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HomeMy WebLinkAboutBUILDING PLANGENERAL NOTES FOUNDATION NOTES MA50NRY NOTE5 PLAN NOTES (COUNV) ELECTRICAL NOTES revisions 6. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER no. date I. TYPE OF CONSTRUCTION: CLA55 V, UNPROTECTED, GROUP R3 OCCUPANCY PER I. CONCRETE UNI' 5 TO BE A5TM G q0-06b. A5TM 6RADE5 NI OR NIT. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED CONSTRUCTION MANUAL" AS PLBL15HED BY THE Ah1ERIGAN INSTITUTE OF TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.EL. THE LOCATION OF SERVICE AND SHALL FLORIDA BUILDING CODE. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH b' X b" X WI.4XWI.4 LINTELS AS NEC! 55ARY. (f4n = 1500 P51) FOR REIN5PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE 51ON CONSTRUCTION. LOCATE METER 4 PANELS AS REQUIRED. WILL HA.M ON 6 MIL VISWEEN (OR EQUAL) ON GLEAN L COMPACTED FILL PRE TREATED SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDIN6 CODE A5 ADAPTED BY THE FOR -TERMITES. HHM SHALL BE LOCATED IN THE MIDDLE TO ZIPPER HALF OF THE SLAB 2• MORTAR TYPI M PER ASTM G 270-01. q. ALL WOOD IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRE55URE TREATED. 2. ALL WIRE SHALL BE THHN COPPER. UKLE55 NOTED OTHERWISE. COUNTY AND ALL APPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT V-O" 0/0 EACH WAY WITH APPROVED MATERIALS. 2. PROVIDE 3' STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 3. CONCRETE Fit _ (HVAG, EHW, WA5HERORYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G. GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORGIN6 STEEL TO BE &RAVE 60. MECHANICAL CODE. COPPER OF EQUAL AMPAGITY. COLUMN AND WALL GENTERLINCS SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS A. GELL5 LINTEL 'I AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W 5000 FBI 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDIN6 ADEQUATE BRACING AND 4. BUILDER SHALL REVIEW DRAWIN65 IN THEIR ENTIRE3. ENTIRETY BEFORE STARTING WORK. THE 5. W15E NOTED. PEA GRAVEL GC NCRETE. 3. PROVIDE Ix2 P.T. FIRE5TOP HORIZONTAL 0 CEILING 4 WALL INTERSECTIONS OR V-0" BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. BUILDER SHALL ACCEPT FULL RECER SPONEABILITY FOR ANY ERRORS OR OMISSIONS NOT0/C VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 705. COLLAPSE OR DAMA6E. REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKCHAR5E5 WILL NOT BE B. THE MIX DE51t •N SHALL BE APPROVED BY THE ENGINEER 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P5.F., ACCEPTED. DO NOT SCALE DRAWING. 4. ALL GLAZING WITHIN 24'(48" IN HVHZ) AND PARALLEL TO A ODOR SHALL BE II. HEADERS FOR FRAMED OPENING GREATER THAN 6-0" MUST BE ENGINEERED AND CONSTRUCTION. CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR 501L BEARING CAPACITY G. ALL GONGREI SHALL BE OF A FLUID GON515TENGY WITH A 5LUMP OF 9"-11" MAX., WHICH TEMPERED. ALL WINDOVI5 OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUB5 AND STAMPED BY THE TRV55 MANUFACTURER. (UNLESS, NOTED OTHERWSE) REPORT BY A FLORIDA RE615TERED ENGINEER. de51 ned PAR 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DR„AWIN65 AS REQUIRED BELOW. MEANS THAT THE GON515TENCY SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER �U 5. ALL 51TE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS MADE IN THE 51TE SEGREGATION 0,: THE CONSTITUENT PARTS. 51MI-16HT5, 51.01N6 OLA55 DOORS AND FRENCH DOORS SHALL BE TEMPERED. 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (5) 2XI2S UNLE55 SPECIFICATIONS. 9 b. THESE PLANS, A5 DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE SPECIFIC 6EOTEGHNIGAL REPORT MUST STRICTLY ADHERED TO. OTHERH15E NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL drawn PAR ENERGY REQUIREMENTS OF THE FB.G. CHAPTER 13 ENERGY EFFIGEENCY. CONTRACTOR V. THE USE OF IXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE S. EGRESS WINDOW5 SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS. THICKtE55). T. PROVIDE DISGONNEGT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. SHALL FAMILIARIZE HIMSELF WITH THE 60VERNIN6 CODE IN ITS ENTIRETY AND BUILD ENGINEER. EGRESS WINDOV5 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. GheGked 55/PAR b. FILL PLACED WITHIN 5'-0" OF THE GONSTRUGTION PERIMETER SHALL CONSIST OF 6. PROVIDE NON-FU5IBLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND AT N ACCORDANCE WITH ALL PROVI510N5 OF THIS GORE WHICH MAY NOT BE NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. 3. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL GLEAN WELL GRADED SAND IN 12° LIFTS(MAX) AND VIBRATORY COMPACTED TO THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBERPUMPS NOT date q/I6/14 SPECIFICALLY ADDRE55ED ON THE PLANS AND NOTES. ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D TEST-02. 4. REINFORGIN6 RECOMMENDATIONS. FROM CIRCUIT BREAKER PANEL AND AS PER MANUFAGTUR7R. AT 54' A.FP. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-O" DROP, THE SILL USES. 40 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 SGa e 114" = 1'-0" ( RO) T BUILDER 15 RESPONSIBLE FOR ADEQUATE BRAGIN6 OF STRUCTURAL OR VERTICAL: SHALL BE NO LESS THAN 36' A.F.F. OR PROVIDE AN APPROVED 5AFEaARD. K51 OR BETTER, AS, DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 9. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, GRUBBING HAS BEEN COMPLETED AND APPROVED, NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.7. AFTER STANDARD GLEANING AND APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXI5TIN6 A. A5TM Ably-U . PER REINFORCING SECTION (GRADE 60). b. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE LAUNDRY AND INET BAR OUTLETS PER NEC 210.8(A). Jab n0. 14 057 . 6ER 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN65 TO THE BUILDER. GROUND. CHANNEL TYPE STUDS AT 24" O/C WITH MATGHIN& TRACKS TOP AND BOTTOM, WITH 1/2" HALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. B. WHEN A FOUNT ATION DONEL DOES NOT LINE UCO-T.P WITH A VERTICAL RE, IT SHALL NOT . IN AREAS OTHER THAN HVHZ FIXED SLA55 THICKNESS SHALL BE DETERMINED USING GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I' LON6 BUGLE HEAD DRYWALL 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS ,1. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 8. 5LA55 SBE SLOPED NOR,' THAN ONE HORIZONTAL IN SIX VERTICAL ALI6WENT, EVEN THOUGH IT 15 TABLE 24055 4 3A OF F.B.G. AS, THE MINIMUM THICKNE55 ALLOWED. SCREWS AT 12" O/G MAX. SELECTED BY OWNER. q. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW 8. IN HVHZ AREAS PROVIDE HURRICANE SHIREitS A5 PER F.B.C. SECTION 24-13 UNLESS 15. METAL LATH OVER 5HEA7HINI6 SHALL IBE 3/8" V-GROVE OR DIMPLED. CEILINGS AND II. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS, SHOWN ON PLAN. UNITS SHALL 015PLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. ENERGY CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. G. VERTICAL RE-4FORCIN6 STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4" 0/6 AS FOLLOWS; CONSERVATION CODE. FROM THE MASG' dRY. APPROVAL 1'0 PRE5ERVE THE ENCLOSED BUILDING ENVELOPE A&AIN5T IMPACT LOADS CONCRETE: 5/4" LONG STUB NAILS W/ 516" HEAD. HORIZONTAL AND VERTICAL WOOD 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS, SHOWN ON PLANS. 0. ALL MONOLITHIC THE PERT HAVE BEEN RATCHEIONAL AND FOR THE USE OF TRANSFER AS SET FORTH IN CHAPTER !b. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION s REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL 8E SUBMITTED, E31JT II. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE D. VERTICAL RE JFORCINCi SHALL BE AS, LOCATED ON THE PLAN AND AS, INDICATED IN INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL 13. DEDICATED GIRLUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLE-5. ONLY IF REQUESTED BY THE BUILDING OFFICIAL. q. PICKETS AT STAIRS, LANDIN65 4 BALCONIES SHALL BE SPACED TO PREVENT HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE FB.G. THE COLUMN SGH EDULE. WOOD FRAMING MEMBERS, ON VERTICAL WOOD FRAMING MEMEERS, COMMON NAILS PASSAGE OF A 4" DIAMETER SPHERE. 14. ALL CLOSET L16HTINS SHALL COMPLY WITH NEC BEG. 410b. it.SHALL BE BENT OVER TO ENGAGE TA LEAST THR� STRANDS 6F LATH, OR BE BENT M CONCRETE FOR FOUNDATIONS AND FOOTING SHALL BE 2500 P51 MIN. E. VERTICAL O H E TIE E EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL 8E OVER A RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES I' LEG, 1/I6° 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED Ob5. CONTINUOUS TO HE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW 0. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING SCREWS #12 x I/2° WASHER HEAD STAPLES SITE PLAN NOTE-5 REINFORCING BA R5 TO CONTINUE UNINTERRUPTED. PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO GH BEAM 5EDULE NOTES II. IN ZERO L07 LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS SHALL NOT SHALL NOT BE USED FOR SOFFITS OR CEILING ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. HORIZONTAL: VENT THHROU6H1 THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BOVDING DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS BOUND SIMULTANEOUSLY. 1. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL Shawn M. Stambaugh, PE LOCATION OF THE HOUSE, POOL, VRIVEWAY5 AND 517E FEATURES ONLY. THE S.C. OR OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (EEJ OF BEAM OR A. HORIZONTAL T ENFORCEMENT SHALL BE PROVIDED AS, SCHEDULED IN THE BEAM 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR. FL. LTC. 61850 - C.A. 26210 OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED V A R 15 R ED THROUGHOUT (T.OJ BEAM AS, INDICATED ON BEAM SCHEDULE. 5TIRRUP5 SHALL BE TYPE SCHEDULE. BARER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER SURVEYOR AT B ILDIN6 COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE BARRIER. 11. PROVIDE ARC -FAULT GIRGUIT INTERRUPTOR PROTECTION IN DNELLIN& UNIT LIVING, FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, 5 b AND' SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE FRAMING NOTES �rEp• B. HORIZONTAL .PINT REINFORCEMENT SHALL CONSIST OF AT LEAST 9 GAGE LADDER DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOMS, SUNROOMS, CLOSETS, HALLWAYS AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS 17. I-1/MATIG FASTENERS SYSTEM TO BE HILTI{OIL NAIL PROGRAM. TYPE TO BE f,RF OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL TYPE REINFORCE D STAGED NOT MORE THEN Ib" O/G PERT. REINFORCEMENT SHALL OR 51M. ROOMS PER NEC 210-12 (B). AL50 BE PROVII'FD AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LF55 112E I-I/2" LONG AND .120" DIAMETER U.N.O. r 2. ALL BEAM (MARK °B") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 'Jdt D2 CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED E WRITING PRIOR TO PERMITTING THEN E S ANC ) THE PEENING. PROVIDE 8' MIN EMBEDMENT INTO CONCRETE COLUMNS I. THE TRU55 AND FLOOR SYSTEM LAYOUT 5HOMTRUC UR THIS SHEET S 516NED UNDER IN 18. WHEN WOOD POSTS ARE NOT IN A FIRERATTD WALL, FIRE RATE POST AS, FOLLOWS: I8. SMOKE DETECTORS REQUIRED ON ALL HVAG UNITS WITH ROOT GFM OR MORE. SST. LL?CfE', ('OL+NTY R�LDINC DITrISiON AND CONSTRUCTION. No WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR AND BEAMS ANC FULL DEPTH LAPS AT All MASONRY "L' AND 'T" IN7TRSEGTION5. NATURE. 1OWEVER, THE 5UPPORTIN6 SUPERSfRUG11URE HAS BEEN DESIGNED UNDER THE 3. ALL TIE BEAMS (MARK "78°) REINFORCING SHALL BE CONTINUOUS THROUGH TIE- RE50LVE5 THESE GONFLIGTS. ASSUMPTION THAT THE FRAMING SGHtT1E SHOWN WILL CLOSELY PARALLEL FINAL TRUSS WRAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (U Iq, CEILING AREA 110 V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM E�'TFW'ED FOR C 'CE BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. 5 GENERAL. AND FLOOR 5Y5TEM DESIGNERS LAYOUT. LAYER OF 50' TYPE 'X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING THE DOOR TO BATHROOMS, WASHER/DRYERS, A/C SUPPLY AND RETURNS 4 KITCHENS. REVIEIAT ; FOR THE POST. DATE C� CONCRETE NOTES 4. BA+DUE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS NTH TOP BARS SMOKE DETECTORS MAY BE WITHIN 20 FT. OF A COOKING APPLIANCE IF THEY ARE OF 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.T. BEARING PLANS AND P Ri<U A. STRUCTURAL T"E516N 15 IN ACCORDANCE WITH A.G.I. 530-08/ A.S.GE. 5-08/T.M.S. THE PHOTOELECTRIC TYPE. FROM ADJACENT BEAMS. (UNO). 402-08, BUILDIW-i CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERM15SION FROM THE PRIME HI TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED OR NO INSPECTION WILL BE .NLADE° ST BE KEPT O\ JOT: I. CONCRETE SHALL CONFORM TO ASTM G94-O'i, SHALL HAVE A MAXIMUM WATER/GEMENT COMMENTARY Oh BUILDING CODE REQUIREMENTS FOR. MASONRY STRUCTURES. PROFE55IONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE WIND LOADS PER F.B.C. 2010. 20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 1O' OF A ROOM USED FOR RATIO OF Ob AND SHALL HAVE 3000 P51 COMPRESSIVE STRENGTH IN 26 DAYS ( 5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 4 DOOR HEADS (28' MAX) STRUCTURAL REVISIONS AGGORDINSLY. ADD 2-#5 BOTTOM IF DROP EXCEEDS 8". SLEEPING PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR UNLESS NOTED OTHERN5E) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI B. CON51RUGTIO SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-08/A.S.GE. b-08/T.M5. APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME 316-08 AND AGI 301. ALL CONCRETE MASONRY NoRK SHALL BE IN ACCORDANCE WITH b. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK 602-05, SPEGIF' .ATION5 FOR MASONRY STRUCTURES AND THE COMMENTARY ON 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE MEGHAN I GAL NOTE5 FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER AGI 530-08. WORK SPECIFICATIONS %OR MA50NRY STRUCTURES. SUBMITTED � ALL H15 OFFICE OR RI VI AS PTRUSS AND ART OF THE FLOORDESIGSYSTEM DE516NER5 MUST UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. �+ I. ALL HEATING, AIR CONDITIONING, REFR16ERATION AND VENTILATION EQUIPMENT SHALL ^aBCANI[Vtu 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LA55 ON VAPOR 7 AL ADDED L06ITLOINAL BEAM REINFORCING SHALL EXTEND 6' MINIMUM INTO G. IN HVHZ AREA -5 THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE 21. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE L15TED OR �7Y BARRIER - 3/4" BEAMS AND COLUMNS - I/2" HORNED CONCRETE BELOW GRADE-2" BUILDING OFFIC/ L TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANE IN 4. TRUSS AND FLOOR 5Y5TEM MANUFACTURER SHALL 5U5MIT THREE (3) COPIES OF SHOP LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. SUPPORT WLE55 OTHERWISE NOTED. ACCORDANCE W TH SECTION 21222.4 F.B.C.DRAWING AND ENGINEERING CALCULATIONS 516NED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING CODE ETER6Y CONSERVATION. THESE PLANS A UNFORMED CONCRETE BELOW 5RADE-3" REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) GOPIE5 FOR 22. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS ALV�3PjOP'Q ED 9f{f(';j' 8. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLIN6 UNITS. 3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615-04a. 6. VERTICAL GEL L5 FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ EN61MEftZS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWING IS 5PECIFIED IN NEC 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC 406.11 AND SUBJECT TO ANY CORRECTIONS SPEGIT'IGATIONS. 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 PASS THROUGH RATED IRED BY FIELD INSPECTORS THAT 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL y O1.IE_(,Up,R7ER OF MAXIMUM BOTTOM P.EINFORGIN6 STEEL AREA OF EITHER AD.lAGENT MANUFACTURER OF HIS, RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY ASSEMBLIES IF ANY. 23. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' A5 M BL15FED BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS 'A" TENSION LAP SPLICE 7, GLEANOUT OPE'NIN55 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS, AT INTEGRATES WITH THE ARCHITECT/ EN&INNER5 5UPERETRUGTURE. IF THERE 15 ANY GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, Y BE NECESSARY IN ORDER TO BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. ON EITHER SIDE OF SUPPORT. EACH LIFT OVER 4'-0' HIGH. GLE'ANOUTS SHALL BE SEALED AFTER GLEANIN6 AND CONFLICT OR ,ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM 4. ALL DNIELLIN& ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, GATV, ETC. PER NEC 250.114. (, INSPECTION, AND BEFORE 6JUMPERS OR TRANSFER GRILLES. ROUTIN6. (OMPANY 5H)LL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC LY WITH AA.I. APPLICABLE CODES, 10. MARK ' S. ADEQUATE VERTICAL AND HORIZONTAL SHORIN6 SHALL BE PROVIDED TO SAFELY IN REINFORCING COLUMN BETTNEEN TWO BEAMS INDICATES THAT AREA OF CONCERN. G' y, SUPPORT ALL LOADS DURING, CONSTRUCTION. REINFORCING SHALL BE GONTINUOU5 TH;RU THESE TWO BEAMS. STEEL I •OTES 5. A/G UNITS MAY HAVE CON,. PAD OR OTHER APPROVED MATERIAL EXTENDING ALIV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISG. EQUIPMENT. r-, Q COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING &RARE OR SHALL BE SUSPENDED A MIN. OF b" ABV. ADJOINING 6RAL:, , j�+y b. CONCRETE BEAM SIZES MAY INCREASED (8" M O AS, REQUIRED FOR I ARCHITECTURAL L STRUCTURAL 6 SEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, TRU55 PRAHIN55.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-O°xq'-O' PAD FOR DOUBLE UNIT. DETAILS OR FIT BLOCK MS (251N6, DROP BOTTOM OF TIE BEAM AS REQUIRED E FABRICATION AM D ERECTION OF STRUCTURAL STEEL FOR BUILDIN65° . MATERIALS SHALL COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING DESIGN A E WINDOW AND DOOR BEAMS (28" MAX) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS CONFORM TO TH APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W SHAPES - A992-Oba, REQUIREMENTS. 8 ' OTHER SHAPES - A36-05, PLATES A36-05 BOLTS - A 30T-04 TUBULAR - A500-M GRADE PLUMB I NO NOTES 0 1. DOWEL5 COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER B (46 K51) b. NEITHER AR+ HIITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR 5TRUGTURAL L!_ OF DONE-5 AS, VERTICAL BARS ABOVE. BEAMI5, GGLUM"S, AND FOOTING UNTIL REVIEW OF APPROVED TRU55 AND FLOOR 2. WELDED CONE RUCTION SHALL CONFORM TO THE ANERICAN NELDIN5 SOCIETY SYSTEM DRAWING, 51GNED AND SEALED BY A FLORIDA RE:615TERED ENGINEER. I. ALL PLUMEIN& FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 40, w 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR VIA. MIN. WHERE SPLICED AND SHALL '5TRUCTURAL WE DING CODE'. ELECTROVE9 FOR FIELD AND SHOP MELDS SHALL BE F.B.G. BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS, HORIZ. BEAM A1N5. A5.1 ETOX; . T. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL PLUM5IN63. D 5P051TIONN OF IRAINEHATERRSSHA L COMPLYT THE HITH� EC °F TABLE PLUM BIN& CODE CHATTER n. CODES USED: �j REINFORCING AT EACH FACE. LAP 4& BAR VIA. MIN. BOTTOM EACH STUD. (CONTV) z 4. ALL PLUM81N6 PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF .JACKS. 9. PLACING DRAWING ON BAR LISTS SHALL CONFORM TO AGIS "MANUAL OF STANDARD 5. CONDENSATE DRAINS MUST 8E A MINIMUM OF 12" OFF THE BUILDING. - FLORIDA BUILDING CODE 2010 - o PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS, POL15HEP BY THE 6. 5HONER COMPARTMENTS AND WALLS ABOVE BATH TU55 WTI 5HOWER HEADS 51ALL - NEC 2008 CONCRETE REINFORCING STEEL INSTI7urE UNLE55 NOTED O7HERW15E. PROPOSED 51 NOLE FAMILY RE51 PENCE BE FINISHED WITH A SMOOTH, INLETNONA. 0RBENT SURFACE TO A HEIGHT NOT LE55 hEN LLI (� TO INCHES ABOVE THE DRAIN INLET. - AS.GE.- T-10 LLJ o :D U ABBREVIATIONS LOAD 5GHEDULE DRAWING INDEX W z A8V ABOVE EXT. EXTERIOR M.G. MEDIGNE CABINET 5M5 SHEET METAL 5GREW5 LLOCATI FLOOR LIVE AD 10 0 PAR TOTAL 0 Lu f- AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS R aPPIles to slab G-1 COVER SHEET v AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD S1. STEEL FLOOR FRAMING 40 15 10 65 B.F. 81 FOLD FR FRENCH DOOR MAX. MAXIMUM 5W SWITCH ROOF 30 25 O 55 p J B.P. 81 FOLD FIN. FINISHED MFR. MANUFACTURER 5AD.T. SHEARWALL OVERTURNING FORGE 5 I 517E PLAN ro eG BBK. BLOCK FINL. FLOOR MICRO. MICROWAVE -'EMP. TEMPERED WNW A -I FGUNOATIONDETAIL5 BLW. BELOW 6.T. 61RDER TRU55 MIN. MINIMUM T.B. THROUGH BOLT BR6. BEARING 6A. 6AU6E M.O. MASONRYlOPENING T.OT.O. THROU6H OUT = 1111 - E-...- - TT MA50NRY BOND BEAM ... _ ULTIMATE WIND SPEED = 165 m{ph. GL6. CEILING 6FIMONOA-2 FIRST 4 5C-CO?V FLOOR PLANS BTM. BOTTOM 6FI GROUND FAULT INTERRUPT GALVANIZED MTL METAL TD.PL. TOP OF WOOD PLATE NOMINAL WIND SPEED = 125 m h FL A-3 EVA7I015 [DETAILS GNI/ CONCRETE MASONRY UNITS 6L. GLASS O.HD. OVER HEAD DOOR TA.TB. TOP OF TIE BEAM IN COL. COLUMN 61AB GYPSUM WALLBOARD 0/0 ON CENTER TYP. TYPICAL R15K GATAGORY = II A-4 SECTIONS d DETAILS Q11A GONG. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. P0JNIn PER LINEAR FOOT U.N.O. UNLE-55 NOTED OTHERWISE BUILDING DESIGN AS ENCLOSED A-$ FLOOR 4 ROOF FRAMING PLANS 4 DETAILS QUANTUM ENGINEERING ASSOCIATES INC. C5MT. CASEMENT HGT. HE16HT P.S.F. POUNDS PER 5WARE FOOT UL UNDERWRITER5 LABORATORIES ... ML. DOUBLE HP5. HOOPS F.B.I. POUNDS PER 5MARE INCH V.I.F. VERIFY IN FIELD ®®�4� ®®�( EXPOSURE CATEGORY = D METER HR HOUR P.T. PRESSURE TREATED WA. HEDGE ANCHORS V�I DISP. DISPOSAL HS HORIZONTAL SLIDING PART'N. PARTITION ly/ WITH ROOF DEAD LOAD FOR WIND FLOOR d ROOF BRACING PLANS 4 DETAILS DIA. DIAMETER OP DESIGN PRE5°.�URE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WC WATER CLOSET 0 00 0 DES15N TAKEN AT 10 ps.f. A-7 1ST 4 2ND FLOOR ELECTRICAL PLANS DR. DOOR INS. INSULATION PLRN!<i, PLYWOOD AD. HOOD ® ® DW 015H WA5HER INT. INTERIOR R.O. ROUGH OPENING _flfl NOTE: THIS STRUCTURE IS DE516NED IN E.E. EACH ENV 1.6. LONG E.C. SOLID CORE ®® 10 ®® ACCORDANCE WITH CHAPTER lb OF THE ELEG. ELECTRICAL LIN. LINEN 5.6D. SLIDING GLASS DOOR FLORIDA BUILDING CODE AND A5GE. DESIGN M-1 IST 4 2NO FLOOR MECHANICAL PLAN ELEV. ELEVATION LT. LIGHT 5F 5WARE F007 ®0 J ®®® PRESSURES FOR EXTERIOR DOORS AND E.S. EACH 51DE L.T. LAUNDRY TUB 5H SINGLE HMG, WINDOW5 ARE NOTED ON THE DOOR AND SlrueturalEngineering WINDOW 5HEDULE5. WINDOW AND DOOR C j' MANUFACTURERS SHALL MULTIPLY THE GIVEN Cost Segregation ff,, ST LUCIE COUNTY FLORIDA DESIGN PRESSURES BY THE APPROPRIATE 'ONCE, Cry, lA�flF#ENj$ 1 FACTORS TO OBTAIN TEST PRESSURES. -- ARE THE RESPO111, I liY. IA THE ELECTRICAL SYMBOLS LEGEND FAN LGWPGLT. PLAN / ELEVATION SYMBOLS LEGEND CONTRACTOR ofREcm 22 V. BOX RECEPTACLE TELEVISION JACK FB 5D AT 12" A.F.F. 4 PREWIRED _ SMOKE DETECTOR 5HEARWALL LABEL 300 AVENUE OF CHAMPIONS .UNCTION 1 PALM BEACH GARDENS, FL 33418 ryfly� DUPLEX INTERRUPT T 1 ARC SINGLE RECEPTACLE QT THVACHEF ❑J SMOKE 6ROUT FILLED CELL SEA II FAULT TNT-RRUPT AT 12" A.F.F. I THER.MO°'"AT BOX ® DETECTOR DETAIL QQ ����� AS NOTED HEIGHT FAX 561.2.6 .24 DEVIGATED # SCALE O INTERIOR FOUNDATION PLAN Pl00/101rO%///(///////////!//////%� AS, NOTED FAX 561.296.2494 RECEPTACLEQ <.Q PADDLE FAN 4 owc 2 ELEVATION � BEAM LABEL WWW.QEkSS_C)CIAI'ES.COM ?H AT DUPLEX DEDDIILCATED 5WITGHED AT 01 A.F.F. OO WI OR WO/ LIGHT g FAEXHAUST ° POURED�%%��%��%����J� EXHAUST FAN 3 CONCRETE COLUMN [11/!11/111/!11/.!L//11 HEI AS NOTEDROPPED D FLOURESGENT draw in �� �G�TA`c� T^ 51N6LP REGEPTAGLE LIGHT FIXTURE # DETAIL 000# MAX, C AT 8" ASV. COUNTER �D DEDICATED UNDERGOUNTER � KEYPAD � F L /LIGHT COMBO owc. SCALE O DOOR LABEL T�� � CONNECTOR DUPLEX RECEPTACLE FLA RE `SPEAKER 0 NON-BEARIN6 FRAME 1 Tt� ARCHED OPENING SEE ?GFI GROUND FAULT INTERRUPT PJ DUPLEX RECEPTACLE- ARC © DOOR IN GL6. GON5TRUGTION Z - Z LIU- PLAN OR ELEV. II FAULT INTERRUPT • 12' A.F.F. CHIME COVER SHEET DUPLEX RECEPTACLE c AT W ASV. COUNTER PUSH{ INCANDESCENT INTENT LV DOOR A REVISION GFi DUPLEX RECEPTACLE p FIXTURE GL6. MINTED. # SECTION BEARING FRAME GROUND FAULT INTERRUPT I BOTTOM Y RELEASE 0 TOP REG. SWITCHED ym{ ARC, FAULT INTERRUPT °WG `'G'� $k WINDOW LABEL CONSTRUCTION MASONRY CONSTRUCTION II TOP REC. SWITCHED SWITCH ® AT 12" ONEAF. OUTLET F. FIXTURE WALL. LMNTED. Q CONTROL VOLUME N TYPICAL DUPLEX RECEPTACLE SINGLE POLE HI HAT SWITCH NORTH ARROW [ _ _ _ _ ] FRAME CONSTRUCTION RUCTION GL6. MOUNTED i SWITCH TELEPHONE OUTLETOUTLET� DISCONNECT # SECTION TABOVE OR BELOW GFI WATERPROOF 3 THREE WAY FLUSH IN FLOOR owc SCALE G# COLUMN LABEL - eet GROUND FAULT INTERRUPT HIHAT sh BEAM HEI&I7 THE DE51ON PROFE55IONAL A55UME5 NO I DUPLEX COUNTER SWITCH DEDICATED ® VAPOR PROOF PANEL BREAK LINE ELEV CHANGE LIABILITY FOR IMPROPER 5LOPE5, GRADES ;uc UNDER COUNTER �4 FOUR WAY ® DATA LINE ® PANEL _ _ - ® allADRUPLEx ' ' SWITCH C'V CENTRAL VAC" RECESSED F.P.4L. 4DMETER OR MEA5UREMENT5. ALL FIGURE5 TO BE C-1 ' REGEPTAGLE �n DIMMER Y REcRECEPTACLEAGLE EYEBALL I� 4 DISC. O 2VERIFIED BY A LICENSED GENERAL CARBON MONOXIDE (7� INTERIOR ELEV. F# FOOTIN6 LABELS GRAPHIC, SCALE 0'-0" FIN. FL. SLAB FLOOR ELEVATION DUPLEX RECEPTACLEITCH SECURITY Low VOLTAGE SCALE SCALE, I/e • r-0° CONTRACTOR IN THE FIELD BEFORE FLUSH IN FLOOR �K SWKE W LI6HT5 cw DETECTOR ® TRANSFORMER eoNSrRuerloN. of THESE PLA1,45 CONFORM TO FBC - 2010 WA TER W/ Y 11 1 gOA T LIFT WOOD DOCK SITE PLAN 2 5 v o SCALE: 1/4" = 1'-0" LEGAL DESCRIPTION: LOT 102, VENTURE OUT IN AMERICA SECTION C, ACGORDIN6 TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16, PAGE 16, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PROPERTY LOCATED IN FLOOD ZONE: AE BASE ELEVATION: 1.0 COMMUNITY PANEL NO.: I20265-5I4-J DATED: 02/16/2012 PROPERTY STREET ADDRESS: 10101 SOUTH OCEAN DRIVE WIOI .lENSEN BEACH, FL., 3495"1 PREPARED FOR: 6ERETY THE DESIGN PROFESSIONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 5RADE5 OR MEASUREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICENSED SENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. 0 Aft revisions no. date designed PAR drown PAR checked SS/PAR date vian4 scale 114"=r-Og0.0d Job n o . 14-057 . 6ER W W o O J LL NW _0 Nw C) W w rW v p J > �— U) project Q-EA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering a 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 CONTRACTOR Copy sheet S-1 of THESE FLAN5 CONFORM TO FW - 2010 PROVIDE 1/2, EXPANSION JOINT MATERIAL LONER SLAB AT GRADE X 5" CLEAR Nc� UNOBSTRUCTED U PLAN FOR BAR 51ZE AND OPENING SPACIN9 OF 5000 P51 6ROUT FILLED CELL. PROVIDE GLEANOUT AT BOTTOM TO ENSURE PROPER FILL. ADD WEEP HOLES AT 1/5 AND 2/5 OF SPAN HOOK REINF. BAR 12" AT TOP AND BOTTOM 8" x b" x 16" CONCRETE MASONRY I' _ UNITS WW TYPE "M' MORTAR w hI 4" CONCRETE SLAB Wl bxb 010/10 m WELDED WIRE MESH ON GLEAN I COMPACTED FILL FOUNDATION o .VAPOR BARRIER TYP. GROUT FILLED MASONRY CELL DETAIL — 05 DIA REBAR 0 4b' 0/0 VERT. 6'xb' CONG GAP W/I ME PLFOR ACTUAL NO DIM OF AN 05 DIA VERT. RISERS AND TREADS BEE PLAI`L ' I WIRE MESFI 1405 CONT. I >Fs CONT. 6RADe i NO51N6. TYP. i F —bxb W2.4xW2.9 X44 TRANSVERSE • (2) 04 CONT. BARS ONLY A b"y TRAN5VER5E CONT.REBAR EARS ONLY AS �•— - RE29.5EE +. - — — 5EE FOOT/N9 a w=z REOD. Sff EQ. EO. CONT.REBAR EDGE BARS ALNAY5 SEE FOOTIN66 SC EPAE REMIAN. SPACE OTfEFZS EQUALLY L SEE SGHED. ELSE BARS ALWAYS REMIAN. SPACE OTHERS F6 TYP. EXT. CONC. EQUALLY Al STAIR DETAIL F1 CONT. ISOLATED SPREAD 145 DIA CONTIN 5'MIN CLEAR 112" FELT EXPANSION a--\ 5I ! - �4. ��. SLAB FFIN IIN I 25/32" THICK PLYWD FLOOR SEE FLAN FIN FLR O BEDRM 2x12 FLOOR JOIST 0 16" O.G. W/R-30 BATTS —51HP50N LU5210 J015T ER 2 P.T. CONTINUOUS ATTACH TO W W/ 5/8," DIA. HE06E ANCHORS 0 MAX. H/2" DIA WA5HER5. TYP. 11N. EMBED INTO FILLED CHU BEAM 5TL - SEE 5GNED. #5'10" Nv BARS O BEAM STL. b'xb" THICKENED EDGE W/145 DIA CONTIN. GRADE BEAM TO GRADE BEAM \7f,7z-Z!:+ BENDING DIAGRAM (TYP. 05 DIA RE 1AR 0 45" �. 10/G VERT. T"-vERSE EARS ONLY AS Q - FINISH , 1 READ. so I EQ. CONT ZW kPIPROX G SEE SGHED. SEE FOOTfN6 SGNEDULE EDGE BARS ALWAYS REMfAN SPACE OTHERS EQUALLY F3 CONT. ISOLATED SPREAD @ IL-- � _ FOYER STEP @SECTION DETAIL - @ AREA UNDER WOOD FLOOR @ WI-05 5E�_—E PILE DOWEL 12" ABOVE TOP TOP OF PILE F5 FOOTING/ WALL DETAIL i. I I I _JI,,_ (I) - 07 vtpcTICAL I j I I I I FULL DA OF PILE 1-- i I I I (5) -5 -r VERTICAL H/ 1 -1 04 02" O.G. I , i L-�1 p L-L-i I i I -� -- 1 I SEE SOILS REPORT -6, 4• B.O. PILE TYPICAL AUGER PILE F4 &,C, TO FIELD VERIFY ALL 5TEL5 TO 6RADE BEFORE CONSTRUCTION � � I " \ 4ON 6S\ RAVE \ FS -2'-8' B.F.F. \ \ 1,W `r1 CMU WALL FROM FLOOD DOWN TO TINS. TYPICAL IN 16WY 5MART/ENT PER LAND DIV CODE SECTION C. TO KE- NO HIGHER THAN (1) b" COURSE ABOVE SLAB a VENT LOCATION. 15LARI)N"T CR. TLD b" COURSE / H.V. TGHED AREA NDIGATFS FIRST FLOOR AT OR Al FLOOD HT. 3, VTR J1l Irr R pTTic f UP TO ZRD�I <IR TOa09 I � mum revisions � no. date �E�T B V6IGOMT5 3/14/15 2�J L tAIRI STUDOR . I �o PLUMBING RISER DIAGRAM NOT TO SCALE — — — I CELLS CARRYALL 9 5'-b F2 19 3,, I [ I I FOOTING TYP. SHADED CELLS INDICATE b xb W/(Up5 DIA VERT. O 4b' O.G. MAX FROM SLAB I I DO�� FT6. TYP. I ® I I Cf I � I "' 4" THICK 2500 P51 (MIN) POURED CONCRETE SLAB (OR US i I EQUAL) OVER bxb),10/10 W.W.M. OVER APPROVE) VAPOR BARRIER AND WELL COMPACTED (TO 45 %) GLEAN AND TERMIIE TFEATED SAND FILL. OL aoCOZ --LAD ® I -3=2 " B.F.F. VERIFY ALL SLAB HTS BEFORE CONSTRUCTION I I n Ib"Xb' SMARTVENT PER LAND FOUNDATION PLAN SCALE: 114' = 1'-O" MV CODE SECTION C. TO BE NO H16HER THAN (1) b' COURSE ABOVE SLAB a VENT LOCATION. ALL AREAS BLLCK FLOOD ZONE MUST BE WNSTRUGTED W/ FLOOD RESISTANT MATERIAL PER FU3.C.-R 2010 SEC. R522.18 FOOTING SCHEDULE MARK 51ZE (NxD) REINFORCIN& DESCRIPTION DETAIL NO. F-I 21 x 12 H/4 05 CONT. (2 TOP a 2 BTM) STEM WALL TYPE FI F-2 16 x 12 W/4 05 CONT. (2 TOP a 2 BTM) STEM NALL O STEP F2 F-5 16 x12 K/4 05 CONT. (2 TOP a 2 BTM) STEM YIALL O STEP F3 F-4 1 42 x 42 x 12 H/4 05 EACH WAY BOTTOM J60LATEO RAD F4 F-5 21" x 16" x CONTIN W/4 05 CONTIN. (2 TOP, 2 BOT) W/(7) 05 HOOPS a b" O.G. E.E. STEM HALL F5 F-6 21 x 12 OU4 05 CONT. (2 TOP a 2 BTM) STEM WALL TYPE Fb F-7 SEE DETAIL COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION bxb COW. BLK. W/1 HILLY 6RatW CELL W/1-#5 VERT. FA. CELL ,-1 CELL a 6'-0" 0/G OR A5 LOCATED ON PLAN 6xf6 GONG. &K. U'N2 FULLY GROUTED CELLS W-45 VERT. F-A. CELL C-2 BLOCK 6xf6 C-5 BLOCK CON, BLOCK W/2 RILLY 6RGU 117 CELLS Wl -W DIA VERT. EA. CELL 6XI6 G-4 BLOCK CON, BLOCK Kt2 FULLY 6R.WW CELLS W/147 DIA VERT. EA. CELL 12x22 (NIN C-5 COW. b- 06 DIA VERT. Y'1t03 TIES O 12" O.G. PILING NOTES: I. PILIN65 TO BE 14" DIAMETER BY 52'-0" MIN. LENGTH OR REFUSAL MIN ALLOWABLE DE516N CAPACITY - 12 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 543-R-00. REINFORGIN S = (1) 07 x 52'. EXTEND IVABOVE T.O.P. ELEVATION 2. AUISERGAST PILES ARE PLACED BY ROTATING A CONTINUOUS FL16HT HOLLOW SHAFT AUGER INTO THE GROUND TO A PREDETERMINED PILE DEPTH. HI&H STRENGTH 6ROUT 544ALL BE PUMPED WITH SUFFICIENT PRE55LRE AS THE A116M 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE 6ROUT INTO SOFT OR POUROUS ZONES OF THE 5URROUNDIN5 SOIL. A HEAD OF AT LEAST SEVERAL FEET OF &ROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AU61it FLI6HTIN6 AT ALL TIMES DURING THE RA151NS OF THE AUGER SO THAT THE 1-1161-1-5TREN6TH GROUT HAS A 015PLAGIN6 ACTION REMOVING ANY L005E MATERIAL FROM THE HOLE, TH15 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEFENDANT ON WHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. 5. AUGER GROUT SHALL HAVE A MINIMUM COMPRE561VE 5TRENGTH OF 4000 PSI AT 26 DAYS. SEE CONCRETE NOTES ON SHEET C-I FOR ALL OTHER CONCRETE. 6.G. TO VERIFY ALL FOUNDATION DIMENSIONS AND FINISH FLOOR HEIGHT WITH SURVEY INFO BEFORE CONSTRUCTION NOTE: (5.G. TO VERIFY 501L BEARIN6 CAPACITY FOR FOOTING TYPES SPECIFIED KITH A 6EO-TECHNICAL REPORT FROM A FLOIRDA LICENSED 6EOTECHNICAL 045INEER BEFORE CONSTRUCTION NOTE: 6.0. TO VERIFY ELEVATIONS KITH SURVEY AND ADJUST AGCORDIN61-Y IF NECE55ARY BEFORE CONSTRUCTION. DO NOT EXCEED MAX BUILDING HT. ALLOOED BY LOCAL CODES. PILIN55 ARE PROVIDED AT OHNER5 REQUEST TO PREVENT COLLAPSE IF SEAWALL BECOMES CO1-1PROMI5ED. A 6EOTECHNIGAL EN61NEER MUST PROVIDE A CERTIFIED 6EOTECHNICAL REPORT KVILE AND FOUNDATION RECOMMENDATIONS A5 HELL AS NECESSARY MEASURES REQUIRED TO PREVENT DIFFERENTIAL SETTLEMENT BETNEEN DEEP AND SHALLOW FOUNDATIONS. ENGINEERED PLANS MUST BE COORDINATED WITH THIS REPORT PRIOR TO CONSTRUCTION. designed PAR drawn PAR checked !4~ date 9/16/14 5GaIe 1/4"=1'-0"ORO) Job no. 14-057.CeR G Shawn M. Stambaugh, PE FL. UC. 61850 — C.A. 26210 W W o rr o LL Z ►''� — 0 LU W O �W `./ p LU J > I— CO project 1z ]L— /A NOTE TO BUILDER: ALL MASONRY RETAINING WALL5 SHALL BE 6ROUTED SOLID BELOW QUANTUM ENGINEERING ASSOCIATES INC. SLAB LEVEL NOTE: ALL CONCRETE BLOCK TYPES SHALL BE INSTALLED A5 NOTED. 6.G. SHALL VERIFY ALL HEI6NITS BEFORE CONSTRUCTION Structural F.iegineering 0 MOTE TO BUILDER: Cost Segregation BUILDER SHALL COMPLY WITH FBG SECTION R404.1.7 FOR STEM WALL CONSTRUCTION NOTE: KEATHERINI6 AREA PER TABLE 501.2.(1) 300 AVENUE OF CHAMPIONS WEATHERING: NESLI61BLE PALM BEACH GARDENS, FL 33418 TERMITE: VERY HEAVEY 561.202.6994 FAX 561,296.2494 W W W.QEASSOCIATES.COM drawing FOUNDATION PLAN NOTE TO BUILDER: VERIFY ALL DIMENSIONS AND AMBLES INFORM KITH SITE CONTRACTOR INFORMATION BEFOREO1;M CONSTRUCTION COPY Sheet THE DE516N PROFF-55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 A-1 OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. ESE FLAN 5 CONFORM TO FW - 2010 of 2ND FLOOR PLAN SCALE; 114' = I'-O" 2X6 WOOD STUD WALL PVR-II MIN BATT INSUL. STUCCO OVER DENSESLA55 601D OVER TYVEK BLD6 VRAP OVER I1q/32- THK EAT GRADE PLYWOOD SHEATHING. METAL AN&Z- ATTACH TO TRL65 W ATTIC ACCESS SECTION SCALE 1-4" = 11 O' i OR WOOD STUDS a 24" 0/G O FINISHED CEILING - SEE TYP. WAU. S19CTION CONT. 25 6A)OE METAL TRAGK5 TOP 4 BOTTOM 25 GAUGE CHANNEL 5HAPED STUDS 24' 0/0 W/I FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY 4 ATTACHED W/I-LON6 BU6LE HEAD %REP6 TO EACH SIDE a 12' 0/0 �7Tl�ylri.$�7�1fy TYPICAL INTERIOR PARTITION SCALE: 314' = P-O" 1 ST FLOOR PLAN (MAIN FLOOR 0 FLOOD HT - BASE FLOOD HT. = 1.0' (SEE P.L. 5URVEY) ALL IIIID016 AND DOORS JON THI5 RESIDENCE SHALL BE IMPACT RESISTANT NOTE: ENGINEERED UNIT MA50NRY USED TO DES16N WALLS, BEAMS E COLUMNS INSTEAD OF PRESCRIPTIVE CODE NOTE: RATIONAL ANALYSIS W45 USED TO DE516N THE FOOTING INSTEAD OF PRESCRIPTIVE CODE. -L KR-II MIN OVER TYVEK BLD6 HK EXT b" PRECA5T 4 PRE5TRE55ED U-LINTEL5 GRAVITY 'capacity' TYPE LENGTH8FO-1B BUB *3-4M OF12-08 8F16-W 8F20-OB 8F24-0B BF28-W 102-0B 912-18 OFIB-10 8F20-1B OF24-1B SF28-1B 8F32-113 2'-10' (347 PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3156 4473 8039 7526 9004 10472 11936 3'-8' (427 PRECAST 2302 3138 3377 4889 6001 7315 8830 9947 3166 4473 60M 7526 9004 10472 11936 4'-0- (481 PRECAST 2029 2325 2496 3467 4438 5410 6354 7358 260 4473 WN 7526 9004 10472 1193E 4'-6- (54' PRECAST 1651 1797 1913 2657 3403 4149 4896 5644 2170 4027 6039 7528 1 9004 10472 9888 5'-4- (64' PRECAST 1184 1223 1301 1809 2317 2826 3336 380 1865 2889 5057 W96 5400 6424 7450 V-10' (701 PRECAST 972 1000 1059 1474 1889 23D4 2721 3137 1459 2464 4144 5458 4437 5280 6122 W-6- (781 PRECAST 937 1255 2101 3263 2746 3358 3971 4595 1255 2101 3396 5260 7134 8995 6890 7'-6' (90' PRECAST 767 I029 1675 2385 1994 2439 288E 3333 1029 1675 2610 3839 5596 6613 5047 9'-4- (112' PRECAST 573 W1049 1469 1210 1482 1754 2027 765 1 1212 1818 2544 3M 40M 3127 10'-6'(126' PRECAST 456 482 902 1125 915 1122 132E 1535 858 1 1025 1514 2061 2774 3130 2404 11'-4' (136' PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1B54 2441 3155 4044 12'-0' (144') PRECAST 414 545 864 1254 16M 2074 1570 1818 555 864 1254 1693 2211 2832 MW 13'-4- (160' PRECAST 362 427 726 1028 1331 IBM 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0' (16B' PRECAST 33B 381 648 919 1190 1462 1097 1Z50 455 700 1003 IM5 1714 2153 2686 14'-B' (1761 PRESTRESSED N.R. MR MR MR MR MR MR MR 465 765 1370 2045 2610 3185 3765 15'-4-(1841 PRESTRESSED N,R, MR MR MR MR MR MR MR 420 695 125D 1855 2370 289D 3410 17'-4-(2081 PRESTRESSED N.R. MR MR MR MR MR MR MR 310 M0 950 1400 18W 2200 26DO 19'-4-(232") PRESTRESSED N.R. MR MR MR MR MR MR MR 240 400 750 1090 1400 1720 2030 21'-4'(2561 PRESTRESSED N.R. NR NR MR MR MR MR MR 183 330 610 940 1340 1780 2110 22'-0-(2641 PRESTRESSED N.R. MR MR MR MR MR MR 160 300 570 870 1250 1660 1970 PRESTRESSED N.R. MR MR MR MR MR NR NR 130 240 470 720 1030 1350 1610 b" PRECA5T 4 PRE5TRE55ED U-LINTEL5 `,mm4~" UPLIFT 'capacity' LATER TYPE LENGTH BFB-IT 8FB-ZT BF12-1T 8F12--217 8F18-1T BF16-2T 8F20-1T 5F20-2T BF24-IT BF24-2T BF28-IT BF28-2T 8FJ2-IT BF32-ZT BUB BFB Z'-10- (34' PRECAST 2T27 2B7B 4101 5332 6569 7811 BOSS 2021 2021 2727 2784 3981 5190 6407 76M 8057 Y-6- (42' PRECAST 2165 2209 36 4 5219 6 1192 1257 1257 2185 2215 3185 4125 125 5091 60061 7038 4'-0- (48' PRECAST 1878 1889 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5284 6110 4'-6. (541 PRECAST IND 1752 2507 3257 4010 4767 5525 727 727 INN 1705 2435 M71 3913 4658 5408 5-4- (64� PRECAST 1393* 1454 2110 2741 3375 4010 4640 505 505 1393 1437 2050 2670 329J 1920 4549 5'-10- (70' PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1675 2441 3010 3583 4157 6'-6- (7n PRECAST 1141• 1200 1733 2250 2709 329D 3812 707 887 1141 1162 1684 2192 2703 3216 3732 7'-6' (901 PRECAST 9W 912 1475 1914 2354 2797 3240 591 657 990 1029 1488 117 11 2797 3245 W-4- (112' PRECAST 801* 612 980 1289 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6'(126' PRECAST 718• 4W 793 1027 1261 1496 1731 396 493 716 6 11 1039 130 1711 2034 2MB 11'4- (136' PRECAST 6W 1 439 696 899 11D4 IN) 1515 556 666 535 905 1205 1505 1�6 219E 12'-0-(1441 PRECAST 607• 400 631 016 1001 1186 1372 340 494 631 486 810 12D9 1514 1799 2088 13'-4- (160' PRECAST saa 340 532 6B6 841 997 1153 302 398 573 40p 682 1004 1367 1637 1897 14'-0-(1681 PRECAST 458* 310 493 835 778 922 1065 286 36D 545 370 629 922 1254 1567 Isis 14'-8'(1761 PRESTRESSED 243 852 990 N.R. 357 243 352 582 582 852 115 115E 149 1491 1742 15'-4'(1841 PRESTRESSED 276 430 553 677 SDI 925 N.R. 1 228 324 542 791 1072 1381 1876 17'-4'(208� PRESTRESSED 188 234 361 464 567 670 774 N.R. 255 188 270 449 649 874 1121 1388 19'-4'(232J PRESTRESSED 185 97 313 401 49D 578 667 N.R. 204 165 230 383 550 736 940 1180 21'-4'(2561 PRESTRESSED 146 180 278 3% 433 512 500 N.R. 172 142 212 336 477 635 807 993 &-0'(2641 PRESTRESSED 140 180 218 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0-(2881 PRESTRESSED 177 185 1 244 312 350 447 515 N.R. 135 I24 186 1 29D 408 538 680 833 *REDUCE VALUE BY 26% FOR GRADE 40 FIELD REBAR TIE -BEAM SCHEDULE REINFORCIN6 #3 HOOPS TOP MID 13TM MARK 31ZE OR 5TIRRUP5 REMARK5 x3 STIRRUPS B-1 1246 315 615 5r a 12' O.G. MID REITF a 1/4' PT5 TYPICAL MASONRY TIE !#AM GONT. BB-1 6x8 1#5 - - NOW READ. UNLESS NOTED OTHERWISE CASTCRETE H16H STRENTH LINTEL L-I bxlb 1#5 - 115 NONE READ. (2) Cq.R5E5 FILLED CASTCRETE H16H 5TRENTH LINTEL L-2 bx22 145 - 145 NONE READ. ALL COUR£5 FILLED CASTCRETE H16H STRENTH LINTEL L-3 4$x2b 1#5 - 1#5 NONE READ. ALL COURSES FILLED CA57CRM H16H STRENTH LINTEL L-4 602 1+5 - 145 NONE REQD. (4) COURSEs FILLED CASTCRETE H16H STRENTH LINTEL L-5 bx4b 1#5 - 146 NONE READ. W Cauzsr5 FILLED CASTCRM HIGH STRENTH LINTEL L-+6 bx52 195 - 145 NONE REOD. ALL WARSES FILLED CASTCRETE H16H 5TRENTH LINTEL L-7 ex" 1#5 - 185 NOW READ. ALL COURSE5 FILLED CA5TCRETE H16H 5TRENTH LINTEL L-5 bxl2 1#5 - 1#3 NONE READ. ALL CaftE5 FILLED ATTIC VENT CALCULATIONS CEILING AREA RATIO TOTAL NET FREE VENTILATIN67 AREA 1,075 W. FT. 1/750 17.16 50. FT. OR U5E 43'-O" MIN OF 2" HIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SOFFIT THRU-OUT CALCULATIONS 1ST FLOOR A/C (AW5TAIW 4320 SF. 2ND FLR" NO STAIW 020 SP. TOTAL SF. 1,964.0 SF. REAR WV.D LANAI Ib3.0 SF. 6ARA6E 361.0 S.F. COVERED ENTRY 0.0 S.F. TOTAL S.F. 1,g5L0 5F. E47 OAV FLOOR ACCESS 110.0 S.F. THE DE516N PROFE55IONAL A550ME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. AO% As revisions no. date REV #1 5/14/15 BLD6 COMTS designed I'AR drawn PAR checked 55/PAR date q/16/14 scale 114" = P-0" N.N.OJ Job n o . 14-057. 6ER Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W Q o Q 0 J LL �- �WJ z —0 [—� = U �J w o � w U ,Wrk V 0 w I > F-- U) project Q-EA 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 1ST &2ND FLOOR PLAN CONTRACTOR COPY sheet A-2 of THESE PLANS CONFORM TO FBC - 2010 REV. #1 : ALL OPENIN6 PRE55URE WERE ADJUSTED REV. #1 : ADDED HYDRO SMART VENT5 PER FOUNDATION PLAN ■ ■ AID O 26O26O R.O. 38'X 63" R.O. DP -54D9 32"X 36"R.O. pP _64.14 +411b7 DP -54,LA 9E7 + +44655 O � El I 26"X 26"R.O. O DP - 54'cxl 36"X 3Q" R.O. +49.67 DR -6677 22'-0" MAX HT ALLONEO - - _ - - 1" 5TANDING METAL SEAM ROOFING TYP. 17-10_" T.OBB. 64.616110 9'-4" T.0.2ND FLR 16" Nv FLR TRUSSES _ 6' 0" GL6 +49$7 O'-OK FINISH FLR HT 11000 HT ZO' N.A.VD. RIGHT ELEVATION SCALE: 1/4" = 1'-0" NOTE TO 6.C. NOTE TO BUILDER: 6.G. 5HALL ASSUME RESPON5IBILTY FOR ALL VERIFY BASE TION OR FLOOD MA5ONRY/ROU6H OPENING 512E5 AND SHALL VERIFY PLAIN MAX HEI6H ITH WITH PRODUCT 5PEG.'s BEFORE GON5TRUGTION. PROFESSIONAL L SURVEYOR BEFORE DONS ION. IL 364X 63' R.O. DP -64.14 + 46.55 I6 26"X 5111R.O. DP -54.09 + 4487 13 76"X 96" R.O. DP - 56.54 +4465 4.0' NOTE :TRU65 COMPANY TO VERIFY THAT OVERALL HEIGHT OF OF ROOF DOES NOT EXCEED 22'-0" ABOVE FLOOD oa 17 28"X 51' R.O. DP -54.Oq + 49.67 I8 36'X 51"R.O. OF -54.09 +44b7 LEFT ELEVATION SCALE: 1/4' = 1'-0" _ 22'-0" MAX HT ALLONED I" 5TANOIN57 METAL SEAM ROOFING TYP. 17'-10" T.OBB. 6'-6" GL6 9'-4" T.02ND FLR - - 16" kV FLR TRUSSES //-- SMART VENT O'-O" FINIS_T. H FLR H FLOOD HT 70' NA.VD. 4.0' NA.V.O. f ACCES5DOORS REAR ELEVATION SCALE: 1/4" = 1'-0" 12 Q 325 OR IMAXOUTI I IN IN SMART VENT FRONT ELEVATION SCALE : 1/4' = 1'-0" _ _ 27-0" NAX HT ALLOHED AN5 METAL SEAM 6 TYP. _17'-10" T.O.B.O. 6'-6"GL6 H MIN FROM F.F. 2AILIN52 WITH PICKET5 TO RE EGT A 4" DIA 1'-4' T.02ND FLR kv FLR TRU55E5 6'-0' GL6 9" FINIS_H FLR HT. D HT 70' NAND. MAX HT ALLOPEDqV I" 5TANDIN6 METAL SEAM ROOFIN6 TYP. 17'-10_" T.OBB. 6 -6" GL6 \-5" H16H RAISED SMOOTH CEMENTITIOU5 BANDING 54"X 63" R.O. DP -51.65 +47b2 A/C SUPPORT PER DETAIL �5/A4 9'-4' T.0.2NO FLR 16" h6J FLR TRU55f n:, tV 6'-0' GL6 �b" H16H RAISED SMOOTH GEMENTITIOUS BANDING -4" WIDE RAISED SMOOTH CEMaMTIOUS BANDING 5211X 9bO"R.O. DP -52AO +42.93 O'-0" FINISH FLR HT. FLOOD HT 7.0' NAND. 4.0' NA.VD. annommons9ZADE (6.C. TO FIELD VERIFY FINAL HEIGHT FROM 6RADE TO FINISHED FLOOR HT. (FLD)) THE DE515N PROFE55IONAL A55UME5 NO LIABIL11Y FOR IMPROPER SLOPES, GRADE5 OR MEASUREMENTS. ALL FIGURES TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. Aft revisions no. date REV #1 3/14/15 BLD6 COMT5 designed PAR drawn PAR checked 5s/PAR date 9116/14 Soo Ie 114"=1'-04ORO) Job no. 14-057.6ER \b n Shawn M. Stambaugh, PE FL. LIC. 61850 — C.A. 26210 W o Q 0 W LL �- z —0 Wo�U LCJ W W p UJ J>CO I- 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.QEASSOCIATES.COM drawing ELEVATIONS CONTRACTOR Copy sheet A-3 of THESE PLANS CONFORM TO Fec - 2010 1/4" DIA. RED HEAD AT 16" O/G MAX. "G" 4-I/2"xl-1/2"x14 &A. N4EXPANSON MATERIAL CONC. OR MASONRY no DRYWALL BOARD GAULKIN6 6LA55 BLOCK PERIMETER GAULKIN6 STUCCO FINISH HEAD DETAIL (GLASS BLOCK) DRYWALL BOARD GONG. OR MASONRY 'G" 4-1/2"xl-1/2"x14 6A. kPEXPAN5ION MATERIAL °; GAULKIN6 p 6LA55 BLOCK AV LADDER -TYPE REINR 1/4" DIA. RED HEAD AT 160 O/C MAX. a` PERIMETER GAULKIN6 5T'UGCO FINISH JAMBISILL DETAIL (GLASS BLOCK) 12 Q SEE ELEV. PRE -ENO. WOOD ROOF TRIU555 024" 0/0 TYPICAL W/APPROVED GALV.TRUSS ANCHORS SEE FRAMIN6 AND BRACING PLAN R-50 GATT. IN5ULATION- (SEE ENERGY GALL) EA$' (MIN) 6YP5UM BOARD APPLIED TO UNDERSIDE OF TR155E5 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. FURRING 0 16" O/C OVER 3/4" T14K FOAM BRD INSULATION. R-4.2 MIN. 5/4" T46 PLYWOOD FLOOR GLUED 4 NAILED OVER PRE-ENGINEERED FLOOR TRUSSES 0 SPACING SUPPLIED BY TRUSS MANUF. la" DEEP FLOOR TRUSSES SEE 7RU55 MANUF PLAN FOR VERIFIG. R-50 INSULATION WHERE NEEDED * SEE FRAMIN6 PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION 1/2" APPLIED TO UNDERSIDE OF TRU55E5-TYP.- (5/8" THK TYPE 'X' GYPSUM BOARD 0 &ARA6E 01-6 MIN) FIRE 5TOP- 1/2" 6YP5UM BOARD OVER Ix2 P.T. FURRING 0 Ib" 0/0 OVER 5/4" THK FOAM BIRD INSULATION. R-5.0 MIN. TRU55E5 ALL EXTERIOR CEILING MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24" O.G., EITHER 1-5/4" MIN EMBEDMENT ROOFING NAIL5 WITH I/8" SHANK AND 3/6" HEADS OR STAPLES WITHI-3/4" MIN EMBEDMENT LP65 4 1/I6" (I6 6A6E) EXT. PORCH CLG DET. #1 FRAME WALL STUCCO FINISH HEAD FLA5HIN5 #6 x I" L6. P.H. SMS 0 16' O/C d 6" MAX. FROM EN05 PERIMETER SEALANT —ALUMINUM FRAME WMAILIN& FIN GAULKIN6 DRYWALL BOARD HEAD DETAIL (WINDOW) Ix3 P.T. BUCK SET IN SEALANT AND NAILED hVI-1/2" CASE HARDENED COIL NAILS AT 12" O/C. MAX. GONG. OR MASONRY o.o DRYWALL BOARD GAULKIN6 ALUMINUM FRAME FASTEN THRU BUCK NU 3/I6 x3 1/4" TAPCON 5GRE15 0 12" O/C PERIMETER GAULKIN6 STUCCO FINISH HEAD DETAIL (WINDOW) ALUMINUM FRAME hVNAILA6 FIN PERIMETER SEALANT 5TU6C0 FIN15H #B x I" L6. P.H. 51-5 O 16m O/G 4 b" MAX. FROM ENLX FRAME WALL DRYWALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) I" 5TANDIN6 MTL SEAM ROOFIN6 OVER PEEL 4 STICK MEMBRANE ROOFING OVER 14/52" EXT 6RADE COX PLYWD. FASTEN MTL ROOF PER MANUFAGT. SPECIFICATIONS FOR 110 MPH WIND PER FB.C. 2010 EDITION (SEE DIAPHRA6M SCHEDULE FOR NAILING PATTERN 1/4" HEEL ON 2NO FLOOR ROOF TRUSSES , TOP OF BOND BM. SEE ELEVA7ION5 GONTIN, 6ALV. MTL DRIP OVER 2xb WOOD FASCIA ON TRUSSES. 12" USE VINYL COVERED FASCIA AND VINYL d O.A. VENTILATED SOFFIT. { °I I 5/8" STUCCO FINISH (2 COATS) OVER 1 8" CONIC. BLOCK W/ (1) #5 BAR VERT. 1. IN GONG. FILLED CELL A5 PER FLAN MIN LAP 30 DIAMETERS I I I I I 'I 2 NO FINISHED FLR ELEV SEE ELEVATIONS NOTE: ALL WALL AND GEILIN& FIN15HM SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6REATER THEN 200 AS PER FBG R 2010 NOTE: INSULATION MATERIALS, INCLUDING FAGIN65, SUCH A5 VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-GEILIN6 ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 200 WITH AN AGGOMPANYIN6 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TE5TED IN ACCORDANCE WITH A5TM E 84. NOTE: EXP05ED ATTIC, INSULATION. ALL EXPOSED INSULATION MATERIAL5 INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLA5TI6 INSULATION MATERIALS EXPOSED ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALL5 SHALL COMPLY WITH SECTION R516 CONCRETE BOND BEAM SEE 13EAM SCHEDULE FOR SPECS NOTE: R702.3.1 MATERIALS. ALL GYPSUM BOARD MATERIALS AND ACGE550RIE5 SHALL CONFORM TO A51M C 56, G 79, G 4T5, C,514, C,650, G 431, G 960, C 1002, C,1041, G I17T, G I n8, G 1216, C 1395 OR G 1346 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF TH15 SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. APPLIED WOOD BASE 5/8" STUCCO FINISH (2 GOAT5) OVER 8' GONG. BLOCK W/ (1) #5 FIN. FLOOR TO BE AT OR L, L' BAR VERT. IN GONG. FILLED CELL ABOVE FLOOD HE16HT AS PER PLAN MIN LAP 30 4" THICK CONC. SLAB W/ bxbxlO H.W.M. AROUND I DIAMETERS PERIMETER OF BLD6. ON .6 MIL VAPOR BARRIOR 9 I OVER GLEAN, WELL GOMPAGTED TERMITE TREATED GLEAN 5AND FILL. I . 1° t FINISHED FLOOR 0 FLOO - - . — '� I :. - VERIFY W/SURVEY INFORM. l l STUCCO STOP A5 REQUIRED a u. BY LOCAL BLD6 DEPARTMT AND PER FB.G. 2001/09 GRADE CTION A -A NOTE: R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH AN51 NOW, A106.4, A1065, A105h, AlO&II, AI I&I, A183, A136.1 AND A137.1. R702.4.2 CEMENT, FIBER -CEMENT AND 6LA55 MAT GYPSUM BAGKER5. CEMENT, FIBER -CEMENT OR 6LA55 MAT 6YP5UM BACKERS IN COMPLIANCE WITH ASTM C 1288, G 1325 OR G IITB 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 FIBER&LA55 PREFAB UNITS ARE NOT INSTALLED_ — ALUMINUM FRAME FA57EN T HRU BUCK NU 3/I6x3 1/4" TAPCON 5CRE05 0 12" O/G — PERIMETER GAULKIN6 STUCCO FINISH —CONC. OR MA50NRY I0 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" O/G. MAX. � DRYWALL BOARD GAULKIN6 JAMB DETAIL (WINDOW) DRYWALL BOARD GAULKIN6 ALUMINUM FRAME, SET IN CLEAR 51LICONE 4 FASTEN W/ #8 x I" L6. P.H. SM5 O 16" O/C 4 6" MAX. FROM ENDS BILL FLASHIN& PERIMETER SEALANT STUCCO FIN15H FRAME WALL SILL DETAIL (WINDOW) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE GAULKIN6 OQa ao . Q. O •a. PRECAST OR POURED SILL PERIMETER GAULKIN6 SILL DETAIL (WINDOW) GONG. COLUMN AEATHER 5TRIPPIN& BY DOOR MANF. &ARA6E DOOR 6ALV. STL. VERT. TRACK BY MANE FA57ENED TO �TRACK BRACKETS W/ 1/40-20x1/2' GARRIA6E BOLTS 4 LOCK N1T5 6ALV 5TL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/I6'xl-1/4" LA6 SCREWS 2xb P.T. ATTACHED TO Nw.. S r>ETHOD OF COLUMN NI/ 1/2" A.B. ATWhWENr SkAO- 0 2'-0" O/G VERT. PR NAIL W'BI 51a417rm w, MAX FROM ENDS) hvcO�LErE INslwenars JAMB DETAIL (GARAGE DOOR) HANDRAIL SOUTHERN Y. PINE #1 TYPICAL GONG. OR MASONRY DRYWALL BOARD 2x4 P.T. BUCK SET IN SEALANT AND SECURED W/ 3-I/4" x 1/4" (MIN) --.OQO o ':.Q a TAPCON5 AT b"C/G. 0 0 DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #b 6ALV. x 2" SCREWS 0 2'-0" 0/G DOOR TRIM PERIMETER GAULKIN6 STUCCO FINISH HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD SET IN BED OF CAULK 4 FA5TENEO TO BILL W #8 x 1 1/2" 5GREWB 0 16" O/C PERIMETER GAULKIN6 _ �FLOORGOVERIN& f � d a 0 0 0 o° a a.. . GONG. FLOOR SLAB PERIMETER GAULKIN6 CONCRETE SLAB SILL DETAIL (DOOR) SPRN 1 SPRN 2 5PRN 3 GANT'L 1/4 ri/ 1/4 1/4 112 SI G'BA(END) R r-TOP BA T BA -, -i/Ib"xl-I/Ib" PICKET SOUTHERN Y. PINE #1 SPACED TO REJECT v A 4" SPHERE m (Fb = 1150 psl) TYPICAL #12x3" ND. SGREW5 TOP 4 - BTM. TYP. BTM. BAR I I �,1j6" MIN. E' BAR J �� `-BTM BAR II E' BAR HOOPS OR STIRRUPS HOOP5 OR STIRRUPS SPACED FROM SPACED FROM SUPPORT FACE AS SUPPORT FACE AS SCHEDULED SCHEDULED eBENDING DIAGRAM A4 (FOR CAST IN PLACE CONCRETE BEAM5) GER FOR WALL MOUNT HANDRAIL DETAIL FILL COLUMNS AND LINTEL SOLID NV 6ROUT T.O.B.B. gd-, I°I #3 VERT TIES ONLY A5 REOD. J rzW SEE LINTEL SCHEDULE H16H STRENGTH PRECAST LINTEL kWZINFORCIN6 AS REOD. SEE LINTEL SCHEDULE t COLUMNS BEYOND SEE FOUNDATION PLAN DETAIL LINTEL MTYPICAL AT OPENING 8"x8" FILLED CELLS SEE PLAN I OPENIN65 <= 6'-011: PROVIDE 8"X8" MIN. AND COLUMN -7 V 777III BOND BEAM COURSE SCHEDULE FOR I / W/ 1-" MID. OR REINF. Jl. 8'X8' MIN. FORMED J/ MASONRY GONG. SILL W/ 2-#5 MA50NRY j OPENING MID. y}ALL OPENINGS > b'-O": PROVIDE 811X8" MIN. BREAK AWAY 5112E j"• BOND BEAM GOUR5E OF MASONRY z• . < • W/ 2-#5 MID. OR COLUMN FOR f.. -= _ - s� 8"X8' MIN. FORMED CONTINUOUS POUR GONG. SILL W/ 245 ) { MID. PROVIDE b" MIN. T PROVIDE 8"x811 PENETRATION EA. 48 MAX. `,`� FILLED CELLS W/ END 4 TIED TO ) 145 VERT. DOWEL VERT. REINF. KI STD. AGI HOOK --- --` � - -" FOUNDATION OR T-- w EA. END 0 4'-0' INTERMEDIATE - 1 i °.' O/G WHEN OPENING BEAM EXCEEDS 4'-0" WIDE SILL REINF. AT MASONRY OPENINGS (TYP.) 3/4" = 1'-0" #12x3" WD. iv SCREWS TOP 4 #12x3" PC. BTM. TYP. SCREWS TOP 4Er _- BTM. ® lb" 0/G m (ONLY APPLIES TO m ' CONNECTION TO NO. FRAMIN6. DOES WOOD FRAMING NOT APPLY TO STAIRS CONNECTION TO WOOD STAIR5 SCOVERGUARDRAIL DETAIL ALL CONDITIONS 14 CA. I" MTL. STRAP. ONE ON EACH STRINGER WITH THE EXCEPTION OF A 5TRIN5M ON AN OPEN SIDE WHERE THE 51RIN6M EN05 ON THE OUTSIDE EDGE OF A DECK. IN ORDER TO CONTINUE A 2x12 FA5GIA 14 &A. 5TL. STRAP SECURED TO SLAB W/ DRIVE FOR THE RAILS. EACH STRAP 15 NAILED TO THE END OF THE STRINGER PINS AND NAILED TO BOTTOM OF 5TRIN6ER W/ AND 5EGURM TO DECK W/ NAILS OR DRIVE PINS DEPENDING ON Ibd NAILS ON EACH STRINGER. WHEATHER WOOD OR CONCRETE. IN CASES HHERE STRAP CANNOT BE SEEN AFTER DRYWALL 15 HUNG, THE STRAP WILL START FROM THE UNDERSIDE OF THE STRINGER AS E*10M. WHEN STRAP CAN BE -_- SEEN 5TARTIN6 POINT WHEN STRAP CANNOT BE SEEN 5TARTIN6 POINT TOP RISER SHALL BE SECURED TO DECK 2x4 P.T. SECURED TO SLAB W/ 3" DRIVE PINS. DEPENDING ON CONDITIONS: STAIR SECURED TO 2x4 W/ 16d NAILS FROM THE I) WOOD TRUSS OR LANDING W/ 5 Ibd NAILS STA66ERED FIRST R15ER TO THE 2x4. NOTE THAT 2x4 P.T. OU CONC. SLAB W/ 4 3" DRIVE PINS W/ 50# DOES NOT NEED TO 60 FROM 5TRINGER TO 5TRIN&ER, TAR PAPER BETWEEN CONC. 4 STAIR 3) IN GASE5 WHERE SLAB 15 TOO THIN TO HOLD DRIVE PINS PROPERLY, 1/4" TAPCONS WILL BE USED INSTEAD 0 THE TOP RI5M AND THE STRAP ATTACHING TO THE SLAB. A4 STAIR DETAIL A4 STAIR DETAIL 2xb LANDING W/ 3/4" COX PLYWD. GLUED 4 NAILED. MEMBERS ARE lb" 0/6 MAX. LANDING SECURED TO BLK. WALL K/ 3" DRIVE PINS 0- 12" 0/0 2x4 P.T. SECURED TO BLK. WALL W/ 3" DRIVE PINS 0 12" 0/0 DIRECTLY UNDER LANDING. ;it BAR W i I I.I L• (psSTAIR DETAIL CMU WALL SEE BEAM AND COLUMN SCHEDULES FOR REINFORCING SIZES TYPICAL. •JO•'�JOOOOOi�4��o�♦ • - a M I A• • CONCRETE LINTEL SEE BEAM SCHEDULE m '• T .' . -, rt BREAK AWAY SIDE OF '�- MASONRY COLUMN FOR CONTINUOUS POUR 1�. SEE BEAM SCHEDULE FOR REINFORCEMENT h: h: T -. A . ..... FILL COLUMNS SOLID 84x6" FILLED CELLS AV PEA &RAVEL CONCRETE SEE PLAN AND COLUMN 51CHEDULE FOR R61NF. TYPICAL CHANGE IN M BOND BEAM HEIGHT 1v BEAM (PER 1 SCHEDULE) I 8"x8" PRECAST 1' LINTEL. FILL COLUMNS A, AND LINTEL SOLID W/ &ROUT { . 8"x8" FILLED CELLS W/I#5 VERT. (TYP) 0TYP TYPICAL DETAIL A4 LINTEL ON COLUMN TOP 2x WOOD OR PVC PICKETS SPACED TO REJECT A 4" VIA SPHERE BOTTOM RAIL n'P GUARDRAIL DETAIL - TYP. 0A4 PT 2X2 MIN CONTIN BATTEN W3/I6" X 1-1/4" EMBEDMT TAPGON5 0 24" O.G. revisions no. date designed PAR drawn PAR checked 55MAR date 4/9/14 5Gae 114"=1'-O'(.N.0) J O b no. 14-057. 6ER Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W o 0 J LL MW _0 [-� = U �/ LLI C) W U J W~ 0 / U) project SEE WALL SECTION NAIL5 0.12 DIA, SHANK 3/8" DIA HEAD 1-1/2" LONG o 6" O.G. (WHITE) QUAD PANEL ALUMMINYL VENTED SOFFIT "AMC" J-CHANNEL 0,0155 THK ALUM W!r-NAIL 0 12° O.G. TO 055 4 16 6A 1/4" 55 STAPLE W/ 7/8" MIN EMBEDMT 0 24" O.G. TO PT 2X2 BATTEN. (MIN) SOFFIT ATTACHMENT DETAIL 0 OPTIONAL XNCEALED FASTENERS ORATTACHMENTS ARE THERESPONSIBILNOFTHE XNTRACTOR OF RECORD 1/4" THK xb"xl2" 5% PLATE WELDED TO TOP LEFT AND TOP RIGHT SIDES OF 5TL AN6LE BOX. SECURE DIA) W.A. ® 8' O.G. INTO EACH PLATE. 4" MIN EMBED TYP. THRU-OUT Q11A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS 2x12 5TRIN6ER5 TYP - PALM BEACH GARDENS, FL 33418 1/4" THK x2'x2' 5TL AN61-E 561.202.6994 ® = WELDED INTO BOX SHAPE FAX 561.296.2494 - - ADD DIA60NAL5 - EACH 5112E WWW.OEASSOCIATES.COM PAINT ALL SURFACES FOR RUST z - PREVENTION LANDING SECURED TO A =_ - 44 POET W/ ONE (1") 14 6AU6E 5TL. STRAP W/ o 8d NAILS. FILLED < ° /4" THK STL CENTER RIB 1/4" THK 5TL BASE BOLTED TO WALL (5/8" DIA) W A. 12" O.G. (3 MIN) SIZE OF 4x4 P05T SECURED TO SLAB BASE TO BE DETERMINED BY &L. 5TL. POST ANCHOR SHOT W/ DRIVE PINS TO SLAB AND POST. FILL ALL HOLD TO A4 A/C SUPPORT DETAIL THE DESIGN PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FI6URE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. drawing CONTRACTOR COPS' SECTIONS & DETAILS sheet A-4 of THE5E PLAN5 CONFORM TO FE30 - 2010 revisions no. date �� ROOF FRAMING PLAN kZ FASTENERS OR ATTACHMENTS IE THE RESPONSIBILITY OF THE CCNTRACTAR OF RECORD 114/52" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRL65 CONNECTOR SCHEDULE SELECT CONNECTOR 5HOWN ON BRAGING PLANS INSTALL PER. MFR. SPECIFICATIONS SEE PLAN • r T.O. WALL `>d I I - I GONG. TIE -BEAM OR BOND BEAM I 8" GMU WALL eA5 CONNECTION DETAIL GONG. TIE -BEAM OR DOUBLE MA50NRY BOND BEAM REQUIRED PER SCHEDULE (2) 2x4 P.T. BLOCKING BETWEEN TRUSSES It ANCHORED TO TOP OF LEDGER WITH 16d NAILS 0 8" O/C USP "HTA20" EMBED STRAP at 4'-0" a/c w/ (10) IOd x I-1/2" L5. NAIL SHEATHING TO TRU55 AND BLOCKING PER DIAPHRAGM SCHEDULE. HOLD SHEATHING I/4" BACK OFF MASONRY r-0� Ib" FLOOR Y 0 0 rRuss - (2)2x/2 P.T. CONTINUOIS ATTACH TO MASONRY W/ SECTION 514001A.WED6EANCHORS ELEV. 14" 0/0 MAX. TYP. W5" MIN. 2 90 EMBED. A5CONNECTION DETAIL BLOCK OR MASONRY COLUMN SEE PLAN C 2X P.T. FASTEN TO COLUMN W/ 1/2" 0 HEDGE ANCHORS 0 24" 0/0 VERT. 4 6" MAX. FROM EN05 EXTERIOR WALL 511E4THINS SEE SHEARWALL 5GHEDULE FOR NAILING REQUIREMENTS. HOLD SHEATHING AWAY FROM MA50NRY WALL 114" MIN. BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN W/ 1/2" d HEDGE ANCHORS a 24" O/C VERT. 4 �6' MAX. FROM EN05 EXTERIORWALL 5HEA71HIN5 SEE 5HEARWALL SCHEDULE FOR NAILING REQUIREMENTS. FASTEN TO END STUD W/ 16d NAILS AT 12" 0/0 VERT. 4 6" (MAX) FROM ENDS 3 NOTE: USE 3"x3"xI/4" STL. WA5HER5, TYR, EA. ANCHOR A5 CONNECTION DETAIL BLOCK OR MASONRY COLUMN SEE PLAN Ell; 2X P.T. FASTEN TO COLUMN W/ 1/4' VIA. TAPGONS 0 12" OX VERT. STAGGERED 4 6" MAX. FROM ENDS H/1-3/4" MIN EMBED. BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN W 1/4" DIA. TAPGONS 0 12" 0/G VERT. STAGGERED 4 6" MAX. FROM EN05 FASTEN TO END STUD W/ 16d NAILS AT 12" O/G VERT. 4 6" (MAX) FROM ENDS A5 CONNECTION DETAIL THE DEVON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER SLOPE5, GRADES OR MEA5UREMENT5. ALL FIGURES TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR checked SS/PAR date 9/16/14 scale 114"=1-OnONO) job n o . 14-0 7. 5ER Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W o Q 0 J LL MW ►� — 0 nJ w C:) W _ w � J w~ 0 / W project Q-EA 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 1ST & 2ND FLOOR FRAMING PLANS CONTRACTOR COPY sheet A-5 of THE5E PLAN5 CONFORM TO FBC - 2010 won 01 revisions no. date ROOF BRACING PLAN BRACING NOTES: I. BRACING 5HOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5 PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACIN'6 AND WLE LATERAL BRACING REQUIREMEN75. TEMPORARY BRACING 15 THE RE5PON5151LITY OF THE TRL651N-STALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECE55ARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: SCSI I-M 2. PERMANENT WEB LATERAL BRAGIN615 ro BE INSTALLED AS 5H0WN ON THE INDIVIDUAL TRU55 DRAWIN55 (NEB LATERAL BRAGIN6 15 NOT 5+0M ON THIS SHEET). PERMANENT WEB LATERAL BRACIN615 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANC41ORA6E TO END WALLS, OR BY PERMANENT DIAGONAL BRAG/N6 MOT SNokw IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS NEB BRACE (REF: BC51 1-03). 3. PERMANENT DIACONAL BRACING A5 SHOWN ON THIS SHEET ODES NOT INCLUDE BRACING REQUIRED FOR CABLE END STUDS OR BOTTOM CHORD OF CABLE END AT WALL. REFER TO STANDARD CABLE END DETAIL FOR BRACING REQUIREMENT,. 4. ALL TOP CHORDS ARE A55'UMED TO BE SHEATHED, AND ALL BOTTOM CHORDS HRAGED BY A RI61D CEILING SYSTEM. REFER TO INDIVIDUAL TRUSS DRAWINGS FOR BRACING REQUIREMENTS OF NON-5HEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI / WGTA BC51 1-03. COMMENTARY AND RECOMMENDATION-5 FOR HANDLING, INSTALLATION AND BRAGIN6 METAL PLATE CONNECTED WOOD TRU55E5", APPENDIX C, FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS. 6. THE STRUCTURAL ADEWACY OF THE INDIVIDUAL TRUSS DE51&6 TO WITHSTAND GRAVI'RT' AND WIND LOADIN65 A5 N,ELL A5 GIRDER CONNECTIONS AND LOAD5 ARE THE RESPONSIBILITY OF THE 7RU55 DESIGNER. ANCHORAGE OF THE TRUSSES AND 61RDER5 TO THE 5UPPVRTIN6 STRUCTURE TO WITHSTAND WIND UPLIFT 15 THE RESPONSIBILITY OF THE PRO.ECT ENGINEER OR ARCHITECT. 7 THE BRACING FOR THE ROOF 5Y5TEM 15 DE516NED FOR BOTH POSITIVE 4 NEGATIVE PRESSURE AND MEETS THE REQUIREMENTS OF 2010 FBY,. BRACING LEGEND: PERMANENT 2k4 DIA60NAL BRACE RB511PNNT IN THE xPLANE OF THL NEAREST WEB MEMBER AT20'-O' INTERVALS AT APPROXIMATELY 45 DECREE AN6LE.FASTEN TO TOP d BTM. CHORDS WITH 3-16d TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION, (REF: BC51 1-05). HORIZONTAL DRIDC71NO WITH A MINIMUM 2xb STRONISBACK AT 6'-0" GIG. FASTEN TO EACH TRUSS WITH 5-I0d NAILS AND ATTACH TO WAL1-5 OR OTHER RI610 POINT AT EACH END (REF: 5061 1-05). PROVIDE OVERLAP OF AT LEAST 0) TR)55E5 (11LOOR ONLY). PERMANENT 2k4XCONT. LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRU55M AT 6'-0" 0/0. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). EZONES I d 2 (SEE DIAPHRAGM SCHEDULE) U ZONE 3 (51E DIAPHRr SGHEDULFJ o: EDGE STRIP DEFINED A5 THE LESSER OF 10% ` OF LEAST HORIZONTAL DIMEN51ON OF BUILDING OR 40% OF HE CHT H BUT NOT LE-15 THAN 436 OF LEAST HORIZONTAL DIMENSION OF BUILDING AND ------ AT LEAST 3 FT �- i' 1. �� � f� I N-------------� , V I O i I O 2 2 NOTE: SEE DIAPHRAGM SCHEDULE FOR ROOF—\� ZONE NAILIN5 REQUIREMENTS. ROOF ZONE DIAGRAM FLOOR BRACING PLAN CONCEALED FASTENERS ORATTACHMENTF ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD BRACING DETAILS: �SHEATHIN6 COMPRESSION WEB 51.OPIN5 OR VERTICAL CONTINUOUS PERMANENT LATERAL BRAGIN6 (Gt.B) PERMANENT DIAGONAL BRACE NAILED TO OPP. SIDE OF kEB PREVENTS LATERAL. MOVEMENT AND SHOULD BE REPEATED AT APPROX. 20 FOOT INTERVALS FIGURE 36: PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBERS PERMANENT CROSS BRAGIN6 FIGURE ST. PERMANENT BRACING IN THE PLANE OF THE NE55 FOR PITCHED TRU55E5 HORIZONTAL BRID61N6 WITH A MINIMUM 2xb STRON6BACK CONNECTION TO EACH TRU55 WITH 5-I0d NAILS AND ATTACHED TO WALL5 OR OTHER R1610 POINT AT EACH END (REF: 5051 1-05). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE 36: PERMANENT BRACING IN THE PLANE OF THE XE55 FOR PARALLEL CHORD TRUSSES 45' J [ 45' FIGURE 3q: PERMANENT BRACING IN THE PLANE OF THE WEBS PERMANENT NEB DIACONAL CR055 BRACING LATERAL BRACE TRUSS CONNECTOR SCHEDULE FASTENERS PER STRAP ALLOWABLE UPLIFT I PARALLEL LOAD (F2) PERFEND. LOAD (FI) PRODUCT MARK U5P CONNECTOR TRU55 CONC/171E-BEAM 51N6LE 57RAP DOUBLE STRAP 51ZLE STRAP DOUBLE 51RAP SINGLE STRAP DOUBLEAPPROVAL STRAP TG-1 HTA 12 (6) lod x 1-1/2" - 1600 # 3200 # 660 # 1320 # 5,10 # Ioo # FL 65q TG-2 HTA 20 (10) IOd x 1-1/2' - 16)5 # 3230 # 6600 1320 # 5qO # 1160 # FL 65q TG-3 RT16M (4) IOd x 1-1/2' (4) 1/4" x 1-3/4' TAP. 13g5 # 27g0 # 450 # q60 # 630 # 1260 # FL 1073q TG-4 I H&AM10 (4) 1/4"xl-1/2" (4) 1/4' x 1-3/4' TAP. 1 415 # 1630 # 10750 2150 # 1 740# 1460 # FL 6Iq 1) ALLOWABLE LOAD5 ARE BASED ON USP CATALO6 5V Ed. 2) BL OR MAY LSE LONOM STRAP5 OF SAME TYPE SPEOIFIED. 5) USE GALVANIZED NAIL5 A5 5PECIFl® BY HAMPACTURER. 4) TAPCON5 SHOULD BE LOCATED AT THE FARTHMT POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED M015TI1RE BARRIER PLATE OR BUILDING PAPER BEiYEEN MASONW WALL AND EACH TR55. DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE I ZONE 2 ZONE 3 PANEL FRAMING BOUNDRIE5 EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE MCKNE-56 SPACING REMARKS APA RATED SHEATHING ROOF EXF06JRE 1 24" O/G IOd 10d lod 10d IOd lod IOd BLOCKED A5 SPAN RATING 40/20 Iq/32" MAX. 6 O/C 64016 6" O/C 6" O/C 6" O/C 4" O/C 4" O/C SHOWN ON PLAN APA RATED SHEATHING SECOND 5TLRD-I-FLOOR, OR EQ. 24" O/C IOd IOd IOd CLUED AND BLOCKED FLOOR SPAN RATING 46/24 23/32" MAX. 60016 6" O/C 10" O/C A5 SHOWN ON PLAN APA RATED SHEATHING NAIL CORNER 57UD5 EXT. EXPOSURE 1, OR EQUAL 16" O/C IOd IOd 10d AT 4" O/G MAX. TYPICAL WALL 15FAN RATING 40/20 A452 MAX I 4" O/G 1 4' O/C 6" O/C BLOCK FREE E126E5 ALL ROOF SHEATHING NAILS TO BE RIN65HMK THE DEVON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENTS. ALL F16URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE designed PAR drawn PAR checked 55,FAR date q/q/14 S c o I e 1/4" = 1'-O' N.N.0) Job n o . 14-057 . 6ER Shawn M. Stambaugh, PE FL. LIC. 61850 — C.A. 26210 W W o A 0 J LL MW 1� ►�"� — 0 W oZU LLI �W 0 W , J > U) project Q11A 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 1ST & 2ND FLOOR BRACING PLANS CON i ryA� i v1'd LOP'y sheet M 0 THESE PLANS CONFORM TO FEIC - 2010 2ND FLOOR ELECTRICAL PLAN SCALE : 1/4" = 1'-0" TO DOCK LI6HT5 ABV t FLO ED DUP.'C, �` Sao& \> ABV FLO / J FAN/LI6HT COV'D LANAI i ABV FLO ABV ADD FLD UNDERCOUNTER LIISHTNS UNDER IUPPER ALL GABS. PANEL DISC (1) SETS OF (3) *2/0 AN6. THNW IN 1-1/2" CONDUIT (I)5PT OF 0) $2/0 AN6. TH141 IN 1-1/2" CONDUIT 'A' PANEL 200 A 1 #4 CU. &ND. ARE TO COLD WATER PIPE AND 1-5/6" 6OX 1O' CU 5UF FLEMENTAL GROUND ROD AND TO ONE REINFORCEIN6 BAR IN THE FOUNDATION 20'-0° LONG MIN. ELECTRICAL RISER DIAGRAM 200 -AMP PANEL'A' 100% CALO. 5RKR INIRE 51ZE DE50RIPTION # # DESCRIPTION 51ZE IiIRZ WKR CAL.G. 100% 10,000 A 6042 R #6 AHU 01 1 5 2 4 C 01 .......... #6 .... R .................... 042) A A - 5,000 50-(2) R #IO DRYER 5 -I 6 6 RANGE #6 R. 0-(2) .. 12,00 ....... - ,.. - - 2,-100 20-2 ......... R #12 .... DISHWASFIER ...... DISPOSAL 1110 II DEO CARPORT #12 R O-(I) ISOO - 12 WASHER #12 1 R 0-(1) 1,500 - - 1,500 20-(U R 012 REFRI6. 1514 MICROWAVE #12 R 0-0) 1,500 - - 1,500 20-(1) R 012 APPLIANCE 1516 WP 6FI *12 R 2040 1,500 - - 1,500 20-(I) R #12 APPLIANCE 1i I6 WP 6FI #12 R 0-0) 1000 - B 566 15-(1) R #14 BREAKFAST 14 2C KITCHEN LT6. #14 R 15-(I) 566 B B 566 15-0U R #14 SREAKFA5T 2122 SMOKE PET. #12 R 20-00 400 - B 566 15-(1) R #14 LIVING RM 2524 M BATH #14 R 15-(I) 566 B B 566 15-0) R #14 LVIN6 RM BEDROOM #14 R 15-0) 566 1 B B 566 1545 R 014 HALL LITES BEDROOM #14 1 R 15-0U 566 B - 1500 20-0) R #12 IL. / ALARM -IN BEDROOM #14 R 15-(U 566 B B 566 15-(1) R #14 M BEDRM 15,154 FLDOOr. #14 R 15-6U 566 B B 566 IS -(I) R #14 M BEDRM 55041 BEDROOM #14 R 15-0U 566 B - 1,500 2041) R #12 DOCK USHT5 55 IN5TAHOT #6 .... R .................... -(2) 6500 - - 10100 20-6U R 012 DED Or S'I 5 . INSTAHOT ........... #6 .... R .................... 42) 6500 - IOpO 14262 AI.,-. RATING 10,000 26,462 - TOTAL ALL FANI Ist 10,000 at 100% REMAINDER AT 4096 A/C LOAD. AT 65% TOTAL = L5 4eI=4 lo,000 - 152Mb 6,500 51,?B4b0 / 240 = 152.45 AMPS 5 FLD Ov PLO ABV FLD GAN DEN/OFFICE IZRFA� 1-106 uU IN5TAH0T ABV ABV FLO FLO L----- 2X4 ELE& PNL 'A' 2X4 ASV PLO \ GARAGE GL6 REG i GARAGE DOOR OPENER \\ ABV \ FLO METER FINAL LOCATION BY 6.0. COALH L16HTIN6 LOIry STYLE COACH ON L16HT SENSORS L16HTIN6 OE516NME16HT BY OWNER HV (JUST ABOVE FLOOD) 1ST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELECTRICAL SYMBOLS �ymy DUPLEX REGEPTIGAL AT 12" A.F.F. fI 5WITGH 51NOLE POLE n `T TELEV15ION JACK PRENIRED SMOKE DETECTOR g F.P4L.. METER 6 DISC. rytllly� IIB ADUPLEX 7 BASEREGEPTIGAL �3 5AITCH THREE WAY A 02 . REGF PTIGAL 0155GONNEGT BREAKER PANE �yfny DUPLEX REGEPTIGAL 5WITGH HVAG p PADDLE FAN g EXHAUST III AT 6" ASV. COUNTER �4 FOUR WAY T � THERMOSTAT W OR NO/ LIGHT FAN O DUPLEX REGEPTIGAL FLUSH IN FLOOR I R 5WITGH RH1057AT T INTERCOM AT 60" A.F.F. FLOURESGENT LIGHT FIXTURE p L EXHAUST FAN Q� DUPLEX REGEPTIGAL `jj 5WITGH V TELEPHONE OUTLET INGONDE5GENT LIGHT (p� LV DOOR OM &ROUND FAULT o DIMMER AT 12" A.F.F. FIXTURE GL6. MNTD. Y RELEASE Q� DUPLEX REGEPnCAL TOP REG. 5NITGHED �K 5NITGH KEYED TELEPHONE OUTLET FLL15H IN FLOOR INCONDES10ENTLI&H7 FIXTURE NALL. MNTED. V Q VOLUME CONTROL (Irin II NL�IGAL ATERPROO SECURITY 5Y SPEAKER ClCIS. HI HAT GL6. MOUNTED DUPLEX RECEPTICAL UNDER COUNTER JUNCTION BOX SECURITY L16HT5 �.p HI HAT VAPOR PROOF 6ENERAL CONTRACTOR TO COORDINATE FINAL HVAG LAYOUT WITH TRU55 COMPANY BEFORE TRUSSES ARE BUILT. ----------I ALL BEDROOMS MUST HAVE ARC FAULT INTERRUPTION L--------- J NOTE TO GENERAL CONTRACTOR: ALL ELECTRICAL TO 8E FIELD VERIFIED BEFOREIN5TALLATION A.I.C. CALCULATIONS (2 x 40 x 26,144)/(5000 x 240) = 1.75 1/1 + 1.75 = .36 .36 x 26,144 = 4525.04 A.).G. OF SERVICE = 4525.04 A.I.G. RATING OF PANEL = 10,000 ELECTRICAL NOTES: A. FEAT STRIP LOAD 6OVERN5 OVER CONDEN50R UNIT LOAD. B. GENERAL L16HTIN6 CALCULATED o IA0,4 (50.FTJ x 3 ilyorTsw-FT) = 4,152/ 14 (6EN1T6.CIR,) = 2463 (WATTS rA) G. CQtWT SIZE, OR 247.0 WATT5 D. SEE -9.8-PANEL GALCULATION5. R BRANCH CIRCUITS RUN IN ROMEX. D15CONWICT CALCULATIONS: PANEL 'A' TOTAL MO A/C) 4443,224 IsL 10,000 O 100% = I0p00 REMAINDER O 403b = 15,264.E AX LOAD a 653b = 6500 TOTAL 'A' = 5064.60 1240 = 132.45 AMPS THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6-RADE5 OR MEAWREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE GC)NSTRUC TION 01 ion revisions no. date REV #1 5/14/15 BLD6 COWS designed PAR drawn PAR checked 56/PAR date 4116114 scale 1WcP-OuIVAO) job n o . 14-057 . &ER Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 �W W/ F-� W o Q 0 J LL _0 W W O F rW V 0 W I>(n I— project QUA QUANTUM ENGINEERING ASSOCIATES INC. Structural,6ngineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W,QEASSOCIATES.COM drawing 1ST & 2ND FLOOR ELECTRICAL PLANS CONTRACTOR Cniov sheet A-7 RM THESE PLANS CONFORM TO FW - 2010 oeln Ja revisions no. date 7= 0 Z\c-�o 2ND FLOOR MECHANICAL PLAN 50ALE , 1/4" = 1'-0" 0 D U CT L ey o LA:T L 1ST FLOOR MECHANICAL PLAN 50ALE : 1/4" = I'-0" THE DE51ON PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, ORADE5 OR MEA5UREMENT5. ALL F16URE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE designed PAR drawn PAR checked 55MAR date 9/Ib/14 scale 1/4" = r-O' ON.0) job no. 14-ow.cER w o Q o W `L _o WN�w �J o U 'I"- I— J O>U) project L—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 drawing MECHANICAL PLAN sheet M-1 THESE PLANS CONFORM TO FEY, - 2010 of WALL LEGEND 8'-0" BRG. HEIGHT 17-10" BRG. HEIGHT VARIES SEE LGR HGT BEARING NOTE: " ALL WALLS SHOWN ON THIS LAYOUT ARE CONSIDERED TO BE BEARING UNLESS NOTED OTHERWISE. * SEE LAYOUT FOR WALL HEIGHT TRANSITION LOCATIONS. " SEE LAYOUT FOR LEDGER HEIGHTS. SEE F20G ENG'g F( LEDGER CONNECTION TI LEDGER PROVIDED BY BEARING COLUMN (SEE LAYOUT FOR HEIGfiT) TRUSS TO MASONRY CONNEC BY OTHER'S - SEE PLANT TOILET/TUB/SHOWER DROP 12 SEE LAYOUT P`n STANDARD, HEEL 10-1 2 PLUM CUT CANTILEVER TYPICAL END DETAIL 16"DP. SYS-42 FLOOR TRUSSES (U.N.O.) - THE ; MARK/TRUSS LABEL REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING __--_- —~ _T3_5 I ; F'T —1 F34 it r I 11' 21Id - F32I . i i d F31 h F30 P� - F29 f � I I � F28 F27 It F26 I I I _ F25 �I 1' F22 F21 �CF38 V I ' 112 /21I F19 F36 F18 - F17 II' .I F16CP ,t F 15 F14 �E F12 r, - d F11 I I F10 i;;MillF09 t F08 r F07 F06 \IS, I. F02 F01 ,X" 11,o I `6„ �_� A___� (2)2x() LEDGER 2x4 RIBBON BY OTHER'S. BY OTHER's END DETAIL @ LEDGER 16"DP. SYS-42 7 FLOOR TRUSSES L END DETAIL @ BEARING WALL OMENTS - THE CONTAAAOTOR OF RECORD * CONFIRM CLOUDS CONFIRM CEILINGS & TRANSITION`, CHASE HGTS. VARY @ DBL.STACKED CHOZDS & 2x4 GIRDERS. SEE ENG'g FOR SPEC's ALL FLOOR TRUSSES ARE DESIGNED AS 16"D3 @ 16"OC .AND TC BRG. ON LEDGER (UNLESS SHOWN OTrIERWISE) FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/Cif? ENGINEER OF RECORD AREA CALC FLOOR 910.94 ma ROOF 1117.52 Nz F CIA 139.91 rt HIP LINE 103.16 N VALLEY LINEI 0 N " SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED BLDB TO VERIFY CALCULATIONS uan m Engineering Associates inc. THE REVIEW AND APPROVAL OF THESE DRAWINGS S STRICTLY FOR TRUSS SHOP DRAWINGS COMPLIANCE WITH ROOF PLAN GEOMERTY AND DOES NOT RELIEVE THE TRUSS FABRICATOR OF HIS RESPONSIBILITY FOR CONFORMANCE WITH THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY INCON- SISTENCIES BETWEEN THE TRUSS SHOP DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL, ALL RESPONSIBILITIES SHALL CONFORM. WITH ANSI / TPI / WTCA 4 - 2002 APPROVED; NO EXCEPTIONS TAKEN APPROVED WITH COMMENTS NOTED ❑ REVISE AS NO D; RESUBMIT ❑ REJECTED; MMENTS AS NOTED BY DATE 0 --- O - -- LOADING ROOF FLOOR WIND LOAD a LIVE LOAD 30 40 ASCE 7-10 o U DEAD LOAD 15 20 165 MPH EXP D F LIVE LOAD 10* Q CATEGORY II op DEAD LOAD 10 5 ENCLOSED TOTAL LOAD 55 65 FBC - 2010 DURATION FACTOR 1.25 1.00 TPI - 2007 REV DATE BY REMARKS' It is understood that above conditions have been reviewed ❑ APPROVED & are acceptable for the APPROVED fabrication at trusses, AS NOTED elevations, pitches, overhangs, ❑ REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY CUSTOMER �JWN CONSTRUCTION JOB NAME GERM RESIDENCE LOCATION - 0MMMNTY / LOT # BLDG BLDG TYPE - # " JOB # 59405 MASTER _ DRAWN SCALE DATE 08/29/ 14 _ RDS N.T.S_ . �TRacr®R COPY ROOF 'Aid#Awl i�—= TRU55E5 A FLORIDA CORPORATION Ph 772-409-1010/ Fax 772-409-1020 http.,IAAlww.aItruss.com