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HomeMy WebLinkAboutBUILDING PLANGENERAL N075 FOUNDATION NOTE5 I. TYPE OF CONSTRUCTION: GLr5 V, UNPROTECTED, GROUP R5 OCCUPANCY PER I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X WIAMIA FLORIDA BUILDING CODE. HAM. ON 6 MIL VI50UEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB SHALL FOLLd THE FLORIDA BUILDING GODS AS ADAPTED BY THE 2. CONSTRUCTION SHALLLO FOLEMENDMLOTS. DEPTH AND MUST BE WwoRTED AT V-0' O/G EACH WAY WITH APPROVED MATERIALS. COUNTY AND ALL L 2. ALL REINFORCING STEEL TO BE GRADE (20. 3. BUILDER SHALL COORDINATTALL. THE WORK OF ALL TRADES. 3. COLUMN AND WALL GENTERLINE5 SHALL COINCIDE WITH FOOTING GENTERLINE5 UNLESS 4. BUILDER SHALL REVIEW DRAN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE OTHERWISE NOTED' BUILDER SHALL ACCEPT FULL W;PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRING TO THE ARCHITECT. BAGKGHAR6ES WILL NOT BE 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.5.F., ACCEPTED. DO NOT SCALE DRAIN65. CONTRACTOR TO SUBMIT SOIL BEARIN6 TEST RE5ULT5 OR 501L BEARING CAPACITY REPORT BY A FLORIDA RE615TERM ENGINEER 5. 51,1MIT MINIMUM THREE (5) GOES OF SHOP DRAKIN85 AS, REQUIRED BELOW. 5. ALL 51TE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE 517E b. THESE PLANS, AS, DRAWN ANDiOTED, COMPLY WITH THE BUILDING ENVELOPE SPECIFIC 6EOTEC,HINIGAL REPORT MUST BE STRICTLY ADHERED TO. ENERGY REQUIREMENTS OF THE B.G. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR SHALL FAMILIARIZE HIMSELF WIT THE 6OVERNIN6 CODE IN ITS ENTIRETY AND BUILD b. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CON515T OF IN ACCORDANCE WITH ALL PROV510N5 OF THIS CODE WHICH MAY NOT BE GLEAN WELL GRADED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO SPECIFICALLY ADDRESSED ON TE PLANS AND NOTES. ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR ASTM D 1551-02. 7. BUILDER 15 RE5PONSIBLE FOR 1DEC,nATE BRACING OF STRUCTURAL OR 1. AFTER STANDARD GLEANING AND GRUBBING, HAS BEEN COMPLETED AND APPROVED, NON-STRUCTURAL MEM BER5 DLR'NS CONSTRUCTION. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55E5 TO THE EXISTING b. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN65 TO THE BUILDER GROUND' b. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER q. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND 0. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED WINDOW CHANGES IN DIRECTION. CORNER. BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. UNITS SHALL 015PLAY LABELS SHOWIN6 COMPLIANCE WITH THE FBLG ENERGY CONSERVATION CODE. 10. ALL MONOLITHIC FOOTIN66 HAVE BEEN CHECKED FOR THE USE OF TRANSFER REINFORCEMENT AT THE PERIMETER. RATIONAL ANALY515 SHALL BE SUBMITTED, BUT 11. ALL GONSTRUGTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE ONLY IF REGIUE5TTD BY THE BUILDING OFFICIAL. HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C. IL CONCRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 P51 MIN. MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED Ob5. 51 TE PLAN NOTES BEAM 5GHEDULE NOTES 1. THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN T4ME DOCUMENTS 15 FOR GENERAL LOCATION OF THE HOUSE, POOL, DRIVEHAY5 AND SIM FEATURES ONLY. THE 6.C. OR I SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EE) OF BEAM OR OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED THROUGHOUT (TO) BEAM AS INDICATED ON BEAM 5GHEDULE. 5TIRRUP5 SHALL BE TYPE SURVEYOR AT 50 PEGENT COMPLETION OF PROJEOr. THE SURVEYOR 15 RESPONSIBLE 5-b AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLE55 OTHERWISE FOR VERIFYING BUILDIN6 LOT FIT, LOT GOVERA5E,EA5EMENT LOCATIONS, SET BACKS, NOTED AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR BETWEEN THE ARCHITECTURAL 517E PLAN AND SURVEYORS LAYOUT THE GENERAL 2 ALL BEAM (MARK 'B) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- RE50LVE5 THESE CONFLICTS. 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 Gg4-M, SHALL HAVE A MAXIMUM WATER/CEMENT 5 DROP BOTTOM OF TIE BEAMS AS, REQUIRED AT WINDOW 4 DOOR HEADS (25" MAX) RATIO OF Oh AND SHALL HAVE 3000 P51 COMPRESSIVE STRENGTH IN 26 DAYS ( ADD 24I5 BOTTOM IF DROP EXCEEDS, V. LNLE55 NOTED OTHERWI5E) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI 316-Ob AND AGI 501. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED b" TO FIT BLOCK AGI 550-0b. WORK. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR T. ALL ADDED L061TUDINAL BEAM REINFORCING 544AL EXTEND 6' MINIMUM INTO BARRIER - 3/W BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW 6RADE-20 SUPPORT LNLE-55 OTHERWISE NOTED. UNFORMED CONCRETE BELOW GRADE-3" b. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-04a. SPECIFICATIONS. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH `THE MANUAL q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLA55 "A' TENSION LAP SPLICE BY THE CONCRETE REINFORCING STEEL INSTITUTE LTNLE55 NOTED OTHERWISE. ON EITHER 51DE OF SUPPORT. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING, SHALL BE PROVIDED TO SAFELY 10. MARK 'G" IN REINFORCING GOLUW BETWEEN TWO BEAMS INDICATES THAT SUPPORT ALL LOADS DURING CONSTRUCTION. REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. b. CONCRETE BEAM 51ZE5 MAY INCREASED (b" MAX) AS REQUIRED FOR ARGHITEGTURAL. DETAILS OR FIT BLOCK GOUR5ING, DROP BOTTOM OF TIE BEAM AS, REQUIRED AT WINDOW AND DOOR BEAMS (26" MAX) AND ADD 2.45 BARS BOTTOM IF DROP EXCEEDS b". T. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER OF D0NEL5 AS, VERTICAL BARS ABOVE. b. REINFORCING STEEL SHALL BE LAPPED 45 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 VIA. MIN. q. PLACING DRAWIN65 ON BAR LISTS SHALL CONFORM TO AGIS "MANUAL OF 5TANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. ABBREVIATIONS AFF ABOVE FIN15HED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PA55 BLK. BLOCK BLW. BELOW BR6. BEARING BTM. BOTTOM CL6. GEILIN6 GMU CONCRETE MASONRY UNITS COL. COLUMN GONG. CONCRETE GSMT. CASEMENT DBL. DOUBLE VIA. DIAMETER D15P. 015PO5AL DP DESIGN PRESSURE DR. DOOR DW DISH WASHER E.E. EACH END E:LEG. ELECTRICAL ELEV. ELEVATION E.S. EACH SIDE M.C. MEDICINE CABINET EXT. EXTERIOR M.R.H. MEAN ROOF HEIGHT F.B.C. FLORIDA BUILDING CODE M.T. METAL THRESHOLD F.R. FIRE RATED MAX. MAXIMUM FIR FRENCH DOOR MFR. MANUFACTURER FIN. FINISHED MICRO. MICROWAVE FL. FLOOR MIN. MINIMUM O.T. GIRDER TF4W M.O. MASONRY OPENING GSA. 6AU&E P4ONO. MONOLITHIC 5ALV. GALVANIZED MTL METAL ISM GROUND FAULT INTERRUPT OAD. OVER HEAD DOOR 6L. GLASS O/G ON CENTER 608 GYPSUM WALLBOARD GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT FAST. HEIGHT PS.F. POUNDS PER SQUARE FO01 HP5. HOOPS P5.1. POD PER SQUARE INCH HR HOUR P.T. PRESSURE TREATED HS HORIZONTAL SLIDING PARTN. PARTITION HVHZ HIGH VELOCITY HURRICANE ZONC PKT. POCKET INS. INSULATION PLYWD. PLYWOOD INT. INTERIOR R.O. ROUGH OPENING 1-6. LONG 5L. 50LID GORE LIN. LINEN 5.6D. SLIDING 5LA55 DOOR LT. L16HT 5F 5MARE FOOT L.T. LAUNDRY TUB 5H SINGLE HUNG ELECTRICAL SYMBOLS LEGEND V. RECEPTACLE AT 12" A.F.F. QD DUPLEX RECEPTACLE/ ARC SINGLE RECEPTACLE FAULT INTERRUPT AT 12" A.F.F. DEDICATED DUPLEX RECEPTACLE SINGLE RECEPTACLE B AT BASE DEDICATED 5WITCHEL DUPLEX RECEPTACLE SINGLE RECEPTACLE C AT b' ABV. COUNTER 'D DEDICATED UNDERCOJNTER DUPLEX RECEPTACLE `TF[ GROUND FAULT INTERRUPT DUPLEX RECEPTACLE- ARC FAULT INTERRUPT o I" A.F.F. DUPLEX RECEPTACLE ,,�,� c AT b" ABV. COUNTER DUPLEX RECEPTACLE !'�'[ GROUND FAULT INTERRUPT TOP REG.SWITGHED ARC FAULT INTERRUPT DUPLEX RECEPTACLE TOP REG. 5WITGHED 5WITGH SINGLE POLE DUPLEX RECEPTACLE wP Ft WATERPROOF SWITCH GROUND FAULT INTERRUPT 3 THREE WAY DUPLEX REGEPAIGLE i 5WITGH UNDER COUNTER 14 FOUR WAY GI UADRUPLEX 5WITGH RECEPTACLE fD DIMMER DUPLEX RECEPTACLE f 5WITGH C FLUSH IN FLOOR K KEYED 5M5 SHEET METAL SGRElS 5T. STIRRUPS STL. STEEL 5W 5WITGH 5 D.T. 5HEARWALL OVERTURNING FORGE TEMP. TEMPERED T.D. THROUGH BOLT T.O. THROUGH OUT TOBB. TOP OF MA50NRY BOND BEAM T.O.PL. TOP OF WOOD PLATE TD.TB. TOP OF TIE BEAM TYP. TYPICAL U.NO. UNLE55 NOTED OTHE3RW15E UL UNDERWRITERS LABORATORIES V.I.F. VERIFY IN FIELD H.A. H 06E ANCHORS W/ WITH HIC WATER CLOSET W. WOOD MA�)ONRY NOTES_ PLAN NOTES (GONTV) ELECTRICAL NOTES b. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER I. GONGP ETE UNITS TO BE A5TM C 40-Qbb. A5TM GRADES 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 54ALL VERIFY WITH F.PAL. THE LOCATION OF SERVICE AND SHALL LINTELS AS NECESSARY. (th = ISO() P51) FOR REIN5,PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE 516N CONSTRUCTION. LOCATE METER 4 PANELS AS REGIVIRED. SHALL BE P05TEP NEAR THE WATER HEATER OR ELECTRICAL PANEL. 2. MORN AR TYPE M PER ASTM C 210-01. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55URE TREATED. 2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE. 2. PROVIDE 3" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT Of ALL EQUIPMENT PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 3 GONC BETE FILL (HVAG, EHW, WASHER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVE=L PER F.B.C. GEMENTITOU5 MATERIALS AND THE WOOD AS, PER CODE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE MEGHANIGAL CODE. COPPER OF EQUAL AMPACITY. A. CELL i LINTEL5 AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W 5000 P51 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND PEA 6R WEL CONCRETE, 3. PROVIDE N2 P.T. FIRE5TOP HORIZONTAL o CEILINGS 4 WALL INTER5EGTION5 OR b'-0. BRIDGING USED DURING, ERECTION OF TRU55E5 AND STRUCTURAL 5LA55 TO PREVENT 4. ALL BRANCH GIRCUITS IN RACEWAY OR NON METALLIC 5HHEATHIED GABLE. O/G VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 105. COLLAPSE OR DAMAGE. B. THE H IX DESIGN SHALL BE APPROVED BY THE ENGINEER. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 4. ALL GLAZING WITHIN 24"(4b" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE 11. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND CONSTRUCTION. C. ALL, ONGRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q"-II' MAX., WHICH TEMPERED. ALL WINDOWS, OR OLA55 ENCLOSURES AT OR WITHIN 36" OF TUBS AND STAMPED BY THE TRU55 MANUFACTURER. 01LE55 NOTED OTHERWISE) MEANS HAT THE CONSISTENCY SHALL BE AS FLUID AS, P0551BLE FOR POURING WITHOUT SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL. BE TEMPERED. ALL 61-A55 IN 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER 5E9REE ANION OF THE CONSTITUENT PARTS. SIDELIGHTS, SLIDING 6LA55 DOORS AND FRENCH DOORS SHALL BE TEMPERED. 12. ALL HEADEIR5 OVER DOORS AND WINDOWS TO BE (2) OR 0) 2XI25 UNLE55 SPECIFICATIONS. OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL D. THE 15E OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS. THICKNE-55). I. PROVIDE DISCONNECT SWITCH OF 51ZE AS REQUIRED BY LOAD AND UNITS. ENOINEE R. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' WIDE, AND MIN. NET AREA OF 5.15.F. FOR 2nd FLOOR WINDOWS AND 5.0 5.F. FOR Ist FLOOR WINDOWS, 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. No. 2 OR BETTER AND SHALL b. PROVIDE NON FiJ51BLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT NERD EQUIP. AND 4. REIN ORGING: THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THG FLOOR, LATCH PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MA RECOMMENDATIONS. AT 54' A.F.F. MAX. IN HVHZ 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 VERTIG "L: 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. q. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, A. ASTN A6I5-03. PER REINFORCING SECTION (GRADE 60). 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, 210.6(A). B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL. NOT 1. IN AREAS OTHER THAN HVHZ FIXED 5LA55 THICKNE55 SHALL BE DETERMINED USING GYPSUM TYPE LL E H 10 O/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2° GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL 10, ELEGTRIGAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS, BE 5LO, W MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT 15 TABLE 24053 4 BA OF F.B.G. AS THE MINIMUM THICKNESS ALLOHED. 5CREW5 AT 12' 0/0 MAX. SELECTED BY OWNER IN AN A >JACENT CELL TO THE VERTICAL WALL REINFORCING. b. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER FB.G. SECTION 24-13 UNLESS IS,. METAL LATH OVER SHEATHING SHALL BE 3/15' V-GROVE OR DIMPLED. CEILINGS AND II. PROVIDE PRE -WIRED TELEPHONE CUTLETS AS SHOWN ON PLAN. a. VER"' IGAL REINFORCING 5TEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPE.GIFIG PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4' O/C AS, FOLLOW5; FROM T iE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 5/4' LONG STUB NAILS W/ 30 HEAD. HORIZONTAL AND VERTICAL WOOD 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS SHOWN ON PLANS. AS SET FORTH IN CHAPTER 16. FRAMING MEIV5ER5 w/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4' PENETRATION 15. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN b DUPLEX RECEPTACLES. D. VER" IGAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS, INDICATED IN INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4' PENETRATION INTO VERTICAL THE GO VAN SCHEDULE. q. PICKETS AT STAIRS, LANDINGS, 4 BALCONIES SHALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 14. ALL CLO5E:T LIGHTING 5HALL COMPLY WITH NEC SEC. 410.6. PASSAGE OF A 4' DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE 5TRAND5 OF LATH, OR BE BENT E. VER1 GAL REINFORCING, EACH ` IDE OF ANY OPENING, IF REQUIRED, SHALL BE OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I' LEIS,1/16' 15. THE BRANCH CIRCUITS GONTAININ6 5MOKE DETECTORS SHALL HAVE ARC FAULT CONTIN DU5 TO THE TIE BEAM. PRCGA5T LINTEL5 SHALL HAVE OPENINGS TO ALLOW 10. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING 5GREW5 #12 x 1/2' WASHER HEAD STAPLES PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO REINFORCING BARS TO CONTINUE UNINTERRUPTED. 11, N ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS KITCHEN HOODS SHALL NOT SHALL NOT BE USED FOR SOFFITS OR CEILINGS ARG-FAULT GIRC.UIT5 AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BACK-UP. HORIZONTAL: VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0"" SETBACK. Ib. WHERE CEMENT PLASTER IS APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. REINFORCEI-ENT SHALL BE PROVIDED AS 5CHEVULEP IN THE BEAM A. REINFORCEMENT SHALL BE PROVIDED AS, SCHEDULED IN THE BEAM A. THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 4.NTAL SGBARRIER IT. PROVIDE ARC -FAULT CIRCUIT INTERRUPTOR PROTECTION IN DI ELLIN6 UNIT LIVING, B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST of AT LEAST q GAGE LADDER FRAMING NOTES 11. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF DINING, FAMILY ROOMS, DENS/ LIBRARIE5, BEDOOOM5, %NROOM5, CLOSETS, HALLWAY5 TYPE R:INIFORGEhENT SPACED NOT MORE THEN 16" O/G VERTU REINFORGEMETIT SHALL 1126 I-I/2" LONG AND .120" DIAMETER U.N.O. OR 51M. ROOMS PER NEC, 210-12 (B). AL50 E = PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINC25 AND EXTEND NOT LE55 THEN 2<" BEYOND THE OPENING. PROVIDE b' MIN EMBEDMENT INTO CONCRETE COLUMNS I. THE TRUSS AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SGHLMATIG IN lb. WHEN WOOD POSTS ARE NOT IN A FIRERA7ED WALL, FIRE RATE POST AS FOLLOWS: Ib. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. AND BE AIMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND 'T" INTERSECTIONS. NATURE. HOPEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN OE516NLD UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 V42AP POST ON ALL SIDES FROM BASE DF POST TO UNDERSIDE of BEARING WITH (1) Iq. CEILING AREA IIO V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM AND FLOOR 5Y5TEM DE516NERS LAYOUT. LAYER OF 5/b" TYPE "X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING THE DOOR TO BUATHROOM5, WA5FEWDRYERS, A/C SUPPLY AND RETURNS 4 KITCHENS. 5. 6ENF iPL: FOR THE POST. SMOKE DETECT C>R5 MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF LE. 5 b/TMS. A. STRI :TURAL DESIGN 15 IN ACCORDANCE WA.G.I. WITH A550-0b/ AS-0 (DIRECTION OF TRll55T5 AND SLABS, MAJOR f'r.T. BEARING 2. THIS FRAMING SCHEME (DIREC POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PE:RM155ION FROM THE PRIME Iq. TRU55 MANUFACTURER SHALL DE516N TRUSSES TO COMPLY WITH ALL 5UPERIMP05ED THE PHOTOELE CTRIG TYPE 402-01 , BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE GOMME ITARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. PROFE5510NAL OF RECORD WHO MUST REVIEW PROP05ED CHANGES AND AUTHORIZE WIND LOADS PER F.B.C.2010. 20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN O' OF A ROOM USED FOR STRUCTURAL REVISIONS ACGORDIN5LY. 5LEEPIN67 PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR B. CON' TRUGTION 5HAL1_ BE IN ACCORDANCE WITH A.G.I. 530.1-045/A5.6E. 6-0b/T.M.9. PE515N MUST BE MEGHAN GAL NOTES APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POI^ER SHALL COME FROM 714E BUILDING bO2-01 SPECIFICATIONS FOR MA50WY STRUCTURES AND THE COMMENTARY ON 3. FINAL 516RD AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER , SPECIE CATIONS FOR MASONRY STRUCTURES. SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DE`�16NER5 MUST UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. PROVIDE AL TRUSS CONNECTIONS AS PART OF THE DE515N. 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL G. IN H` 'HZ AREAS THE BUILDER 5HALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR BUILDIN 5 OFFICIAL TO ENSURE COMPLIANCE WITH THE APPROVED 51RZTURAL PLANS IN 4. TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) ,::OPIE5 OF 5FHOP MECHANICAL' AND FLORIDA BUILDING CODE ENERGY CONSERVATION. L LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. AG(OF JANGE WITH SECTION 2122 2.4 F.B.C. DRAWIN65 AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR DE516N FOR REVIEW INCLUDING TWO (2) COPIES FOR 2 A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 22. TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS b. VER 'I GAL CELLS FOR MA50NR ` TO BE GROUTED SHALL HAVE VERTICAL ALI6NMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION, REVIEW OF SIOP DRANINC7515 SPECIFIED IN W-C 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC 406.11 SI)FFIG ENT TO MAINTAIN A GLEAk, UNOBSTRUCTED GOUT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEERHE AND IN NO WAY RELIEVES MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT F1!LLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED 23. INTERSY5TM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND 1. GLEI NOUT OPENIN65 SHALL BE PROVIDED AT THE BOTTOM OF 6ROUTED CELLS AT INTE&RATE5 WITH THE ARC:HITEGT/ ENGINEERS SUPEIRSTRUGTURE. IF 714E 15 ANY ASSEMBLIES IF ANY. GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, EACH L FT OVER 4'-0' HIGH. GLEANOUT'5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR nYSTEM 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, (ATV, ETC. PER NEC 25OA4. IN5PEG 'ION, AND BEFORE GROUTING. COMPANY SHAD- NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THt SPECIFIC JUMPERS OR TRANSFER 6RILLE5. AREAS OF CONCERN. 5T EL NOTES 5. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5.11RUSSES TO BE DE516NIED TO CARRY LOADS OF ATTIC AHJ Ohm MISG. EQUIPMENT. ADJOINING GRADE SHALL SUSPENDED A MIN. b" ADJOINING GRAD_`.. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON NIT. PADS SHALL BE A MINIMUM 4'-0'xq'-O' PAD FOR DOUBLE UNIT. IN O' DOUBLE 1. STRU( TIURAL STEEL SHALL CONFORM TO THE AIS( 'SPECIFICATION FOR THE DESIGN, TRUS5 DRAWINCS.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE FABRIC AMON AND ERECTION OF STRUCTURAL STEEL FOR WILDIN65' . MATERIALS SHALL COORDINAT!OM: BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING P1515N C.ONFOP M TO THE APPLICABLE A5TM SPECIFICATION AS, FOLLOW5: W SHAPES - Agg2-06a, PLATES WI-04 TUBULAR - A500-01 GRADE REQUIREMENTS. PLUMB 1 NG NOTES OTHER iHAPE5 - A36-05, A3b-o5 BOLTS - A B (46 H 51) b. NEITHER ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR 2. WELT ED CONSTRUCTION SHALL. CONFORM TO THE AMERICAN WELDING SOCIETY SYSTEM 17RAWN65, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEEi2. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN AGGORDAMGE WITH SECTION 405, 15TRZ URAL HELDIN6 CODE". ELECTRODES FOR FIELD AND SHOP HELPS SHALL BE 1. ALL INTERIOR LOAD BEARINGPARTITIONS TO BE CONSTRUCTED KTri GLIFS, TOP AND F.B.C. 2. ALL PLUMBING FIXTURES SHALL MST THE REQUIREM�N15 OF TABLE 6043, FB.G. CODES U5ED: AA5. 15.1 EIOXX. BOTTOM EACH END. (CONTV) 3. 015P051TION OF RAIN WATER SHALL COMPLY WITH FB.G. PLUMBING CODE CHAPTER Il. �HMENTS 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10-0 FROM ROOF JACKS. _ FLORIDA WILDING CODE 2010 :ONCULED FA$TM'Ni vI1 Al I'�d 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. b. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL - NEC 2006 ARE THE RESPOIZBILM OF THE BE PROP05ED 51 N6LE FAMILY RE51 DENGE TO I INGHE5 ABOVE THSMOOTH, N INLE ED�ENT SURFACE TO A HEIGHT NOT LE55 THEN - A5.GE-1-10 CONTRACTOR OF RECORD 57 LUCIE COUNTY , FLORIDA LOAD 5GHEDULE LOCATION LIVE MAD PART 'N TOTAL GROUND FLOOR 40 50 10 100 applies to slab FLOOR FRAMING 40 15 10 65 ROOF 50 25 O 55 WIND: ULTIMATE WIND SPEED = 165 m{>h NOMINAL WIND SPEED = 126 mph, RISK GATA6ORY = 11 BUILDING DE51ON AS ENCLOSED EXPOSURE CATEGORY = D ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.51. NOTE: THI5 STRUCTURE 15 DC-516WD IN ACCORDANCE WITH CHAPTER Ib OF THE FLORIDA BUILDING CODE AND ASLE. DEV6N PRESSURES FOR EXTERIOR DOORS AND WINDOW5 ARE NOTED ON THE DOOR AID WINDOW 5HEDULES. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE 61VEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRE55URE5. DRAWING INDEX IHPSE PLANS AND ALL PPOPOSFD WORK 0-1 COVER 5a7 ARE SU&JEC.T TG A M, GDAKCTIONS RE00 RE'C 0 R L D INSPECTONa THAT AS, I ARG4HI77°GIURAL SITE PLAN MAY BE mcnEwfy m ONER TO 4 A-1 FOUNDATION DETAILS COMPLY WITM ALL, APPUCABLE CODES, _4 A-2 FIR5P FLOOR PLAN A-3 ELEVATIoIS 4 DETAILS SC/1 NIN A-4 5EG77ON5 4 DETAILS BY Wittig I A-5 R00f FRAMING PLAN A-6 ROLY' BRAGIN6 PLAN (� D" A-7 ELECTRICAL PLAN M-1 MECHANICAL PLAN ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPWMCE REVIEWED BY DATE /D- PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE revisions no. dot4 drawn PAR checked PAR/55 date b/7114 scale 114'=1'-0'N.N.0) job n o . 14-071 . ANT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 T,+1S STRUCTURE HAS BEEN DESIGNED REVIEWED FOR COMPLIANCE OF W' 606.1.4 FOR ONE OF THE FOLLOWIN RNAL WIND PRESSURE t 0 4JDBORNE DEBRIS PROTECTION _ 4CT RESISTANCE GLAZING 40 W (Ir V1 W Q rO O V1 F-� z ts) LU ul z project Q-EA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation FAN LOW VOLT. PLAN / ELEVATION 5YMBOLS LEGEND TELEVISION JACK FB 4 BOX SMOKE DETECTOR 0 SHEARNALL LABEL 300 AVENUE OF CHAMPIONS PREWIRED PALM BEACH GARDENS, FL 33418 Q JUNCTION SMOKE 6ROUT FILLED CELL SEE ®% POT5HELF HEIGHT 561.202,6994 THTHERM05TAT BOX ® DETECTOR PETAL FOUNDATION PLAN/E'///////////p/////l//%/////////%/%//� AS, NOTED FAx 56 (X2 IA ES.0 SCALE O z INTERIOR � BEAM LABEL 4YWiN.t:}ILAss<X::�A'I_Es _C.Uh4 Q 494 INTERCOM QQ.pp PADDLE FAN EXHAUST ELEVATION AT 60' A.F.F. �!b HU OR NO/ Llr +IT FAH ��� /�/�/ SOFFIT FLOURESGENI 7� EXHA/5T FAN GONE COLUMN ELl/�/1Ll/11!/!L///J �6HT AS NOTED SECMTM z LIGHT FIXTUR! F /LIGHT COMBO # DETAIL 000# MAX. LABELTM L CONNECTOR drove inc3 KET'PAD FLOLRE56EM SPEAKER SCALE DOOR LABEL TG-O NON -BEARING FRAI�TTTTT ARCHED OPENING SEE 4 DaA �� LIGHT FIXTURI INGLUG 6, ���/ GON5TRTION �ILU Z _ 1 �� PLAN OR ELEV. 4 BPU GN FIXTURE NX ENDExfi' LIGHT LVHRFJ_ DOOR - SECTION 0 REV151QN o COVER SHEET SCALE BEARING FRAME TELEPHONE OUTLET IWANDE5CEETLIGHT v " O WINDOW LABEL N CONSTRUCTION MASONRY CONSTRUCTION FIXTURE .MUTED. � VOLUME - TYPICAL ® AT 12' A.F.F. 111 CONTROL _ _ _ HI HAT 5WITGH NORTH ARROW [ - _ _ _ ] FRAME CONSTRUCTION TELEPHONE OUTLET ® GL6. DISCONNECT - - SECTION ABOVE OR BELOW FLUSH IN FLOOR DEDICATED HI HAT BREAKER SCALE G COLUMN LABIEL - THE DE516N PROFE55IONAL A55UME5 NO sheet ® DATA LINE ® VAPOR PROC = ® PANEL BREAK LINE ELEV BEAD HEIGHT REGEsSED LIABILITY FOR IMPROPER SLOPES, GRADES C. V. CENTRAL VACUUM F.P.4L. Ml o 3, OR MEA5UREMENT5. ALL FIOURE5 TO BE C-1 O EYEBALL Y RECEPTACLE d DISC. CARBON Mo RIDE � INTERIOR ELF/. �# FOOTING ! �- �� I�I� GRAPHIC SCALE 0'-0' FIN. FL. SLAB FLOOR ELEVATION VERIFIED BY A LICENSED GENERAL SECURITY Low VOLTAGE SCALECONTRACTOR IN THE FIELD BEFORE LIGHTS CM DETECTOR ® TRANSFORMER GON5TRUCTION. of THESE PLANS CONFORM To FW - 2010 I I 1 1 ___ ---— 1 ---------- / 10'-0" SETBACK I / \ 81-0"X18'-011 / / \ \ \ \ 8'-0"X18'-011 SITE PLAN SCALE: 1/4" = I'-0" THE DEVON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEA5UREMENT5. ALL FIC7URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE GON5TRUGTION. revisions no. date drawn checked date scale job no. OR, 0 IL project PAR PAR/SS e/7/14 114" = I''-O" N.N.OJ 14-071 . ANT QUA 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 SITE PLAN r AS-1 THESE PLANS CONFORM TO FBC - 2010 ¢�� v n11 it env SEE PLAN FOR BAR 512E AND SPAGIN6 OF 5000 PSI 6ROUT FILLED CELL. PROVIDE GLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 0 AND 2/5 OF SPAN HOOK REINF. BAR 12" AT TOP AND BOTTOM b" x b" x 16" CONCRETE MA50NRY UNITS W/ TYPE "M" MORTAR 4" CONCRETE SLAB W/ bxb #10/10 WELDED WIRE MESH ON GLEAN COMPACTED FILL FOUNDATION VAPOR BARRIER TYP. GROUT FILLED MASONRY CELL DETAIL 6.0. TO VERIFY ALL FOUNDATION DIMENSIONS AND FIN15H FLOOR HE16HT WITH SURVEY INFO BEFORE CONSTRUCTION NOTE: 6.0. TO VERIFY SOIL BEARING CAPACITY FOR FOOTING TYPES SPECIFIED WITH A 6EO-TEC44NICAL REPORT FROM A FLOIRDA LICENSED 6EOTECHNIGAL ENGINEER BEFORE CON5TRIZTION NOTE: &L. TO VERIFY ELEVATIONS WITH SURVEY AND ADJUST AGCORDIN61-Y IF NECESSARY BEFORE CONSTRUCTION. DO NOT EXCEED MAX BUILDIN6 HT. ALLOWED BY LOCAL CODES, NOTE: WEATHERING AREA PER TABLE 301-VI) WEATHERING: NE61J61BLE TERMITE: VERY HEAVY NOTE TO BUILDER: MASON: EXACT MASONRY OPENING SIZES ARE TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VARYING MANUFACTURER MD.'e. SEE FLOOR PLAN FOR WINDOW PLACEMENT AND LABELIN6. 'Q v NOTE TO BUILDER: NOTE TO BUILDER: VERIFY ALL DIMENSIONS AND ANGLES ALL MA50NRY RETAINING WALL5 5HOINN WITH 51TE SURVEY SHALL BE GROUTED SOLID BELOW INFORMATION BEFORE TRLOTION SLAB LEVEL b"XI6" 5MART-VENT PER LA DEV CODE SECTION G. TO Be SEE PLAN FOR ACTUAL NO. 4 DIM. OF NO HIGHER THAN (1) b" COURSE RISERS AND TREADS ABOVE SLAB a VENT 1 #3 NOSING LOCATION. EE PLA TYPICAL (2) LAYERS bxb RI WL4xAl.4 W.W. SEE 0,LAN I II i • `�• i 1 /%4 BARS a 4b" O/C A REBA GONT. GONG. FOOTING SEE SCHEDULE SAME FT6 51*EG.'5 .I F4 4� F5 CONCRETE STAIR DETAIL Al e5 DIA REBAR a 4b" O/C VERT. b"xb" GONG GAP WI 115 DIA VERT. ARE MESH PROVIDE 1/2" EXPAN5ION JOINT 147 CONMATERIAL - TRANSVERSE p BARS ONLY A READ. SEE EQ. EQ. CONT.REBAR SEE FOOTING SCHEDULE SEE 56HED. EDGE BARS ALWAYS ' REMIAN. SPACE OTHERS EQUALLY F1 CONT. ISOLATED SPREAD b"x6" THICKENED EDGE W/I-#5 DIA 4' FELT EXPANSION JOINT CONTIN. SHEEN FE R - F3 CONT. ISOLATED SPREAD @ FOYER STEP CURVED CANTILEVERED PORCH SLAB ABV. MEASURED FROM SETBACK LINE 12" OVERHANG SETBACK LINE PER ST LUCIE CO ZONING DEPTMT 145 DIA CONTIN 3" MIN CLEAR �MESH 4' CONIC. SLAB e5 DIA REBAR a 462 0/G VERT. i<4 OP REINF a 12" O.G. EXTENDED INTO MAIN SLAB 36" MIN. DE 15 TEMP BARS a 12' O.G. WIRE MESH 8 —145 CONT. G 1 OVC C7LI BAR5 ONLY REQD.5EE EQ. �4`--EQ. CONTREBAR SEE FOOTIN6 SCHEDULE SEE 51,HED. 4 EDGE BARS ALWAY5 REM/AN SPACE OTHERS EQUALLY F4 CONT. ISOLATED SPREAD Fill 1 \1 Lr,2 — -- V --- I OD ©C FI 2XI 'e a Ii O.G _ -F I RI R O 7b2 G1 F3 EA. Jh rJ 8,"XI6" SMART -VENT PER LAND DEV CODE SECTION C. TO BE NO HIGHER THAN (1) b" COURSE ABOVE SLAB 0 VENT LOCATION. U6 MC ^ � s I ^ 1 — — ��11VV I��aR p TE TO BUILD R ADD WATER PROOFING MASTIC 514APM CELLS INDICATE p 0 INSIDE OF FOUNDATION b"xb" W/(I)se5 DIA VERT. 0 46" ( \ 02 BELOW FIRST SLAB ALL O.G. MAX FROM SLAB DOWN TO FT6 TYP THRU OUT / . 4" CONG SLAB \° TH15 FINISH FLOOR a FIN FLR ELEVATION 15 ABOVE 5M ELEV. �Cfi" BASE FLOOD HEIGHT. VERIFY ALL SLAB HT5 SEE ELEVATIONS BEFORE CONSTRUCTION b"xb" THICKENED EDGE 161/145 DIA 3/4" THICK PLYWD FLOOR CONTIN. A-161-1 FINISHED FLOORS SEE ELEV. T T FIN FLR LIVIN& 2x12 FLOOR JOIST a 16" O.G. WRR-50 BATTS ALL ABOVE FLOOD HT. .T. C.ONTIN000S ATTACH TO p Y W/ 5/5" DIA. WEDGE ANCHORS 0 AX. W/2" DIA WA5HER5. TYP. . EMBED INTO FILLED GMU 4" CONC. WER SLAB . ... -. . - . AT GRADE — revisions no. date REV *1 9/23/14 BLD6 GMT LINTEL L-I b"xb" THICKENED drawn PAR EDGE W/145 DIA CONTIN.GheGked PAR/55 'E ON date b!1/14 SGa I e 1/4" = P-Off (UN.OJ I' 1 Job n o . 14-071 . ANT 3/4" THICK PLYWD FLOOR 3/4" THICK PLYWD FLOOR "+ AL16H FINISHED FLOORS SEE PLAN L' aBFM 1 2x12 FLOOR JOIST I; 0 lb" O.G. K/R-30 e- BATT5 SIMPSON LU5210 JOIST HANGER LL ' 212x12 P.T, CONTINUOUS ATTACH TO MASONRY W/ 5/b" DIA. WEDGE ANCHORS 0 b"xb" THICKENED t: 12" 0/0 MAX. W/2" DIA WA5HER5, TYP. ED6E W 145 DIA i W/4" MIN. EIS INTO FILLED GMU CONTIN. II' TI 0'-0' LOWER SLAB SLAB AT 6RADE 11 V 4" CONIC SLAB • 1 F3 4' THICK 2500 P51 (MIN) POURED CONCRETE SLAB (OR \ 5111 COMP 501L EQUAL) OVER 6xbxl0/10 W.W.M. OVER APPROVED`, �\ F4 1 1 GALEAN AND TERMITE TREATED POR BARRIER AND HEU. SAND FLL.�O 95 %) F2 ©Q "Ih \ ALL CONCRETE BLOCK TYPES SHALL BE �/hb \ \\ s \ \ I INSTALLED A5 NOTED. 0" y ^" �, e.G. SHALL VERIFY ALL HEI6HTS RI b2 FI\ \ BEFORE CONSTRUCTION G2 3 MAX. 10" \ \ P UR 2 MITRED Cl CELLS G. FI VERIFY 4? \ \ TO HER - iYP. NOTE TO BUILDER: F OF 5TEP5 k \ \ BUILDER SHALL COMPLY WITH FEY, F2 ti \ SECTION R404.1.7 FOR STEM WALL FOJ \ \ Q 1-5 \ CONSTRUCTION ir�-IFY To IELD_ . DIFF) \ \ 170° PLUMBIN6 FIXTURES SHOWN I I m \ t PAVERS \\ ©� _ _ F FOR COORDINATION � FI I I m FI SETBACK LINE PER 5T LUGIE e/?> 4'% G3 — — — — — — — \o— — — L — O 00 ZONIN6 DEPTMT �?. © t : DO © Q 0 0 rOSE�ER SNWR 3' — I -b T-21/2 5'-II I/2" 5'-II° 7' S" 4'-b" 11-4" \V. , �p 40 2 MINI Sr�DOR PLUMBING RISER DIAGRAM 26'-9 1/2" FOUNDATION PLAN SCALE : 1/4" = P-O" COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bxb GONG. BILK. W/I FULLY GROUTED CELL 1,045 VERT. EA. CELL G-I CELL a 5'-0" O/G OR AS LOCATED ON PLAN bxlb GONG. BLK. W/2 FULLY GROUTED CELLS NU145 VERT. EA. CELL G-2 BLOCK. bx12 RINKER 7-329 OR EQUAL G-3 BLOCK CON, BLOCK FULLY &ROUTED W/2-* DIA VERT. G-4 bxlb IRRE6 GONG 643 DIA VERT. NU43 DIA TIES 0 b" O.G. 16"XIb" HYDRO -VENT PER LAND DEV GORE SECTION C. TO BE NO H16HER THAN (1) b" COURSE ABOVE SLAB a VENT LOCATION. SECTION DETAIL - @ AREA UNDER WOOD FLOOR I6"XIb" HYDRO -VENT PER LAND DEV CODE SECTION C. TO BE NO HIGHER THAN (1) b" COURSE ABOVE SLAB a VENT LOCATION. (2 VENTS EXCEED LD.G. REQUIREMT) FOOTING SCHEDULE MARK SIZE (WxD) REINFORCING DESCRIPTION DETAIL NO. F-I 16 x 12 I"V4 #5 CONT. (2 TOP a 2 BTM) STEM WALL TYPE FI F-2 lb x 12 W/4115 CONT. (2 TOP a 2 BTM) STEM 0 STEPS F2 F-3 IB x 12 W/4 #5 GONT. (2 TOP 0 2 BTM) 0 STEPSTEM L F3 F-4 IB x 12 W/4 #5 COW, (2 TOP 0 2 BTM) STEM WALL TYPE a FRNT PORCH SLAB CAN". F4 F-5 b x 12 W/4 #5 GONT.(2 TOP a 2 BTM) STEM WALL TYPE F5 b"xb" THICKENED EDGE W/1-015 DIA CONTIN. THE DE516N PROFE55IONAL ASSUMES NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEASUREMENTS. ALL FIWRE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. r M Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W L) W A V1 �W/ W Q � O %O VL LL O n O r I V 1 ;T; LU L1—J O 7— VI project QUA 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.QEASSOCIATES.COM drawing FOUNDATION PLAN rr r Y,1 , Cd ea �&^Po � �, x✓ 1 A-1 of IE5E PLAN5 CONFORM TO FEIC - 2010 b'xb" FILLED - CELLS SEE PLAN AND COLUMN 50HEOULE FOR REINF. MA50NRY WALL BREAK AWAY 51M OF MA50NRY COLUMN FOR CONTINUOUS POUR PROVIDE 6" MIN. - PENETRATION EA. END 4 TIED TO VERT. REINF. FOUNDATION OR - INTERMEDIATE BEAM OR WOOD STUDS 49 24" O/G FINISHED CEILING - SEE TYP. WALL SECTION CONT. 25 6AU6E METAL 7RACK5 TOP 4 BOTTOM 25 6AU5E CHANNEL SHAPED STUDS 24" 0/0 W/I FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I" LONG BUGLE HEAD SCREWS TO EACH SIDE O 12" O/C CONC. FLOOR SLAB TYPICAL INTERIOR PARTITION A2 SCALE: 314" = 1'-O" OPENINGS <= 6'-0": PROVIDE MIN. V BOND BEAM COURSE W/ 145 MID. OR I d1.. &"X8" MIN. FORMED MASONRY GONG. SILL W/ 245 j OPENING MID. . PROVIDE 8'X8" MIN. In 1BOND BEAM COURSE W/ 245 MID. OR z $'X&" MIN. FORMED GONG. SILL W245 ,.. ....... MID. - PROVIDE D"xb' 48 MAX.......... FILLED CELL5 W/ 1-#5 VERT. DOWEL L W/ STD. ACI HOOK _ - - `,. EA. END o 4'-0" O/G WHEN OFENIN6 i . ( EXCEEDS 4'-0" i. -.--- r.-=^. -= WIDE SILL REINF. AT MASONRY OPENINGS TYP. 5/4' In 1'-O" 12" Mi GONG D SET NOTE TI TH15 CONC CANTIL. AND RAILING 15 CL PEE FLOOF REOUII CONST A" PGF/OST5AFEALPQ r-.T�RFS�nDS P�iFI SAFE UPLIFT LOADS FOR 8" PREBrAST 4 PRESTRESSED U-LINTE 4„W1400 , SAFE LOAD PLF TYPE LENGTH BU8 8F8 REINF. ONu 2'-10'(341 PRECAST 1293 1642 2135 S-6' (42') PRECAST 1025 1024 1830 4'-0' (481 PRECAST 765 763 1365 4'-6' (541 PRECAST 592 591 1057 5'-4- (641 PRECAST 411 411 734 5'-10'(70') PRECAST 340 339 607 6'-6- (78') PRECAST 507 721 483 7'-6- (901 PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6-(128' PRECAST 284 401 178 ll'-4'(136') PRECAST 260 452 152 12'-0'(1441 PRECAST 244 402 135 13'-4'(160') 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'(208') PRESTRESSED N.R. 194 63 19'-4"(232') PRESTRESSED N.R. 148 51 21'-4'(2561 PRESTRESSED N.R. 125 42 22'-0-(2641 PRESTRESSED N.R. 116 39 24'-0'(288') PRESTRESSED N.R. 91 33 Cma,C#wm SAFE LOAD - POUNDS PER LINEAR FOOT iF :IT BF12-1181`16-1T 8F20-1T SF24-IT BF28-17 BF32-1T TYPE LENGTH WD-27 BF12-if 8F16-2T W20-2i 8F24-2f SF28-0 BF32-2T 2'-10'(341 PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 70M 8321 96M 3'-6" (42' PRECAST 1569 2524 3547 4560 5591 6613 7636 1569 2524 3547 450 5591 6613 7&% 4'-0' (48' PRECAST 1363 2192 3079 3986 4853 5740 6627 1363 2192 3079 3966 4853 5740 6527 4'-6' (54' PRECAST 1207 1940 2724 3508 4292 50T7 5881 1207 1940 2724 3508 4292 5077 5861 5'-4" (647 PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3W7 4265 4924 5'-10'(70ry PRECAST 9W 1492 2093 2694 U95 3B97 4498 929 1492 2093 2694 3295 3W7 4498 6'-6' (78') PRECAST e75 12 1340 1880 2419 29% 3498 4038 835 1340 18W 2419 29% 3498 4038 7'-6' (901 PRECAST 727 23 1021 1 12 21 11 2571 10 3039(10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4' (112' PRECAST 591 6W 1133(15 1471(15 181115 2152(16 24XI5 591 B51 1326 1705 2054 2463 2842 10'-6'(126� PRECAST530 ` 91415 11 15 145815 173 1s 200715 530 686 1183 1526 1865 2204 2544 11'-4"(136' PRECAST 474 485 798(15 1034(15 127215 151 15 17 15 494 599 1028 1422 1738 2053 2369 12'-O'(1441 PRECAST 470 9 441 723 14 936(14 1151(15 1366(15 1582(15 470 543 928 1342 1649 184a 2247 13'-4-(1601 PRECAST 418 15 37J 808 14 783 14 982 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-O'(168� PRECAST 15 559(14 M3 14 897 14 105Z(14 121 14 410 420 709 1050 14J4 8 1694 8 1954 14'-8'(1761 PRESTRESSED 239 323 519 13 571 13 823 13 976 14 11 14 246 390 555 968 1324 8 IUXII 187 n 15'-e(184' PRESTRESSED 224 302 1 485 13 626 13 767 13 909 13 1 13 230 364 609 897 1224 8 158 14 1801 14 1 T-4' (208' PRESTRESSED 187 255 404 12 520 12 637 (12 754 12 87212 t92 303 500 732 993 8 12 14 1470(14 19'-4'(232') PRESTRESSED I' 222 347 11 446 11 546 12 646 12 746 12 166 261 424 616 931 8 1057 14 1 14 2l'-4'(256') PRESTRESSED 142 t9a 3D6 11 393 11 480 11 567 11 654 11 142 230 369 531 713 903 13 1 13 22'-0"(2641 PRESTRESSED t37 t92 295 10 378 11 461 10 545 11 629(11 137JW 3554 5W 681 7 861(13 997 13 2, -0' 288' PRESTRESSED ( ) 1a4 267 10 341 1a 416 10 491 10 588 f0 124 316 450 600 756 12 875 13 (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. 10'-6'(126' PRECAST 475 5S5 MO 1247 2093 2777 2163 2536 W3 1052 1533 1 2093 2781 3643 38 4754 45 11'-4'(1361 PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-O'(144' PRECAST 337 540 873 1254 1684 _ 2193 2805 3552 540 873 1254 1684 2193 2W5 3552 13'-4"(160' PRECAST 296 471 755 1075 1428 We 2316 2883 471 755 1075 1428 1a38 2316 2553 14'-O'(168' PRECAST 279 424 706 1002 1326 1697 2127 2630 442 705 1002 1320 1697 2127 2630 14'-8"(176' PRESTRESSED N.R. NR NR NR NR NR NR NR 450 783 1370 1902 2245 2517 2712 15'-4'(184� PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4"(208') PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2D47 19'-4"(232') PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1 12B2 1515 1716 21'-4'(256' PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 59a 845 1114 1359 1468 22'-O'(264� PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-O'(288' PRESTRESSED N.R. NR NR NR NR NR NR NR 128 250 450 854 884 1092 1222 (J) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. OM CHORD EINAR 7R. TRIM .DIN6 FILL COLUMNS AND LINTEL 50LID W &ROUT #.I VERT. TIES ONLY A5 REOD. 5EE LINTEL SCHEDULE HI&H 5TRENOTH PRECA57 LINTEL KIREINFORCIN& AS READ. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN YP TYPICAL DETAIL LINTEL A2 AT OPENING 8°xlb" BOND 1 BEAM (PER SCHEDULE) Wxb" PRECAST LINTEL. FILL COLUMNS AND LINTEL 50LID W/ &ROUT 8"xb" FILLED CELLS W/ 1#5 VERT. (TYP) fFY TYPICAL DETAIL A2 LINTEL ON COLUMN BREAK AWAY SIDE OF MASONRY COLUMN FOR 1" CONTINUOUS POUR I N 1\�- I FILL COLUMNS SOLID6"x8" FILLED CELLS PV PEA &RAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYP TYPICAL CHANGE IN BOND BEAM HEIGHT BEAM SCHEDULE REINFORCING #3 HOOP5 TOP MID BTM MARK SIZE OR 57IRRU'P5 REMARKS TYP MASONRY BOND BM CONTIN UNLES OTHERWISE NOTED BB-1 B"x16" 1#5 - - NONE REOD. 2 COUR5E5 FILLED CA57CRETE H16H 5TREN6TH LINTEL L-1 B x12" 185 1#5 NONE REOD. ALL COURSES FILLED CA5TCRETE HIGH 5TRENOT74 DOOR L-2 6"x16" 1#5 - 1#5 NONE REOD. 2 COUR5E5 FILLED GASTGRETE HIGH 5TREN&TH LINTEL L-3 8 x24" 1#3 - 1#5 NONE READ. (3) COURSES FILLED CASTCRETE HIGH STRENGTH LINTEL L-4 6"X22" 1415 - 1#5 NONE REOD. ALL COUR5E5 FILLED CASTCRETE HIGH STRENGTH LINTEL L-5 6NX70" 1#5 - 1#5 NONE REOD. ALL Ca#iLW5 FILLED NOTE: ENGINEERED UNIT MASONRY USED TO DE516N WALL5, BEAMS 4 COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALY515 WAS USED TO DE516N THE FOOTING INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCULATIONS CEILIN& AREA RATIO TOTAL NET FREE VENTILATING AREA 2,039 W. FT. 11150 13.54 W. FT. OR USE 61'-7" MIN OF 2" WIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT THRU-OUT CALCULATIONS FIRST FLOOR A/C 1614.0 S.F. TOTAL U/A 1614.0 S.F. FRONT PORCH 411.0 S.F. 6OLFCART 146.0 S.F. TOTAL FOOTAGE 011.0 S.F. UNDER FLOOR ACCESS 2&3.0 S.F. TOTAL FLR FOOTAGE 2,200.0 S.F. THE DESIGN PROFF-55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5. ALL FI(5URE5 TO BE VERIFIED BY A LIGEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. revisions no. date drawn PAR Checked PAw55 date 6104 scale, 114' = 1'-O" N.N.OJ Job n o . 14-071 . ANT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W A MW Q O %Q VL IL N� I— Q �O V1 °zin project QUA (1, JANTUM ENGINEEPoNG 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.QEASSOCIATES.COM drawing FLOOR PLAN (rXt.M i cc)py 1 THESE PLAN5 CONFORM TO FW - 2010 ALL EXTERIOR GEILIN6 MATERIAL. TO BE HY-RIB LATHE AND STUCCO FA5TENER5 AT 24" O.G., EITHER 1-5/4" MIN EMBEDMENT ROOFINS NAILS WITH 1/5" SHANK AND 3/6" HEADS OR 5TAPLE5 WITH 1-3/4" MIN EMBEDMENT LESS # 1/16" (16 SASE) EXT. PORCH CLG DET. #1 GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK SET IN / SEALANT AND SEGUR / LL W/ 3-1/4" x 1/4" (MIN) .)011 o/A _QQ'. ° MIII TAPC0N5 AT B" C/C. TRIM DOOR FRAME FA57EN TO PUCK W/ (2) #6 6ALV. x 2" SCREWS o 2'-O" O/C DOOR TRIM PERIMETER GAULKIN6 STUCCO FINISH HEAD/JAMB DETAIL (DOOR) Il.4n U v IO DOORS. S.G. TO VERIFY FINAL SIZE. 28"X 39"R.O. 54"X 51"R.O. 52"X 2&" R.O. pp - 52.16 OF - 50.69 pp - 52.16 + 46.001 + 46.62 + 4&.09 LEFT / REAR ELEVATION SCALE : 1/4' = 1'-0" 2&"X 93 R.O. BANDING 381'X 36 R.O. DP -5216 DP -50.M + 40.09 + 4b.&2 RIGHT / REAR ELEVATION SCALE: 1/4" = 1'-0" MAX 8LD6 HT I0'-0" TO.BB. ABOVE FLOOR VG MIN HT (FLD HTJ 2T75" ABV FLOOD MIN FLOOD MT EL BASE. EV.: 6.0' FIN FLR o 6ARA6E 4.50' MEAN 6RADE NA.V.D. DOOR THRE5HU SET IN BED OF CAULK # FASTENED TO SILL W/ �b x I I/2" SCREWS o IB" O/C PERIMETER CAULKING FLOOR COVERING 0, °. CON..FLOOR SLAB PERIMETER CAULKING CONCRETE SLAB SILL DETAIL (DOOR) MAX BLD6 HT 10'-0" T.OBB. ABOVE FLOOR b" HIGH RA15W SMOOTH GEMENTITIOUS BANDIN6 0'-0" TOFF. i-75" ABV FLOOD MIN FLOOD HT BASE FIN FLR o CARA6E 4.50' MEAN GRADE NA.VD. v '16"X 62" R.O. DP -4'Ib3 + 45.15 RIGHT / FRONT ELEVATION 50ALE : 1/4" = 1'-0" Ix3 P.T. BUCK SET IN SEALANT AND NAILED Wq=I/2" CASE HARDENED COId NAILS AT 12" 0/G. MAX COW. OR MASONRY ?rFA6TEN BOARD FRAME HRU BUCK W/" TAPCON 12" O/C R GAULKIN6 STUCCO FINISH HEAD DETAIL (WINDOW) ALUMINUM FRAME FASTEN THRU BUCK W/ 3/I6x3 1/4" TAPCON SCREWS o 12" 0/C PERIMETER GAULKIN6 5TUCC0 FINISH CONIC. OR MASONRY I0 P.T. BXK SET IN SEALANT AND NAILED WI-1/2" CASE HARDENED COIL NA15 AT 12" O/C. MAX. DRYWALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) ALUMINUM FRAM SECURE FRAME IO SILL WITH SILICONE O°OO o •0 OB. a 0T0 PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL (WINDOW) SMOOTH GEMENTITIOUS SIDING MAX BLD6 HT ABOVE FLOOR ■ 77ZIT EXTE 0 G I W H16H RA15W SMOOTH GEMENTITIOUS it Ir BANDING Ill 0'-0" T.D.F.F. 2X75" ASV FLOOD BASE ELEV.: 6.0' FIN PLR o GARAGE 6 d sn'' Mr -AN I2 ALUMIN RAILING W/ PICKETS SPACED TO REJECT A 4" DIA 15"X 12"R.O. 5b"X 639RO. SPHERE TYP. DP + 44.5'1 + 46b2 LEFT / FRONT ELEVATION SGAL� : 1/4" = 1'-0" NOTE TO S.C. NOTE TO BUILDER: S.C. SHALL A55LME RE5PON515ILTY FOR ALL VERIFY BASE ELEVATION OR FLOOD MA50NRY/ROU61-1 OPENING SIZES AND SHALL VERIFY PLAIN MAX HE16HT WITH WITH PRODUCT SPEG.'s BEFORE CONSTRCTION. PROFESSIONAL LAND SURVEYOR BEFORE CON5TRUGTION. NOTE TO 6.0. S.C. SHALL COORDINATE DECORATIVE SHITTER DE516N AND SIZE WITH OWNER BEFORE CONSTRUCTION. ��, �� 7MUUIFI GtMtIVIIIIWS �� \ � / 15"X 12"R.O. 75"X 12"RD. BANDIN6 36"X 51"R.O. 601IX 9611R.O. DP - 5655 DP - 56.55 DP - 64.3a DP - 5512 + 44.17 + 44.11 + 48.09 + 45.15 6RADE NA.V.D. T MAX kD6 HT AL SEAM 10'-0" T.OBB. ABOVE FLOOR 'URRED GEMENTITIOUS FIN15H R GMU NLALL5- TYR. 4" WIDE RAISED SMOOTH GEMENTITIOUS BANDING ALL AROUND O'-v TO.F.F. 27.75" A8V FLOOD revisions no. drawn checked date scale job no. PAR PAR/55 6/1/14 1/4" = I'-0" 14-071 . AN! Shawn M. Stambaugh, F FL. LIC. 61850 — C.A. 2621 W W A VL W Q rO V1 LL z O ^ O r v �-A o u� project QLA QUANTUM ENGINEERING ASSOCIATES StructuradEngineering 0 Cost Segregation 300 AVENUE OF CHAMPIO? PALM BEACH GARDENS, FL 3 561.202.6994 FAX 561.296.2494 drawing MIN FLOOD HT BASN E.FLFLEV.: 6.0' ELEVATIONS FIR o 6ARA6E 4S0' MEAN 6RADE NA.VD. THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FIGURES TO BE VERIFIED BY A LICENSED 6ENERAL CONTRACTOR IN THE FIELD BEFORE GON5TRUCTI ON. A-3 of THESE PLAN5 CONFORM TO FBC - 2010 revisions no. clot, HANDRAIL SOUTHERN Y. PINE #1 TYPICAL - I-T/I6NI-T/I6" PICKET SOUTHERN Y. PINE #1 SPACED TO REJECT 4 A 4" SPHERE m (Fb = 1150 psi) TYPICAL m GER FOR WALL MOUNT HANDRAIL DETAIL #12x3" WD. SCREW5 TOP 4 #12x3" ND. B 5GREW5 TOP 4 m #120' HP. BTM. TYP.— m SCREW5 TOP 4 BTM. 0 16" 0/G (ONLY APPLIES TO CONNECTION TO ND. FRAMING. DOES WOOD FRAMING NOT APPLY TO STAIRS A4 GUARDRAIL DETAIL COVER ALL CONDITIONS PT 2X2 MIN CONTIN BATTEN W/3/16" X 1-1/4" D BEDMT TAPGON5 0 24" O.G. CONCRETE LINTEL SEE BEAM SCHEDULE m m CONNECTION TO WOOD STAIRS LNAILS 0.12 VIA. SHANK 5/8" PIA HEAD 1-1/2" LON6 0 6" O.G. (WHITE) QUAD PANEL ALUMMNYL VENTED SOFFIT "AMC" J-CHANNEL OAI55 T14K ALUM W!T-N4 0 12' O.G. TO 0155 4 I6 6A 1/4" 55 STAPLE W/ i/6" MIN EMBEDMT 0 24' O.G. TO PT 2X2 BATTEN. (MIN) e SOFFIT ATTACHMENT DETAIL A4 OPTIONAL TOP RAIL 2x WOOD OR PVC, PIGKET5 SPADED TO REJECT A 4' VIA SPHERE BOTTOM RAIL in A4e GUARDRAIL DETAIL - TYP. 1/4" T14K x6"xl2" STL PLATE WELDED TO TOP LEFT AND TOP RIGHT SIDES OF STL ANGLE BOX. SECURE W/(2)5/&" VIA) W.A. 0 6" O.G. INTO EACH PLATE. 4" MIN EMBED TYP. THRU-OUT a =_ _ 1/4' THK x2"x2" 5TL ANGLE a MELDED INTO BOX SHAPE - = I ADD DIAGONAL5 - I EACH 51DE PAINT ALL SURFACES FOR RUST ? p - PREVENTION m uo � �a I/4" THK STL CENTER RIB 1/4" THK 5TL BASE BOLTED TO WALL (5W DIA) N.A. 12" O.G. (3 MIN) 512E OF EASE TO BE DETERMINED BY 6.C. A4 A/C SUPPORT DETAIL STANDING METAL SEAM ROOFING OVER PEEL 4 STICK SYNTHETIC ROOFING UNDERLAYMENT OVER I9/32" EXT GRADE COX PLYWD, FASTEN MTL ROOF PER MANUFAGT. SPECIFICATIONS FOR 165 MPH WIND PER F.B.G. 2010 EDITION (SEE DIAPHRA6M SCHEDULE FOR NAILIN6 PATTERN (NOTE: PEEL AND STICK ROOFING MAY BE USED IN LIEU OF FELT PAPER AS SECONDARY WATER BARRIER) PRE-ENGINEERED ROOF TRUSSES AT 24" G/G SEE TRL55 BRACING PLAN FOR ANCHORAGE SCHEDULE AND DETAILS. SEE ELEVATION5 FROM MAIN FLOOR CONTIN. 6ALV. MTL DRIP OVER 2x6 WOOD FA50,IA ON TRUSSES. USE VINYL COVERED FASCIA AND VINYL VENTILATED SOFFIT. TYPICAL BOND BEAM. REFER TO FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" 5/8" 5TUGCO FIN15H (2 COATS) OVER 6" OONG. BLOCK W/ (1) #5 BAR VERT. IN GONG. FILLED CELL A5 PER PLAN MIN LAP 30 DIAMETERS STUCCO STOP AS REGUIRED BY LOCAL ELD6 DEPARTMT AND PER— F.B.C. 2010 SEE PLAN _ FOR FIN FLOOR OF NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6REATER THEN 200 AS PER FBG R 2010 NOTE: INSULATION MATERIALS, INCLUDING FAGIN%, SUCH AS VAPOR RETARDER5 OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-OEILIN6 A55EMBLIE5, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN AGGOMPANYIN6 SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 64. NOTE: EXP05EV ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER 5OUARE CENTIMETER. EXP05ED FOAM PLASTIC INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R316 I �12 SEE ELEV ✓� I BATT. INSULATION ENERGY GALL) 5/8" 6YP5UM BOARD APPLIED TO UNDERSIDE OF TRUSSES SEE FLOOR PLAN FOR VAULTED ARE5 570000 FINISH ON IN51DE OF 6ARA6E TYP. NOTE: R702.3.1 MATERIALS. ALL 6YP5UM BOARD MATERIALS AND ACGE55ORIE5 SHALL CONFORM TO ASTM C 5b, C 79, G 4-15, G 514, G 650, C q31, C 160, G 1002, G 104T, G ir, G I IT6, G 12Tb, G 1395 OR G 139b AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF 6YF%M BOARD SHALL CONFORM TO ASTM G 551. 4" THICK CONIC. SLAB W/ 1.444 W.W.M. AROUND PERIMETER OF BILD6. ON VAPOR BARRIOR OVER GLEAN, WELL COMPACTED TERMITE TREATED FILL. All L 1 el, J< s All ... ....'.:F :::<.i ...'. NOTE: R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH AN51 A106.1, A106.4, AIObS, AlObb, AI05.11, A1i8.1, AIIB.3, A156.1 AND Aln.I. 9702.4.2 CEMENT, FIBER -CEMENT AND 6LA55 MAT 6YPSUM BACKERS. CEMENT, FIBER -CEMENT OR 6LA55 MAT 6YPWM BACKERS IN COMPLIANCE WITH ASTM C 1288, G 1325 OR G I175 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN 51-0V1ER ARE45. USE FIBER CEMENT TYPICAL WHERE FIBER&LA55 PREFAB UNITS ARE NOT INSTALLED. eTYPICAL ONE STORY WALL SECTION A4 SCALE 3/4' = 1'-0" THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENTS. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTI ON. THESE PLANS CONFORM TO FW - 2010 drawn PAR checked PA"6 dote 6/7/14 scale 1/4" = 1'-0" (VAO,, Job n o . 14-071 . ANT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 rW V W A W Q O rO VL n O ^ O r � r project GIUANTum ENGINEERED 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.QEASSOCIATES.COM drawing SECTIONS & DETAILS 19/32" ROOF PLYWOOD. NAIL PER DIAPHRA6M 5C44EDULE ENS. AND APPROVED WOOD TRUSSES SEE TYR WALL SECTION FOR ACTUAL HEFT AND OVERHANS CONDITIONS SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACIN5 PLANS INSTALL PER MFR. SEE PLAN T.O. WALL CONC. TIE -BEAM OR BOND BEAM 6" CMU WALL REFERENCE: FBC 2305.1.4 CONNECTION DETAIL :... 2x BLK'G 0 TOP, BOTTOM t PANEL ED6E5 OR 4'-0" 0/C MAX. WOOD nv-a' — SEE PLAN UPLIFT 5TRAP, — 5EE PLAN t SCHED. CH) WALL, SEE PLAN - 5/6, APA RATED % 5HEATHIN6. EXP. I W/ 6d NAILS O 6" 0/G (FIELD) t 4' O/C (ED6E) OR AS ALTERNATIVE TO 5HEATHIN6 PROVIDE ALTERNATING 2x6 OIA60NAL BRACING BETWEEN TOP E BTM. CHORDS OF AD.W.GENT TRUSSES IN/ (4) Ibd TOENAILS EACH END PER SECTION A. VARIES�y T. L WOOD ROOF TRUSS, SEE PLAN ATTACH 2x4 PT. SILL BLOCKIN6 W/ 0AVO 0" LONG PA.F 0 12' O/C CONC. TIE BEAM OR BOND BEAM, SEE PLAN A5 CONNECTION DETAIL I9/32" ROOF PLYWOOD W/ IOd NAILS 0 4" O/C INTO 2x4 5P BLOCKINO (FLATWI5E) x CONT. ENO, AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL. AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON BRACINS PLANS IN5TA PER. MPR. 5PECIFICATION5 3RACE BETWEEN EVERY U55 W/ 2x4 5P $ (2)16d END ILA, EA. END 2x4 P.T. BLOCKING (TIGHT TO EA. TRU55 SIDE) W/ 0.145' d PA.F. x3" LIS. 04" O/C x CONT (1)160 NAIL CONC. TIE -BEAM OR MASONRY BOND BEAM SEE BEAM SCHEDULE _ SEE PLAN T.O. WALL 2 A5 CONNECTION DETAIL SIMPSON H4 HURRICANE CLIP EA. LOOKOUT TO 6E TRU55 W/ (4) bd NAILS EA. MEMBER 0) 1617 TYP. 2x4 SP — BLOCKIN& 0 16" 0/C (2) IOd TYP. EA. TRUSS REINFORCE VERTICAL MEMBERS OF &ABLE END TRU55 W/2x4 T-BRACE AT EA. VERT. NAIL w/I6d NAILS 0 5" O/C PLAN VIEW AT T-BRACE A5 CONNECTION DETAIL SECTION A ALTERNATE 5/6' ROOF SHEATHING W/104 4' 0/6 INTO BLOCKINS AND CONT. FASCIA BOARD (SEE i NAIL TO LOOKOUT W/ (5) Ibd 2x4 LOOKOUT FOR O.H. a 16' 2x4 BLOCKIN6 ANCHORED Ti (2) IOd TOENAILS E.E. 2x4 DIA60NAL BRACE REST AS 5HOM ON PLAN ' ' SABLE END FASTEN TO SLEEPER kV Ibd NAILS 0 b" 0/G TYPICAL J CONT. 2X4 SLEEPER FASTEN TO BEAM W/ . . HILTI XDNI 2-5/b" L6. 0 6' 0/C USP HTAI2 EMBEPOW STRAP W/ (b) IOd X 1-1/2' NAILS 0 EA. TRU55 VERT. I JEB (24" 0/0) GONT. GONG. OR MA50NRY TIE BEAM SEE TIE BEAM SCHEDULE — 2x4 LATERAL BRAGINS LOCATION AS SHOWN ON PLAN ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" THE DE516N PROFE5510NAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL F16URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE GONSTRUGTI ON. revisions no. date drawn PAR checked PAR/55 date 6/7114 scale 114" = 1'-O" ORO) Job n o . 14-071 . ANT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 O IL project QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 drawing ROOF FRAMING PLAN RQ sheet A-5 THESE PLANS CONFORM TO FBC - 2010 BRACING NOTES: I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TR15SE5 PRIOR TO THE IN57ALLATION OF PERMANENT CRO65 BRACING AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BRACIN615 THE RESPONSIBILITY OF THE TRJ55 IN57ALLER AND SHOULD REMAIN IN PLACE A5 LONG AS NECE55ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: SCSI 1-03). 2. PERMANENTkEB LATERAL BRACIN6 IS TO BE IN5TALLEO A5 SHOWN ON T7 E INDIVIDUAL TRU55 ORANIN66 (WEB LATERAL BRACIN615 NOT SHOWN ON THI5 SHEET). PERMANENT WEB LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIACONAL BRACING MOT SHOW IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 PEET ALONG CONTINUOU5 WEB BRACE. (REF: BC51 1-05). 3. PERMANENT DIACONAL BRACING A5 SHOWN ON THIS SHEET DOES NOT INCLUDE BRACING REQUIRED FOR 6ABLE END STUDS OR BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD 6ABLE END DETAIL FOR BRACING REQUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY A R1610 CEILING SYSTEM REFER TO INDIVIDUAL TRL55 DRANIN66 FOR BRACING REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI /WGTA SCSI 1-03: COMMENTARY AND RECOMMENDATIONS FOR HANDLIN6, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRVSSE58APPENDIX C,FOR RECOMMENDED 55aeNCE OF INSTALLING BRACING COMPONENT5. 6. THE 5TRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU55 DESIGNS TO W17H5TANO 6RAVITY AND WIND LOADIN65 AS) WELL AS 61RDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRU65 DESIONER ANGHORA6E OF THE TRUSSES AND 61RDER5 TO THE 5UPPORTING 5TRUCTVRE TO WITH5TAND WIND UPLIFT IS THE RESPONSIBILITY OF THE PROXCT ENGINEER OR ARCHITECT. 7 THE BRACING FOR THE ROOF SYSTEM 15 DESIGNED FOR BOTH POSITIVE 4 NEGATIVE PRESSURE AND MEETS THE REQUIREMENTS OF 2010 F66. BRACING LEGEND: PERMANENT 2x4 DIACONAL BRACE RESTRAINT IN THE x PLANE OF THE NEAREST hEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DECREE ANGLE. FASTEN TO TOP 4 BTM. CHORDS WITH 3-16d TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION. (REF: BC51 1-03). HORIZONTAL BRID61N6 WITH A MINIMUM 2xb STRONOBACK AT 6-0" O/C. FASTEN TO EACH TRUSS WITH 3-I0d NAILS AND ATTACH TO WALLS OR OTHER R1610 POINT AT EACH END (REF: BC51 I-03). PROVIDE OVERLAP OF AT LEAST (3) TRUSSES (FLOOR ONLY). PERMANENT 2x4xCONT, LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRU55ES AT 6'-0" OTC. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). n ZONES 1 E 2 (SEE DIAPHRAGM SCHEDULE) E ZONE 3 (SEE DIAPHRAGM SCHEDULE) o: EDGE STRIP DEFINED A5 THE LESSER OF 10% OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HE16HT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND---------t AT LEAST 3 FT. i � i I 7— -- - - - - - - - - 1 I - i �^ I I -i-- i I NOTE: SEE DIAPHRA6M 2 SCHEDULE FOR ROOF r ZONE NAILING 1--- -- REQUIREMENT5. ROOF ZONE DIAGRAM DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRA6M ZONE 1 ZONE 2 ZONE 3 PANEL PRAMIN6 IE5 EDGE INTER. EDGE INTER EDGE I INTER. LOCATION PANEL 6RADE THICKNESS SPACING REMARKS APA RATED SHEATHING ROOF EXPOSURE 1 24" O/G IOd IOd IOd IOd IOd IOd IOd BLOCKED A5 SPAN RATING 40/20 19/32" MAX. 6 O/C 6" O/C 6" O/C 6" 0/C 6" 0/G 4" 0/C 4" O/C SHOWN ON PLAN APA RATED SHEATHING SECOND 5TURD-I-FLOOR, OR W. 24" O/G IOd IOd IOd CLUED AND BLOCKED FLOOR SPAN RATING 4"4 23/32" MAX. 6" O/C 6" O/C 10" O/C A5 SHOWN ON PLAN APA RATED 5NEATHIN6 NAIL CORNER STUDS EXT. EXPOSURE 1, OR EQUAL 16" O/C IOd IOd IOd AT 4" O/G MAX. TYPICAL WALL 15PAN RATING 40/20 I I4/32 I MAX 1 4" 0/6 1 4" 0/6 1 6" O/G I I BLOCK FREE EPOE5 TRUSS CONNECTOR SCHEDULE FA57ENER5 PER AP ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (FI)A PRODUCT MARK U5P CONNECTOR TRL66 GONC✓ME-BEAM 51N6LE STRAP DOUBLE STRAP 51NSLE STRAP DOUBLE STRAP 51N5LE STRAP DOUBLE STRAP APPROVAL TC-1 HTA 12 (6) IOd x 1-I/2" - 16000 3200 # 660 # 15200 5R0 # I160 # FL 654 TO-2 HTA 20 (10) IOd x 1-1/2" - 1615 # 3230 # 660 # 1320 # 5110 # 1160 # FL 654 TC-3 RT16M X IOd x 1-1/2" (4)1/4" x 1-3/4" TAP. 13g5 # 2790 # 460 # '160 # 630 # 1260 # FL 10739 TC-4 H6AMI0 (4) 1/4"xl-1/2" (4) 1/4" x 1-3/4" TAP. 915 # 1630 # 1075 # 21500 7400 1480 FL Bill 1) ALL.ONAME LOADS ARE BASED ON USP CATALOG 5-M Ed. 2) BLDR MAY USE LONSER STRAPS OF 5AME TYPE SPECIFIED. 5) USE OALVANIZED NAILS A5 5FEGFIED BY MANUFACTURER 4) TAPCON5 SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDING PAPER BETWEEN MASONRY HALL AND EACH TRU55. BRACING DETAILS: 5HEATHIN6 COMPRE55ION YIEB 3LOPIN6 OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (61.5) PERMANENT DIA50NAL BRACE NAILED TO OPP. 51DE OF NES PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS CST N10--1 FIGURE 36: PERMANENT DIACONAL BRACING IN THE PLANE OF THE Y>EB MEMBERS FIGURE 37: PERMANENT BRACING IN THE PLANE OF THE hEB5 FOR PITCHED TRU5SE5 HORIZONTAL BRID61N6 WITH A MINIMUM 2x6 STRON6BACK CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND ATTACHED TO WALLS OR OTHER RI61D POINT AT EACH END (REF: 5051 1-03). PROVIDE OVERLAP OF AT LEAST 0) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE 36: PERMANENT BRACING IN THE PLANE OF Tft WEBS FOR PARALLEL CHORD Tme-sas BRACE 4$" 1l 45° PERMANENT WEB DIA6ONAL CROSS BRACING r LATERAL BRACE F16URE 39: PERMANENT BRAGIN6 IN THE PLANE OF THE NE05 THE DE51ON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES, OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LIGEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE GON5TRUGTION. revisions no. date drawn PAR Ghecke'd PAR-56 date b/7/14 scale 1/4"=I'-O"(UN.0) job n o . 14-071 . ANT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W A V1 W Q O rO VL n O n O V 1 ILI i— project QUA QUANTUM ENGMEERRJG AssoCIATE9 INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCLATES.COM drawing BRACING PLANS FILle'4 C C) p y A-6 S ,> of f, THESE PLANS CONFORM TO FW - 2010 A.I.C. CALCULATIONS (2 x 40 x 26,I94)/(5000 x 240) = 1.75 0+05=.36 .36 x 26,194 = 9525.09 A.I.G. OF SERVICE = 9525.011 A.I.G. RATING OF PANEL = 10,000 ELECTRICAL NOTES: A. HEAT 577RIP LOAD 6OVERN5 OVER CONOEN50R UNIT LOAD. B. GENERAL LI&HTIN6 CALCULATED ®1,382 (53.FT) x 3 (WAT75/50.FT) = 4,146114 (6ENJ_T&.CIR) = 296.14 (WATT5/EA) C. CONDUIT 51ZE. OR 2117WA75 D. SEE 505-PANEL GALCULATION5. R. BRANCH CIRCUITS RUN IN ROMEX. DISCONNECT CALCULATIONS: PANEL 'A' TOTAL (NO AV = 52,256 Ist. 10,000 ® 1003b = 10,000 REMAINDER a 40% = 16,403.2 A/C LOAD O 65% = 6500 TOTAL A' = .53,40.5.3 / 240 = 139.IB AMPS (1) 5ET5 OF 0) #2/0 AWS. THWN IN 1-1/2" CONDUIT (I)ET OF 0) #2/0 AW6. P l* IN 1-1/2" CONDUIT A" PANEL A' O DISC 2COA 2 PANEL 200 A 200A f' 1 #4 GU 6ND. WIRE TO GOLD M TER PIPE AND I-5/6" 6DX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINIFORCEIN6 BAR IN THE FOUNDATION 20'-0" LONG HIN. ELECTRICAL RISER DIAGRAM NOT CALCED YET 100% GALL. BRKR IOp00 A 0-(2) - 5,000 0{2) .................... WIRE SIZE R 06 R #10 .... 200 -AMP PANEL'A' DESCRIPTION # I # DESCRIPTION AHU #I 1 2 CU#I 3 4 DRYER 5 6 1 RANGE ........ I.. . . ........... 'T a SIZE NIp E #b R #6 R .... ... BRKR GALL. 0{2) A -(2) 12,00 .......... 100% A - - .................... - 2,7100 20-2 R #12 .... DISHWASHER ........... DISPOSAL . 9 II 10 JAGUZZI #12 R 20{I) 1$00 - 121 WASHER #12 R 20-(1) 1$00 - - 1$00 20-(1) R #12 REFRI6. 1514 MICROWAVE #12 R U 1,500 - - 1,500 20-(1) R #12 APPLIANCE 15 16 WP 6FI #12 R 20{U t$00 - - 1,900 20-(1) R #12 APPLIANCE 1-1 1& WP 6FI #12 R O{I) I$00 - B 297 15-(I) R #14 DINING RM A KITCHEN LTG. #14 R IS -(I) 297 B B 299 15-(1) R #14 OININ6 RM 21221 SMOKE PET. #12 R 20-(I) 400 - B 297 15-(1) R #14 LIVING RM 20 2 M BATH #14 R 15{I) 29T B B 291 15-(1) R #14 LIVING RM 25 26 BEDROOM 014 R 15{I) 2Y7 El B 2'r 15-(1) 1 R #14 HALL LITES 2'i 2 BEDROOM #14 R 15{I) 29'7 B - 1500 20-(I) R #12 I.G. / ALARM 2-151 BEDROOM #14 R 15-(1) 29'i B B 297 15-(I) R 014 MBEDRM 313 FLOWS. #14 R 15-(I) 29T B B 29'1 15-(1) R #14 M BEORM 5534 BEDROOM #14 R 15{1 29T B - ............. 6$00 40{2 I...... R #a .... IN5TAHOT ........... 3 3"! 3 INSTAHOT ........... #& .... R .................. ... {2) 6500 - 3 - - - - - SPACE 5q 4C WASHER #12 R 20{I) I$00 - - - - - - SPACE 4142 SPACE - I0,00 222T9 i I A.I.G. RATING 10,000 29,9'19 - TOTAL ALL PANELS 15t 10,000 at 100% REMAINDER AT 40% A/C LOAD AT 65% TOTAL = 52,258 10000 16,1103.2 6,500 55,405.5 / 240 = 139.18 AMPS L�-------------- J L "------- J LGOMPANYBEFORE MU55EBARE BUILT . J ELECTRICAL SYMBOLS DUPLEX RECEPTICAL AT 12" A.F.F. 5WITGH 51NOLE POLE 4 TELEV1510N JACK PREWIRED In 5MOKE DETECTOR g F.P.#L. METER $ DISC. �B AATPLEX BA5 RECEPTICAL 5 I�j THREE WAY RECEPTICAL AT 12" REF DISCONNECT REAKER P PANEL DUPLEX RECEPTICAL 5WITGH O HVAG Op PADDLE FAN EXHAUST AT 8" ABV. COUNTER 4 FOUR WAY THERMOSTAT W/ OR WO/ LIGHT FAN ODUPLEX RECEPTICAL FLUSH IN FLOOR �7 R 5WITGH RHI05TAT INTERCOM AT 60" A.F.F. FLOURE5GENT L16HT FIXTURE F� EXHAUST FAN ® DUPLEX RECEPTICAL 5WITGH ® TELEPHONE OUTLET INGONDESGENT LIGHT LV DOOR &ROUND FAULT D DIMMER AT 12" A.F.F. FIXTURE GL6. MNTED. Y RELEASE DUPLEX RECEPTICAL `� 5WITGH TELEPHONE OUTLET INCONDE5CENT LI&HT VOLUME TOP REC. SWITCHED K KEYED FLUSH IN FLOOR FIXTURE WALL. MNTED. n CONTROL DUPLEX RECEPTICAL SECURITY ® SPEAKER ® HI HAT WATERPROOF I KEYPAD IN GL6. GL6. MOUNTED DUPLEX RECEPTICAL IIU6 UNDER COUNTER ❑J JUNCTION BOX SECURITY LIONT5 HI HAT VAPOR PROOF iPOT UNDER SOFFIT- 40TION ACTIVATED ILL )R PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDING WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. THE DE51ON PROFE5510NAL A55UME5 NO LIA[3ILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEA5UREMENT5. ALL FI6URE5 TO BE VERIFIED BY A LICENSED GENERAL GONTRAGTOR IN THE FIELD BEFORE GON5TRUGTI ON. revisions ro. drawn checked date scale job no PAR PAR/55 e/7/14 1/4" = I'-0" (V.N.OJ 14-071 . ANT W W A V1 W Q O rO Vl LL O ^11 O Vq) LU _ project QUA 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 drawing ELECTRICAL PLAN A-7 rig THESE PLANS CONFORM TO FEC - 2010 UNDER 5OFFIT- 7N ACTIVATED MECHANICAL PLAN 50ALE : 1/4" = 1'-0" THE DE51ON FROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADES OR MEA5UREMENT5. ALL FI6URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. revisions no. date drawn PAR checked PAwss date 6177114 S c a l e 114" = P-0" N.N.OJ J o b no. 14-071 . ANT w w A w Q o ° LL 7-7 p �o N �w ~�5 project QUA 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.QEASSOCLATES.COM drawing MECHANICAL PLAN PLE co- py THE5E PLANS CONFORM TO F50 - 2010 FILL COLUMNS AND LINTEL SOLID revisions no. date OR WOOD STUDS ® 24" O/G FIN15HED GEILIN6 - SEE TYP. HALL SECTION CONT. 25 6AU6E METAL TRACKS TOP 4 BOTTOM 25 6AU&E CHANNEL SHAPED STUDS 24" O/G W/1 FULL LENGTH LAYER OF 1/21,TYPE 6YP5UM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/ I" LONG EU6LE HEAD SGREH5 TO EACH SIDE a 12" O/G GONG. FLOOR 5LA13 TYPICAL INTERIOR PARTITION Q SCALE: 314" = P-O" 6ND" FILLED OPENINGS <= b'-0": PROVIDE 811X8" MIN. GELL5 SEE PLAN AND COLUMN V BOND BEAM COURSE SCHEDULE FOR W1-#5 MID. OR REINF. 1 T 0"X6" MIN. FORMED MASONRY GONG. SILL 1W 2-N5 / OPENING MID. MASONRY �-; WALL OPE b'-O°: PROVIDE 8"X8" MIN, PRO BREAK AWAY SIDE j' BOND BEAM COURSE OF NOR RY WV 2-#5 MID. OR GOLU M - `� _ - - - b"X6" MIN. FORMED CONTINUOUS POUR _ OONO. BILL W/ 245 1° MID. PROVIDE b" MIN. 1' 1 PROVIDE S"xb" PENETRATION EA 48 MAX pl"ED CELLS H/ END 4 TIED TO I-ft VERT. DOWEL VERT. REINF. -- -- �L - - - -1 - -r-aL W STD. AV HOOK FOUNDATION OR ° ° O GEND OPENING INTERMEDIATE j (' E7<GEEO5 4'-0" BEAM - - SILL REINF. AT MASONRY OPENINGS (fib 5/4" = 1'-0" ®InnunnmC�llnnnnnl r-Inuulml II�-r nnmm�uunnml�n �.��Q®mmum�n��olluumm�_uunn�� ' I I •� - • • - , , s I , , , - 01 510"X610" BP. IR 15 FOYER 10'-0" GL6 ® IOELItEy 51T 1N 1-112" 6'-A 112" PORCH 12" MAX. GANTIL \ GONG- CK OVER BACK LICE \\ o \ N Y NOTE TO G.G. \ THIS GONG GANTIL. DECK AND RAILING 15 CURVED a 6,G, TO VERIFY FINAL FINISH FLOOR HEIGHT AND STEP 10" MAX. OVER 5.5._ REGUIREI-ENT5 BEFORE LINE GANTIL. GONG CONSTRUCTION. 1ST STEP o.i PRECAST 4 wvy5 crEI oATRAL ==c OcaOKO51 FORM a SAFE UPLIFT LOADS FOR 8" PRECAST 4 PRESTRESSED U-LINTELS SAFE GRAVITY LOADS FOR 8" Cam~" SAFE LOAD PLF TYPE LENGTH BUS 8F8 REINF. CNU 2'-10°(341 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'(70' PRECAST 340 339 607 6'-6" (78') PRECAST 507 1 721 483 7'-6" (90°) PRECAST 424 534 357 9'-4" (112') PRECAST 326 512 227 10'-6"(126') PRECAST 284 401 178 1l'-4°(1361 PRECAST 260 452 152 12'-0"(144' PRECAST 244 402 135 13'-4°(160°) PRECAST 217 324 109 14'-0'(1681 PRECAST 205 1 293 98 14'-8"(176') PRESTRESSED N.R. 284 89 15'-4"(1840) PRESTRESSED N.R. 259 82 17'-4"(208' PRESTRESSED N.R. 194 63 19'-4"(232") PRESTRESSED N.R. 148 51 21'-4"(256") PRESTRESSED N.R. 125 42 22'-0"(264') PRESTRESSED N.R. 116 39 24'-0'(2881 PRESTRESSED N.R. 91 33 401R-44 " SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T BF12-IT 8Ft6-IT 8RO-lT 8F24-iT BF28-1T 8F32-lT BB-ZrBF'12-2T W16-2T BF20-2T 8F24-2T I 8F28-zT I aF32-zr 2'-10" 34" PRECAST ( ) 1972 3173 4480 5747 7034 8321 96W 1972 3173 4460 5747 7034 8321 9W8 3'-6" 42" PRECAST ( ) 1569 2524 3547 4569 5591 RM 7636 1569 2524 3547 4569 559t 6813 7636 4'-0" (48') PRECAST 1363 2192 3079 3966 4953 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6° (54') PRECAST 1207 1840 2724 3508 4292 5077 5861 1207 1940 2724 MW 4292 5077 5861 5'-4° (64� PRECAST toffs 1632 =0 2949 3607 4265 4924 1016 t632 2290 2949 3607 4265 1 4924 5'-10'(70°) PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78) PRECAST 835(12 13Q 1880 2419 2959 3498 40M 635 1340 1BW 2419 2959 3498 4038 T-6" (90°) PRECAST 7z7 23 1021 L 12 2t0 11 2571 10 303 10 3508 (8 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 113 15 147i(15 1811(15 2152(16 2494(15 591 551 1326 1705 2054 2463 2842 10'-6" (126') PRECAST 530 552 914 15 1185(15 1458(15 1732(15 2007(15 530 686 1183 1526 1B65 1 2204 1 2544 11'-4" (136") PRECAST 474 485 798 t5 1034(15 1272(15 151 15 1749(15 494 599 1028 1422 1738 2053 2369 12'-0-(144") PRECAST a7o (s aa1 7z3(ia 93s to nMgry 13ss(ts 1sa215 470 543 928 1349 1649 1948 1 2247 13'-4"(1607 PRECAST 418(15 373 606(14 7s3(14 962 14 14 11411 t32t4 428 455 770 1145 1444 1718 1993 - 14'-0'(168') PRECAST 384(15 346 tl5914 723(14 887 (14 105 14 121814 410 420 709 1050 1434 (8 1694 (8 1954 7 14'-8"(176°) PRESTRESSED 239 323 51913 571(13,1 823(13 9760 1199(14 246 390 655 968 1324 J8 1625(11 1874(11 15'-4°(184") PRESTRESSED 224 '2 485 13 626 13 767 2 909 (13 1052(13 230 364 600 897 1224 (8 1562(14 1801(14 17'-4°(2087 PRESTRESSED 187 255 404 12 520 tz 837 t2 754 12 872(12 192 303 500 732 993 (8 1268 14 1470(ib 19'-4"(2327 PRESTRESSED 162 222 347 (11 446 11 546 12 646 12 746 12 166 261 424 616 831 (11 1057 14 1225(14 21'-4" 256 PRESTRESSED ( 142 198 806(11) 393 ti 480 iPi 567 11 654(11 142 230 369 531 713 903 13 1 13 22'-0° 264 PRESTRESSED ( 137 192 295(10 378 11 461 10 545(11 629 11 137 221 354 508 681 (7 861 2 997(13 24'-0° 288 PRESTRESSED ( 7 124 175 267 10 341 to 416(10 491 10 568 10 124 200 316 450 600 756(12 875(13 ($) THE. NUMBERS IN PARENTHESIS ARE PERCE4HP REDUCTIONS FOR GR40 FIELD ADDED REBAR. FT2EC2Y FOUND PLAN PLAN U-LINTEL5 4A37-4467V SAFE LOAD - POUNDS PER fEAR FOOT TYPE LENGTH BU8 6F8-0B SF12-00 BF16-OB BF20-OB B OB 8F28-O8 932-08 8F8-1B BF12-18 OF16-1B 8F20-1B 8 18 8F28-18 8F32-18 2'-10° 34° PRECAST ( ) 2231 3069 46M 6113 7547 74 10394 11809 3069 4605 6113 7547 74 1 10394 11809 3'-6° 42°) PRECAST ( 2231 3069 3719 5163 6607 9502 10951 3069 4605 6113 7547 74 10394 11809 4'-0" (48°) PRECAST 1966 2561 2751 3820 4890 61 7034 8107 2693 4605 6113 7647 74 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 76 5400 6224 2189 1 4376 1 6113 7547 72 10294 11809 5'-4" (64°) PRECAST 1217 1349 143E 1999 2560 123 3888 4249 1663 3090 5365 7547 36 7 19 873X191 10t2 19 5'-10"(70'� PRECAST 1062 1105 1173 1631 2090 49 3009 3470 1451 2622 4360 7%8 46 19 718(19) 8328 211 6'-6" (78") PRECAST 908 1238 2177 3480 3031 07 4W3 5061 1238 2177 3480 5381 360 1039 37 14 7'-6" (90') PRECAST 743 1011 1729 2632 2205 598 3191 3685 1011 1729 2661 3898 6BI 8467 44 6472(15 9'-4" (112°) PRECAST 554 699 4160 1625 2564 6 2818 3302 752 1245 1843 2564 486 4705 3 6390 47 10'-6"(126") PRECAST 475 535 ego 12a7 2093 7n 2163 2536 643 1052 1533 2093 781 3643 38 4754 45 11'-4"(136') PRECAST 362 582 945 423 3127 4008 5B2 945 1366 5 -- 1846 423 3127 4006 12'-0°(144') PRECAST 337 540 973 1254 1684 193 2905 3552 540 873 1254 1684 1193 2005 3552 13'-4" 160') PRECAST ( 296 471 7s5 1675 1428 838 2316 2883 471 755 1075 1428 838 2318 2883 14'-0'(168'� PRECAST 279 424 706 1002 1326 897 2127 2630 442 708 1002 1326 697 2127 200 14'-8"(176') PRESTRESSED N.R. NR NR a NR NR 45 8 783 7370 1902 224245 51 2517 2712 PRESTRESSED N.R.R .R. NR NR NR NR NR NR 412 710 1250 1733 8 2320 2513 17'-4°(208' PRESTRESSED N.R. NR NR NR NR NR NR NR 300 50 950 1326 608 1849 2047 19'-4"(232°) PRESTRESSED N.R. NR NR NR NR NR NR 235 420 750 1037 282 1515 1716 21'-4"(256°) PRESTRESSED N.R. NR NR NR NR NR NR 18 0 340 598 845 114 1359 1468 22'-0"(264") PRESTRESSED N.R NR NR NR NR NR NR 185 3,5 550 784 047 1185 139399 24'-0°(288°) PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 fi54 84 lo92 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. o.. 24'-8 NG AREA GL6 0 1 = 1174 tll� ` ray°�� i DINING AREA 0'-0" GL6 1`k RM 2 GL6 YY 10 IIIIIIIII�IIIIIIIIIIICL�I �® 11111111111111 26'-41 METAL AN6LE- ATTACH TO TRUSS W/ R-30 INSULATION SRZI15 AT 12" O.G. � VRU55 BOTTOM CHORD PLYN1100D 1/2" DRYWALL I'_9" 1 "I L-DECOR. TRIM MOULDING BATTIC ACCESS SECTION A2 SCALE 1-1/2" = I,-O„ PANEL H.V. H.V. W..1 FLOOR PLAN MALE : 1/4" = 1'-0" ALL WINDOWS AND DOORS ON TH15 RESIDENCE SHALL BE IMPACT RESISTANT W7 GROUT T.O.B.B. < #5 VERT TIES ONLY A5 REGD. SEE LINTEL SCHEDULE i7lz 1 ' 1` E— HIGH STRENGTH PRECAST LINTEL (aF W?iE/NFORCING AS READ. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYPICAL DETAIL LINTEL A2 AT OPENING YT b"Ab" BOND 1 BEAM (PER 6 SCHEDULE) 8"xb" PRECAST ( LINTEL. 1 FILL COLUMNS ^I' AND LINTEL 50LID 1 W/ GROUT al. S'xb" FILLED CELLS W/I#5 VERT. (TYPJ TAP TYPICAL DETAIL LINTEL ON COLUMN BREAK AWAY 51DE OF z MA50NRY COLUMN FOR �9 d CONTINUOUS POUR BEAM SCHEDULE - - I FOR REINFORCEMENT I .. I. FILL COLUMNS SOLID B"xB" FILLED CELL5 W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYP TYPICAL CHANGE IN A2 BOND BEAM HEIGHT BEAM SCHEDULE REINFORCING #5 HOOPS TOP MID 13TM MARK 51ZE OR STIRRUPS REMARKS TYP MASONRY BOND BM C.ONTIN UNLES 07NERA16E NOTED BB-1 8"x16" 1#5 - - NONE REOD. 2 COUR5E5 FILLED CASTCRETE HIGH 5TREWTH LINTEL L-I 8"xl2" I#5 - 1115 NONE Gp; ALL C0URSE5 FILLED CA5TCRETE WON 5TRENOTH DOOR L-2 6"xl6" 1#5 - le; �� COUR5E5 FILLED CASTCRETE H16H 57REN67H LINTEL L-5 B"x24" 1#5 - 1#5 NONE READ. 0) C01R5E5 FILLED CASTCRETE H164 5TRWT4 LINTEL L-4 8"x22" I#5 - Ins NONE REED. ALL COURSES FILLED CASTCRETE H16H STRENGTH LINTEL 1#5 NONE REDO. ALL COURSES FILLED NOTE: ENGINEERED UNIT MASONRY USED TO IPE516N 1441-1-5, BEAMS 4 COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALYSIS WAS USED TO DE516N THE FOOTIN6 INSTEAD OF PRESCRIPTIVE CODE. ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL NET FREE VENTILATING AREA 2,039 W. FT. 1/150 13.54 W. FT. OR USE 01'-7" MIN OF 2" WIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT THRU-OUT CALCULATIONS FIRST FLOOR AX 1614.0 S.F. TOTAL U/A FRONT PORCH 601-FGART 1674.0 5.F, 9T.0 S.F. 146.0 S.F. TOTAL FOOTAGE UNDER FLOOR ACCESS 0111.0 S.F. 255D S.F. TOTAL FLR FOOTAGE 2,200.0 5:17. drawn PAR ohec,ked PAR/55 date 617/14 5 G a 10 114" = I'-O" (lJ.N.0) Job n o . 14-C71 . ANT Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W F-1 W A W (� l� r® V1 z ® -A <� tu UA T- ® LLI I— Jz� project QUA QUANTUM ENGINEERING ASSOCIATES INC. StructuratEngineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM drawing F%/G G,�7yov i FIB. COPS( THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, C-RADE5 OR MEA5UREMENT5. ALL FI6URE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. sheet A-2 OF THESE PLANS CONFORM TO FW - 2010