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Home My WebLink AboutBuilding PlansI. TYPE OF CONSTRUCTION: GLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE 5TH EDITION (2014). 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS, ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 4. BUILDER SHALL REVIEW ORAWIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKGHAR6,E5 WILL NOT BE ACCEPTED. DO NOT SCALE ORAWINEG5. S. SUBMIT MINIMUM THREE (5) C,OPIE-5 OF SHOP ORAWIN65 AS REQUIRED BELOW. 6. THESE PLANS, AS, DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.G. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROV1510N5 OF THI5 CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 1. BUILDER 15 RE5PON51BLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-5TRUGTURAL MEMBERS DURING CONSTRUCTION. 6. CABINET SUPPLIER TO PROVIDE SHOP DRAWINL65 TO THE BUILDER q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL P15PLAY LABELS 5HOWIN6 COMPLIANCE WITH THE F.B.C. ENERGY CONSERVATION GORE. II. ALL CONSTRUCTION IN BROWARO AND DADE COUNTIE5 5HALL COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.G. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X WIAMIA W.W.M. ON 6 MIL V15OUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE SUPPORTED AT 6-0" O/C EACH WAY WITH APPROVED MATERIALS. 2. ALL REINFORCING STEEL TO BE GRADE bO. 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLE55 OTHERWISE NOTED. 4. FOOTING, DESIGN BASED ON A55UMED 501L BEARING CAPACITY OF 2500 P.5.F., CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR 501L BEARING CAPACITY REPORT BY A FLORIDA REGI5TEREED (ENGINEER. 5. FILLPLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF GLEAN (WELL 6RADED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO ACHIEVE A MINIMUM OF 415% MODIFIED PROCTOR A5TM D 1551-01. 6. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND. b. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CORNER BAR-5 SHALL BE 46 BAR DIAMETERS EACH. WAY. q. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER REINFORCEMENT AT THE PERIMETER RATIONAL ANALY515 SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. 10. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED 0b5. 51TE PLAN NOTES BEAM SCHEDULE NOTES I. THE ARCHITECTURAL 51TEPLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL LOCATION OF THE HOUSE, POOL, ORIVEWAY5 AND 51TE FEATURES ONLY. THE 6L. OR I. SCHEDULED HOOPS AND STIRRUPS SHIAL.L BE PLACED AT EACH END (E E) OF BEAM OR OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED A ED THROUGHOUT (T.O,) BEAM AS, INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SURVEYOR AT 50 RECENT COMPLETION OF PROJECT. THE SURVEYOR 115 5 RESPONSIBLE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLESS OTHERWISE FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, NOTED. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL 2 ALL 13EAM (MARK "B') TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITIN6 PRIOR TO PERMITTING AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR RE-50LVES THESE CONFLICTS. 3. ALL TIE BEAMS (MARK "i8") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. /� CONCRETE NOTES 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. (UNO). I. CONCRETE SHALL CONFORM TO ASTM Gq4/G q4M-011, SHALL HAVE A MAXIMUM 5 PROF' BOTTOM OF TIE BEAMS AS, REQUIRED AT WINDOW 4 DOOR HEADS (26" MAXJ HATER/CEMENT RATIO OF 0.65 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN ADD 2-15 BOTTOM IF DROP EXCEEDS 6'. 2b DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 516-II AND AGI 301-IO. ALL CONCRETE MA50NRY WORK SHALL BE IN 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 6" TO FIT BLOCK ACCORDANCE WITH AGI 550-II. WORK. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR 7 , ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND 6'° MINIMUM INTO BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW 6RADE-2' SUPPORT UNLE55 OTHERWISE NOTED. UNFORMED CONCRETE BELOW GRADE-3" 3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615/A 615M-0q. b• REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. 4. DETAIL OF 00NGRETE REINFORCEMENT SHALL 13E IN ACCORDANCE WITH "THE MANUAL 1. ONE -QUARTER OF MAXIMUM BOTTOMREINFORCING STEEL. AREA OF EITHER ADJACENT OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS, PUBLISHED !SEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLASS "A" TENSION LAP SPLICE BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ON EITHER 51DE OF SUPPORT. 5. ADEQUATE VERTICAL AND HORIZONTAL 5HORIN6 SHALL BE PROVIDED TO SAFELY 10. MARK 'G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT SUPPORT ALL LOADS DURING CONSTRUCTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. 6. DOWELS COLUMN AND WALL REINFORCIN6 TO FOOTING WITH SAME 51ZE AND NUMBER OF DOWELS, AS VERTICAL BARS ABOVE. 1. REINFORCING STEEL SHALL BE LAPPED 46 BAR DIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS, HORIZ. BEAM REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN. 6. PLACING DRAHIN66 ON BAR L15TS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS, PUBLI5HED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWI5E- MG. MEDICINE CABINET 5M5 SHEET METAL SCREWS ABV ABOVE EXT. EXTERIOR Mi;LHAFF MEAN ROOF HEIGHT ST. STIRRUPS ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING CODE M.T. M.T. METAL THRESHOLD 5TL. STEEL AHU AIR HANDLER UNIT F.R. FIRE RATED �' MAXIMUM 5W SWITCH B.F. BI FOLD FOLD FIR FRENCH DOOR HIM MANUFACTURER S.K.O.T. SHEARWALL OVERTURNING FORGE B.P. BLK. BI BLOCK FIN. F FINISHED FLOOR MICRO. MICROWAVE TEMP. TEMPERED BUN. BELOW 6.T. 61RDER TRUSS MIN. MINIMUM TB, THROUGH BOLT BR6. BEARING GA. GAUGE M.O. MASONRY OPENING T.O. THROUGH OUT BTM. BOTTOM 6ALV. GALVANIZED MONO. MONOLITHIC T.OBB. TOP OF MASONRY BOND BEAM GL6. CEILING GFI GROUND FAULT INTERRUPT 141M• METAL T.O.PL. TOP OF WOOD PLATE GMU CONCRETE MA50NRY UNITS GL. GLASS OND. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM COL. COLUMN 6WB GYPSUM WALLBOARD 0/G ON CENTER TYP. TYPICAL GONG. CONCRETE GYP. BO. GYPSUM WALLBOARD PLF. POUNDS PER LINEAR FOOT U.N.O. UNLE-55 NOTED OTHERWISE CSMT. CASEMENT HOT. HEIGHT 105F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES DBL. DOUBLE HFS. HOOPS P5.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD DIA. DIAMETER HR HOUR P.T. PRE55LRE TREATED W.A. WEDGE ANCHORS DISP. DISPOSAL H5 HORIZONTAL SLIDING PART$L PARTITION W/ WITH DP DESIGN PRE55URE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WG WATER OL05ET DR. DOOR INS. INSULATION PLYWD. PLYWOOD AD. WOOD DW DISH WASHER INT. INTERIOR RO• ROUGH OPENING E.E. EACH END 1-6. LONG SSG. SOLID CARE ELEC. ELECTRICAL LIN. LINEN 50D. SLIDING GLASS DOOR ELEV. ELEVATION LT. LIGHT OF SQUARE FOOT E.5. EACH SIDE L.T. LAUNDRY TUB SH 51N6L.E HUNG ELECTRICAL 5NrMBOL5 LEC END V. RECEPTACLE AT 12" A.F.F. If DUPLEX RECEPTACLE/ ARC SINGLE RECEPTACLE FAULT INTERRUPT AT 12" A.F.F. DEDICATED ® DUPLEX RECEPTACLE ® 51NSL.E RECEPTACLE B AT BASE 1 DEDICATED 5WITGHED DUPLEX RECEPTACLE /rl 51NOLE RECEPTACLE c AT W ABV. COUNTER tD DEDICATED UNDERCOUNTER DUPLEX RECEPTACLE GFI GROUND FAULT INTERRUPT DUPLEX RECEPTACLE- ARC II II FAULT INTERRUPT ® 12" A.F.F. DUPLEX RECEPTACLE QD c GFI AT 6" ABV. COUNTER DUPLEX RECEPTACLE 1) owm FAULT INTERRUPT TOP REG. 5WITGHED ARC FAULT INTERRUPT Q� DUPLEX RECEPTACLE Il TOP REG. SWITCHED SWITCH SINGLE POLE DUPLEX RECEPTACLE wP GFI WATERPROOF 5WITGH GROUND FAULT INTERRUPT 3 THREE WAY U^ DUPLEX RECEPAACLE SWITCH Iluc UNDER COUNTER a FOUR WAY If QUADRUPLEX RECEPTACLE �D SWITCH DIMMER O DUPLEX RECEPTACLE �K SWITCH FLUSH IN FLOOR KEYED TELEVISION JACK 4 PRE HIRED (T� HVAG THERMOSTAT INTERCOM AT 60' A.F.F. I� SECURITY KEYPAD © DOOR I CHIME n PUSH T BOTTON TELEPHONE OUTLET ® AT 12" A.F.F. TELEPHONE OUTLET FLUSH IN FLOOR DEDICATED ® DATA LINE G.V. Y CENTRAL. VACUUM RECEPTACLE SECURITY LIGHTS MA50NRNr NOTES FLAN NOTES (CONT'D) I. CONCRETE UNITS TO BE A57M C q0-11b. A5TM NI OR NIL. PROVIDE PRECAST IA PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED b. STRUCTURAL WOOD AND TIMBER. FRAMING SHALL CONFORM TO THE 'TIMBER LINTELS AS, NECESSARY. (f'm = 1500 P51) PR REIN5PEGTION AND TREATMENT CONTRACT RENEHA.. SHALL BE PROVIDED. THE SIGN CONSTRUCTION MANUAL" AS, PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER WALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. CONSTRUCTION. 2. MORTAR TYPE M PER A5TM C 210-060. PROVIDE 3 STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55LIRE TREATED. 3. CONCRETE FILL NAG, EHW, WA5HER/ORYER) LOCATED IN THE 6ARA6E AT FLOOR LEVEL PER F.B.G. VIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER EGHANIGAL CODE. GEMENTITOUS MATERIALS AND THE WOOD AS, PER GODS. A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 P51 PEA GRAVEL. CONCRETE. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING, AND . ORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT B. THE MIX M516N SHALL BE APPROVED BY THE ENGINEER -B.G. SECTION R302.11. COLLAPSE OR DAMAGE. C. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q"-II" MAX., WHICH 4. ALL 6LAZIN6 WITHIN 24"(46- IN HVHZ) AND PARALLEL TO A DOOR SHALL BE 11. HEADERS FOR FRAMED OPENIN66 GREATER THAN 6-0" MUST BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER. %LE55 NOTED OTHERWIZ MEANS THAT THE CONSISTENCY SHALL BE AS, FLUID AS, POSSIBLE FOR POURING WITHOUT TEMPERED. ALL WINOOW5 OR GLASS ENCLOSURES AT OR WITHIN 36" OF TU135 AND SEGREGATION OF THE CONSTITUENT PARTS. SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN 12. ALL HEADER5 OVER DOORS AND WINDOW5 TO BE (2) OR (3) 2XI2'5 UNLE55 SIDEL16HT5, 5LIDIN6 GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL ENGINEER• 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. THIGKNE55). E6RE55 WINOOW5 SHALL HAVE A MINIMAL NET OPENING OF 24" H16H, 20" WIDE, AND MIN. 4. REINFORCING: NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR ist FLOOR WINDOWS. 15. DIMEN 51ONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH PROVIDE ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER VERTICAL: AT 54' A.F.F. MAX. IN HV4Z AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE SILL USES. q0 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 SHALL BE NO LE55 THAN 3b" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. K51 OR BETTER, AS, DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. A. A5TM Abl5/A 615M-Oq. PER REINFORCING SECTION (6RADE 60). 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT'SHALL NOT CHANNEL TYPE STUDS, AT 24" O/C WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS 1. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL BE DETERMINED U51N6 GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL IN AN ADJACENT DELL TO THE VERTICAL WALL REINFORCING. TABLE 2405.5 4 .3A OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. SCREWS AT 12' 0/C MAX. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE. HALF INCH 6. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.G. SECTION 24-15 UNLE55 15. METAL LATH OVER SHEATHING SHALL BE 3/6" V-GROVE OR DIMPLED. CEILINGS AND FROM THE MASONRY. THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SU55TATE AT 4' O/G AS FOLLOWS; APPROVAL TO PRESERVE THE ENGLO5ED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 3/4" LONG STUB NAILS W/ 5/6' HEAD. HORIZONTAL AND VERTICAL WOOD D. VERTICAL REINFORCING SHALL BE AS, LOCATED ON THE PLAN AND AS, INDICATED IN AS SET FORTH IN CHAPTER lb. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION THE COLUMN SCHEDULE. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL q. PICKE75 AT STAIRS, LANDIN66 4 BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS E. VERTICAL REINFORCIN6 EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE PASSAGE OF A 4" DIAMETER SPHERE. SHALL BE: BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE 5TAPL E-5 I" LEG, l/16" REINFORCING BARS TO CONTINUE UNINTERRUPTED. 0. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING, SCREWS #12 x 1/2" KASHER HEAD STAPLE--5 SHALL NOT BE USED FOR SOFFITS OR CEILINGS HORIZONTAL: I. IN ZERO LOT LINE HOMES: DRYER VENT5, EXHAUST FANS 4 KITCHEN H0005 SHALL NOT TM 'H THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. APPLIED To LATH OVER_ _ IObF . NDI PLASTERITER A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS, SCHEDULED IN THE BEAM THE LA6� TO THE WAT BARRIER SHALL PREVENTED BYSPRO IDINGBA OBLL.. SCHEDULE. LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER B. HORIZONTAL JOINT REINFORGE'MENT SHALL CONSIST OF AT LEAST q GAGE LADDER FRAM I NCB NOTES BARRIER, TYPE REINFORCEMENT SPACED NOT MORE THEN 16" 0/C VERT. REINFORCEMENT 5HALL Il. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINC25 AND EXTEND NOT LE55 I. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOIIsN ON THI5 SHEET 15 50HEMATIC IN 1126 1-1/2" LONG AND .120' DIAMETER U.N.O. THEN 24' BEYOND THE OPENING. PROVIDE 6' MIN EMBEDMENT INTO CONCRETE COLUMNS NATURE. HOWEVER, THE 5UPPORTING SUPERSm-'TURF HAS BEEN DESIGNED UNDER THE AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L- AND "T" INTER5ECTION5. ASSUMPTION THAT THE FRAMING SCHEME 5HOWN WILL CLOSELY PARALLEL rINAL TRUSS Ib. WHEN IW000 POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE P05T AS, FOLLOW5: WRAP P05T ON ALL SIDES FROM BASE OF P05T TO UNDER51DE OF BEARING WITH (1) 5 GENERAL: AND FLOOR SYSTEM DESIGNERS LAYOUT. LAYER OF 5/6" TYPE "X" 6YP°.iUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING A. STRUCTURAL DESIGN IS IN AGGcORDANGE WITH A.G.I. 530-II/ A.S.G.E. 5-II/T.M:5. 402-II, 2. THI5 FRAMING SCHEME (DIRECTION OF TRU55E5 AND SLABS' MAJOR 6.T. BEARING, FOR THE POST' BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON POINT'S, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME Iq. TRO55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SJFERIMP05M BUILDING CODE REQUIREMENTS FOR MA50NRY 5TRUCTURES. PROFE55IONAL OF RECORD WHO MUST REVIEW PROPO5ED CHANGES AND AUTHORIZE WIND LOADS PER F.B.G. 2014. STRUCTURAL REV151ON5 ACOOROINGLY. SHALL BE IN WITH A.G.I. 530.1-IIARY 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE MECHAN I GAL NOTES NE. SPIT/ IFIC. TIONS, SPECIFICATIONS STRUCTURES FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR 5Y5TEM DESIGNERS MUST FORMNRY FOR MA50NRY STRUCTURES. PROVIDE ALL TRUSS CONNECTIONS AS, PART Of` THE DESIGN. I. ALL HEATING, AIR GONDITIONING, RE FR16MATION AND VENTILATION EQUIPMENT SHALL G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY T BUILDING OFFICAL TO ENSURE COMPLIANCE WHE ITH THE APPROVED STRUCTURAL PLANS IN 4. TRU55 AND FLOOR 5Y5TEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING GORE ACCORDANCE WITH SECTION 2122.2.4 F.B.C. PRANIN66 AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANIGAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION. 6. VERTICAL CELLS FOR MA50NRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT REGISTERED ENGINEER, OF THEIR DE516N FOR REVIE N INCLUDING TWO (2) COPIES FOR ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWIN65 15 2 A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY ASSEMBLIES IF ANY. I. CLEANOUT OPENIN66 SHALL BE PROVIDED AT THE BOTTOM OF 6ROU'TED CELLS AT INTEGRATES WITH THE ARCHITECT/ ENOINNERS SUPERSTRUCTURE. IF THERE 15 ANY EACH LIFT OVER 4'-0' HIGH. GLEANOUT5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRU55 AND FLOOR SY5TEM 4. ALL DWELLING ROOM5 MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC JUMPERS, OR TRANSFER GRILLES. ARE: AS, OF iONGERN. STEEL NOTES 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. 5. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL IN6 ABV. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING 6RADE OR SHALL BE SUSPENDED A MIN. OF 6" ASV. ADJOINING -. I. STRUCTURAL STEEL SHALL CONFORM TO THE A150 "SPECIFICATION FOR THE DESIGN, TRUSS DRAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SMALL BE A MINIMUM 4'-O"xq'-0" PAD FOR DOUBLE UNIT. FABRICATION. AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" SHALL COORDINATION BETWEEN THE TRU55 DESIGN AND AIR GONDITIONIN6 DESIGNREGUI .MATERIALS CONFORM TO THE APPLICABLE A57M SPECIFICATION AS FOLLOWS: W SHAPES •. Agg2/A 4HIM-06a, OTHER SHAPES A36/A 36M-0b, �LuI�,{ "ILJI NC NOTES - PLATES A36/A 36M-06, BOLT5 -A 3Crf-Olb 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, TUBULAR - A5TM A500/A500M-13 GRADE B (46 K51) COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR SYSTEM ORAWIN65, SIGNED AND SEALED BY A FLORIDA RE615TERED ENGINEER I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY F.B.C. STRUCTURAL WELDIN6 CODE". ELECTRODES FOR FIELD AND SHOP WELD5 SHALL 13E 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, A.W.5. A5.1 ETOXX. BOTTOM EACH STUD. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE GHAFTc.�':I. " B FAN F BOX JUNCTION BOX PADDLE FAN 4� W/ OR WO/ LIGHT FLOIJRE50ENT LIGHT FIXTURE FLOURESGENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE GL6. MNTED. INCANDESCENT LIGHT FIXTURE WALL. MNTED. HI HAT ® CI-6. MOUNTED WHAT ® VAPOR PROOF RECESSED O EYEBALL cM CARBON MONOXIDE DETECTOR L� LOW VOLT. SMOKE DETECTOR SMOKE DETECTOR EXHAUST FAN EXHAUST FAN /LIGHT COMBO SPEAKER IN GL6. II- # DETAIL SCALE # DETAIL DwG. SCALE 1 4 DwG. 2 INTERIOR ELEVATION 3 ODOOR LABEL RELEASE d # SECTION �� DWG. SCALE TF) WINDOW LABEL VOLUME ! CONTROL SWITCH 015CONNECT # SECTION DwG. SCALE G COLUMN LABFI BREAKER PANEL F.P.4 L. METER 40150. A( # INTERIOR ELEV. O FORTING LABT'L LOW VOLTAGE TRANSFORMER SCALE 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10 -0 FROM ROOF JACKS. 5. CONDI=NSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. 6. 5HOWIR COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONAB50RBENT SURFACE TO A HEIGHT NOT LE55 THEN l0 INCHES ABOVE THE DRAIN INLET. LOG '10 LIVE 2€6P- TOTAL GROUND FLOOR 40 q5 155 APPLIES TO SLAB SECOND FLOOR 40 25 65 BALCONIES 60 25 65 ROOF 30 25 55 TOP CHORD 30 15 BOTTOM CHORD 0 10 BTM. CHORD -ATTIC 10 0 neon-corK,u WM) WIND: ULTIMATE WIND SPEED = 165 mph. NOMINAL WIND SPEED = 125 mph. R15K GATAGORY = II BUILDING DESIGN AS, ENCLOSED EXF05URE CATE60RY = D MEAN (ROOF HEIGHT = Il'-O" ROOF DEAD LOAD FOR WIND DE516N TAKEN AT 10 ps.f. NOTE: THIS STRUCTURE 15 DESIGNED IN AGGORIDANGE WITH CHAPTER; 16 OF THE 2014 FLORIDA BUILDING CODE AND ASCE 7-10. ❑# 5HEA'RWALL LABEL B-# BEAM LABEL.. I, tD00# MAX. TR.U5S CONNECTOR Tr,-O LABEL AREVISION fN! NORTH ARROW �- BREAK LINE O 2° W O' scALl== I/a" m 1'-0' GRAPHIC SCALE 0'-0" FIN. FL. SLAB qw- ELECTRIC wAL NOTES I. CONTRACTOR SHALL VERIFY WITH F.PAL. THE LOCATION OF SERVICE AND SHALL LOCATE METER 4 PANELS AS, REQUIRED. 2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE. 3. HHERE REQUIRED BY OTHER GODE5, 5ERVIC:E AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH GIRC:IUIT5 IN RACEWAY OR NON METALLIC SHEATHED GABLE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 5PECIFIGATION5. 1. PROVIDE 015CONNECT 5WITC.H OF 51ZE AS REQUIRED BY LOAD AND UNITS. 6. PROVIDE NON-FU5IBLE GENERAL. DUTY SAFETY 5WITC.HE5 AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS, PER MANUFACTURER. RECOMMENDATIONS. q. PROVIDE GFGI PROTECTION FOR ALL, BATHROOM, GARAGE, EXTERIOR, KITCHEN, LAUNDRY AND WET BAR OUTLETS PER NEC 210.6(A). 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS, SELECTED BY OWNER. II. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS 5HOWN ON PLAN. 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS 5HOWN ON PLANS. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 14. ALL CLOSET LIGHTING SHALL OAMPL.Y WITH NEC SEC. 410.6. 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. DETECTORS SHALL BE TANDEM WIRED 50 ALL. DETECTORS SOUND SIMULTANEOUSLY. 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR 11, PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DWELLIN6 UNIT LIVING, DINING, FAMILY ROOMS, DENS/ LIBRARIE5, BEDOOOM5, 5UNROOM5, CLOSETS, HALLWAY5 OR SIM. ROOMS PER NEC 210-12 (5). Ib. SMOKE DETECTORS REQUIRED ON ALL HVAC UNITS WITH 2O01 CFM OR MORE. 141. CEILING AREA ILO V. SMOKE DETE`.GTOR5 SHALL NOT BE CLOSER THAN 3 FT. FROM THE DOOR TO BATHROOMS, WA5HER/DRYER5, A/C SUPPLY AND RETURNS 4 KITCHENS. SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF THE PHOTOELECTRIC TYPE. 20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR SLEEPING PURP05L5 WHEN THE BUILDING HAS A F0551L BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ,ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE BUILDING WIRING WHEN ;5UGH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. 21. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LI5TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 22. TAMPER RE51STANT REGEPTA'-tES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS 5PECIFIED IN NEC 210.52 FOR 125 VOLT, 15 $ 20A RECEPTACLES PER NEC 406.11 25. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND GROUNDING GONDUCTOR5 5HALL BE PROVIDED FOR TV, GOMMUNIGATION5, RADIO, GATV, ETC. PER NCG 250A4. THESE PLANS AND ALL PROPOSM W0�1 iC'rti M1- r0j MAY BE NEC SSAgl Y 1N WER TO IO�A 4Yrll,ii COPES. GORES USED: - FLORIDA BUILDING CODE 5TH EDITION (2014) 1i L MANUFACTURES LABEES SHOWING - NEC 2011 U FACTORS AND SHOO COMPLIANCE WITH FSC ENERGY CODE MIDST - AS.G E -1-10 REMALN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED Dfi ANI NC INDEX C-I COVER SHEET A5-1 51TE PLAN A-i FLOOR PLANS 1 4 2 A 2 ELEVATION5 6 _ 6177 A-5 SECTIONS 4 DETAILS S T. L U C I E COUNTY D UILD!NG DIVISIO,ry 5-i PILE 4 5LAO PLAN P.Ev!Ev,-0 iNw AC� 5-I.1 SECTIONS 4 DETAILS REV(EDATE5-2 FRAMINC, PLANS 142 I EH wi LT---- -_.. rvIUSI' EsE KEPT OhI JOB 5-3 BRACING PLANS 1 4 2 A.. NO INSPECTION WILL LE t�on E revisions no. date designed PAR drawn PAR Cher ked 5-5/PAR date 10117116 5 G a l e 114" = 1'-0" (V.N.0) j o b no. I6-0011. MG6 Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W H O W U- U1 z z Q 0 O F..I �0)_U Ln W ��-- W :D Q 1; A QUANTUM ENGINEERING ASSOCIATES INC. E-I 157 4 2N0 FL0OR ELECTRICAL PLANS Structural Engineering M-1 157 4 2N0 FLOOR MECHANICAL FLAN I O L I, �� I I I 1 I I Cost,Se re ation a ,I f g g fl hJI I H1 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 GROUT 2.6994 FOUNDATION PLAN CELLSEE AS NOTED HEIGHT FAX 561.296.2494 W W W,QEASSOCIATES.COM NON-BEARING FRAME CONSTRUCTION BEARING FRAME CON57FUGTION FRAME CONSTRUCTION ABOVE OR BELOW BEAM HEIGHT CHANGE F 7 �/1lU/1l1/1l!/1J DROPPED SOFFIT HEIGHT AS NOTED s T PAELEV. OLAN OR PENING SEE R THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A L I OEN5ED GENERAL OON7RAOTOR IN THE FIELD BEFORE OON5TRUOTION. drawing ER SHEET 4 N>�I Y f ' Cr�E; r t h, r s�A`�t J; C-1 THESE PLANS CONFORM TO FBC - 2014 4 A50E 1-10 revisions no. clot b< N.7002953"Em 52. 00' (P— F) I 5'.n" RPAR crMAelIC .70030100"E. 19.501 (P. 22 COMMON USE R/W INFORMATION TAKEN FROM SURVEY BY AGGURI5HT P.L.5. LEGAL DESCRIPTION LOT 595, NETTLES ISLAND 5EGTION 2, AGGORDIN6 TO THE PLAT THEREOF, A5 RECORDED IN PLAT BOOK 16, PASE5 I, A THROUGH I J, OF THE PUBL I G RECORDS OF 5T. LUG I E COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE: AE BASE ELEVATION: 6.0 COMMUNITY PANEL NO.: 120255-0511-J DATED: 02/16/2012 PROPERTY STREET ADDRE55: 5a5 NETTLES BLVD. JEN5EN BEACH, FL., 54551 PREPARED FOR: MG51 LL 15 m THE DE515N PROFESSIONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEASUREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICENSED 6ENERAL CONTRACTOR IN THE FIELD BEFORE GONSTRUGTION. designed PAR drawn PAR checked ssmAR date 10117,46 s c a l e 114" = P-O" (V.N.0) job n o . 16-0011 . MC& W S W Q I� r1r" O W _ J LI� U1 zz �- z H � Q:D �O a —U IH �� Lo W JU Ll1 �D owr J Z CA project Q A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 3341 561.202.6994 FAX 561.296.2494 W W W .QEASSOCIATES.COM drawing SITE PLAN sheet AS-1 TL=G= OI Akle- /^k=^0kA 'Tn LG/ - ll^IA ! AG/= "1_I/1 revisions no. date (1) BLOC? CMT5 1/3/1- (EGRE55) ocuuN v rLUUr\ rll_tliv SCALE: 114" = 1'-0' 0V ls.:.' w Ai4 u � •' �5 T� r° 1 �,. �; 1 y�. s.�i'iw�u�.v FL`710Rs UP I< N S THAN 24'H OR 20'W I 4" ABOVE FLOOKI. ATTIC ACCESS SECTION A2 SCALE 1-112' = ►'-0' OR WOOD STUDS 0 24" 0/G o FIN15HED CEILI146 - 5EE TYP. WALL SECTION CONT. 25 6AIJOE METAL TRACKS TOP 4 BOTTOM 25 GAUGE CHANNEL 5HAPED STUDS 24" OX W/I FULL LENGTH LAYER OF 1/2' TYPE 6YP5UM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I" LONG BUGLE HEAD 5GREH5 TO EACH 51DE 0 12" O/C GONG. FLOOR 5LAf3 2 TYPICAL INTERIOR PARTITION A2 SCALE: 314" = 1'-O" 1� • ■ I PATIO `" q°-0" GLG a 1 11 1.7 5" RISE M, II R, Zen* FLD THIS DOOR SHALL HAVE A LOUV. VENT (3"X3" MIN) 4 SHUTTERED SEE P.A.A. �+ PANTRY REfRl6. MICRO OVER 12'-2" 1 OWN DINING m KITCHEN q'-O" GL6 q1-0" GL6 CpOKT C 10 4--- d0 I5`-b 5TL. COL LINE OF _ _e KALL ABV.�� — I 1 15'-b 1/2" I IbEACHI 10 ®TRDSN _ " I LIVING RM &.C. TO VERIFY 111-011 TO 121-011 I t:OFF. GL6 1 firc�R�� 1 TRU55 COMPANY Tq KEEP BOT OF 1 FT. GLR 1 FROM BENE�TH I I 11 IFOYE 1 " 3'O"X6'8" FR OR W/I 5.L. W/F.6. M AB M (2)DH4043 K4-- . TRAN50M ABV. I is, MAIN E6RE55 DO NOT SHUTTER -101/2 4'-1011 t 1 PORCH Q / I i-0"+ GL6 / 41-04 .[ 10'-811 �L/ -0 6'-01/2' FLOOR PLAN SCALE: 114' = 1'-0' (F.F.E. AT OR ABOVE FLOOD HT - SEE SURVEY FOR MIN FLOOD HTJ 4 ELEVATIONS FOR ACTUAL FIN15HED FLOOR HEIGHT ALL WINDOW5 AND DOORS ON T4I5 RE5IDENCE SHALL BE IMPACT RE-515TANT I DW) DBL 51NKon LA�. I ,a q' 11 GL6 / \0 / / / a POT SHELF TOP 0'8'-b" NO RAILINC75 REQUIRED UNLE55 PORCH 15 24' OR HIGHER, ALL RAILIN65 OPTIONAL ,V. SY,IV. S 4'�1/ER DENSE GLASS GOLD Jg0(��p TYVSK BLD6. WRAP OVER %2" GDX PLYWD. 5HEATHIN6 W/2Xb PC. 5 0 I6" O.L. W/R-Iq INSULATION - SEE Eb6Y CALC5 FOR TYPE MART VENT PER FBG-R 2014 5TH EDITION 522.2.2 WITHIN 12" INCHES OF 6RADE. SEE P.A.A. ALL WINDOW5 AND DOOR5 ON THIS RESIDENCE SHALL BE IMPACT RE515TANT NOTE: EN61NEERED UNIT MA50NRY USED TO DE516N WALL5, BEAMS 4 COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL MALY515 WAS USED TO DE516N THE FOOTING INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCS - 2ND FLR CEILING AREA RATIO TOTAL NET MRE I VENTILATING AREA 7&4 W. FT. o5c 526 SQ. FT. OR USE 31-7" ITN OF 2" hDDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT T KW OUT ATTIC VENT CALCS -1 ST FLR CEILING ,AREA RATIO TOTAL NET FREE VENTILATiN67 AREA _ 60. FT. 11150 2.q8 W. FT. F7 USE 17'-11" MIN OF 2" WIDE SOFFIT VENTING cA, U-5E VENTILATED ALUM►N SOFFIT THRIJ-OVT CALCULATIONS 1ST t-1OOR A/C (W STAIR) gO&O 5F. 2ND FLOOR A/C (W STAIR) 700.0 S.F. TOTAL S.F. IA06 S.F. COVERED BV1'RY PORCH 66.0 S.F. REAM PAT10 64.0 S.F. EXTERIOR C ZWr 374 S.F. TOTAL SF. 1,70.0 S.F. THE DE516N PROFE55I ONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, CCRADE5 OR MEASUREMENT5. ALL FIWRE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. de5igre%d PAR drawn PAR che,ckod SS/PAR date 10117116 5 c a I e, 114" = 1'-O' ON.OJ Job no. 1(,-coll. Mco r Shawn M. Stambaugh, PE FL. LIC. 61850 - CA. 26210 �W W Q 0 rH cc rV1 LLL ® Z u� Q U M...�j L() W � LJJ UJ U J �- J project 011A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W .QEASSOC IATES.COM Sheet A-1 ==.' OI AAIG !/11JC/10AA lr^ CaP - revisions no. date CONTRACTOR TO TRY TO KEEP TOP OF PATIO — PAVERS FLUSH WITH 51DE OF HOUSE TOP OF PAVES _ THI5 DOOR TO MEET CODE FOR 2ND 51DE VENTING. THI5 DOOR 15 SHUTTERED 22'-0" MAX BL.156/ HT. W-4" T.OBB./PL.. IO'-4" T.O. 2ND FLR 4'-0" TO.B.B. .... ................. - - IN KITCHEN CONTRACTOR TO TRY TO KEEP PATIO PAVERS FLUSH WITH 51DE OF HOUSE PAVERS 0'-0" 1'-II" A8V' 6Rr4DE VIwL✓✓ 1 VIWII VII I . I./ i-C OR HIGHER REAR ELEVATION SCALE : 1/4" = 1'-0" NOTE TO G.C. NOTE TO BUILDER: e3.G. SHALL. ASSUME RESPON5151L7Y FOR ALL VERIFY BASE ELEVATION OR FLOOD MA5ONRY/ROU6H OPENING SIZES AND SHALL VERIFY PLAIN MAX HEIGHT HITH ' P41TH PRODUCT 5PEC.'s BEFORE CONSTRUCTION. PROFESSIONAL LAND SURVEYOR BEFORE CONSTRUCTION. 22'-O" --- ----------- -- -- -- -- - -- MAX BL.06/ HT. — — —DP-----b414- — — — — — --DF _ 7L. la + 48.55 + 48.55 Q it X R.O. pp - 5216 + 48.55 12 Q 6 6 II'-0" TOBB. 10'-4" T.O. 2ND FLR 9'-0_" TO.BB. _ IN KITCHEN �`- C0) 0 C22 36"X 24" O. DP -52.78 DP -6414 +4855 + 48 55 i dJ ur I I � I � 21 X�5 O DP - 64.14 + 48.55 LEFT ELEVATION SCALE: 1/4" = 1'-0" I -/I " ABV GRADE a 40'X 51"R.O. 40"X 24" R.O. 20"X 26" R.O. 32"X 34" R.O. DP - 62.28 DP - 6228 DP - 54.01 DP - 54.0q + 41.62 + 4"1.62 + 4q.bl + 4q.61 RIGHT ELEVATION SCALE: 1/4" = 1'-0" NOTE :TRI)55 COMPANY TO VERIFY THAT OVERALL HEIGHT OF OF ROOF DOE-5 NOT EXCEED 22'-0" ABOVE FLOOD SYN..ST000O 51DINO OVER DENSE CLASS 48"X 51"R.O. 4 'X 51"R.O. WX &2"R.O. DP - 56.54 DP - 56.34 DP - 5035 + 44.65 + 44.65 + 46.51 FRONT ELEVATION SCALE : I/4° - II-0" 22'-0" CHAX et.�6� Hr. 11'-0" TYq.BB 10'-4" T.O. 2ND FLR T.O.B.B. - IN KITCHEN O'-0" F.F.E. I �1I " ABV 6RADE !AX BLD6/ HT DIN6 METAL SEAM 16 TYP. 4" T.OB.B./I'L. ll'-0" T.OBB. T.O..2ND FLR 9'-O" T.OBB. IN KITCHEN (N. STUCCO BASE _0'-0- ASV GRADE HT 6.0' N A.V-0. THE DE51 GN PROFE55I ONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEAWREMENT5. ALL F1OURE5 TO BE VERIFIED BY A LICEN5ED GENERAL c0NTRACTOR IN THE FIELD BEFORE CON5TRJCTION. designed PAR drawn PAR checked 55/PAR date 10/17/16 scale 1/4°=I'-0"NN.0J Job n o . 16-0011 . Mc6 J a Shawn M. Stambaugh, PE FL. LIC. 61850 — C.A. 26210 4 �1 0 HJ U� z z Q �0 U Lo C/) L UJ J W U project I;A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33411 561.202.6994 FAX 561.296.2494 W W W .QEASSOC IATES.COM drawing ELEVATIONS lof sheet A-2 PRE-EN6. WOOD ROOF TRU55'5 o2411 O/G TYPICAL W/APPROVED 6ALV. TRUSS ANCHORS SEE FRAMING AND BRAGIN6 PLAN R-Iq 5UGRA5EAL SPRAY FOAM INSULATION. (SEE ENERGY GALL) 12 5EE ELEV. 5/b" (MIN) 6YP5UM BOARD APPLIED TO UNDERSIDE OF TRU55E5 FIRE STOP - TYPICAL TIE BEAM. REFER TO - FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" 1/2, GYPSUM BOARD OVER Ix2 P.T. FURRIN6 6 16" O/C - OVER 5/4" THK FOAM BRO INSULATION. R-4.2 MIN. 3/4" T46 PLYWOOD FLOOR GLUED 4 NAILED OVER PRE-EN61NEERED FLOOR TRUSSE5 0 5PAGIN6 SUPPLIED BY TREU55 MANUF. lb" DEEP FLOOR TRU55ES SEE TRU55 MANUF PLAN FOR VERIFIC. SEE FRAMING PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION 1/2' APPLIED TO UNDERSIDE OF TRU5SE5-TYP.- (5/8," THK TYPE 'X' GYPSUM BOARD 0 6ARA6E GL6 MIN) FIRE STOP - 1/2" 6YP5UM BOARD OVER Ix2 P.T. FURRING 0 1611 OlG OVER 5/4' THK FOAM BRO INSULATION. R-5.0 MIN. APPLIED HOOD BASE FIN. FLOOR TO BE AT OR. ABOVE FLOOD HEIGHT 4" THICK GONG. SLAB W/ 6x6x10 W.W.M. AROUND PERIMETER OF BLD6. ON b MIL VAPOR BARRIOR OVER GLEAN, WELL COMPACTED TERMITE TREATED GLEAN SAND FILL. a -PRE-EN6 TQU55E5 ALL EXTERIOR CEILINS MATERIAL TO BE HY-RIB !LATHE AND STUCCO FASTENERS AT 24" O.G., EITHER 1-3/4" MIN EMBEDMENT ROOFING NAILS WITH I/b" SHANK AND 3/b" HEADS OR 5TAPLE5 WITH 1-5/4" MIN EMBEDMENT LEGS 4 IAW (16 6A&E) EXT. PORCH CLG DET. #1 FRAh, E WALL STUCCO FINI5H HEAD FLA5HIN6 #b x P L6. P.H. SM5 0 16" 0/C 0 6' MAX. FROM E105 p PEWN ETER 5EALANT NJM FRAME W/NAIL►N6 FIN - CAULKING - DRYWALL BOARD HEAD DETAIL (WINDOW) Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED coll. NAILS AT 12" 0/0. MAX. GONG. OR MA60NRY o. o - `-DRYWALL BOARD ��- GAULKIN6 r`-ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 5/16" TAPGON 5GREW5 0 12" 0/6. MIN. 1-3/4" EMBED -PERIMETER SEALANT 4 FLA5HIN6 STUCCO FIN15H HEAD DETAIL (WINDOW) WINDOW ATTACHED PER FBG R30b WINDOW FLA5HIN6 PER FBG R'I03.b.1 ALUMINUM FRAME Y AILING FIN PERIMETER 5EAI.ANT 5TUr,CO FINISH #b x I'LC. P.H. 5M5 0 16" O/C E 6MAX FROM FRAME WALL DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) I" STANDING MTL SEAM ROOFING OVER PEEL 4 STICK MEMBRANE ROOFING OVER Iq/32" EXT GRADE COX PLYND. FASTEN MTL ROOF PER I�,fAN FACT. 5PEGIFIGATION5 FOR 165 MPH WIND PER F.B.G. 2014 5th EDITION (SEE DIAPHRAGM SGHEpULE FOR: NAILIN6 PATTERN 1/4' HEEL. ON 2ND FLOOR ROOF / TRJ55ES TOED OF BOND BM. SEE ELEVA7ION5 GONT'IN. 6ALV. MTL DRIP OVER 2x6 WOOD FA5GIA ON TRUSSES. 12" USE VINYL COVERED FASCIA AND VINYL { O.A. VENTILATED SOFFIT. •I a I 5/6" 5TUGG0 FIN15H (2 C-OAT5) OVER b" GONG. BLOCK W/ (1) BAR VMr. IN GONG. FILLED CELL r^�5 PER PLAN MIN LAP 30 DIAMETERS I. ° 2 ND FINISHLD F_LR FLEV�1SEE ELEVAT,R-Iq IN FLOOR SY:;iTEMS5UGREA5E-ALFOAM GONGRET'E BOND BEAM 5EE BEAM 5GHEDULE FOR 5PEG5 IONS ZZ 0 y =00 NOTE: ALL WALL AND C.EILIN6 FIN15HM SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6REATER TIIEN 200 AS PER FBC R 2014 NOTE: IN5ULAT''ON MATERIALS, INGLUDIN6 FAGIN65, 5UGH A5 VAPOR RETARDL-t5 OR VAPOR PERMEABLE MEMBRANES INSTALLED HITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF -CEILING A55EMBLIE5, WALL A55EMBLIE5, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANC NOTE: E HITH ASTM E b4. EXPOSE D AT INSULATION. ALL E F05ED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LE THAN 0.12 WATT PER SQUARE CENTIMETER. EXP05ED FOAM PLASTIC INSULATION MATERIALS EQ'OSED ON THE UNDER510E O COMPLY WIT F THE ROOF DECK OR ON THE ATTIC, NALL5 SHALL H SECTION R516 NOTE: R102.5.1 MATERIAL5. ALL GYPSUM BOARD MATERIALS AND AGGE55ORIE5 5HALL CONFORM TO A5TM G 36, G ig, G 4-15, C 514, C 650, G q31, G q60,, G 1002, G 104i, G 1IT(, G I17b, G 12Tb, G 13g5 OR. G 1316 AND : ALL BE INSTALLED IN ACCOWANCE NTH THE PROV1510N5 OF TH15 SECTION. ADHE51 /E5 FOR THE INSTALLATION OF GYPSUM BOARD SHALL 6ONFORM TO A5TM G 551. 5/5' 5TUGGO FIN15H (2 GOAT5) -OVER b" GONG. BLOCK H/ (1) #5 BAR VERT. IN GONG. FILLED CELL AS PER PLAN MIN LAP 30 DIAMETERS FINI54ED FLOOR 0 FLOOD z VERIFY W SURVEY INFORM. 0. O STIY_ ::O STOP AS REQU I RED _�BY LOCAL BL.D6 DEPARTMT AND PER F.B.G. 200'1/Oq A3 BUILDING WALL SECTION A - SCALE: 3/4' = 1'-0" NOTE: R102.4.1 6ENERAL. CERAMIC TILE 5URFACE5 SHALL BE INSTALLED IN AGGORDANGE WITH ANSI AI06.1, AlOb.4, AlOb.5, AlObb, AIOb.II, A[lb.1, AI165, A136.I AND A131.I. R102.4.2 CEMENT, FIBER -DEMENT AND CLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR 6LA-% MAT 6YP5UM BACKERS IN GOMPUANGE WITH ASTM G 1266, G 1325 OR G 11-76 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. USE FIBER; CEMENT TYPICAL WHERE FIBER6L.P55 PREFAB UNITS ARE NOT INSTALLED. ALUMINUM FRAME FASTEN THRU BUCK W3/16'x3 1/4" TAPCON SCREWS 0 12" 0/C PERK CAULKING STUCCO FINISH CONC. OR MA50NRY Ix3 P.T. BUCK 5ET IN SEALANT AND NAILED WI-1/2' CASE HARDENED COIL NAILS AT 12" O/C. MAX. DRYWALL. BOARD CAULKING JAMB DETAIL (WINDOW) DRYWALL BOARD GAULKI N6 ALUMINUM FRAME, SET IN CLEAR 51LICONE $ FASTEN W#b x I" L6. P.H. 5M5 0 16' O/C i 6" MAX. FROM ENDS SILL FLA5HIN6 PERIMETER- SEALANTUCC STD FINISH FRAME NALL SILL DETAIL (WINDOW) HANDRAIL SOUTHERN Y. PINE #1 TYPICAL. I--l/Ib"xl-'UIb" PICKET SOUTHERN Y. PINE #1 5PAGEO TO REJECT A 4" SPHERE T (Fb = 1- 50 psi) TYPICAL m #12x3" WV. 5GREWS TOP 4 BTM. TYP. ALUMINUM FRAME SECURE FRAME TO 51LL WITH 31LICONE CAULKING QQo' Oo .. o,... PRECAST OR PC URED 51LL -- PERIMETER CAULKING SILL DETAIL (WINDOW) - GONG. COLUMN --WEATHER 5TRIPPIN6 BY DOOR MANE - 6ARA6E DOOR 6ALV. 5TL. VERT: TRACK _ BY MANF. FA,57ENED TO TRACK BRACKETS W1/4"-20x1/2" GARRIA6E --BOLTS $ LOCK NUTS -- 6AL V 5TL. TRACK BRACKEFASTiENED TS TO WOOD JAMB W3/16"xl-1/4" LA6 SCREWS P.T. ATTACfW TO _-2x6 MAW.5 WNW or COLUMN IW/ 1/2' AB. ArrACA4 Nr 5HALL 0 2'-O" O/C VERT. PREVAL P#EN 5i&MITTED (6' MAX FROM ENDS) 1N W COWLM OR "710h5 JAMB DETAIL (GARAGE DOOR) ICE•R FOR - WALL MOUNT HANDRAIL DETAIL i #12x3" H0. iv I SCREWS TOP 4 `r m ��IV- (ONLY#12x3" HD. BTM. TYP.- 5GREW5 TOP 4 _ in - BTM. 0 I6" O/C m APPLIES TO m ' CONNECTION TO WD. FRAMING. DOES WOOD FRAMING NOT APPLY TO STAIRS CONNECTION TO WOOD 5TAIR5 A3 GUARDRAIL DETAIL COVER ALL CONDITIONS PRECAST LINTEL P.T. HOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL PRECAST SILL 1/4" "POWERS CALK -IN" LEAD ANCHORS BEYOND, 0 6-1/4" O.G. HITH 5T'AINLES5 STEEL 56REV6 TO ANCHOR PANELS. I 1. in WDW. HDR. HT. PER PLAN5 HORIZONTAL 20 6- AUCSTEEL STORM PANELS. DIRECT MOUNT TO HALL. ALL BOLTS AND HASHERS 16- HILL BE STAINLE-55 STEEL.. MOUNTING AT 51DE5 OF OPENING, ,fl 16- TYPICAL ALL WINDOW OPENINGS. 1 5/8" THK. TEXTURED STUCCO FIN15H OVER bxbxl6 GONG. BLOCK TYP WINDOW W/SUTTE DETAIL A3 OPTIONAL GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK 5ET IN 5EALANT AND SECURED W3-1/4" x 1/4" (MIN) t} Qo o Q .. / a . rAPGONS AT 8" G/c. 0 0 1G DOOR TRIM DOOR FRAME FA5TEN TO BUCK W (2) #6 6ALY. x 2" 3GREW5 0 2'-O" O/C DOOR TRIM PERIMETER CAULKING STUCCO FINISH HEAD/JAMB DETAIL (DOOR) AC DOOR THRE5HOLO T IN BED OF CAULK $ FASTENED TO 51LL W#8 x 1 I/2" SCREWS ® IB" O/G PERIMETER CAULKING FLOOR COVERING O o o o� 'O GONG. FLOOR SLAB PERIMETER CAULKING CONCRETE 5LAB SILL DETAIL (DOOR) 14 6#, I" MTL. STRAP. ONE ON EACH 5TRIN5ER WITH THE EXCEPTION OF A 5TRIN6ER ON AN OPEN SIDE WHERE THE 5TRIN6ER ENDS ON THE OUTSIDE EDGE OF A DECK. IN ORDER TO CONTINUE A 2x12 FASCIA 14 6A. 5%. STRAP SECURED TO SLAB W/ DRIVE FOR THE RAILS. EACH STRAP 15 NAILED TO THE END OF THE STRINGER PINS AND NAILED TO E30TTOM OF STRIN6I:R W/ AND SECURED TO THE DECK WNAILS OR DRIVE PIN5 DEPETlfIN6 ON 16d NAILS ON EACH STRINGER WHEATHER h4000 OR CONCRETE. IN CASES HHERE STRAP CANNOT BE SEEN AFTER DRYWALL 15 HUNG, THE STRAP WILL START FROM THE UNDERSIDE OF THE STRINGER AS SHOWN. WHEN 5TRAP CAN BE SEEN STARTING POINT E HHEN STRAP CANNOT BE SEEN STARTING POINT TOP RISER SHALL BE SECURED TO DECK DEPENDING ON CONDITIONS: 2x4 P.T. SECURED TO SLAB hV 3" DRIVE PINS. 1) WOOD TRUSS OR LANDING W/ 5 I6d NAILS 5T STAIR SECURED TO 2x4 W/ I6d NAILS FROM THE FIRST RISER TO THE 2x4. NOTE THAT 2x4 P.T. 2) R PAP SLAB W/ 4 3" DRIVE PINS . 30# DOES NOT NEW TO 60 FROM STRINGER TO 5TRINCER. 3) I PAPER NiEEIETHEESGONG. 4 STAIR. 3) IN GASES WHERE SLAB 15 TOO THIN TO HOLD DRIVE PINS PROPERLY, 1/4" TAPGON5 WILL BE USED INSTEAD 0 THE TOP RISER AND THE STRAP ATTAG44IN6 TO THE SLAB. A STAIR DETAIL ) 3 STAIR DETAIL PRE-EN6. HOOD ROOF TRUSS'S 024' 0/G TYPICAL YVAPPROVED 6ALV. TRUSS ANCHORS SEE FRAMING AND BRAGIN6 PLAN 12 SEE ELEV / DBL TOP PLATE -- R:-Iq SUGRA5EAL SPRAY FOAM INSULATION. (SEE E`.NER6Y GALG) 1/2 THK GYPSUM WALL BOARD TYPICAL • 2xb LANDING H/ 5/4" GI PLYWD. 6LUEO 4 NAILE MEMBER:5 ARE 16" 0/G MA LANDIN6 5EGURE O TO E3Ll' WALL W/ 3' DRIVE PINS 12" O/ 2x4 P.T. 5EGURED TO BLK. WALL W/ 3" DRIVE PINS 0 12' 0/0 DIRECTLY UNDER LANOlN6. FILL COLUMNS AND LINTEL 50LID W/ 6ROUT T.OB.13. #3 VERT. TIES ONLY AS READ. SEE LINTEL SCHEDULE HIGH 5TRENC7H PRECAST LINTEL t •.) W/REINFORCIN6 A5 REOD. SEE LINTEL 5CHEDULP COLUMNS BEYOND SEE FOUNDATION PLAN ---I t P TYPICAL DETAIL LINTEL A4 AT OPENING b"xb" FILLED OPENIN65 <= 6'-0": CELLS SEE PLAN PROVIDE b"Xb' MIN. AND COLUMN BOND BEAM COURSE 50HEOULE FOR :::::::::......... :..:? ::::..... W/ 145 MID. OR REINF. °� b"Xb" MIN. FORMED ................... ...... MASONRY GONG. SILL W/ 2-#5 MASONRY OPENING MID. WALL OPENINGS > 6'-0": 1a PROVIDE b"Xb" MIN. BREAK AWAY 5112E 1.. BOND BEAM COURSE OF 'MASONRY z• 4 • 245 MID. OR COL." FOR -1-. ;4 =-=- "511Xb" MIN. FORMED d. GONTINUOU5 POUR ...::::::::............::...:...........: ........... GONG. SILL W/ 2- :< MID. PROVIDE 6" MIN. �; I' _....;'.............:. PROVIDE 8"xb" .. ) PENETRATION EA. 4b" MAX. FILLED CELLS W/ END 4 TIED TO E45 VERT. DOWEL VERT. REINF...::::::::.::::.::..:.... °. HOOK N/ STD. AGI EA. END 0 4'-0" FOUNDATION OR INTERMEDIATE ` ` 1.; ~ •.. O/G WHEN OPENING BEAM •.. . ' ° 1- _ •..°, EXCEEDS 4'-0" -�•- :;-+-s----�WIDE 4 SILL REINF. AT MASONRY OPENINGS T( YP.) 5/4" = I'-O' --- I" 5TANDIN6 MTL SEA11-1 ROOFING OVER (PEEL 4 STICK MEM13RANE ROOFING OVER Ig/32' EXT GRADE COX PLYHV. FASTEN MTL (ROOF PER MANUFACT. 5PECIFIGATION5 FOR 165 MPH WIND PER F.B.G. 2014 5th EDITION (SEE DIAPHRAGM SCHEDULE FOR NAILING PATTERN �"--� SEE 2nd FLR TN'L. 4� GONTIN. 6ALV. MTL DRIP OVER 2x6 WOOD FASCIA ON TRU55E5. 12" O.H. USE VINYL COVERED FA501A AND VINYL VENTILATED SOFFIT. SYN. STUCCO OVER DENSE 6LA-% 60LD BIRD OVER TYVEK BLD6 HRAP OVER I`% y THK GVX EXT 6RADE PLYW000 OVER 2x6 HOOD STUDS 0 16' O/C. TYPICAL. PLACE EXPAN510N JIOINT5 PER SYN. STUCCO MANUF. REQUIREMT5. -2x6 BLOGKIN6 0 MIDPOINTS TYPICAL -R-Iq BATT INSULATION TYPICAL ON ALL EXTERIOR HOOD WALLS 2x12 5TRINCER5 TYP DING SECURED TO A P05T W/ ONE (1") 14 6E 5TL. STRAP W/ 4AIL5. FILLED revisions no. date BREAK AWAY 5112E OF MA509RY COLUMN FOR CONTINUOU5 POUR 5EE BEAM SCHEDULE FOR REINFORCE? W l i c3ne PAR -............................................ 1 drawn PAR checked SsmAR FILL COLUMNS SOLID b"xb" FILLED CELLS date 10/17/16 W/ PEA GRAVEL CONGRLTE SEE PLAN AND COLUMN 5CHEDULE FOR REINF. S c a I e 1/4" = 1'-O' (VNA) TYP TYPICAL CHANGE IN job no. I6-0011. MC6 '\%A._4_0,J BOND BEAM HEIGHT 7� .. _ .. b"xlb" BOND BEAM (PER 1 SCHEDULE) b"xb" PRECAST LINTEL. FILL COLUMNS AND LINTEL 50LID E. H/ 6ROUT :{ b"xb" FILLED - CELLS W/ 1#5 VERT. (TYP) TYPICAL DETAIL LINTEL ON COLUMN EAT) TOP RAIL 2x WOOD OR PVC, PIGKE`f5-- / SPACED TO REJECT A 4' VIA SPHERE BOTTOM RAIL 'ki 1 nkfall10p I rMly PT 2X2 MIN CONTIN BATTEN H/3/I6" X 1-1/4" EMBEDMT TAPGON5 0 24" O.G. 0 a Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 �W W H U� � p W � ®z N Q c _ U N Li) W C� J W U J project NNW NAILS 0.12 VIA. SHANK 516" VIA QUANTUM ENGINEERING ASSOCIATES INC. HEAD 1-1/2" LONC 0 6' O.G. (WHITE) QUAD PANEL ALUM/VINYL VENTED SOFFIT "AMC" N,__J-CHANNEL 0,0155 THK ALUM W/T-NAIL 0 12" O.G. TO G55 4 Ib 6A 1/44 55 STAPLE W/ "I/b" MIN EMBEDMT 0 24" O.G. TO PT 2X2 Structural Engineering BATTEN. (MIN) A3 SOFFIT ATTACHMENT DETAIL cost Segregation OPTIONAL 1/4" THK xb"xl2" 5TL PLATE WELDED TO TOP LEFT AND TOP RIGHT SIDES OF STI. ANGLE BOX. SECURE W/(2)50" DIA) N.A. 0 b" O.G. INTO EACH PLATE. 4" MIN EMBED TYP. THRU-OUT 300 AVENUE OF CHAMPIONS ................. =- �_I/0•" THK x2"x2" 5TL ANGLE PALM BEACH GARDENS, FL 33418 94 1�ELDEi7 INTO BOX SHAPE FAX 5202. 6.24 - - - - - - ADD DIAGONALS - I EACH 5112E FAX 561.296.2494 __- �_ I WWW.QEASSOCIATES.COM - - - - -_ PAINT ALL SURFAGIS FOR RUST _. PRE1/ENTION I/4' THK 5TL CENTER RIB I/4" THK 5TL BASE BOLTED TO WALL �5T SECURED TO SLAB (5/b'" DIA) W.A.. I2" O.G. (3 MIN) SIZE OF nANCHOR SHOT A BASE TO BE DETERMINED BY 6.G. PINS TO SLAB AND P TO POST. FILL ALL A3 A/C SUPPORT DETAIL THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, CRADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. drawing SECTIONS & DETAILS Wed• revisions no. 2ND FLOOR ELECTRICAL PLAN 50ALE : 1/4a = 1'-0" (1) 5E75 OF (5) #2/0 AW6. 7" IN I-I/20 CONDUIT (/YW ' OF 0) #2/0 AW6. 7W IN 1-I/2a CONDUIT uAn PAN N_ aA u DI `-"' 0 2OOA 2 PANEL 200 A aa2A 1 #4 CU. 6ND. WIRE TO COLD WATER PIPE AND 1-5/8a 6DX 1O' CU �NTAL GROUND ROD AND TO ONE REINFORCEIN6 BAR IN =H == THE FOUNDATION 20'-Oa LONG MIN. ELEGTRICAL RISER DIAGRAM A PROVIDED ELECTRIC SMOKE DETECTORS V!llI,H BATTERY BACK . LIB IN ALL. SL.EEPINIn, AREAS AND S "L4:I6i LANDING WIRED 80 THAT THE ACTIVATION ANY DETECTOR WiLl, ACTIVATE ALL.. 200 -AMP PANEL'A' 100% GALL. 5WR WIRE 51ZE DE5GRIPTION # # DE5GRIPTION 51 Wt t GALG. IOOSK 10,000 A 0-(2) R ... 06 .... AHU #1 ....... 1 3 2 4 CU#1 #6 R 042) A A - . . . . 5,000 . . . . . . 30-(2) . . . . . R . . . . #10 . . . . DRYER . . . . . . . . . . . 5 6 RAN6E . . . . . . . #6 . . . . R O-(2) . . 12,00 . . . . . . - . . . . - ................. - 2,100 20-2 R #12 .... DISHKA&iElk ........... DISPOSAL . q II 101 DED CARPORT #12 R O-(I) 1,500 - 121 WASHER #12 R O-0) 1,500 - - 1,500 20-0U R #12 REFRI5. 1514 MICROWAVE #12 R 20-(1) 1,500 - - 1,500 20-0) R #12 APPLIANCE 15 16 HP 6FI #12 R O-(I) 1,500 - - 1,500 20-(I) R #12 APPLIANCE 111 16 WP 6FI #12 R 0--(I) 1,500 - B 345 15-0) R #14 BREAKFAST A 20 KITCHEN LTG. #14 R 1541) 345 1 5 B 345 15-(I) R #14 BREAKFAST 211221 E PET. *12 R 20-(I) 400 1 - 5 345 15-(I) R #14 LIVING RM 25 24 M BATH #14 R 1541) 345 5 * 345 15-0) R #14 LIVING RM 25 26 BEDROOM #14 R 1541) 345 5 5 345 15-(1) R #14 HAIL LITES 2*7 28 BEDROOM #14 R 1541) 345 5 - 1500 20-(I) R #12 I.C. / ALARM 2cl 5C BEDROOM #14 R 1541) 345 5 * 345 15-(1) R #14 M BErJRM SI 3 FLD005. #14 R 1541) 345 1 5 * 345 15-(1) R #14 M BEDRM 5554 BEDROOM #14 R 1541) 345 5 - - - - - SPACE 5559 INSTAHOT .......... #8 .... R .................... 4:2) 6500 - - - - - - SPACE 5-1 - - - - - SPACE 8 INSTAHOT #b R -(2,) 6500 - - 41 10,00 16,115 A.I.G. RATING 10,000 35,315 - TOTAL ALL PANEL5 51,450 Ist 10000 at 100% 10,000 REMAINDER AT 40% 16,512.0 A/C LOAD AT 65% 6,500 TOTAL = 55972.0 / 240 = 13i.bO AMPS 6.r, MAY COORDINATt W/OWNER THE 5ERNERATOR POYeR kEGUIREMENT5 6 PANEL CONFIGURATION FOR ADDING A PORTABLE EMERGENCY 6ENERATOR. 1ST FLOOR ELECTRICAL PLAIN 5GALE : 1/4" = 1'-0" ELECTRICAL SYMBOLS DUPLEX RECEPTICAL 5WITCH TELEV15ION JACK ® 5MOKE AT 12" A.F.F. I 51NGLE POLE nl PREtNIRED DETECTOR DUPLEX RECEPTICAL 5WITCH e AT BA5E s THREE WAY ® DUPLEX RECEPTICAL �j 5WITCH � AT b" ABV. COUNTER 4 FOUR WAY O DUPLEX RECEP77CAL 5WITCH FLUSH IN FLOOR IR RHIOSTAT ® DUPLEX RECEPTICAL 5WITCH II GROUND FAULT I ® DIMMER DUPLEX RECEPTICAL p 5WITCH TOP REC. 5AITCHEO K KEYED ® �{ DUPLEX RECEPTICAL ® I 5ECURITY WATERPROOF KEYPAD DUPLEX PECEP77CAL (( JUNCTION uc UNDER COUNTER L� BOX ® 220 V. RECEPTICAL E�T 3AITCH AT 12" A.F.F. DISCONNECT OT HVAC O PADDLE FAN W/ OR WO/ LIGHT rHERM05TAT INTERCOM AT 60" A.F.F. FLOURE5CENT LIGHT FIXTURE ® TELEPHONE OUTLET- INCONDE5CENT LIGHT AT 12" A.F.F. FIXTURE CLG. MNTED. TELEPHONE OUTLET{ INCONDE5CENT LIGHT FLU5H IN FLOOR FIXTURE WALL. MNTED .6PEAKER Lj HI HAT IN CLG. CLG. MOUNTED ZECURITY V p HI HAT �IGHT5 VAPOR PROOF F.Pl L. METER n I-1 s DISC. BREAKER PANEL (� EXHAU5T FAN F L EXHAU5T FAN p� LV DOOR Y RELEA5E n VOLUME Y CONTROL NOTE: — — — — — — —— - GENERAL CONTRACTOR TO COORDINATE FINAL HVAC LAYOUT WITH TR J55 COMPANY BEFORE TRU55E5 ARE BUILT. NOTE:------- J ALL BEDROOMS MUST HAVE ARC FAULT INTERRUPTION L--------- J NOTE TO GENERAL CONTRACTOR: ALL ELECTRICAL TO BE FIELD VERIFIED BEFORE INSTALLATION A.I.C. CALCULATIONS (2 x 40 x 26,1114)1(5000 x 240) = 1.75 1/I+1.75=.56 .36 x 26,194 = 9525.011 A.I.G. OF SERVICE = 9525.09 A.I.C. RATING OF PANEL = 10,000 ELECTRICAL NOTES: A. HEAT 5 RIP LOAD 60VERN5 OVER CONOEN50R UNIT LOAD. B. 6ENERAL L16HTIN6 CALCULATED a 1,606 (50.FT) x 3 (WATT5 SO.PT) = 4,616114 OEN1T6.CIR) = 344.14 (WATT5/EA) C. CONDUIT 51ZE. OR 345.0 WATT5 D. 5EE SUB -PANEL CALCULATION5. R. BRANCH CIRCUITS RUN IN ROMEX. D1500NNECT CALOULATION5: PANEL. 'A' TOTAL (NO A/C) = 51,324 1st. 10,000 0 100% = 10,000 REMAINDER s 40% = 16524.6 A/C LOAD ® 65% = 6500 TOTAL A' 33,02q.60 / 240 = I37.64 THE DI-51 GN PROFE55I ONAL A55UME5 NO LIABILITY FOR. IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5. ALL FIGURE5 TO BE VERIFIED BY A L I CEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON57RUCTION. designed PAR drawn PAR checked 55/PAR date 10117176 50011e 1/4a=I'-0aORO) W W u� rr 0 W LL ® 7 u < 10 DL H Lo Cn LU D owe J Z Cn project Ql[A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOC IATES.COM drav4ire FLOOR ELECTRICAL PLANS TU== I II AAIG. e^kIf=^0U 'T/1 C 01' - -I^IA ! AG/C 01_I/1 PILING NOTES: I. PILINGS TO BE 14" DIAMETER BY 2"1'-0" MIN. LENGTH OR REFUSAL DESI&N CAPACITY - 25 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 543-R-00. REINFORGIN& = (1) r x 23'-0'. EXTEND 15" ABOVE T.O.P. ELEVATION 2. AU6ERCA5T PILES ARE PLACED BY ROTATING A C.ONTINIUOU5 FLIGHT HOLLON SHAFT AUGER INTO THE 6ROUND TO A PREDETERMINED PILE DEPTH. HIGH STRENGTH &ROUT SHALL BE PUMPED WITH SUFFICIENT PRE55URE A5 THE A 16M 15 HITHDRAHN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO GAUGE THE LATERAL PENETRATION OF THE &ROUT INTO SOFT OR PoUROU5 ZONES OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF &ROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RAI51N5 OF THE AUGER 50 THAT THE HIGH -STRENGTH 6ROUT HAS A 0I5PLAGIN& ACTION REMOVING ANY LOGE MATERIAL FROM THE HOLE. THI5 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDANT ON WHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. 3. AUGER GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 P51 AT 25 DAYS. SEE CONCRETE NOTES ON SHEET C-I FOR ALL OTHER CONCRETE. GRADE BEAM/SLAB NOTES: 1. FLOOR SLAB THICKNESS 4 REINF. TO BE PER PILING PLAN ON b MIL V150UEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. 2. ALL REINFORCING STEEL. TO BE GRADE 60. 3. 6RADE BEAM AND PILING DE51&14 BASED ON 6EOTEGHNIGAI- REPORT PROVIDED BY A FLORIDA REGISTERED 6EOTECHNICAL EN61NEER. 4. AFTER STANDARD GLEANING AND 6RUBBIN6 HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR HITH A MINIMUM OF FOUR PA55ES TO THE EXISTIN6 6ROUND. 5. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. b. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHAN6E5 IN DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. NAY. 1. CONCRETE FOR GRADE BEAM AND SLABS SHALL BE 5000 1 `5I MIN. MAXIMUM WATEWCEMENT RATIO MUST NOT EXCEED 055. 6. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR THROUGHOUT (T.0) BEAM A5 INDICATED ON BEAM SCHEDU'L.E. STIRRUPS SHALL BE TYPE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL OR51 BAR BENDS UNLESS OTHERNI5E NOTED. q. ALL 6RADE BEAM (MARK "66") BARS SHALL BE CONTINUOU5 UNLESS OTHERWI5E NOTED.ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETEIZ5. 10. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER 50PPORT'5 WITH TOP BARS FROM ADJACENT BEAMS. (LINO). II. ALL ADDED LOOITUDINAL BEAM REINFORCINI6 SHALL EXTEND 6" MINIMMUM INTO SUPPORT UNLE55 OTHERHI5E NOTED. 12. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING 5TEEL AFEA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLASS "A" TENSION LAP SPLICE ON EITHER 51DE OF SUPPORT. 15. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW 6RADE-2" UNFORMED CONCRETE BELON 6RADE-3" FASTEN O.T. TO EACH - STUD W/USP MSTA24 N/ 4-10d NAILS E.E. FASTEN STUDS TO TOP 4 - BTM. PLATE H/ "U5P" 5PTH 4,6, OR 6" STRAP N/6-I0d NAILS EA. 51M OF STUDS 2x5TUD 0 16' O/G ...,_-2xb BLOCKING PER 11ZU55 PAR - FASTEN TO EACH STUD W/ �1 3-16d NAILS MOOD ROOF L TRU55E5 a 24" O/c, HAN&ER8 BY TRU55 MAW. I' �6'11111111111 � CONNECTION DETAIL AWERGA5T PILE - 14" DIA. x 2-I' LONG TYP. H/ #1 x FULL LENGTH 4 (5) #5 GAGE K*4 TIES 0 12" O.G. (EXTEND PILE 3" INTO GRADE BM) I I I I I I I I (1) - #-t VERTICAL I I 1 I I I FULL DEPTH OF PILE (5) - #5 fi - r rt VERTICAL W/ I I I #4 012" O.G. I I I I I I I i I L_L1 I I I I I i _ 1-I I I I I r-r_T I I I ;ry' r-r__t I I I I I I I I I I I I L_LJ 14" 1 1 1 L_L J 1--r� I I I T"-f I I I fi-rrt SEE SOILS REPORT B.O. PILE 14" TYPICAL AUGER PILE 1/4' THICK PLATE - HAN6ER N 4" Xk5H BOLTS m m N ROOF 5HEATHIN& (5EE PLAN) ° ° O °° O O O O 2x6 BLOCKING 0 b'-O'" 0/6 FASTENED TO TRU55 EA. END N/ (3) I6d TOE NAILS / 2x8 BRACE 0 6 -0O/C W/ (10) I6d FLOOR TRU55E5 NAILS, EA. END GONG. 'TIE -BEAM OR DOUBLE MASONRY BOND BEAM REQUIRED PER SCHEDULE SECTION ELEV. -T.O. k s6.1 CONNECTION DETAIL SEE PLAN 2x6 P.T. BLOGKIN& 0 6-0" 0/0 (1) ROW OF IOd NA15 at 6' o% INTO 2x6 PT LEDGER x CONT. w/(2) ROWS OF 0.145" VIA. P.A.F.s at I6' olc 0-1/2" EMBED), 5TA66. LISP "HTA 20" EMBED STRAP at 4'-0" olc wl (10) IOd x 1-1/2" L6. INTO 2xbxb'-O" LON& SP FLAT BLOCKINI6 INSTALL 10d x 1-1/2" of 6' d/G 16" INTO 2xb FLAT BLK16 3/16v i 1 I FASTEN EACH END TO TRUSS W/ 3-16d NAILS (4) $/8'DIA. I LISP H&AMIo CLIP H/ (4) J" W x2' LON5 TAPGONstnTEN5 To �� ANCHORS � � BEAM 4 (4) I/4'XI-I/2' SGREhIS TO BI_OGKIN6 2x8 BRACE 0 6'-0" O/G On MIN. EMBEDB MASONRY BOND BEAM ) * CONC. TIE BEAM H/ (10) I6d NAILS, EA. END (SEE PLAN) CAPACITY: * PROVIDE 4" MIN. EDGE DISTANCE TO EDGE OF 265 plf LATERAL a 1.53 FLOOR SHEATHING CONCRETE OR MASONRY (SEE PLC 14 8 CONNECTION DETAIL 1. CONNECTIO DETAIL S1.1 ,, °° ° - FLOOR 5HEATHIN& NAIL &ABLE END BLOGKIN6 - 51MFWN H4 HURRICANE CLIP Iq/32" ROOF PLYNOOD. NAIL PER DIAPHRAGM SCHEDULE SEE TR 155 CONNECTOR SCHEDULE SELECT CONNECTOR 5HONN ON BRAGIN6 PLANS INSTALL. PER. MFR. SPECIFICATIONS _ SEE PLAN T.O. WALL GONG. TIE-BFAM OR BOND BEAM b" GP'4J WALL �CONNECTION DETAIL �- - Iq/32" ROOF PLYWOOD. NAIL PER DIAPHRA6M SCHEDULE - PRE -EN&. WOOD TR.U55 5 SEE TYP. NAIL SECTION FOR ACTUAL HEEL AND O.H. CONDITIONS LISP RT16A or RTIb-2 CLIP W/ (q) IOd x 1-1/2' NAILS TO TRUSS 4 (6) 10d NAILS TO PLATE ELEV -STRAP DEL. TOP PLATE TO ®e STUDS W/ U5P "5PT144,6 OR 6" 2x STUDS U-STRAP OVER TOP PLATE AND 0 Ib' O/G DOWN EA. SIDE W/ (6) IOd NAILS PER. SCHEDULE BLOCK SEE PLAN EA. LOOKOUT TO aTRUSS W1 ROOF SHEATHIN6 (SEE PLANT (TYPICAL) PER FRAMIN6 PLAN 2x4 DIA60NAL BRACE (4) bd NAILS EA. MEMBER NAIL PER 50HEEOULE 50LID BLOCKING a 4'-0" 0/0 VERT. MAX. 2x6 STUDS a 16" 0/0 RESTRAINT LOCATION AS 7 2x4 LOOKOUT FOR _ _ SHOWN ON PLAN O.H. 0 I b" 0/G O ° CONT. 2X6 RIBBON NAIL TO CONT. FASCIA BOARD ° °�� MAX. UPLIFT = 15" EA. STUD. H/(4) Ibd NAILS F/ MAX. = 600# (SEE HALL SECTION) 2xb P.T. BLOCKING 0 6'-O" O/G F2 MAX = 645# TOE NAIL NAIL TO LADDER W/ 16c1 NOTCH 4 FASTEN EACH END TO 161, MAX. TRU55 W/ 3-I0d NAILS 2x4 BLOCKING I LISP H&AMIO CLIP W/ (4) 5/16" 1.1 ROOF 5HEATHI N6 NAIL ANIGHORED TO LOOKOUT I x2' LONG TAPCONS/TITEN5 TO CONNECTION D E TA I L PER. SCHEDULE N/ (2) I6d TOENAILS 6 BEAM 4 (4) 1/4"XI-1/2" SCREW5 I41/32" ROOF PLYHOOD. NAIL TO BLOCKIPI6 SHEATHING NAIL I ,,�--- PER DIAPHRAGM SCHEDULE PER SCHEDULE GONG. TIE BEAM or PRE-EN6. WOOD TRU55E5 SEE MA50NRY BOND BEAM TYP WALL SECTION FOR AGTTJAL T PLAN 2xb BLOGKIN& - FASTEN �';/I HEEL AND O.H. CONDITIONS - TO EACH 5TUD W/ (SEE PLAN) - U5P HTX20 W57 STRAP T.O.&.T. (2) IOD TYP. 3-16d NAILS FASTEN TOP PLATE d TRU56 W/ STRAP STUDS TO GIRDER EA. TRUSS HOOP ROOF TRUSSES 0 CAPACITY: J NAIL5 PER SCHEDULE AS READ. • KN5P M5TA24 H/(q) IOd 24" 0/G 3qb plf LATERAL 0 1.33 LISP H6A10 ANGLE W/(4) Y4"A4�" NAILS EACH MEMBER \ WD. SCREWS INTO TRU55 4 TOP 1i7U55 MANr= ELEV B% . \_ PLATE XX 2x4 LATERAL BRAGIN6, LOCATION 1. CONNECTION DETAIL _ - STRAP DEL. TOP PLATE To SOS A5 5HOWN ON PLAN REINFORCE VERTICAL MEMBERS OF 2x STUDW/ U S ® 5P "SPTH4,6 OR 6" U-STRAP ND GABLE EFASTEN AT EA. BEARING POINT W/ CABLE END TRIJ55 W/2x4 T-BRACE AT 16" O/c, OVER TOP PLATE AND DOWN EACH L PRE-EN6. WD. TR1J55ES TRUSS CONNECTOR PER 5GHEDULE. HOLD (SEE PLAN) SIDE W/ (6) 10d NAILS (TYPICAL) BLOCK PER PLAN DO OP CHORD FOR LOOKOUT PLACEMENT P VIEW EA. VERT. w/Ibd NAIL 0 6 O/G EN6H d 0 qO 6r.AN TRUSSES MEET - - 50LID BLOCKING 0 4'-0' O/C . OTHER O 90 DEG. ANGLE OVER COL. -� VERTICAL MAX. OR AT PANEL JOINTS EXTEND WALL 5HEATHIN& eh AT TFE BRACE LOCATION. (SEE FRAMIP&S PLAN) PAST 6.T TOP CHORD CONNECTION DETAIL ALLOWABLE UPLIFT LOA03 61RDER TRUSS SEE END VERTICAL BLOCK FA5T'ENERI TOTAL FA5TENER5 INTO EACH MEMBER �FRAMING PLAN BY TRU55 MFR. 51ZE 6 6 ID 12 - PRE-EN6. FLOOR TRU55E5 /�? I/4' STEEL 5EAT 10dx1-1/2' 1260 1260 1345 1530 5EE FRAMING PLAN PER TRU55 MFR-' - HANGER BY TRUS5 MFR. "*"NOTE: (3) 5TRAP5 MAYBE USED TO TRIPLE THE TABULATEV CAPACITY.*** CONNECTION DETAIL 1.1 4" 51.1 CONNECTION DETAIL (2) #4 6" GONGRETE #5 TOP STEEL. 6" GONG. SLAB -7 (Fl.. PERffi-E I BLOCK WALL OVER INTERIOR 1 1/2" BLOCK OR SEAS REINF., SEE PLAN. GRADE BEAM (SEE PLAN) FRAME HALL RECESS 6"GONG. SLAB #4 0/6" x 4'-0" BEAM REINF., VARI (5EE PLAID 1 - BEAM REINF., SEE SGHED. 40 ° HOOK < I SEE 5GHED. SLAB REINF.,:d TYP. ENTIRE 14 ` - SEE PLAN. - �° - 6' GONG. SLAB PERIMETER I` =as=Az -ems. - SLAB RE1NF., 41 a SEE PLAN. • I . d " 4 J. d d d d Q - a BEAM REINF. SEE SCHEDULE d wr ° ° - 5a- r . SLAB REINF., SEE PLAN. d m 6" GONG. SLAB 51 A8 REINF., . �. SEE PLAN. HOOKD SLAB -5 "- _ STIRRUPS, SEE SGHED. nl TO BEAM, 11'P • ;` 1 c`ry 6" GONG. SLAB `.' (EXCEPT GARAGE) = BEAM RE/NF., 5EE SGHED. Rr "Z" ARG TO ATCH PILE DOWELS, SEE STIRRUP5, SEE 5GHEV. �0 SEEE PLAN. BEAM, ° r ST SEE SCHEDULE 5TIRRUP5, SEE 5GHIED. 51-AB STL. L -`OG LE - PILE DOWELS, SEE PILE DOWELS, SEE 3'-0" MIN. PILE DOWELS, SEE , SCHEDULE. SCHEDULE. BEAM RENF 14" AUGERGA5T SCHfE.DULE. 14' AU6ERCA5T PIL1N& 14" AU6ERGA5T 14" AU&ERCAST 6' 6" SEE ` HM 1611 PIL1N6 14" AU6ERGA5T PILE DOWELS, SEE-- PILIN& PILING PILING SCHEDULE. G13-1 O GB-2 10 a GB-4 O GB-6 O G13-8 (2) #4 s (F.L. PERMETERI bit 6" CONCRETE *4 016" x 4'-O" BLOCK WALL 30" MIN. 30" MIN. SLAB REINF, SEE PLAN. 90° HOOK TYP. ENTI PER/ ' RECE55 2" LAR6ER THAN BASE PL. ALL AROUND,DEPTH A5 REQD. FILL W/6ROUT III I I I I I I I I STEEL COLUMN ANCHOR SOLT5 dBASE _ #4 016' x 4'-0° q0° MOOK TYP ENTIRE 6" GONG. SEAS BEAM REINF., SEE SGHIED. 'T' GONC -% I PLATE PERIMETER ° SLAB d ° I' i SEE S�;HEDULE °A,g -�' ' SLAB REINP, dl SEE PLAN I. I. ° d° ; ° z SLAB REINF., SEE PLAN. 9 '1 - _ ° A 27 d <d d Q GRADE BEAM,- BEAM ROW, SEE d SLAB RE1 , , a <' ADD #5 q0 ° 6" CONCRETE SLAB I tV SEE PLAN. s , 5T1 SSEE SCHEDULE SCHEDULE BTM OF GB-1, d 5EP PLAN a b" GONG. SLAB, BEAM STL: CORNER BARS 0 SEE SCHED. BEAM REINF. SEE!, m _ - , d PILE DOWELS, SEE i J BEYOND d - - - -�-- ALL BEAM STL. 5GHEDULE - SGHEDULE SEE PLAN d 5GHED ° LOCATIONS PILE DOWELS, SEE SCHEDULE. 14" AU&ERCAST PILING 14" AU6ERCA5T----" FOR PAD OR GRADE _ PILE DOWELS, 5EE-- PILING Ib" BEAM INFO. BELOW 4" AUGERCAST 6' 6„ SGf DULE. a GB-7 COLUMN RECESS(9ZI)ING DE DE BEAM TO GRADE BEAM DIAGRAM (TYP.) O GB-5 10, 1 10 C GB-3 Q 16N 114 ® ° �r BLOCK OR MA50NRY (4) 50' DIA. --- 0 ° " - - COLUMN SEE PLAN THRUBOLTS ' 1 EA. GI1RDER ENDD ° - 2X P.T. FASTEN TO COLUMN W/ 1/2" 3 (P WEDGE ANCHORS a 24" O/C VERT. 4 6" MAX. FROM ENDS 02 EXTERIOR WALL SHEATHING 1/4' THICK PLATE - _ VERIFY PV 2 TUBE STEEL SEE 5 ARWALLHIEA SCHEDULE HANGER `� ® TRUSS MF6 �" COLUMN (SEE FOR NAILING REQUIREMEN75. 1 O PRIOR TO FABR. FLAW HOLD 5HEATHM6 AWAY FROM 1. CONNECTION TAI L______-BLOCK MA50NRYWALL 1/4' MIN. OR MA50NRY �o COLUMN SEE PLAN VERIFY H/ TRUSS 4" -2X P.T. FASTEN TO COLUMN W/ 1/2" 0 ry �MFR. PRIOR O PREENS. YCD6E ANCHORS 0 24" 0/0 VERT. 4 f+ FABR. H 2" kV. 61RDER b" MAX. FROM EN05 (2) 3/4 DIA.- - VERT. BLOCK EXTERIOR WALL 5HEATHIN6 THROUGH BOLTS BY TRU55 P1FR. SEE SHEARWALL -SCHEDULE FOR NAILING REQUIREPIENTB. (2) 5/6" DIA. \ - FASTEN TO END STUD H/ I6d NAILS AT 17�KU-BOL76 12" 0/0 VERT. 4 6" (MAX) FROM ENDS 0 1/4" TH. WELDED 4 NOTE: U5E 3'x3"xI/4' 5TL. HA5HER5, TYR, EA. ANCHOR hED A3,I - STEEL SAT. s1.1 CONNECTION DETAIL 3/16O * PROVIDE 5" MIN. F,06E DISTANCE TO EDGE OF GONG. OR MA50NRY r oo,- GONG. TIE-BEAMBOND DOUBLE MASONRY 1/4" BOND BEAM REQUIRED PER SCHEDULE 13 1 i�NDTOP BETYEEN HACHORETO LE96ER AI s1.1 CONNECTION DETAIL STEEL I6dWLSe6"O/C SEE SCALE USP "HTA20" EMBED 57RAP at 4'-O" o% -2x5w 0 160 0/c SECTION SIDE VIEW wl00) 10d x 1-1/2" 1-6. FASTEN O.T. TO EACH - NAIL SHEATHING TO TRU55 AND 13LOCKINO 5TUD W/ U5P M5TA24 W/ -2xb BLOCKING PER 01APHRAGM 56HEDULE. q-10d NAILS E.E. - FASTEN TO 1 1 111 HOLD SHEATHING 114" BACK OFF MASONRY EACH STUD W/ 1-0, 3-I6d NAILS s1.1 CONNECTION DETAIL FASTEN STUDS TO TOP 4 BTM. PLATE W/ 'U5P" 5PTH xxx 4,6, OR 6' STRAP W/6-10d STEEL. COLUMN NAILS EA. 51DE OF 5TUD5 SEE SCHEDULE 3/4" FLOOR 354-EATH.IN6 PRE-EN5. kV. GIRDER CONT. 2x6 RIBBON HOOD ROOF PERT. BLOCK BY TRU55 P - FASTEN TO EACH TRUSSES 0 24" TR 65 VERT. W/ OOG (2) 5/6" DIA. THRU-BOLT& 4-Ibd NAILS. HHAA6ER5 BY INSTALL BLK'6 IN 7RU55 MAC• _ TRUSS MEN> 24" EXTEND WALL SHEATHING 1/4" PAST TOP CHORD a O 0 WOOD FLOOR TRJ55E5 HAN6ER5 BY XX 1/4" TH. WELDED STEEL 0 24" 0/G TR65 MAW If T� 161 CONNECTION DETAIL " SECTION D CONNECTION (2)2x12 P.T. CONTINUOUS --" ATTACH TO MA50NRY W/ SECTION 5/6" DIA' hED6E ANGHOR5 ELEV. 0 12" O/C MAX. TYP. W/ 4' MIN E7 . 51. CONNE:CTION DETAIL THE DEV ON PROFE55IONAL A55UME5 NO LIABILI1Y FOR IMPROPER 5LOPE5, 6RADE5 OR MEA9UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. revisions no. date designed P,aR drawn PAR checked 55RAR date. 1007/16 s c a 1 e% 1/4" = 11-O" (LI.N.0) Job n o . I6-0011 . MG6 Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W ^W Q IH 0 W ILL zz Q �0 l - U W J w U J project Q A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W .QEASSOCIATES.COM TRJCG= 01 A Rile f' ^kI=.0%0U TA CRZ/ - '1^I A ! A GP C •9_ 1 ^ revisions no. date 8'-5 1/2' Vq 1/2' 68-7 ................ ... ............... .-....� .-..- - ......-...�..� .�....... �...- .-....--..:_::::::: (- I- . I -_ -_-� - _- - I L �- m I6B-3 I 6B-1 r 6B-1 1 6B-1 I I B// A--d, I A" ` I 6 GONG MAIN SLAB w/#4 VIA / REBAR 0 12' O.G. EACH WAY BOT. TYP. H -c4v m I-B 12'-4 1/2' 14'-I" — 6B2 — — — — / ~ Ir L— - _ �--J_--j---------- EE G C III I I I�--. ............... ... ... QD .. - . ...... -- B C B 100 =" III / B / Cr- *-C I - 68-2 I _-1L L�---- / 7 7 ;r r .Q' CL* EE CC A D / 41 CC, L_ - _ -- _ -------' A: 1 L— —� s Z, V1R VTR ® J L 2 JIL SOS' �' I � I Z 4141 4'-II 1/2' 41-11/2" 4'-41/2' 4'-4 1/2' W-41/2' v0 'L �C BATHRM 3• 3• Ta• . O PILE & GRADEBEAM PLAN SCALE : 1/4' = 1'-0' REIMFORGEMENT LEGEND A #4 x 4'-0' LONG HOOK BARS TYP. o VOL. TYP. o ENTIRE PERIMTER B (2) #4 FL TOP (TYP) C #4 x &-0" LONG TOP BARS 0 12" O.G. D #4 x 4'-0" LONG TOP BARS 0 12' O.G. 3• <� �`�1�R pTTIG D2�DF UP t MAIN 41 MAIN iO��ER PLUMBING RISER DIAGRAM NOT TO -SCALE M BATHRM �z AIL01MIRE LAUNDRY SLAB PLAN SCALE: 1/4" = i'-ON GRADE BEAM SCHEDULE MARK SIZE REIN!'ORGIN6 #3 HOOPS OR STIRRUP5 REMARKS / DETAIL TOP MID BTM 60-1 I6 "x32' 2*6 2#5 2#7 #5 VIA 5TIRRLP5 0 10" O.G. TYP - EXT XALL DETAIL A 66-2 16'x24' 2#6 205 2#7 #5 VIA 5TIRRUPS 0 10" O.G. TYP - INT WALL DETAIL B, oI6 "x16' 2*6 2#5 2#6 #3 VIA 5TIRRUP5 o 6' O.G. PORCH DETAIL C 6B-3 60-4 16'x24" 2#6 2#5 2*7 #5 VIA 5TIRRUP5 0 10,10.0. STEP DETAIL D 60-5 1651.24' 2*6 2#5 2*7 #5 VIA 5TIRR1P5 0 10" O.G. PATIO DETAIL E, 60-6 16942' 2*6 205 2*7 #5 VIA 5TIRRUPS 0 10" O.G. STEP DETAIL H 66-7 16'x24' 2*6 2#5 2#7 #5 VIA 5TIRRUPS 0 10" O.G. STORAGE CLOSET DETAIL P 604 16"x16.5" 2#6 - 2*7 #5 VIA 5TIRRUPS 0 6' O.G. STEP DETAIL Z COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bxb GONG. &K. W AJLLY 6ROUTED CELL W/145 VERT. EA. CELL G-1 BLOCK • 6'-0" O/G MAX OR AS LOCATW ON PLANS 6x16 G 2 BLOCK GONG. BLOCK K2 AJLLY 6ROUTBD CELLS W/145 VERT. EA. CELL &12 RINKER T324 OR EGIUAL C-3 BLOCK GONG.'O" BLK. ALLY GROUTED W/245 VERT. 3-1/2"x3-1/2"xl/4" PROVIDE STmL GAP PLATE AND SADDLE AS NOTED ON DETAIL5 C-4 TUBE STEEL. 5A5E PLATE 6'x 6" x 5/6" W/(4) 5/6' DIA. WA. W W MIN. aCM. bx16 G-5 BLOCK GONG. BLOCK W/2 AJLLY GROUTED GELl.5 W/147 VERT. EA. CELL THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, GRADES OR MEASUREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR checked 55mAR date 10/17/76 s c a l e 1/4" = 1'-0" N.N.0) Job n o . 16-0011 . MG6 Shawn M. Stambaugh, PE FL. LIC. 61850 - CA. 26210 W W Q H cc O W LL z z Q ::) � —U O `..r �JU U-)WW L O W i- J Z UJ project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing PILE & SLAB PLAN sheet S-1 IJCGC CH AWG /^kIr-^0 A 'rn =.e - -1^[A t AG/C -f_I^ revisions no. date llAqgq ROOF FRAMING PLAN 51,"ALE : 1/4" = 1'-0" SAFE LATERAL LOADS FOR A' PRFr AST 8 U-LINTELS C_�/►,�,r SAFE LOAD PLF LENGTH TYPE 8U8 81`8 �. 2'-110'(34� PRECAST 1293 1642 2135 3'-6' (42� PRECAST 1025 1024 1830 4'-0' (481 PRECAST 765 763 1365 4'-6' (54' PRECAST 592 591 1057 5'-4' (64� PRECAST 411 411 734 5'-10' (701 PRECAST 340 339 607 6'-6" (78' PRECAST 507 721 483 7'-6' (901 PRECAST 424 534 357 9'-4' (1121 PRECAST 326 512 227 10'-6'(1261 PRECAST 284 401 178 11'-4-(1361 PRECAST 260 452 152 12'-0'(1441 PRECAST 244 402 135. 13'-4"(1601 PRECAST 217 324 109 14'-0-(1681 PRECAST 205 293 98 14'-8' (1761 PRESTRESSED N.R. 284 89 15'-4"(1841 PRESTRESSED N.R. 259 82 17'-4'(2081 PRESTRESSED N.R. 194 63 19'-4'(2321 PRESTRESSED N.R. 148 51 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-0*(2641 PRESTRESSED N.R. 116 39 24'-0'(2881 PRESTRESSED N.R. 91 33 M FOR 8" PREGA5T 4 PRE57RE55ED U-LINTELS SAFE IOAD - POUNDS PER LINEAR FOOT U8 8F8-OB 8F8-lB 8F12-(* SF12-10 SF16-OB 81`15-18 8F20-OB 8F20-18 OF24-08 8F24-18 8F28-1B 8IW-W 8F32-18 4605 6113 7547 8974 10394 11809 31$2693 4605 6113 7547 8974 10394 11809 5163 6507 8054 95M 10951 313719 4605 6113 7547 8074 10304 11809 3820 48M 5961 7034 8107 662751 4605 6113 7547 8974 10304 11809 1969 2110 2931 3753 4576 5400 6224 99 2189 4375 6113 7547 8672 10294 118M 1349 1438 1999 2560 3123 3686 4240 17 1663 3090 5365 7547 36 734 19 87 19 1012119 1105 1173 1631 2090 2549 3009 3470 62 1451 2622 4360 7168 45` "19 71819 8328 20 A1238 2177 3480 3480 3031 5381 3707 B360 4383 lTLMJ31 5061 882504) 1238 2177 1011 1729 2632 2205 26M 3191 3685 43 1011 1729 2661 3898 5681 8467 44 6472 15 699 1160 1525 2564 3485 2818 3302 54 752 1245 1843 2564 AN 4705 6390 4 536 800 1247 2093 2777 2163 2536 15 643 1 1052 15M 2003 2781 1 3643 (381 4754 45 552 1 945 1356 1846 2423 1 3127 4006 52 582 945 1366 1846 2423 1 3127 4006 540 873 1254 1684 2193 1 28M 3552 37 540 873 1254 1684 2193 2805 3%2 471 755 1075 1428 163E 2316 2853 96 471 755 1075 1428 1838 2316 2883 424 706 1002 1325 1097 2127 200 ]9 442 1 706 1002 1326 1697 2127 2630 NR MR NR NR NR NR NR R' 458 763 13M 1902 2245 2517 2712 NR NR NR NR NR NR NR .R. 412 710 1250 1733 2058 2320 2513 NR NR NR NR Ni NR NR .R. 300 5" ON 1326 1609 180 2047 NR M9t NR NR NR NR N1 R° 235 420 750 1037 1282 1515 1716 NR NR Ni NR NR NR N1 R' 180 340 598 845 1114 1350 1468 NR NR NR W NR NR NR R' 165 315 550 784 1047 1285 13H NR NR N4 NR NR Ni N4 R' 129 1 250 450 554 1 884 1092 1222 ESIS ARE PERCENT REDUCTIONS FOR SAFE UPLIFT LOADS FOR 8" PRECAST 4 PRE5TRE551 ci►sT-`i�r4r SAFE LOAD - POUNDS PER UNEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T OF16-IT 8F20-1T 8F24-IT 8F28-IT 81`32-1T 98-2T W12-2T 8F16417 W20-2T 8F24-2' 8MI- 1' WU-2T 2'-10' (341 PRECAST 1972 3173 44W 5747 7034 8321 9608 1972 3173 4460 5747 7034 W21 95M " ( .) 3 -6 42 PRECAST 1569 2524 3547 45� 5591 60 '', ,13 7638 1569 2524 3547 4569 5591 60,13 7636 4 -0» (48' PRECAST 1363 1363 2192 3079 3 4853 57'40 6627 1363 2192 3079 3966 4853 5740 W27 4'-6' (541 PRECAST 1207 1940 2724 3506 4292 5C177 5861 1207 1940 2724 3508 4292 5CI77 5861 5'-4' (64' PRECAST 1016 1632 2290 290 3W7 4265 4924 1016 102 2290 2949 3W7 4265 4024 5 -10» (70� PRECAST 909 1492 2093 204 3295 3897 4498 S29 1492 2093 2694 3295 97 4498 6-6» (781 PRECAST 835 12 1340 1880 2419 29N 884038 14, B35 1340 1880 2419 29MM 88 4038 7'-6' (90' PRECAST 7E 23 1021 1 1z 21 11 2571 10 30 10 3508 9 727 11M 1634 1 2102 2571 3039 3508 9'-4' (1121 PRECAST 591 5W 11 15 147 15 1811 15 21;{ 16 2 15 591 851 1328 1705 2084 2483 2842 " 10'-6- (126'� PRECAST 5W 552 914 15 11 15 1458 15 tr32(15 200 15 530 6M 1183 1526 1 1865 Z!04 2544 11'-4" (136' PRECAST 474 485 796 15 1 15 1272 15 151 15 17 15 404 599 tote 1422 1738 2053 2369 12'-0' (144' PRECAST 470 9 441 723 14 938 14 1151 15 13C. 15 1582 15 470 543 928 130 1640 19148 2247 " 13 -4 (1601 PRECAST 418 15 373 80814 78314 962 14 11A{1(14 132114 428 4W T70 1145 1444 11,18 1993 14'-0-(1681 PRECAST � 15 346 559 14 723(14),887 14 10!14 121 14 410 420 709 1050 1434 8 16914 8 1954 14'-8' (1761 PRESTRESSED 239 3231 519 13 671 13 823 13 971 14 11 14 246 390 655 NO 1324 8 162 11 187 11 15'-4' (184' PRESTRESSED 224 302 485 13 628 13 787 13 90?13 1052(13 '230 364 Wo 897 1224 8 15004 180114 17'-4'(208' PRESTRESSED 187 2W 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 124' 14 147 14 19'-4'(2321 PRESTRESSED 162 222 347 11' 446 11I 546 12 645 12 746 12 166 261 424 616 831 8 tai714 1 14 21'-4' (256' PRESTREz ED 142 198 306 11 393 11) 480 11 56] 91 654 11 142 137 230 192 1 369 295 10 531 378 11 713 461 10 903 13 545 11 12LfJl 629 11 22'-0" (2641 PRESTRE, SED 137 124 221 175 354 267 10 508 341 101 681 416 10 Bel 131 491 10 997 13 568(10 24'-0" (288' PRESTRLSED 124 200 318 1 450 1 800 756112 875 1 (if) I Ht NUMt"b IN t IRENTHESIS ARE PERCENT REDUCTIONS FOR GR40 HELD ADDED REBAR. r FLOOR FRA IG PLAN 50ALE : 1/4" = 1'-0" TIE -BEAM SCHEDULE R1=INFORCIN6 43 HOOPS TOP MID BTM MARK; SIZE OR 5TIRRUP5 REMAW5 3x22 2#5 - 246 #3 STIRRUPS ® STEPPED BEAM- PROVIDE (2)#5 Z-BARE B-I IWO 2#5 2#5 2#6 3" O.G. TOP ® DEPTH TRANSITION TYPICAL MASONRY TIE BEAM CONT. UNLE55 NOTED OTHERWISE BB -I 3x16 05 - - NONE READ. (2) GOUR5E5 PILLED CASTCRETE H16H 5TRENOTH LINTEL L-I 3x16 I" - 1#5 NONE REQD. (2) cDUR5E5 FILLED CA5TCRETE H16H 5TRENOTH LINTEL L 2 3x6 - - 1#5 NONE READ. FILLED GA5TCRETE H16H STRENGTH LINTEL L-3 3x20 1#5 - 1#5 NONE READ. ALL COURSES FILLED CA5TCRE7E HIGH 5TREN&TH LINTEL L-4 3x23 1#5 - 1#5 NONE READ. ALL COUR5E5 FILLED CA57CRETE H16H 5TRENOTH LINTEL L-5 3x30 05 - 1#5 NONE READ. ALL GOUR5E5 FILLED CA 7CRETE H16H 5TRENOTH LINTEL L-6 3x40 1#5 - 1#5 NONE READ. ALL GOUR5E5 FILLED CA5TCRETE HIGH 5TRENOTH LINTEL L-7 3x44 I" - 1#5 Pk7NE REW. ALL COUR5E5 FILLED CA5TCRETE HIGH STRENGTH LINTEL L-3 3x4b 1#5 - 1#5 NONE READ. ALL GOUR5E5 FILLED THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED 6ENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION„ designed PAR drawn PAR checked 55/PAR date 10117116 scale 114" = I'-O' (V.N.0) job no. I6-0011. Mc6 Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W �uu T/1 L®L LL V1 z z 1 0 � VJ u� T �r V n Lo ('i i /'lam o�� .J�v �J UJ project QF=IA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W . QEASSOCIATES.COM drawing s a n ■ �, : OILSa MEA Tf== OI AAIG e^klt_^0kA 'r^ ==-/ - 01^IA ! AG/C '1_1^ revisions no. date ROOF BRACING PLAK' • a: EDGE STRIP DINNED A5 THE LESSER of /036 OF LEAST HORIZONTAL 0I1-E610N OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4A of LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST!; FT. - - - - - - iT I I -------------- I i A I I I O - L ----------- /� I NOTE: SEE DIAPHRAGM 2 50HEDULE FOR ROOF \ i ZONE NAILING -�--- ----'- REQUIREMENTS. ROOF ZONE DIAGRAM CANT. 2x4 LATERAL BRACE AT BOTT CHORD OF TRU55E5 AT 6'-0" C FASTEN TO EACH TRU55 W/ (2) 1 NAI BLOCK ALL FREE PANEL EDGES WITI 4'-C" OF GABLE ENDS AND NAIL P ZONE 3. (5EE DIAPHRAGM 50HEDULE) (r 2x4 DIA60NAL BR APPROX.LOCA FASTEN TO TOP # BOT (3) Ibd TOE NAILS A BRACE W/ 0) BRACING LEGEND: PERMANENT 2x4 DIAGONAL BRACE RESTRAINT IN THE PLANE OF THE NEAREST WEB MEMBER AT 20'-0" INTERVALS AT APPRDXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP # BTM. CHORDS WITH 3-16d TOENAILS AND TO LATERAL BRACE WITH (5) IOd NAILS EACH INTERSECTION. (REF: B051). HORIZONTAL BRIDC71NO WITH A MINIMUM 2xb 5TRON65ACK I AT &'-0" 0/0. FASTEN TO EACH TRU55 WITH 3-I0d NAILS AND ATTACH TO PiALL5 OR OTHER RIGID POINT AT EACH END (REF: 15051). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOOR ONLY). PERMANENT 2x4xCONT. LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRU55E5 AT 6-0" 0/6. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES I # 2 (SCE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SCHEDULE) 40 MAX UPLI T TR1155 Dc l FLOOR BRACING PLAN-" • TRUSS CONNECTOR SCHEDULE FA511=NER5 PER ALLOMBL.E UPLIFT PARALLEL LOAD (F2) P02.PaV LOAD (FI) PR017UG7 MARK USP CONNECTOR TRU55 CONG.ITIE-BEAM SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP 51N6LE STRAP DOUBLE STRAP APPROVAL TG-1 HTA 12 (6) IOd x 1-1/2" - 16000 3200 # 660 # 1320 # 5qO # 1160 # FL 17660 TC-2 HTA 20 (10) lod x 1-1/2' - 1615 # 3230 # 660 # 1320 # 5110 # 1160 # FL 176W TC-3 RT16M (q) IOd x 1-1/2" (4) 1/4' x 1-3/4' TAP. 13,15 # 27g0 # 460 # 1160 # 1 630 # 1260 # FL 1073q TC-4 HGAMIOKT (4) 1/4"xl-1/2" W5 (4) 1/4" x 1-3/4" TAP. q15 # 1630 # LOTS # 2150 # 740# 1460 # FL 176gq 1) ALLOWABLE LOADS ARE BASED ON U5P CATAL06 2015-2016 Ed. W BLDR MAY USE LON6ER STRAPS OF SAME TYPE SPECIFIED. 5) U5E GALVANIZED NAIL5 AS 5PECIFIED BY MANUFACTURER. 4) TAPC 6 5HOULD BE LOCATED AT THE FARW;ST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDING PAPER BETN EEN MASONRY WALL AND EACH TRUES. DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL.. FRAMING E06E INTER. EDGE INTER. E06E INTER LOCATION PANEL CRAVE THICK ! 55 5PACIN6 BOUNDRIE5 REMARKS APA RATED SHEATHING ROOF EXPOSURE 1 24" 0/C lod IOd IOd IOd lod IOd IOd BLOCKED A5 SPAN RATING 40/20 , ° 1qC` MAX. 4" O/G, 4" O/G 6" 01C 4' O/C 6' O/G 4' OiC 4" O/C 51 iOWN ON PLAN SECOND APA RATED 5HEATHIN6 1-FLOOR, OR EQ. 24" O/C lod lod IOd GLUED AND BLOCKED FLOOR SPAN PAN RRATING 46/24 23/ " MAX. 6" 0/6 6" 0/C 10" 0/G AS -AWAd ON PLAN APA RATED 5HEATHIN6 NAIL CORNER 5TUD5 EXT. EXPO -%RE 1, OR EQUAL, 16" O/G lod lod IOd A TYPICAL WALL SPAN RATING 40/20 Iq/.32 MAX. 4" O/C 4" O/C 6' O/c: BLOCK FREE m�S 1 I. BRACING ShvWN DOE-5 NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5 PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACING AND WEB LATERAL. BRACING REQUIRE1rENT5. TEMPORARY BRACING 16 THE RE5PON51BILITY OF THE TRU65 INSTALLER AND SHOL L 2 REMAIN IN PLACE A5 LONG AS NECE55ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: SCSI). 2. PERMANENT WEB LATERAL. BRACING 15 TO BE IN57ALLEO AS SHOWN ON ''HE INDIVIDUAL TRU35 ORAWING5 (WEB LATERAL. BRACING 6 NOT SHOWN ON T7415 SHEET). PERMANENT WEB LATERAL. BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEF1EN7BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT' D/A60NAL BRACING (NOT SHOW) IN THE PLANE OF THE kED ME:MBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOU5, W® BRACE. (REF: BC51). 3. PERMANENT' 12IA60NAL BRACING, A5 SHOWN ON THIS 5HEE ' DOES NOT INCLUDE BRACING REQUIRED FOR CABLE END STUDS OR BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD CABLE END DETAIL FOR BRACING REQUIREhENT5. 4. ALL TOP CHORDS ARE A550-W TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A RIGID CEILING 5Y57EM. REFER TO INDIVIDUAL TR65 DRAWIN65 FOR BRACING REQUIRETdENT5 OF NON-5Hf:ATHEP TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TP/ / AC TA BC51: COMMENTARY AND RECOMMENDATIONS %OR HANDLING, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TR 66E-5° APPENDIX C, FOR RECOMMENDED 562ENCE OF INSTALLING BRACING COMPONENTS. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU55 DE51GN5 TO WITHSTAND GRAVITY AND WIND LOADIN55 A5 WELL AS GIRDER CONNECTION5 AND LOALD5 ARE THE RE5PON5101LITY OF TTE TRL66 CC516NER ANCHORAGE OF THE TRU55E5 AND C71R17ERS To THE SUPPORTING STRUCTURE TO WITH57ANO WIND UPLIFT 15 Ti6E RE5PON5161/7Y OF THE PRO.LECT ENGINEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF 5Y5TEM 15 DE516NED FOR BOTH P061TIVE d NEGATIVE PRESSURE AND MEE75 THE REGUIREMENT5 OF 2014 FBC. 5 CATHIN6 COMPRE551014 WEB 5LOPING OR VERTICAL CONTWNUOU5 PERMANENT LATERAL. BRACING (CL.B) PERMANENT DIA60NAL BRACE NAILED TO OPP. 51DE OF WEB PREVENTS LATERAL MOVEMENT AND 5HOULD BE REPEATED AT APPROX. 20 FOOT INTERVALS CEILING FIGURE 36: PERMANENT OIA60NAL BRACING IN THE PLANE OF THE WEB MEMBERS OKU55 FIGURE r.- PERMANENT BRACING IN Ti E PLANE OF THE WE65 FOR PITCHED TRU55E5 HORIZONTAL BRI061N6 WITH A MINIMUM 2xb STRON65ACK CONNECTION TO EACH TRUSS, WITH 3-I0d NAIL5 AND ATTACHED TO WALLS OR OTHER RIGID POINT AT EACH END (REF: BC50. PROVIDE OVERLAP OF AT LEAST 0) TRU55E5 (FLOOR5 ONLY). SEE PLAN FIGURE 3t3: PERMANENT BRACING IN THE PLANE OF THE PEB5 FOR PARALLEL CHORD TRU55E5 LATERAL BRACE PERMANENT WEB VIA60NAL CRO55 BRACING LATERAL BRACE FIGURE3q: PERMANENT BRACING IN THE PLANE OF THE WEB5 THE DE516N PROFESSIONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPES, &RAVES OR MEASUREMENTS. ALL FI&URE5 TO BE VERIFIED BY A LICENSED 6ENERAL CONTRACTOR IN THE FIELD BEFORE 0ON5TRUCTION. designed PAR drawn PAR Chockod 5SRAR date 10/17/16 S c a l e 1/4" = P-O" (U.N.0) Job n o . 16-0011 . Mc'-, Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 rW W P1 H V1 � 0 W LL z z Q 10 U W Cy) LLI w ::DV —J oW� J Z (A protect [=A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering O Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing an an" Waik � 1 i S-3 *rL== OI AAIG /^kIW.^0 A 'r^ CISP - ll^IA ! AG/C "1_1^ revisions no. date 2ND FLOOR MECHANICAL PLAN • 1ST FLOOR MECHANICAL PLAN • THE DESIGN PROFE55IONAL A55UMr-5 NO L I AB I L I T`( FOR IMPROPER 5LOPE5, 67RADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED BY A L I CEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. deSiened FAR drawn PAR checked 56/PAR date 10117116 Scale 114, = V-011 N.N.OJ j O b no. 16-0011. Mcr, F Q rH l�1 0 W LL V1 z z 1 `1 �U N 'fir/ U) LO LO W project Q A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engin eering a Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202,6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM MECHANICAL PLAN ACGC 01 AAIG P/1f.1>=/1OAA 'r^ =/° - '1^1it B Aae= "f_If