505 1393 1437 2050 2870 32W 3920 450 (F) 6-16- (70' PRECAST 127Y 1357 TOM2505 3N4 3665 4247 418 418 t2M 1315 1975 2441 3010 3583 4157 (G) 6 -6" (787 PRE N 7'-6" (On PRECAST 11410 1200 1733 2250 2769 3290 3012 707 887 1141 1182 1684 2192 27N 3218 3/32 (H) 111 912 1475 1914 2354 2797 3240 591 657 MO 1020 1466 1907 2351 2797 3245 (J) 91 (1121 PRECAST a 612 9W 1260 15M 1852 2144 454 630 MI 755 1192 1550 1910 2271 2634 (K) 11'-4�(138� PRECAST MO430 M0 M1104 1309 1515 363 556 688 535 905 Inns 1595 1896 21W (L) 12'-O'(1441 PRECAST W74 400 $31 816 WWI 1106 1372 49{ N1 486 818 1200 1514 1799 2086340 (M) 13'-4"(160' PRECAST 507 340 532 BBB 841 M7 1153 302 396 573 4W BB2 1W4 1387 1637 1897 (N) 14-r(15n PRECAST 16 3378 286 360 50 629 922 1254 15W IBIS- (P) 15-4'(1847 PRESIRESSm N.R. 327 228 329 542 — — 1301 1679 BEAM SCHEDULE REINFORCING #3 HOOPS TOP MID BTM MARK 61ZE OR 5TIRRUP5 REMARK5 #3 DIA STIRRUPS 0 5-1 B'x57" 2#5 6#5 2#7 2" O.G. #3 DIA STIRRUPS 0 B-2 B n2B" 2#5 2#5 2#6 12" O.G. #3 VIA STIRRUPS 0 B-3 B"x12" 2#5 - 2#6 4-1/2" O.G. TYP MASONRY BOND BM GONTIN UNLE5 OTHERWISE NOTED BB -I 431xl6" 1#5 - NONE READ. 2 COURSES FILLED REOD GASTGRETB HIGH STRENGTH LINTEL L-I B"x8" - - UNFILLED GA57GRETE NIGH 5TRENOTH DOOR L-2 B"x12" 015 - 1#5 NONE REOD. ALL COURSES FILLED GA5TGRETE HI6H STRENGTH LINTEL L-3 B c18" 1#5 #5 NONE READ. ALL COUR5E5 FILLED CA37CRETE H16H 5TREN67-H LINTEL L-4 &5(20" 1#5 - 1#5 NONE REOD. ALL COURSES FILLED GA5TGRETE HIGH 5TRENOTH LINTEL L-5 6W2" I#5 - I>G NOW REOD. ALL COURSES FILLED GASTCI IE HIGH 5TREN&TH LINTEL 1.4 1 B"x2B" I#5 - 1#5 NONE READ ALL COURSES FILLED CA57CRM H16H STRENGTH LINTEL L-7 B'X53" 1#5 - 1#5 NOW REOD. ALL G4UR5E5 FILLED GA57GRETE HIGH STRENGTH LINTEL L-8 4311x55" 1#5 - #5 NONE REOO. ALL COURSES FILLED GA5TGRETE HIGH STRENGTH LINTEL ALL L-q B"xl2" / B"xlb" 1#5 - I#5 NONE READ. COURSES FILLED. TOP of BM STEPS PROVIDE #5 Z-BAR TOP 0 DEPTH TRANSACTION GA5TCII HIGH 5TRENSTH LINTEL L-10 81x5q" 1#5 - 1#5 NONE RWO I ALL COURSE-5 FILLED GA5TGRETE HIGH 5TRENSTH LINTEL L-11 B4x61" 1#5 1#5 NONE REOD. ALL COURSES FILLED `REDUCE VALUE BY 25% FOR 1140 FELD REBAR LETTER TO INDICATE WHICH LINTEL TO USE SEE GASTCRETE 51,HEDULE5 PROVIDED LETTER TO INDICATE LINTEL (A) = SIZE. SEE BOND BEAM SCHEDULE PROVIDED 1ST FLOOR PLAZA 5GALE : 1/4" = I'-O" (AT OR ABOVE FLOOD HT LC t; o;:��-<. r'IiN FLOOD HT) P RCH - b. e'-o" GLG = I LINE OF WALLS ABOVE 4TIL 15T STE ® _ FOUND P AN)�"'0 G MT. ®®® E OR PA R5 L-6 8'- ^ X b p" M S'-12�, 5'-6" ro -- -- - OJL- O O CONIC�ALtO I'AMNIERS OR ATTACHMENT ARETHEREStPONSIBI'Ll' iE CONTRACTOR bF'RECOF1 5T-q" 41 (GJL-3 �21 G2 (DJ -3 56"X84" F.G. GSMT 3030 OG I ICll11L°1ll111111 IR 15 WPL41n.N '` i 7 3 " m RO -UP OR Is STONUI2'O"rc 3b MICRO OVCR ...___._ b ^� .LP VCN IF IVI BIEUK1,, MR __ p IVI Y3r" - B O : � 3 DN •- �_._ _ J — /J FOYER N 2'o°xb'a" PKT - �. - .0. B07 0 � 2 B"x6'b" 8'-0" TO q'-0" !^ i1 2'6"x6'o Hi l R2'O �a " OR 51 23 G-TOP > 1 3R- I p x Ip .. .._..- -- l --IN Ii e- V- v � -V ,.1 3 _. � 14 4 iINE ®® � ...may::--- OIDT 70X7 F 6. - BA C. 1 G2 MJ J NL GL6) 21_0' 3 IGJL-2 =— I I 2ND FLOOR PLA SCALE : 1/4" = I'-0" �O m 9'-2 1/2' TO.B.5 q'-4" TO.B.B. 5' O" q'-4" B-2 60"X36" F.G. 2 1/2" T.OBB o- l CLOSET O O BY G.G. GUEST BEDRM ry /1U) / �J 5'-0" GL6 / A/G HUNG FROM _4 p .� L ABV FLO LINEOF �U SEE DETAIL I/A5 / GAB GLOS \HET BA'� ION BY / 1I WIDE V PUG F � , N Y G.G. THESE PLANS AND ALE, PROPOSED WORK ARE SUBJECT TO ANY COPPECTIONS REQUIRED PYr;r_" s� "° m 16�iaARY IN OR!)ER TO gOMPLY WITH ALL APPLI"A RLE CODES, TYPICAL INTERIOR PARTITION A2 SCALE: 3/4" = P-O" m-Io° r.o.8.8 IB'aa/2" ro.66. 12'-102 4-62° b'-6�' I'-62 - — -- �— CERAMIC TILE FINISH OVER 1/2" THK DURA-ROCK OVER 1/4" THK RUBBER MEMBRANE HOT MOPPED OVER 5/b" THK COX EXT 6RADE PLYWD NAILED TO TRU%E5 PER NAILING SCHEDULE. G2 DJ -3 G2 �UL_5 G2 TURN MEMBRANE UP WALLS b" MIN TYP AND FLASH STAIR CENTER POLE G2 VTW 05(030 (TYP) ALL EXT WOOD WALLS ® ®_ _®® —_ r � ®® - THE'rIG STUCCO OVER 5/8" THK DEN56LA55 GOLD ARD BRD OVER TYVEK BLDG WRAP OVER Ig/32" THK 0 0 _ I _ 0 0 _ X E PLYWOOD OVER 2xb WOOD STUDS 0 16" O/C. -13 MIN. (Y COO KTOP I I DEL SINK F KITCHEN N� d 13'_52" LIVING RM o b'-0" GL6 Q 2 G_ O O F.G. (UL-3 Cf 2'- �� G2� G2 -6 i N4y FINISHED CEILING - SEE OR OD TYP. WALL SECTION 5 0 24" 0/G 0 CONT. 25 GAUGE METAL TRACKS TOP 4 BOTTOM 25 GAUGE CHANNEL SHAPED STUDS 24" 0/G NJ FULL LENGTH LAYER OF 04 1/2"TYPE 6YP5UM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I" LONG BUGLE HEAD 51,REW5 TO EACH SIDE 0 12" O/G 1— GONG. FLOOR SLAB �12' GANTI BALCONY (UNDER O.H. ABOVE) p " H I IGKET5 AGE TO JEGT A 4" \ 5 PER FB.G.-R 42" H16H RAILING W7PIGKET5 SPACED TO REJECT A 4" „t VIA SPHERE-TYP OVER 8" b WIDE LOW WALL W/6ALV a GAP FLASHING. 17'-10" TO.B.B ALL WINDOWS AND DOORS ON TH15 RESIDENCE SHALL BE IMPACT RE515TANT NOTE: ENGINEERED UNIT MA50NRY USED TO DE516N HALL-5, BEAMS 4 COLUMNS, INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALY515 WA5 USED TO DE516N THE FOOTING INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCULATIONS GEILIN6 AREA RATIO TOTAL NET FREE VENTILATING AREA 1,28q 510. FT 1/150 8.5q W. FT. OR L15E 5P-7" MIN OF 2" WIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT TNRV-OUT CALCULATIONS RI FIRST FLOOR A/C 11r.0 S.F. SECOND FLOOR A/C 8gb.0 S.F. TOTAL GARAGE 339.0 S.F. 15T FUR FRONT PORCH 3&D S.F. 2ND FLR BALC 1 123.0 S.F. 2ND FLR BALC 2 11OD 5.F 2ND FLR BALC 3 26.0 5.F. 3RD FLR BALC 113.0 5.F. TOTAL FOOTAGE 2,484.0 S.F. THE DE515N PROFE5510NAL A55UME5 NO LIABILIT'tI FOR IMPROPER 5LOPE5, GRADES OR MEASUREEMENT5. ALL FIGURE5 TO BE VERIFIED BY A LIGEN5ED GENERAL GONTRAGTOR IN THE FIELD BEFORE GON5TRUGTION. designed I drawn PAR checked 55-FIR date 7111113 scale 1/4"=ILO" N.N.oJ - 0054. BUR Job n o . 12 r Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 A Q %� LL V` U I4 ® FF-- Q �U rye( ULJI J w LLI 1 J��J F— J F— I�1 J Z (J) project IQ L A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM 1ST & 2ND FLOOR PLANS Sheet A-2 of 8 THESE F7LA'N5 CONFORM TO FEZ - 2010 revisions no. date REV I 6/26/13 BLDO DEPRTMT GOMT IB'-10" T.O.B.D. m 3R0 FLR LEVEL \L - L Irr 25 22 23 36"X 36'R.D. 36 X 36' R.O. ❑ 56"X qb"R.O. TE]2.16 DP -5DP -52.16 DP -4b24 +46.Oq +46.Oq o +44.11 n,, F.5.II =-MEL N I I t- 60"X WI RD. 34"X 26"R.O. 6"X 34"R.O. / DP - 50.bq DP - 52.16 DP - 52.16 / + 46.62 + 45.Oq + 4b.Oq 20 3b"X 66"R.O. DP - 4q.gq +45A2 22'-0' MAX BLD6 HT. gL -- �_ FROM FLOOD I� 3 III all III 1T-10" T.O.B.O. III GLG HT. 52"X bb"R.O. DP -51.52 Q + 44.65 25 _ 54"X 36"R.O. DP-52.16 -- - - +46_04 -- ,azrrts s'' IOb"X 1W RO. DP -5222 + 42.00 FRONT ELEVATION SCALE: 1/4" = 111 60"X 1611R.O. DP - 55.12 + 43.15 42"X 26"R.G. DP - 52.16 + 4504 m � D�L F°-c.7.ie, 1:?' 0" MAX BLD6 HT. FROM FLOOD 1T-IO" T.OBB. o'-6" GL6 HT. 170) HIGH RAISED SMOOTH 51UGC0 BAN,) -I_UMIN RAILING VVPIGKETS ,r'AGED TO REJECT A 4" DIA �,HHERE. PER FBG-R 2010 L I: I II T.O.B.B. FLR TRUSSES HT. FROM FLOOD "iz,EP SMOOTH STUCCO BAND �;TURRED STUCCO 71 SMOOTH 5T=O a BASE B.O' N.A.V.0. n� D U" u FLOOD HT RIB ° IRVEY FOR ELEVJ 5MART VENT (200 5.F) 1=71J FLR a 6ARA&E 22'-0" MAX BLD6 HT. FROM FLOOD 6'-10" TO.BB. 5RD FLR LEVEL 17'-10" T.O.B.B. 8'-6' GL6 HT. t � x rl4F% s 15 I6 36"X 1211R.O. 34 X b5 R.O. 2"X 36" R.O. DP -61.65 P -60.05 DP -52.1b +46.6 `p +45.g2 +4b.Oq di --- -----------, - 6"DEEP FLR TRUSSES - _ - - - - 8'-0" GL6 HT. - - FROM FLOOD __ L ImmiA I r- "" FLoc 22 12 511 12" Ru. 24"X 46"R.O. 56"X b0" R.O. DP -61.65 DP -52.16 DP -50." +46.62 45.011 +4b.b2 12 4 LEFT SIDE EL_L-,VATION FAIIPOOR5AND WINDON5SHALL BE: IMPACT \LAR ELE�A� ION SCALE: 1/4" = I'-0" _ -... -_- -- SCALE: 1/4" = 1'-0" ENTO G.G. HALL A55UME RE5PON51BILTYFOR ALL NRY/ROUGH OPENING SIZES AND SHALL VERIFYNOTETPU55COMPANY T,i IL r:OOF PITCHAND � c� a.. 7 GOE5 NOT EXCEED 22'-O AbOIC I':_vuD PRODUCT 5PEG.'e BEFORE GON5TRUGTION. I" HIGH STANDING METAL SEAM ROOFING 10 ------------ no 10IIX 1211R.O. s / DP - 56.55 I b"X o 3 K 36 D. + 44.17 D +4 .14 P+ .IOq I m � I�III q'-4" T.OBB. I- 16' DEEP FLR TRUSSES - - - - - B'-0" GL6 HT. _I FROM FLOOD RI O'-O"6.*ELEV) 0 - - FLOOD HT (SEE RVEY T-- Ll FIN FLR a 5ARA&E o"a Ji 26"1 Dr +M I ! DP -521, +48,C- b"XI6 5.F) (5EE SMARrdLP T: l-1; sSM� q6"X 1211R.O. DP - 54.32 + 45.05 / 11 36"X60"R.O. m =1b"X 12"R.O. DP -50.bq DP -41.46 _w + 46.62 + 43.36 O -GPJaf,.. UN Ui'PORTED 1ST 5TEP. RUN RA15ED 51"IOOTH STUGGO BA5E EEE FOUNDATION PLAN FOR DOWN TO 4" ABOVE GRADE OR 66"X 66"R.O. 5ECTION DE TAIL PAVERS -ALIGN ALL BOTTOMS. Dp - 46.24 + 44.11 O'-0" a FLOOD HT TT. (SEE RVE)- FOR ELEVJ ABV - FIN FLR ® 6ARA6E THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS :4 REQUIRED BY FIELD INSPECTORS THAT ' MAY BE NECESSARY IN ORDER TO 'COMPLY WITM ALL APPLICABLE CODES. ALUMIN RAILING W/PICKETS SPACED TO REJECT A 4" VIA SPHERE. PER FBG-R 2010 _ 2.1 MAX BLD6 HT. FROM FLOOD qv 2" HIGH RAISED SMOOTH STUCCO BAND IB'-10" TO.B.B. 3 FLR LEVEL 17'-10" TO.BB. ' 8'-6" GL6 HT. 10" HIGH RAISED SMOOTH STUCCO BAND 4"/2` RAISED SMOOTH STUCCO BANDIN6 EXTERIOR STUCCO CEILIN65 TYP. -TEXTURRED 511600 TYPICAL ALUMIN RAILING W/PIGKETS SPACED TO REJECT A 4" VIA SPHERE. PER FEZ-R 2010 9'-4" LOBB. v DEEP FLR TRUSSES 6'-0" GL6 HT. FROM FLOOD 16" HIGH RAISED SMOOTH STUCCO BAND ALL AROUND 1< \_-TEXTURRED STUCCO FIELD 4" HIGH RAISED SMOOTH 5MC-0 SILL RI B.O' N.A.V.D. 0'-0" a FLOOD HT FLOOD HT (SEE RVtT FOR ELEV). ABV FiRA/ RAISED SMOOTH 5TUGG0 a BASE FIN FLR a GARAGE A/G BASE HUNG FROM WALL - SEE DETAIL RIGHT SIDE ELEVATION UV4 SCALE: 1/4" = 1'-0" THE OIE5I65N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR ME'A5UREMENT5. ALL FI5-7URE5 TO BE YERIF'ED BY A LICENSED GENERAL CONT IF'AC OR IN THE FIELD BEFORE GON51'RUGTION. designed PR drawn PAR checked 55-PR date 7/II/13 scale 1140=1'-0"N.N.OJ job n o . 12 - 0054. BUR n P Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 (� 0 W _J M�+�1 ® F-- Q z �U 0 ^� Ui - W r �; U w J F- wl J Z Y) project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing ELEVATIONS sheet A-3 of 8 THESE Pi..ANS CONFORM TO FBC - 2010 1/4" DIA. RED HEAD AT I6' O/G MAX. "G" 4-I/2'xl-1/2"M4 6A. NIFXPAN51ON MATERIAL CONIC. OR MASONRY DRYWALL BOARD GAULKIN6 6LA55 BLOCK PERIMETER GAULKIN6 STUCCO FINISH HEAD DETAIL (GLASS BLOCK) DRYWALL BOARD CONIC. OR MA50NRY "C" 4-1/2"xl-1/2"x14 6A. X EXPAN51ON MATERIAL °: GAULKIN6 p 6LA55 BLOCK W/ o LADDER -TYPE REINF. 1/4" PIA. RED NEAP AT 16" O/C MAX. O PERIMETER GAULKIN6 STUCCO FINISH JAMB/SILL DETAIL (GLASS BLOCK) PRE-EN6. WOOD ROOF TRU565 024" 0/0 TYPICAL W/APPROVED 6ALV. TRU55 ANCHORS SEE FRAMING AND BRA( IN6 PLAN R-30 BATT. INSULATION - (SEE ENERGY GALL) dtz, ALL EXTERIOR GEILINb MATERIAL TO BE HY-RIB LATHE AND STUCCO FA51ENERS AT 24" O.G. EITHER 1-5/4" MIN EMBEDMENT ROOFING NAILS WITH 1/8," SHANK AND 3/b" HEADS OR STAPLES WITH 1-5/4" MIN EMBEDMENT LE65 t I/I6' (I6 OMf) EXT. PORCH CLG DET. #1 FRAME WALL STUCCO FIN15H HEAD FLA5HIN6 #6 x 1" LIS. P.H. 5M5 0 I6" O/C t 6" MAX. FROM END5 PERIMETER SEALANT ALUMINUM FRAME W/NAILIN6 FIN GAULKIN6 DRYWALL BOARD HEAD DETAIL (WINDOW) 12 SEE ELEV 5/b" (MIN) 6YMM BOARD APPLIED TO UNDERSIDE OF TRUSSES FIRE STOP - TYPICAL TIE BEAM. REFER TO - FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" 1/2" 6YP5UM BOARD OVER Ix2 P.T. FURRING 0 16' O/C OVER 5/4" THK FOAM BRD INSULATION. R-42 MIN. 5/4" T46 PLYWOOD FLOOR GLUED t NAILED O PRE-ENGINEERED FLOOR TRUSSES 0 5PAGIN6 SUPPLIED BY TRU55 MANUF. I&' DEEP FLOOR TRUSSES SEE TRUSS MANUF PLAN FOR VERIFIC. R-50 INSULATION WHERE NEEDED ' SEE FRAMING PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION 1/2' APPLIED TO UNDER51DE OF TRUSSES-TYP.- (5/b" THK TYPE 'X' GYPSUM BOARD 0 (5ARAISE GL6 MIN) FIRE 5TOP- 1/2" 6YP5UM BOARD OVER Ix2 P.T_ FURRING 0 16" O/G OVER 3/4" THK FOAM BRD INSULATION. R-5.0 MIN. FIN. FLOOR TO BE AT OR ABOVE FLOOD HEIGHT 4' THICK GONG. SLAB W/ bxbxl0 W.W.M. AROUND PERIMETER OF BLD6. ON .b MIL VAPOR BARRIOR OVER GLEAN, WELL COMPACTED TERMITE TREATED GLEAN SAND FILL. NOTE: R702.4.1 GENERAL. CERAMIC, TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH AN51 AIOb.I, A106.4, A106.5, AlObb, AIOWI, AIIb.I, AIIb.5, AI36.1 AND AI37.1. R702.42 CEMENT, FIBER�,EMENT AND 6LA55 MAT 6YP5UM BACKERS, CEMENT, FIBER -CEMENT OR 6LA55 MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM G 1266, G 1325 OR G 1176 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOP ER AREAS AND WALL PANELS IN SHOWER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBERGLASS PREFAB UNITS ARE NOT INSTALLED. Ix3 P.T. BUCK SET IN SEALANT AND NAILED W/1412" CASE HARDENED COIL NAILS AT 12" O/C. MAX. '�S��3TJG!7 DRYWALL BOARD - GAULKIN6 ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'x31/4" TAPCON 5CREW5 0 12" O/C PERIMETER GAULKIN6 5TUGG0 FINISH HEAD DETAIL (WINDOW) ALUMINUM FRAME KINAILIN6 FIN PERIMETER 5EALANT STUCCO FIN15H #6 x 1" L6. P.H. 5M5 0 16" O/G t 6" MAX. FROM E FRAME WALL DRYWALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) In STANDING MTL SEAM ROOFIN6 OVER PEEL t STICK MEMBRANE ROOFING OVER I01/32" EXT GRADE GDX FLYWD. FASTEN MM ROOF PER MANUFAGT. 5PEGIFIGATION5 FOR I70 MPH WIND PER F.B.G. 2010 EDITION (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN 1/4' HEEL ON 2ND FLOOR ROOF TRUSSES TOP OF BOND BM. I, SEE ELEVATIONS R� GONTIN. 5ALV. MTL DRIP OVER 2x6 WOOD FASCIA ON TRUSSES. {' 12" USE VINYL COVERED FASCIA AND VINYL ,I O.A.VENTILATED 5OFFIT. 5/b" 5MC-0 FINISH (2 GOATS) OVER b" GONG. BLOCK W/ (1) #5 BAR VERT. I' IN GONG. FILLED CELL A5 PER PLAN MIN LAP 30 DIAMETERS 2 ND FINISHED PLR ELEV 5EE ELEVATIONS At FRAME FASTEN THRU BUCK W/ 3/16 "x3 114" TAFCON 5CREW9 0 12" O/C PERIMETER GAULKIN6 57UICC0 FINISH GONG. OR MASONRY Ix3 P.T. BUCK 5ET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" O/C. MAX. DRYWALL BOARD GAULKIN6 JAMB DETAIL (WIN DRYWALL BOARD GAULKIN6 ALUMINUM FRAME, SET IN CLEAR 51 1IG 4 FASTEN W/ #B x I" L6. P.H. SM5 a 16" O/C 4 6" MAX. FROM ENDS SILL FLASHING +' PERIMETER SEALANT STUCCO FIN15H FRAME WALL SILL DETAIL (WINDOW) NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6REATER THEN 200 A5 PER FBC R315.1 NOTE: R316.1 INSULATION MATERIALS, INCLUDING FACIN65, 5UGH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF-GEILIN6 ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 64. NOTE: R316.4 F-XP05ED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER SQUARE CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALL5 SHALL COMPLY WITH SECTION R314 - 'CONCRETE BOND BEAM SEE BEAM SCHEDULE FOR SPECS NOTE: R702.3.1 MATERIALS. ALL 6YP5UM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM G 36, G 1q, G 415, C 514, G 650, C q31, G 11b0, G 1002,0 104-1, G 1177, G I76, G 127b, G 1515 OR G 1346 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THI5 SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM G 55-1. 5/b" 5TUGG0 FIN15H (2 COAT5) OVER 5" GONG. BLOCK W/ (1) #5 BAR VERT. IN GONG. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS _ FINI_ FLOOR 0 FLOO VERIFY W SURVEY INFORM. O Q LL STUCCO STOP AS REQUIRED BY LOCAL BLD6 DEPARTMT AND PER F.B.G. 2001/Oq GRADE I PLAN I QA4 BUILDING WALL SECTION A -A SCALE 3/4" = 10" HANDRAIL SOUTHERN Y. PINE #1 ALUMINUM FRAME SECURE FRAME TO 511L WITH SILICONE 0 IXIIII PRECAST OR POURED SILL PERIMETER GAULKIN6 SILL DETAIL (WINDOW) GONG. COLUMN WEATHER STRIPPING BY DOOR MANF. 6ARA6E DOOR L 6ALV. 5TL. VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ 1/4"-20x1/2" CARRIAGE BOLTS 4 LOCK NU75 6ALV. 5TL. TRACK BRACKETS FASTENED TO WOOD JAMB W3/Ib"xl-1/4" LAO 5GREW5 2x6 P.T. ATTACHED TO MAWS ME 0 OF COLUMN WV 1/2" A.B. ArrAc Nr SHALL 0 2'-O" O/G VERT. FRF/Ail aaN slsMirrm (6" MAX. FROM ENDS) W cot_ L INSTRKnos6 JAMB DETAIL (GARAGE DOOR) CER FOF WALL MOUNT HANDRAIL DETAIL #12x3" SCREWS TOP 4 I- #12x3" WD. BTM. TYP. m = SGREW5 TOP 4 d- _ BTM. 0 Ib" 0/0 m (ONLY APPLIES TO m -' CONNECTION TO WD. FRAMIN6. DOES WOOD FRAMING NOT APPLY To STAIRS GONNEGTION TO WOOD 5TAIR5 GGUARDRAIL DETAIL COVER ALL CONDITIONS 14 6A. I" MTL. STRAP. ONE ON EACH STRINGER WITH THE EXCEPTION OF A 5TRIN6ER ON AN OPEN SIDE WHERE THE 5TRINGER ENDS ON THE OVTSIDE EDGE OF A DECK IN ORDER TO CONTINUE A 2x12 FASCIA 4 6A. STL. STRAP SECURED TO SLAB W/ DRIVE FOR THE RAILS. EACH STRAP 15 NAILED TO THE BdD OF THE STRINGER PINS AND NAILED TO BOTTOM OF 5TRIN5ER W/ AND 5EC W TO THE DECK WNAILS OR DRIVE PINS DEPENDING ON Ibd NAILS ON EACH STRINGER. WEEATHER WOOD OR CONCRETE. IN GASES HWERE STRAP CANNOT BE SEEN AFTER DRYWALL 15 HUNG, THE STRAP WILL START FROM THE UNDERSIDE OF THE STRINGER AS 5HOI-N. WHEN STRAP CAN BE --_ SEEN 5TARTIN6 POINT WHEN STRAP CANNOT BE SEEN 5TARTIN(5 POINT TOP RISER SHALL BE SECURED TO DECK DEPENDING ON CONDITIONS: —2x4 P.T. SECURED TO SLAB W/ 3" DRIVE PINS. bd NAILS FROM THE STAIR SECURED TO 2x4 W1) WOOD TRU55 OR LANDING & 5 16d NAILS 5TAOSERED I FIRST RISER TO THE 2x4. NOTE THAT 2x4 P.T. CONC. SLAB W 4 3" DRIVE PIN5 W 50# TAR PAPER BETYM GONG. 4 STAIR. DOES NOT NEED TO WFROM STRINGER TO STRINGER. 5) IN GASES WHERE SLAB 15 TOO THIN TO HOLD DRIVE PIN5 PROPERLY, 1/4" TAPC.ONS WILL BE USED INSTEAD 0 THE TOP RISER AND THE STRAP ATTACHING TO THE SLAB. GSTAIR DETAIL a4 STAIR DETAIL GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK 5ET IN SEALANT AND SECURED W/ 3-1/4" x 1/4" (MIN) flo 0 _ Q °. T 00APGONS AT b" G/G. DOOR TRIM DOOR FRAME FASTEN TO BUCK W (2) #6 SALV. x 2" SCREWS 0 2'-O" O/C DOOR TRIM PERIMETER GAULKIN6 5TUGG0 FINISH HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK t FASTENED TO SILL W/ #b x 11/2" 5GREW5 a 16" O/C PERIMETER GAULKIN6 FLOOR GOVERIN6 ° o Qa °°,� 6, 6.. GONG. FLOOR SLAB PERIMETER GAULKIN6 CONCRETE SLAB SILL DETAIL (DOOR) flHrSE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COPRECTIONS REQU"IREC BY FIELD INSPECTORS THAT MAY I~., NE V E'SSARY IN ORDER TO CI01VI ¢ V411 y ALL ; '=P ICADLE CODFS.. 2x WOOD OR PVC SPACED TO REJECT, I-7/16NI-7/Ib" PICKET SOUTHERN Y. PINE #1 SPACED TO REJECT A 4" SPHERE �? (Fb = 1150 p5U TYPICAL #12x3" AD. SGRE1,115 TOP 4 BTM. TYP. RIM FILL COLUMNS AND LINTEL SOLID W/ GROUT T.O.B.B. #3 VERT 7IE5 ONLY AS READ. SEE LINTEL SCHEDULE z J H16H STRENGTH PRECAST LINTEL W/REINFORGIN6 A5 REOD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYPICAL DE -RAIL LINTEL MATYP A4 OPENING b"xb" FILLED OPENIN65 <= 6-0": CELLS SEE PLAN AND COLUMN n \YI ` "`... PROVIDE 8"X8" MIN. BOND BEAM COURSE 50HEDULE FOR ..... .-: .. -. W/ 1-#5 MID, OR REINF. ••�.. b"Xb" MIN. FORMED ::::.....:::.... MASONRY GONG. SILL VV 2-#5 MASONRY 4_ OPENING MID. WALL i„ zzuzzuzz OPENINGS>b'-O°: PROVIDE b"Xb" MIN. BREAK AWAY 51DE BOND BEAM COURSE OF MA50NRY ....... , . NU 245 MID. OR COLUMN FOR � •i-.. ,. � -==�- � 8"X8' MIN. FORMED CONTINUOUS POUR -.::::::_::::;:,:::::-..='...:::::::. .. _.;_.'W CONIC. SILL W 245 8:T•.'1,� MID. PROVIDE 6" MIN. ;: 1 .........:........ PROVIDE b"xb" PENETRATION EA. : --..------ ............._......._ `�MAX. FILLED CELLS W/ END 4 TIED TO L145 PONEL VERT. REINF. .:1:::::_::::::::.::.::::::::::::::: .._" -- =� '_-,T: - W STDRAGI HOOK ^'-=T. "+ EA. END ® 4'-O" FOUNDATION OR s -. I' ., :1' • <•` • . O/G WHEN OPENING INTERMEDIATE BEAMSi-�GEED54'-O" _ EX,• + WIDE SILL REINS. AT MASONRY OPENINGS (TYPE 5/4' = 1'-0' 1/4 1/4 51 52 2 SPRN 3 GANT'L 1/4 1/2 52 55 L BTM.BAR I b" MIN. SEE E' BAR J OTE (TYP BTM. BAR E' BAR HOOPS OR 5TIRRU115 HOOPS OR STIRRUPS SPACED FROM SPACED FROM SUPPORT FACE AS SUPPORT FACE AS SCHEDULED 50HEDULED 0 BENDING DIAGRAM A4 (FOR CAST IN PLACE CONCRETE BEAMS) r,r, ZYP GUARLiRAII_. (DETAIL - TYP. A4 2xb LANDING W/ 3/4" GDX PLYI,V. GLUED t NAILED. MEMBERS ARE 16" O/G MAX. LANDING SECURED TO BLK. WALL W/ 5" DRIVE PINS 0- 12" 0/G 2x4 P.T. SECURED TO ELK. WALL W/ 3" DRIVE PINS 0 12" 0/6 DIRECTLY UNDER LANDING. eSTAIR DETAIL A4 O GNR) WALL 2x12 5TRIN&ER5 TYP CONCRETE LINTEL SEE BEAM SCHEDULE BREAK AWAY SIDE OF MA50NRYCOLUMNFOR ,,,.: ` ' • - .' J•. CONTINUOUS POUR _' SEE BEAM SCHEDULE ............... :=.: FOR REINFORCEMENT a : . ....::::... FILL COLUMNS SOLID b"xb" FILLED CELLS W/ PEA 6RAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYP TYPICAL CHANGE IN Aa BOND BEAM HEIGHT t' 45"x16" BOND t' BEAM (PER �.,: - : 5CHEDULE) b"xb' PRECAST LINTEL. FILL COLUMNS vi AND LINTEL SOLID W/ 6ROUT b"x&" FILLED -- CELLS W/1#5 VERT. (TYP) YP TYPICAL DETAIL A4 LINTEL ON COLUMN SEE BEAM AND COLUMN SEE PLAN SCHEDULES FOR REINFORCING -5/25 TYPICAL. ........,....... .•iiiiiiiiii+•iiii:•i' • ALCOA TRADITIONAL "F" CHANNEL W/ 5/b" CASEHARD "5TUB" OR "T" NAIL5 0 10" O.G. IN CONIC. BLOCK. OR WITH bd NAILS 0 10" O.G. IN WOOD -- NAILS 0.12 DIA. SHANK 3/6" DIA HEAD 1-1/2" LONG 0 6" D.G. "ALCOA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 CONCEETHERESPALED NERSORATOFTH ATTACHMENTS A4 SOFFIT ATTACHMENT DETAIL ARE THE RESPONSIBILITY OF THE oP71oNAL CONTRACTOR OF RECORD 1/4" THK x6"x12" STL PLATE WELDED TO TOP LEFT AND TOP RIGHT 51DE5 OF STL ANGLE BOX. SECURE W/(2)5/6" DIA) W.A. 0 b" O.G. INTO EACH PLATE. 4" MIN EMBED TYP. ------ THRU-OUT Q __ = I/4" THK x2"x2" 5TL ANGLE WELDED INTO BOX SHAPE __ __ _= I ADD DIAGONALS - EACH SIDE - __ == _ = PAINT ALL 9JRFAGE-5 FOR RUST PREVENTION - LANDING SECURED TO A 4x4 POST W/ ONE (1") 14 6AU5E 5TL. STRAP W/ bd NAILS. FILLED Q J IT: J 1/4" THK 5TL CENTER RIB 1/4" T14K STL BASE BOLTED TO WALL 4x4 P05T SECURED To SLAB (516" PIA) A.A. 12" O.G. (3 MIN) Sim OF 5TL. POST ANCHOR SHOT W/ BASE TO BE DETERMINED BY 6.G. DRIVE PIN5 TO SLAB AND NAILED TO POST. FILL ALL HOLES A5 A/C SUPPORT DETAIL THE DE5IGIN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEA50REMENT5. ALL FICURE5 TO BE VERIFIED E;Y A LIGEN5EID GENERAL GONTRAGTOR IN THE FIELD BEFORE GON5TRUG'1'ION. revisions no. designed PR drawn PAR checked 55-PR date, 7/11/13 sca e 1/4' = P-O" (UNO) job n o . 12 - 005q. BUR n Shawn M. Stambaugh, PE FL.. LIC. 61850 — C.A. 26210 W W A O W J ILL 9 0 I— Q _) �O U fn LIJU W M O W F— I J Z C0 project LA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering e Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM sheet: A-4 of 8 THESE PLANS CONFORM TO F56 - 2010 revisions no. date F- - - - - - _ - -4 HB I \ / \/ I / \ USEIPT. 2'XI2 J015T GE OF _ �! OPENI�IGS/FOR EDGE O BALCONY \ 10-1/21 0N. PLUS Pr. 2XI2 BANDING \\ BALD Fl SMOOTH STUCCO FIN15H OVER TO PB. \y 2XI2 01 6ALMTL LATHE OVER PT 2 BANDINN G AT EDGE5 ED TO SEGURR FLOOR JOISTS - TYP. USE PT. 2XI2 J015T AT EDGE OF A 1 OPENIN575 FOR EDGE OF BALCONY TYP. 10-1/2' O.H. PLUS PT. 2X12 BANDING I 2X6 INSULATED(R-13 MIN) WOOD EXTERIOR NON 5EARIN6 FRAME WALL BELOW LINTEL. - ATTACH PT TOP PLATE TO LINTEL IA/ 1/4" TAPCONS 0 6" O.C. W11-3/411 MIN EMBED. WIN WA5HER5 A6 0 NOWNISEEMEMEN 11 GI i FLOOR FRAMING PLAN �1 16" TOP THIS DP T. WS111 1 A6 OF POINT AL STAIR IE! A551 ME LOAD OF 1000 LBS. CONTACT E.O.R. IF EXCEEDED BEFORE INSTALLTION. ? LEDGER FOR FLOOR JOIST -�,BALC FLOOR SYSTEM: PT. 2X12 • 12' O.O. TYP SMOOTH STUCCO FINISH OVER P.B. -GALV MTL LATHE OVER 2XI2 \ PTBANDIN6 AT EDGES SECURRED ]TO FLOOR J015TS - TYP, USE JOIST AT EDGE OF CANT BALL TYR 10-1/2, O.H. PLU5 PT. 2X12 BANDING [HESE PLANS AND ALL PROPOSED IiYUHK ARE SLIDJECT TO ANY CURRECT'IQNS BEQUIRW JY pP—ILC7EJN3l"2CyjYC�fl8`fHA1' v''`�Tid i"��E l§i�♦rBw�n��.p9i'lY i78 rd87YIF,5i �k,Y �J CCfl RY WITH ALL APPUC€ dLE CODE, CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OFRECORD 17'-10" TO.9B IN5ULATED 2X6 WOOD 161-4-112" T:O.BB.W EXTERIOR BEARING WALL - TYR 3RD FUR BALL FLOOR SYSTEM: 2XI e SOUTHERN YELLOW PINE aO. .� AB A6 �-^ 2X12 LEDGER FOR FLOOR J015T ,- -111111111111111��1�!,_-- —�1j I � _ �[711111�- _ — /� ' i� •, �. LL71111111111111111111111111 ; � 111111111111111111111116� • = \ ■� � � �� •��I�E—_I -- -1s�11111111111111�■��=10 _�: � �WIN � .• � _ =�IIIIIIIII:IHH _ • - -�� _ �I _ I�'��I ,fir - L O - -. I-' '. •I- IPA ._•III,`` . AF I a �IIII VAO © i �1—= ='_=1 ,: ©� II 11111'lllllllll '� ROOF FRAMING PLAN LWIA 0 EA6) ANTIIL uALGONY BELOW FLOOR SYSTEM: 4 YELLOW PINE 0 W IMLON q ON 41NST!�1 ALIGH THE DE'516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LIGEN5ED GENERAL GONTRAOTOR IN THE FIELD BEFORE GON5TRUGTION. designed PR drawn PAR checked 55-PR date 7A1/13 Scale 1/4•=1=0•N.N.OJ job n o . 12 - 00511. BUR h Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W A H ry O W J L1. ® 1— '« Q U)U O W Uj W U W 1— I J Z (n project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing 1ST & 2ND FLOOR FRAMING PLANS sheet A-5 of 8 RE�5E KAN5 CONFORM TO FSG - 2010 revisions no. date lcO2" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE ENS. AND APPROVED HOOD TRUSSES SEE TYP. HALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR SHORN ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS _ SEE PLAN T.O. WALL 1 OR BOND BEAM eAs CONNECTION DETAIL BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN H/ 1/2" d HEDGE ANCHORS a 24" O/C VERT. It b" MAX. FROM ENDS EXTERIOR WALL SHEATHING SEE SHEARWALL SCHEDULE FOR NAILING Rffa)/REMENT5. HOLD SHEATHING AWAY FROM MASONRY WALL 114" MIN. BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN H/ 1/2" 4P HEDGE ANCHORS a 24" 0/6 VERT. d b" MAX. FROM ENDS EXTERIOR HALL SHEATHING SEE 5HEARW6,LL SCHEDULE FOR NAILING REQUIREMENTS. FASTEN TO END STUD WU Ibd NAILS AT 12" O/G VERT. E b" (MAX) FROM ENDS II2 NOTE: USE 3"x3"x1/4" STL. HA5HER5, TYR, EA. ANCHOR A6 CONNECTION DETAIL SIMPSON H4 HURRICANE CLIP EA. LOOKOUT TO 6E TR155 WQ/ (4) ad NAILS EA. MEMBER (3)1612 TYR. 2x4 SP — BLOCKING a 16" O/c, (2) IOd TYP. EA. TRUSS REINFORCE VERTICAL MEMBERS • OF (SABLE END TRU55 W/2x4 7--BRACE AT EA. VERT. • • NAIL w/I6d NA115 a 5" O/G PLANAl 1=0AIP VIFW as CONNECTION DETAIL Iq/32" ROOF FL.YHOOD. NAIL PER DIAPHRAOM SCHEDULE PRE-ENG. HOOD TF1U5515 SEE TYP. HALL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS USP RTI&A or RT16-2 CLIP W/ K Od x 1-1/2" NAILS TO TRUSS 4 (a) Od NAILS TO PLATE ELEV. STRAP DBL. TOP PLATE TO STUDS W/ LISP "5PTH4,b OR b" 2x STUDS U-5TRAP OVER TOP PLATE AND a 16" O/C DOHN EA. 51DE W/ (6) IOd NAILS (SEE PLAN (TYPICAL) SOLID BLOGKIN6 a 4'-O" O/G VERT. MAX. MAX. UPLIFT = 1350# PI MAX. = 600# F2 MAX. = 645# eA6 CONNECTION DETAIL 2x ELK'S FASTENED TO RAFTERS W (5) Ibd TOENAILS ! TO TOP PLATE H/ I6d TOENAILS a b' O/G Iq/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM 5GHEDULE 2x12 FLOOR JOISTS a 12" 0/0 U5P H&A10 ANGLE NV(4) 4"X1 /2" M. SCREWS INTO RAFTER # TOP PLATE ELEV. STRAP DBL. TOP PLATE TO STUDS W1/ LISP "5PTH6 U-STRAP 2x6 STUDS OVER TOP PLATE AND DOWN EA. a lb,, 0/0 SIDE H/ (b) IOd NAILS (TYPICAL) (SEE PLAN SOLID BLOCKING a 4L0" 0/6 VERT. MAX. MAX. UPLIFT = 12650 FI MAX = 835# F2 MAX. = 1320# 6 A6 CONNECTION DETAIL PER SCHEDULE - PROVIDE M015TLIRE BARRIER BETWEEN SHEATHING AND BEAM (2) 2x4 P.T. BLOCKIN6 BETWEEN TRUSSES GONTIN 2xb PT $ ANCHORED TO TOP OF LEDGER WITH PLATE FASTENED Ibd NAILS a b" O/G TO BOND BEAM H/(1/4"X3 3/4") U5P "HTA20" EMBED STRAP at 4'-O" o1c iAPGONS a 12" r a/ 00) IOd x 1-112" L6. O.G. 5TA66EREDNAIL SHEATHING TO JOISTS \ — 2xb PT PER DIAPHRAGM SCHEDULE. M015TURE BARRIER A6Al T CONG BEAM - TYP. m FLOOR JOISTS T TRU55 `1.15P 5025 L/R H/(5)IOd x 1-1/2" NAILS TO J015T 4 (4)1/4" x24" TITEN SEC ION MASONRY 5GREH5 TO BOND BM. 7 A6 CONNECTION DETAIL FASTEN TO MASONRY W/Y4" x 2 F4" 1-6. TITEN5 S TO CONCRETE N/Y4" x 2-4" L6. TITEN5 5IMP50N FASTENERS ALLOWABLE LOADS (LB5) MODEL NO. MA50NRY HEADER I J015T UPLIFT (13336) MASONRY 000%) HU210 45-7ITEN5 4-I0dxl-#" 575 2400 HJ26-2 14-TITEN5 6-10d 10M 4550 W210-2 lb-TITENS 10-10d 1610 5055 HU410 15-TITEN5 10-IOd 1610 5065 HU210-3 14-TITEN5 6-10d 1 11351 3800 CONTIN 2xb PT PLATE FASTENED TO BOND BEAM N/(1/4"X3 3/4"9 TAPGONS a 12" O.G. 5TA56ERED (1) ROW OF IOd NAILS at b" o% INTO 2xb PT CONTIN RIBBON SECURRED W/(2) ROH5 OF 0.145" DIA. P.A.F.5 at b" o% (I-I/2' EMBED), 5TA66ERED U5P "HTA 20" EMBED STRAP at 4'-0" o/c Hl (10) IOd x 1-1/2" L6. INTO 2xbxb'-O" LONG 5P FLAT BLOCKING INSTALL IOd x I-I/2" at all all b" o% INTO 2x6 FLAT BLOCKING C PLATE + ` FLOOR J01575 C.NC BBLEEAM PER BEAM ELEV. SECTION PROVIDE MOISTURE BARRIER BETWEEN SHEATHING AND BEAM TYP. A6 CONNECTION DETAIL FLOOR 5HEATHIN6 NAIL PER. SCHEDULE 2x4 BLOCK A5 SHOWN z 2x 5TU05 a 16 1, O/G Z (2) ROHS OF Ibd NAIL5 a 12" 0/0 LL L9 ROOF 5HEATHIN6 2x4 BLOCK A5 5HOWN i NAIL PER. SCHEDULE �- STRAP STUDS TO GIRDER EA SIDE. H4,15P M5TA24 FLAT STRAP WKIOd NAILS EA MEMBER GONT, 2X6 RIBBON NAIL TO TOP CHORD WU2 ROH5 OF Ibd NAILS a 12 " O/G SELECT ROUSER BASED ON REg11RED SIZE < TRI)55 MFR. LOADS. NOTIFY ENSR IF LOADS EXCEED CAPACITIES 5HOHN. A6 CONNECTION DETAIL 5/b" ROOF SHEATHING W/ IOd NAILS a PRE-EN6. hD. TRUSSES 4" O/C INTO BLOCKING AND LOOKOUT BLOCK PER PLAN 6 CONT. FASCIA BOARD (SEE HALL SECTION GOUT 2X6 RIBBON NAIL TO LOOKOUT H/ (3) Ibd a b" O/G NAIL EA. STUD. W (3) 1d NAILS 2x4 LOOKOUT FOR O.H. a 16" O/G GIRDER TRL65 2x4 BLOCKING ANCHORED TO LOOKOUT W/ SEE FRAMING PLAN (2) IOd TOENAILS E.E. FLOOR J015T5SEE FRAMING PLAN 2x4 DIAGONAL BRACE RESTRAINT LOCATION 10 CONNECTION DETAIL - �— AS 5HONN ON PLAN A6 ---------- — WALL SHEATHING NAIL PER SCHEDULE CONC. TIE -BEAM OR DOUBLE MA50NRY BOND BEAM REQUIRED GABLE END FASTEN TO SLEEPER H Ibd NAILS PER 56FEDULE - PROVIDE MOISTURE BARRIER BETWEEN e b" O/c. TYPICAL SHEATHING AND BEAM 2XI2 PT LEDGER FASTENED TO BLOCK CONT. 2X4 SLEEPER FASTEN TO BEAM W/ CONTIN 2xb PT W/ 5/6" N.A. a 16" O.G. H/4" MIN EMBED HILTI XDNI 2-5/b" L6. a 6" 0/6 PLATE FASTENED TO BOND BEAM U5P HTA12 EMBEDDED STRAP H/ (a) IOd X 1,U(1/4"X3 3/4") LISP "HTA2O" EMBED STRAP at 4'-0" o% 1-1/2" NAIL5 a EA. TRU55 VERT. NEB (24" O/G) TAPGONS a 12" w/ 00) IOd x 1-112" L6. GOUT. GONG. OR MASONRY TIE BEAM SEE TIE O.G. 5TA66ERED 2xb PT PER DIAPHRAGM SCHEDULE. BEAM SCHEDULE[ /L 2x4 LATERAL BRACING LOCATION AS 5HOHN ON PLAN CONG BEAM - TYP. STRAP TOP PLATE TO STUDS W/ LISP SPTH 4, 6 OR b `U" STRAP FLOOR J015T5 OVER TOP PLATE AND UP EACH 65 51DE W (6 ) IOd NAILS TYPICAL s Tn 'US 5 STRAP TO FASTENN 70 STUDS AND HEADER USP JL210 HANGER NV(b)IOd x 1-1/2" W(6) 10d NAILS EA. MEMBER ('TYP) NAILS TO JOIST E (14)I0d x 1-1/2" SEC ION NAILS TO LEDGER PROVIDE SOL. KING S JACK 51UD EA. 51DE OF OPENINGS 4'-0" AND 11 LE55 # DBL5 EA. 51DE OF OPENINC75> 4'-0" NAILED TOGETHER A6 CONNECTION DETAIL WV I6d NAIL a b" O/c,STAGG. 2x4 STUDS a 1611 0/6 (SEE PLAN HEADER - SEE FRAMING PLAN 2x BLOCKING a 4'-0" 0/G MAX. \ 2x STUDS a 16"0/0 MAX. ROOF SHEATHING NAIL PER SCHEDULE STRAP 51LL TO 5TUDS W U5P 5PTH 4,6 OR b 'V" 5TRAP GABLE END BLOCKING OVER SILL AND DOWN EACH SEE PLAN - 510EW/(6 ) IOd NAIL5 TYPICAL 2x4 DIAGONAL BRAGE STRAP STUDS TO GIRDER RESTRAINT LOCATION AS WNSP M57A24 SHOWN ON PLAN W(q) IOd NAILS EACH MEMBER (1525# EA) FASTEN BTM. PLATE TO GT TOP 0) 160 TYP CHORD H/ (2) RONS OF Ibd NAILS TOE NAILS a 12 O/C GOUT. 2x6 RIBBON REQ'D FOR 2 PLY TRUSSES ONLY H/ Ibd NAILS (2l IOD TYP.I AT 12" O/C, EA. TRL53 1 eCONNECTION DETAIL 2x4 LATERAL BRACING LOCATION A5 SHOWN ON PLAN RO CONNECTION DETAIL FASTEN TO MA50NRY H/Y4" x 2-5/4" L6. TITEN5 d TO CONCRETE VUY4" x 2-J" LIS. TITEN5 5IMPSON FASTENERS ALLOWABLE LOADS (LBS) MODEL NO. MASONRY HEADER J015T UPLIFT (133%) MASONRY (100%) HUG26 6-7ITEN5 -I0dxl-1/2" 575 2400 HZ26-2 12-TITEN5 6-I0d 1065 3g50 HUG26-2 14-TITEN5 6-I0d 1065 4350 HUG2/0-3 16-TITEN5 10-I0d 1&0 50M HJG4/0 lb-TITENO I 10-10d WO 50M SELECT HANGER BASED ON REWIRED SIZE d TRI155 MFR LOADS. NOTIFY EN6R IF LOADS EXCEED CAPACITIES SHOW A6 CONNECTION DETAIL FASTEN TO MA50NRY YN/ 3/5"x 4" LG. TITENS 4 TO CONGRETE/MA5ONRY 4 TO JO15TBEAM WU 1/4"x2-1/2" 5D5 HOOD 5GREW5 51MP50N FASTENERS ALLOWABLE LOADS (LBO) MODEL NO. MASONRY HEADER .0157 UPLIFT (133%) MASONRY (10036) L&UM26-2 6-7ITEN5 6 - 5D5 2435 6250 LOUM210-2 6-TITEN5 5 - 5125 3575 41575 L&M2b-3 6-71TEN5 b - 5D5 2435 g2gO L&M210-3 b-TITEN5 5 - 505 3575 g715 1OUM210-4 b-TITEN5 8 - SDS 3575 11660 LOUM410 b-TITEN5 5 - 5D5 3575 gb20 13 SELECT HANGER BASED ON REWIRED 512E 1 TRU55 M. LOADS. NOTIFY ENOR. IF LOADS EXCEED GAPACITIE5 5HOHN. ENOV $ APPR. 61RDER TR165E5 MEET 1. OTHER a 110 DEB. ANGLE OVER COL. LOCATION. (5EE FRAMING PLAN) END VERTICAL BLOCK BY TRU55 MFR. 114" STEEL SEAT - 1/4" (4) 5/5" DIA.- THRU-BOLTS (2) r1 EA. 61RDER END 1 2x4 OVERFRAMIN5 a 16" O/G PERP. TO J015T AND ATTACHED WITH LISP RT16A CLIP W/ (q) IOdxl-1/2" NAILS TO 2x4 d (5) I0dxl-1/2" NAILS TO J015T FLOOR SHEATHING NAIL PER SCHEDULE 1 IOd a 4" 0/0 li , 1/40 1 STRAP BOTTOM PLATE TO STUDS W/ I J " 2 ° U5P" 5PTH b 'U" STRAP UNDER BOTTOM VERIFY VU i TUBE STEEL PLATE AND UP EACH 51DE H/ b-IOd TRUSS MFG qCOLUMN (SEE NAILS TYPICAL 19 PRIOR TO FABR. PLAN) ri -9 A6 CONNECTION DETAIL A6 CONNECTION DETAIL �— FLOOR SHEATHING NAIL FER. SCHEDULE (U "U5P M5TA24" STRAP. BLOCK PER FRAMING PLAN FASTEN 6T TO EA. STUD IV 2x a Ib" O/G (SEE PLAN) 2x6 STUDS a I6" O/G (1-I0d) NAILS EA. 51DE (2) ROY15 OF Ibd NAILS STRAP BTM. PLATE T a 12" O/G (2) ROW5 OF I6d NAILS STUDS W/ U5P "SPTH4,6 OR b" a 12" O/G U-5TRAP UNDER BTM. PLATE STRAP STUDS TO BIRDER AND UP EACH 51DE H/ WNSP MSTA24 (6) IOd NAILS (TYPICAL) 2x4 BLOCKING - FASTEN W(q) IOd NA/1-5 TO EACH VERT WEB W/ EACH MEMBER (1305# EA) FLOOR DIAPHRAGM 3-I6d NAILS CONT. 2X6 RIBBON NAIL TO EA. VERTICAL WEB W/(4) I6d NAILS `-WD FLOOR SHEATHING .�15T P PLAN NAIL PER. SCHEDULE BLOCK PER FRAMING PLAN LISP JL26 HA R N (b)IOd NAILS TO VARIES - BIRDER E (4)IOd X 1-1/2" SEE PLAN WOOD FLOOR TRUSSES NAILS TO J015T a 24" 0/G BIRDER TRUSS NVMIN 2X6 BOY 20 CHORD SEE FRAMING PLAN A6 CONNECTION DETAIL A6 CONNECTION DETAIL GONG. TIE -BEAM OR DOUBLE MASONRY PRE-ENG.NO. TRU55E5 BOND BEAM REQUIRED PER SCHEDULE BLOCK PER PLAN - (Z) 2x4 P.T. BLOCKING BETWEEN TRUSSES EXTEND WALL 5HEATHIN6 t ANCHORED TO TOP OF LEDGER WITH TO TOP CHORD WI I6d NAILS a b" 0/6 TRUSS - USP "HTA20" EMBED STRAP at 4'-O" o1c SE w/ (10,1 IOd x 1-112" LIS. NAIL DER FRAMMINGING PLAN NAIL SHEATHING TO TRU55 AND BLOCKING PRE -ENS. FLOOR TR 65E5 PER DIAPHRAGM SCHEDULE SEE FRAMING PLAN HOLD SHEATHING 1/4"BAGKOFF MA50NRY 16` CONNECTION DETAIL LFA `- (2)2xi2 P.T. CONTINUOUS ATTACH TO MA50NRY W/ SECTION 3144DIA. wEDOEANCHORS ELEV. a 12" O/C MAX. TIP. q14 W/ 5° MIN. EMBED. As CONNECTION DETAIL 0) ROW OF IOd NAILS at 6" o% INTO xb PT LEDGER x GONT. w/(2) ROWS OF 0.145" DIA. PA.Fs at 16" o/c (1-112" EMBED), 5TA66. U5P "HTA 20" EMBED STRAP at 4'-O" O/c Will (10) Od x 1-1/2" LIS. INTO 2xbxb'-O" LONG 5P FLAT BLOCKING INSTALL IOd x 1-112" INTO 2xb FLAT BLK'G + •1• f STRAP BIM PLATE 8 DEL. TOP PLATE TO STUDS VI/USP "5PTH4 U-STRAP OVER PLATE AND DOWN EA. 51DE H/ (6) IOd NAILS FLOOR TRU55E5 (TYPICAL) GONG. TIE -BEAM OR DOUBLE MASONRY BOND BEAM REQUIRED PER 5GHEDULt` STRAP EVERY OTHER STUD TO SECTION ELEV. TOP CHORD W/ U5P LTH12 TW15T STRAP N/ (6) IOdxl-1/2" NAILS 15 50LDM KING a 4'-0" o/c CONNECTION DETAIL A6 WALL SHEATHING NAIL PER SCHEDULE VERIFY N/ TRU55 5�I 2x4 BTM PLATE FASTENED TO EA. //MF6. PRIOR TO JOIST W/ 3-I6d NAILS ABR. ko.PRE-ENO "4" 2" WD.RDER I6 2xb BLOCKING - FASTEN TO EACH VERT BLOCK VERT. WEB W/ 4-I6d NAILS HOOD FLOOR JOISTS a 24" 0/0 BY TRUSS MFR. U5P HU526 SKEHED HANGER H/ (6) I6d NAILS TO JOIST S (14) I6d NAILS TO GIRDER PRE -ENO WD.6IRDER TRU55 W/ 2Xb MIN. BTM CHORD (2) 516" VIA. THRU-BOLTS EACH BIRDER e \ �I I/4" 1/4" TH. WELDFI7 STEF_L SEAT. TUBE STEEL COLUMN SEE 5GHEDULE SECTION SIDE VIEW 17 A6 CONNECTION DETAIL SOLID BLOCKING a 4'-O" O/C VERT. MAX. HALL SHEATHING NAIL PER SCHEDULE 2xb STUDS a 16" O/G (3) I6d NAILS TO EA. J0157 Od a 4" 0/6 CONT. 2x12 PT BANDING ANCHOR TO EA. J015T V1/ b-Ibd NAILS STRAP BOTTOM PLATE TO BLOCKING a 24" O/G N/ USP LSTA15 STRAP H/ b-IOd NAILS TYPICAL 2XI2 BLOCKING FASTEN TO JOIST EE W/ 4-I6d TOENAILS INC. FLOOR JOIST PER PLAN CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR Of RECORD FLOOR SHEATHING NAIL PER SCHEDULE BLOCK PER FRAMING PLAN 2x6 5TUD5 a 16" O/G (2) RON5 OF Ibd NAILS SEE PLAN 0 0 a 12" O/C STRAP 57VD5 TO GIRDER o 0 WNSP M57A24 W(q) IOd NAILS EACH MEMBER (1305# EA) 23 CONNECTION DETAIL A6 GONT.2X6 RIBBON NAIL TO EA. VERTICAL WEB W/(4) I6d NAILS FLOOR 5HEATHIN6 NAIL PER. SCHEDULE BLOCK PER FRAMING PLAN VARIES - � SEE PLAN / L NOOD FLOOR J0157 BLOCK PER PLAN EXTEND WALL SHEATHING TO TOP CHORD GIRDER TRU55 SEE FRAMING PLAN PRE -ENS. FLOOR TRU55E5 SEE FRAMING PLAN A6 CONNECTION DETAIL 0,410 5EE PLAN a o 22 `` As CONNECTION DETAIL 50LID BLOCKING a 4'-0" O/C VERT. MAX. STRAP BOTTOM PLATE TO STUDS H/ I "U5P" 5PTH 6 'U" STRAP UNDER BOTTOM PLATE AND UP EACH SIDE N/ 6-I0d NAILS TYPICAL 2xb STUDS a lb" O/G (3) I6d NAILS TO EA. JOIST IOd a 4" 0/6 CONT. 2x12 PT BANDING ANCHOR TO EA. J015T WV b-Ibd NAILS 2XI2 BLOCKING FASTEN TO JOIST EE W/ 4-I6d TOENAILS AND TO MASONRY H/ U5P HISAMIO CLIP W/ (4) 1/4"xl-1/2" H515 SCREWS TO BLOCK 6 (4) IMNI-3/4" TAPCONS TO MASONRY CAN71LEVEREDWD. FLOOR J015T W/ EMBEDDED STRAP PER PLAN GONG. TIE -BEAM OR BOND BEAM, SEE 5GHED CONT. 2x12 PT BANDING ANCHOR TO EA. J015T W/ b-I6d NAILS .2XI2 BLOCKING FASTEN TO J015T EE WU 4-Ibd TOENAILS AND TO MASONRY WU U5P HGAMIO CLIP WU (4) 1/4"xl-1/2" H515 SGREH5 TO BLOCK b (4) 1/4"xl-3/4" TAPGONS TO MA50WY CANTILEVERED kV. FLOOR JOIST W/EMBEDDED STRAP PER PLAN CONC. TIE -BEAM OR BOND BEAM, SEE SGHED. INTERIOR PLYWOOD 5HEATHIN(S SEE SHEARWALL SCHEDULE 1� V 2x NOOD STUDS a 160 O/C (TIP) JII � 2x SILL PLATE (BEYOND) ELM EXT. PLYWOOD SHEATHING SEE 5HEARWALL SCHEDULE 2x NOOD STUDS a I6" O/C 2x SILL PLATE (BEYOND) PLAN CORNER DETAIL 4-I62d NAILS e EACH LAP SPLICE 2x a I6" O/C Ir .. TOP PLATE LAP DETAIL !20CM or LOD 24 FRAMING DETAILS A6 ISOMETRIC designed PR drawn PAR Checked 55-PR date 7/II/13 S G a l e 1/4" = 1'-O" (U.N.0) Job no. 12 - 005q. BUR H Shawn M. Stambaugh, PE 'FL. LIC. 61850 - C.A. 26210 rW V z W uAu VL W J ILL 9 oF_ JO - U W cn _U w_ _I ®wH .J Z c proJect QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 TOP VIEW Cost Segregation DOUBLE 2x TOP PLATE THE DE516N PROFE55IONA.. A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FI6URE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing FRAMING DETAILS 'sheet A6, of 8 THESE PLANS CONFORM TO FE C, - 2010 revisions no. date BRACING NOTES: I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRAC/N6 REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5 PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACIN6 AND WEB LATERAL BRACING REOVIREMEN75. TEMPORARY BRACING 15 THE REBPON51BILITY OF THE TRUSS INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: BC51 I-(z). 2. PERMANENT NEB LATERAL BRACIN615 TO BE INSTALLED AS SHOWN ON THE INDIVIDUAL TRUSS DRANIN65 (WEB LATERAL BRAGIN6 15 NOT SHOWN ON THI5 -HEFT). PERMANENT WEB LATERAL BRACIN615 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY 60LIP ANCHORAGE TO END WALLS, OR BY PERMANENT DIAGONAL BRACING MOT SHOWN) IN THE PLANE OF THE N✓EB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS WEB BRACE. (REF: BC51 1-03). 3. PERMANENT OIA60NAL BRACING AS 5H0hW ON THIS SHEET DOES NOT INCLUDE BRACING REQUIRED FOR GABLE END SnV5 OR BOTTOM CHORD OF &ABLE 00 AT WALL. REFER TO 57AWARO GABLE END DETAIL FOR BRACING REOUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A RI610 CEILING SYSTEM. REFER TO INDIVIDUAL TRUSS ORANIN05 FOR BRAGIN6 REQUIREMENT5 OF NON -SHEATHED TOP CHORDS AND UN5UPPORTED BOTTOM CHORDS. S. REFER TO TPI /WTA SC31 1-03. COMMENTARY AND RECOMMEW7ATIONS FOR HANDLING, IN57AL-ATION AND BRACING METAL PLATE CONNECTED WOOD TRU55E54, APPENDIX C, FOR RECOMMENDED 56AV4CE OF IN57ALLIN& BRACING COMPONENTS. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRL155 DE516N5 TO WITHSTAND GRAVITY AND WIND LOADINC75 A5 WELL A5 61RDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRUSS DrSIGNER. ANGEI0RA6E OF THE TRUSSES AND &IRDER5 TO THE WFIFORTIN6 5TRUCTURE TO 4TH57AND WIND UPLIFT15 THE RESPONSIBILITY OF THE PROX67EN&INEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF SYSTEM 15 DE51ONM FOR BOTH P05171VE B NE6ATIVE PRE59AE AND MEETS THE REOUIREMENT5 OF 2010 FBC. BRACING LEGEND: PERMANENT 2x4 DIAC70NAL BRACE RESTRAINT IN THE xPLANE OF THE NEAREST NEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP 8 BTM. CHORDS WITH 3-I6d TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION. (REF: B051 1-03). HORIZONTAL BRID61NG WITH A MINIMUM 2xb 5TRON65AGK AT 6'-0" O/C. FASTEN TO EACH TRU55 WITH 3-I0d NAILS AND ATTACH TO NALL5 OR OTHER R1610 POINT AT EACH END (REF: 5G51 1-03). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOOR ONLY). PERMANENT 2x4xGONT. LATERAL BRAGIN6 IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT b'-O" 0/G. FASTEN WITH 2-10d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRU55E5 (ROOF ONLY). ZONES I R 2 (5EE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SCHEDULFJ a: EDGE STRIP DEFINED A5 THE LESSER OF 1036 OF LEAST HORIZONTAL DIMEN5ION OF BUILDING OR S THAN 4% OF EAST HORIZONTAL DIMENSION OF BULDIN5 AND AT LEAST 3 FT. --------- -- I----------- I OI NOTE: SEE DIAPHRAGM U SCHEDULE FOR ROOF / ZONE NAILING 1--- REQUIREMENT5. ROOF ZONE DIAGRAM BRACING DETAILS: COMPRESSION WEB 45° 5LOPIN57 OR VERTICAL CONTINUOUS PERMANENT LATERAL. BRACING (CID) PERMANENT DIAGONAL BRACE NAILED TO OPP. SIDE OF WEB PREVENTS LATERAL MOVEMENT AND SFbULO BE REPEATED AT APPROX 20 FOOT INTERVALS FIGURE 3b: PERMANENT DIAGONAL 5RAGIN6 IN THE PLANE OF THE W® MEN®ER5 PERMANENT CRO55 BRACING FIGURE 31 PERMANENT BRACING IN T1 E PLANE OF THE WEB5 FOR PITCHED TRUSSES —HORIZONTAL BRI061N& WITH A MINIMUM 2xb 5TRON&BAGK CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND ATTACHED TO NALL5 OR OTHER R160 POINT AT EACH END (REF: B051 1-03). PROVIDE OVERLAP OF AT LEAST (3)TRUSSES (FLOORS ONLY). SEE PLAN PI&RE 38: PERMANENT BRACING IN THE PLANE OF THE PEB5 FOR PARALLEL CHORD TRL63ES 45° 11 45" FIGURE 34: PERMANENT BRACING IN THE PLANE OF THE WE55 BRACE PERMANENT WEB DIAGONAL CRO56 BRACING GROUP OF WOOD TRUSSES (45 MEMBER5) BRACE DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE 1 I ZONE 2 ZONE 3 PANEL FRAMING BOUNDRIE5 EDGE I INTER. EDGE INTER. EDGE N1ER. LOCATION PANEL 6RADE THIGKNE55 5PACIN5 REMARKS ROOF APA RATED SHEATHING EXPOSURE 1 24" O/C IOd IOd IOd IOd IOd IOd IOd BLOCKED AS SPAN RATING 40/20 19l32" MAX. 6 O/C 6" O/G 6" O/G 6" O/G b" O/G 4" O/G 4" O/G SHOWW ON PLAN SECOND APA RATED SHEATHING -TURD-I-FLOOR, OR EQ. 24" O/C lod 10d IOd GLUED AND BLOCKED FLOOR SPAN RATING 46/24 23/32" MAX. 6" O/G 6" O/C 10" O/C AS 5HOkN ON PLAN APA RATED SHEATHING NAIL CORNER 511/D5 EXT EXPOSURE I, OR EQUAL 16" O/C IOd 1 IOd IOd AT 4" O/C MAX. TYPICAL WALL SPAN RATING 4012C 14/32 MAX. 4" O/C 1 4" O/c 1 6" O/C BLOCK FREE 1776E-5 ALL ROOF SHEATHING NAILS TO BE RIN55HANK TRUSS CONNECTOR SCHEDULE FASTENERS PER ALLONABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (Fl) PRODUCT MARK u5p CONNECTOR TR 65 GONC✓TIE-BEAM SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP 5ZLE STRAP DOUBLEAPPROVAL 5TRAP TG-I HTA 12 0) lod x 1-112" - 1600 # 3200 # 660 # 1320 # 590 # IIW It FL 854 TG-2 HTA 20 (10) IOd x 1-1/2" - 1615 # 5230 # 660 # 1320 # 540 # 00 # FL t559 TG-3 RT76M (9) lod x 1-1/2" (4) 1/4" x 1-3/4" TAP. 1395 # 2790 # 460 # 460 # 2150 # 630 # 1260 # FL 10734 TG-4 I H&AMIO (4)1/40x1-1/2" ke (4) 1/4" x I-3/4" TAP. I 915 # I830 # I0 .5 # 7400 14eO # FL 6111 U ALLOh16B E LOADS ARE BASED ON USP CATALOG 566h Ed. 2) MDR MAY USE LONGER STRAP'' OF 5AhE TYPE SPEGI � 5/ u 6PLVnnI wu v 5 C IN oT MAWPAGTURM 4) TAPW* SHOULD SE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE JAI� MOISTURE BARRIER PLATE OR BUILDING PAPER BETY HASOW HALL AND EACH TRU55. 546� 50 M LL L 'I04# MAX UPLIFT 'EH UPLIFT TG-2 c � Tc-1 U N-410 MAX UP F LL — I E 556# MAX UPLIFT b42# MAX UPLIFT EF rc-I TG-2 n O/C MAX UPLIFT TG 56# M 015# MAX UPLIFT E TG-I UPLIFT N N o VAULTED CEILING ry f ROOF BRACING PLAN N m THESE PLANS AND ALLPROPOSEDu�ICaao' ARE SUBJECT TO AWI CORRECTIO148 REQUIRED 9Y FIELD INSPECTORS TiiAT° ems: MAY BE.(NECIl.�SSARY IN ORDER O I CQh�P@•`G" ®7I�a"� Fa$.,Io �'�"€ k i?ss�I.e �� t`1�"', F GLR P.M OPENIN6 FOcvSPIRAL 5TAI (2)2X12 J015T ALCONY @.O V 3REYFLR BALG FLOOR 5Y5TEM: 2 SOUTHERN YELLON PINE o I O.G. GANTIL BALCONY BELOW a L LTA• a^�,'� CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THE DE51ON PROFE55IONAL A55UME5 NO LIABILIT`! FOR IMPROPER 5LOPE5, GRADE5 OR MEAWRE:MENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. designed PR drawn PAR checked 55-PR date 7/II/13 s c a l e 114" = 1'-O" (U.N.OJ Job n o . 12 - 0054. BUR Shawn M. Stambaugh, PE FL. LIC. 61650 — C.A. 26210 a t W A Q VL w LL 0 U) U W W J U � � J MM ® W f— M�! J Z U) project Q U A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCU\TES.COM drawing sheet of 8 tHE5E PLANS CONFORM TO FEiG - 2010 revisions no. date GONV. OUTLETS WALL JV511)CCO GAP - SEE ELEVATION5 HERE TO 5WITGH BELOW DOWNLIGHTIN6 GUARD RAILING ELECTRICAL SYMBOLS Q� DUPLEX RECEPTICAL 5WIT6H TELEV15ION JACK ® nj SMOKE DETECTOR II AT 12" A.F.F. I SINGLE POLE PREWIRED y� '��I{I9B DUPLEX RECEPTICAL 5WITGH ® 220 V. RBCEPTICAL El'5WITGH 014CONNECT AT BA.5E THRE9 WAY AT 12" A.F.F. 111 IN Co DUPLEX RECEPTICAL 5WIT6 H O HVAC O PADDLE FAN AT 6" ABV COUNTER 4 FOUR WAY' THERM05TAT W/ OR WO/ L16HT DUPLEX RECEPTICAL 5WITGH FLUSH IN FLOOR R RHIOSTAT DUPLEX RECEPTICAL 5WITGH clr1 &ROUND FAULT D DIMMER DUPLEX RECEFVCAL $ 5WITGH TOP REC. SWITCHED K KEYED Q� �' DUPLEX RECEPTICAL I SECURITY 11 WATERPROOF KEYPAD DUPLEX RECEPTICAL ANCTION ❑J Lk -UNDER COUNTER BOX INTERCOM FLOURESGENT AT 60" A.F.F. L16HT FIXTURE LL ® TELEPHONE OUTLET }- INCONDE5CENT LIGHT AT 12" A.F.F. Y FIXTURE GL6. MNTED. TELEPHONE OUTLET INCONDE3CEN7L/6HT FLUSH IN FLOOR FIXTURE WALL. MINTED. ®SPEAKER ® HI HAT MOUNTED IN GL6. GL6. SECURITY HI HAT L16HT5 VAPOR PROOF 200 -AMP PANEL'A' 100% GALL. WIRE SIZE DESCRIPTION # # DESCRIPTION SIZE HIRE 5W.ROAL0. 10096 10,000 .......... A 042) ......... R #b AHU #1 1 5 2 4 GU#I #b R d-(2) A ... A, 10,000 .................... A 042) R #b .... AHU #2 ............ 5 � 6 8 GU#2 ........... #b .... R ......... 0-(2) A .......... A - ...... 5,000 .......... 42) R #10 .... DRYER ........... . 4 10 RANGE #b R 042) 12,00 - - 2,-700 2 0- 2 R #12 D15HWA5HER f BATHRM HTIRS #12 R 20-0) 1,500DISPOSAL WASHER #12 R O-(U I,500 - 1,500 20-(I) R #12 REFR16. IT 18, MICROWAVE #12 R 20-(I) 1,500 - - 1,500 20-(1) R #12 APPLIANCE Iqpc, HP 6FI #12 R 20-(1) 1,500 - - 1,500 20-(I) R #12 APPLIANCE 21 P2 WP &FI #12 R 20-00 1,500 - B 404 15-(1) R #14 FOYER 24. KITCHEN LT6. #14 R 15-0U 409 5 B 404 15-(I) R #14 DEN/57WY 25 2(51 SMOKE VET. #12 R 20-0U 400 - B 404 15-(1) R #14 6VE5T RM M BATH #14 R 15-(1) 404 5 B 404 15-(1) R #14 LIVIN6 RM 2-151 BEDROOM #14 R 15-0U 404 B B 14011 15-0U R #14 LIVING RM 515 BEDROOM #14 R 15-0) 404 B - 1500 20-(I) R #12 I.G. / ALARM 5 BEDROOM #14 R 15-N 404 B B 40`1 15-0) R 014 M BEDRM 55 5 IN5TAHOT ........... #8 .... R ....... -(2J 6500 ... - B 404 15-(1) R #14 M EEDRM 5,75 - - - - - SPACE 3 . INSTAHOT ........... #6 .... R ......... -(2) 6500 .......... - - - - - SPACE 41 20,000 Ib5b5 A.I.G. RATING 10,000 54,945 - TOTAL ALL PANELS 51,505 Ist 10)000 at 100% IOp00 REMAINDER AT 40% lb,603.2 A/C LOAD AT 65% 15,000 TOTAL = 5q,603.2 / 240 = 165.01 AMP5 (1) SETS OF (5) 02/0 AW6. TFINW IN 1-1/2" CONDUIT (USET OF 0) #2/0 AW6. THNA' IN 1-1/2" CONDUIT METER A Nu DIS A 2P0AA0NE" AL 2200 20AO 1 #4 CU. 6ND. WIRE TO COLD WATER PIPE AND I-5/6" 6OX 1O' GU ELEMENTAL 6ROUNP R017 AND TO ONE REINFORCEIN& BAR IN THE FOUNDATION 20'-O" LONG MIN ELECTRICAL RISER DIAGRAM ELECTRICAL NOTES: F.P.dL. METER 171", $ DISC. BREAKER PANEL EXHAUST FAN FL EXHAUST FAN LV DOOR RELEASE VOLUME QV CONTROL A. HEAT STRIP LOAD 60VERN5 OVER CONDEN30R UNIT LOAD. B. 6ENERAL LIOHTIN& CALCULATED 0 1,637 (SOFT) x 3 (WATT5/SO.FT) = 4,411 12 (6EN1764IR) = 404.25 (WATT5/EA) C. CONDUIT SIZE. D. SEE 505-PANEL GALGULATION5. R BRANCH CIRCUITS RUN IN ROI-EX DISCONNECT CALCULATIONSI PANEL 'A' TOTAL (NO A/C) = 44,496 Ist. 10,000 0 100% = 10,000 REMAINDER O 40% = 15,496.4 A/C LOAD a 65% = 13,000 TOTAL A' I = 36,448.4 / 240 = 162.49 AMP51 A.I.C. CALCULATIONS (2 x 40 x 26,144)/(5000 x 240) = L75 0+1.75=.36 .36 x 26,144 = 1525.04 A.I.G. OF SERVICE = 9525.09 A.I.G. RATING OF PANEL = 10,000 NOTE TO GENERAL CONTRACTOR: ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE IN5TALLATION NOTE:--------- ALL BEDROOMS MUST HAVE ARC, FAULT 1 INTERRUPTION L--------- J 6ENERAL CONTRACTOR TO COORDINATE FINAL HVAC LAYOUT WITH TRUSS COMPANY BEFORE TRUSSES ARE BUILT. SPOT 1ST FLOOR ELECTRICAL PLAN 50ALE : 1/4" = 1'-0" 2ND FLOOR ELECTRICAL IPLAN SCALE: 1/4" = 1'-0" SPOT - MOTION ACTIVATED TO FOYER 5WITGH M I NESE PLANS AND ALL PROPOSED WORK i ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY SE NECESSARY IN ORDER TO O PLY WIT MALL IAPPLICABLE CODES THE DE51GN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR ME/k5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5PZXTION. designed PR drawn PAR checked 55 - PR date 71105 5001 e 1/4" = 1'-0" 0)..N0) job no. 12 - 0059. BUR \h Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 �1 LL LL 1�1 Q . U A, W W II�1 J U -J O Lu �-- Z U) project Q ` L -A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing 1 ST & 2ND FLOOR ELECTRICAL PLANS sheet • of 8 T4E5E PLANS CONFORM TO FBC - 2010 II revisions no. date 1ST FLOOR MECHANICAL PLAN SCALE : 1/4" = P-O" 2ND FLOOR MECHANICAL PLAN SCALE : 1/4" = P-O" THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIWRE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON57RUCTION. designed PR drawn PAR checked s5 - PR date 7/11/13 5Ga I 1/4" = 1'-0" N.NOJ Job n o . 12 - 0054. BUR llW W A VL 0 W J LL a0 Zco ^/ w W w �U MM � � 0 w J �— w J Z U) project Q E- A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 3001 PGA BOULEVARD SUITE 203 PALM BEACH GARDENS, FL. 33410 561.202.6994 FAX 561.296.2494 drawing MECHANICAL PLANS sheet M-1 of 8 nCSE PLAN5 CONFORM TO FEIC - 2010