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HomeMy WebLinkAboutRevision Building Plans0 I. TYPE OF CONSTRUCTION: GLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING, CODE AS, ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 4. BUILDER SHALL REVIEW DRAWN55 IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPON5ABILITY FOR ANY ERRORS OR OM155IONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT, BACKCHAROE5 WILL NOT BE ACCEPTED. DO NOT SCALE DRAWIN65. 5. 5UBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWIN65 AS, REQUIRED BELOW. 6. THESE PLUS, AS DRAM AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENER6Y EFFICIENCY. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROV151ONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. '1. BUILDER 15 RESPON5IBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-5TRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWIN65 TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND HEATHER STRIPPED. WINDOW UNITS SHALL P15PLAY LABELS 5HOWIN& COMPLIANCE WITH THE F.B.C. ENERGY CONSERVATION CODE. II. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE FB.C. SITE PLAN NOTES FOUNDATION NOTES I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X WIAXWIA HAM. ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. WWM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE SUPPORTED AT 3'-0" 0/0 EACH WAY WITH APPROVED MATERIALS. 2. ALL REINFORCING STEEL TO SE GRADE 60. 3. COLUMN AND WALL GENTERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OTHERWI5E NOTED, 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.5.F., CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR SOIL BEARING CAPACITY REPORT BY A FLORIDA REGISTERED ENGINEER. 5, ALL 517E PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE SITE SPECIFIC 6E0TECHNIGAL REPORT MUST BE STRICTLY ADHERED TO. 6. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF GLEAN HELL GRADED SAND IN 12" LIFTS(MAX) AND VIBRATORY COMPACTS TO ACHIEVE A MINIMUM OF 45% MODIFIED PROCTOR ASTM D 155E-02. 1. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND. 6. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. 9. SPLICES SHALL BE 4& BAR DIAMETERS AND CONTINUOUS AROUND ALL CORMER5 AND GHANGE5 IN DIRECTION. CORNER BARS SHALL BE 40 BAR DIAMETERS EACH. WAY. 10. ALL MONOLITHIC FOOTINC75 HAVE BEEN CHECKED FOR THE USE OF TRANSFER REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. 11. CONCRETE FOR FOUNDATION5 AND FOOTINGS, SHALL BE 2500 PSI MIN. MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65. BEAM SCHEDULE NOTES I. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 51TE FEATURES ONLY. THE 6.6. OR 1. 5GHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED THROUGHOUT (TD) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 5-6 AMC) HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLE55 OTHERWI5E FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, NOTE AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS OCCUR BEii^JEFN THE ARCHITECTURAL SITE PLAN AND BUR VEYORS 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 514ALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- RESOLVESTHESE 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). 1. CONCRETE SHALL CONFORM TO A51M 044-Oi, SHALL HAVE A MAXIMUM WATER/CEMENT 5 DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW d DOOR HEADS (28" MAX) RATIO OF 0.6 AND SHALL HAVE 5000 PSI COMPRESSIVE STRENGTH IN 26 DAYS ( ADD 2-05 BOTTOM IF DROP EXCEEDS 8". UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI 316-08 AND AGI 301. ALL CONCRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 5' TO FIT BLOCK ACI 530-05. WORK, 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLAB5 ON VAPOR 1 ALL ADDED L061NDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW 6RADE-2' SUPPORT UNLE55 OTHERWISE NOTED. UNFORMED CONCRETE BELOW 5RADE-3" 8. REFER TO CONCRETE NOTES FOR AND STEEL FOR INFORMATION ON CO 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-04a. SPECIFICATIONS. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL y ONE-OUAIRTER OF MAXIMJM BOTTOM REINFORGIN6 STEEL AREA OF EITHER ADJACENT OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BEAT T SHALL EXTEND THRU SUPPORT AND LAP WITH A GLASS "A" TENSION LAP SPLICE BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLF55 NOTED OTHERH15E. ON EITHER 51DE OF SUPPORT. 5. ADEQUATE VERTICAL AMC) HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY 10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INOIGATE5 THAT SUPPORT ALL LOADS DURING, CON5TRUCTION. IREINFORGIN6 SHALL BE CONTINUOUS THRU THESE TNO BEAMS. 6. CONCRETE BEAM SIZES MAY INCREASED (6' MAX) AS REQUIRED FOR ARCHITECTURAL DETAILS OR FIT BLOCK GOUR51N6, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND DOOR BEAMS (28" MAX) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 1. DOWELS COLUMN AND WALL REINFORCING, TO FOOTING WITH SAME SIZE AND NUMBER OF 0OHEL5 AS, VERTICAL BARS ABOVE. 5. REINFORGIN6 STEEL SHALL BE LAPPED 46 BAR VIA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS, HORIZ. BEAM REINFORCING, AT EACH FADE. LAP 48 BAR DIA. MIN. 9. PLACING DRAWIN65 ON BAR L15T5 SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE CONCRETE REINFORCING, STEEL INSTITUTE UNLESS NOTED OTHERWISE. ABBREVIATIONS ABV ABOVE AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT B.F. BI FOLD B.P. BI PASS BLK. BLOCK BLW. BELOW BR&. BEARING BEM. BOTTOM CL6. CEILING GMU CONCRETE MA50NRY UNITS COL. COLUMN GONG. CONCRETE C5MT. CASEMENT VEIL. DOUBLE VIA. DIAMETER 015P. DISPOSAL DP DESIGN PRESSURE DR DOOR DIN P15H WASHER E.E. EACH END ELEC. ELECTRICAL ELEV. ELEVATION E.S. EACH 51M M.G. MEDICINE CABINET EXT. EXTERIOR M. MEAN ROOF HEIGHT F.B.C. FLORIDA BUILDING CODE M.TT.. METAL THRESHOLD F.R. FIRE RATED MAX. MAXIMUM FR FRENCH DOOR M MANUFACTURER FIN. FINISHED MICRO. MICROWAVE FL. FLOOR MIN. MINI" 6.T. GIRDER TRU55 M.O. M `A50WY OPENING GA. CAUSE MONO. MONOLITHIC, GALV. GALVANIZED MTL. METAL GFI GROUND FAULT INTERRUPT O.H.D. OVER HEAD DOOR a. OLA55 O/G ON CENTER 61"B GYPSUM WALLBOARD GYP. BD. GYPSUM WALLBOARD P.L.F. P0205 PER LINEAR FOOT HOT. HEIGHT P.5.F. POUNDS PER SQUARE FOOT HP5. HOOPS P.5.I. POUNDS PER SQUARE INCH HR HOUR P.T. PRESSURE TREATS H5 HORIZONTAL SLIDING PARTIN. PARTITION HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET INS. INSULATION PLYWD. PLYWOOD INT. INTERIOR R.O. ROUGH OPENING L6. LONG 5.0. 50LID GORE LIN. LINEN 5.6.0. SLIDING GLASS DOOR LT. LIGHT 5F SQUARE FOOT L.T. LAUNDRY TUB 5H SINGLE HUNG 5M5 SHEET METAL SCREWS ST. STIRRUPS STL. STEEL 5W SWITCH S.W.O.T. 5HEARWALL OVERTURNING, FORGE TEMP. TEMPERED T.B. THROUGH BOLT T.O. THROUGH OUT T.OB.B. TOP OF MASONRY BOND BEAM T.O.PL. TOP OF WOOD PLATE T.O.TB. TOP OF TIE BEAM TYP. TYPICAL U.N.O. UNLESS NOTE OTHERWISE UL UMDERMTERS LABORATORIES V.F. VERIFY IN FIELD WA. HEDGE ANCHORS W/ WITH WG WATER CLOSET KID. WOOD MASONRY NOTES I. CONCRETE UNITS TO BE A5TM G 90-0612. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS, NECESSARY. (f'm = 1500 PSI) 2. MORTAR TYPE M PER ASTM C 210-01. 3. CONCRETE FILL A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W 3000 F51 PEA GRAVEL CONCRETE. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. C. ALL CONCRETE f HALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF 9"-11" MAX., WHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS P05515LE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. P.THE USE OF ADMIXTURE5 SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEER. 4. REINFORCING: VERTICAL: A. ASTM A615-03. PER REINFORCING SECTION (GRADE 60). B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM THE MASONRY. D. VERTICAL REINFOR6IN6 SHALL BE AS, LOCATED ON THE PLAN AND AS INDICATED IN THE COLUMN SCHEDULE. E. VERTICAL REINFORCING, EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED. HORIZONTAL: A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. B. HORIZONTAL JOINT REINFORCEMENT SHALL CON515T OF AT LEAST 9 GAGE LADDER TYPE REINFORCEMENT SPADED NOT MORE THEN 16" 0/0 VERT, REINFORCEMENT SHALL O T OPENINGS AND EXTEND NOT LE-55 ALSO BE PROVIDED AT THE BOTTOM AND OP OF ALL THEN 24" BEYOND THE OPENING. PROVIDE 6" MIN EMBEDMENT INTO CONCRETE COLUMNS AND BEAMS AND FULL DEPTH LAPS AT ALL MA50NRY "L' AND 'IT" INTERSECTIONS. 5. GENERAL: A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-0S/ ABLE. 5-06/T.M.5. 402-06, BUILDIN6 CODE REQUIREMENTS FOR MA50NRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-Ob/A.5.GP. 6-0&/T.M.5. 602.06, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPEGIFIGATIONS FOR MASONRY STRUCTURES. C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN ACCORDANCE WITH SECTION 21222.4 F.B.C. b. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UN055TRZTED CONT. CELL. 1. GLEANOUT OPENIN65 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH. GLEANOUTS SHALL BE SEALED AFTER GLEANING AND INSPECTION, AND BEFORE GROUTING,. STEEL NOTES I. 5TRUGTURAI. STEEL SHALL CONFORM TO THE A15C "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: W 5HAPE5 - A942-060, OTHER SHAPES - A36-05, PLATES A56-05 BOLTS - A 301-04 TUBULAR - A500-01 GRADE B (46 KSI) 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDIN6 CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.5. A5.1 E'TOXX. PLAN NOTES I. A PERMANENT SIGN WHICH IDENTIFIE5 THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PALL 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT (HVAG, EHW, WA5HER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.C. MECHANICAL CODE. 3. PROVIDE Ix2 P.T. FIRE -STOP HORIZONTAL ® CEILING 8 WALL INTERSECTIONS OR b'-O" 0/0 VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION TO5. 4. ALL GLAZING WITHIN 24"(48" IN HVHZ) AND PARALLEL TO A DOOR SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 56" OF TUBS AND 5HOHER5 WITH SILLS LESS THAN (P0" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING GLASS DOORS AMC) FRENCH DOORS SHALL BE TEMPERED. 5. E6RE55 WINDOWS SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET AREA OF 5.1 5P. FOR 2nd FLOOR WINDOW5 AND 5.0 S.F. FOR Ist FLOOR WINDOWS. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR LATCH AT 54" A.F.F. MAK. IN HVHZ AREAS WHERE THERE 15 MORE THAN A *-0' DROP, THE BILL SHALL BE NO LE55 THAN 36" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD, 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 1. IN AREAS OTHER THAN WHIZ FIXED GLASS THICKNESS SHALL BE DETERMINED U91146 TABLE 2405.3 S 3A OF F.B.G. AS THE MINIMUM THICKNE55 ALLOHED. 5. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS, PER F.B.C. SECTION 24-15 UNLESS THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING, HAS SPECIFIC PRODUCT APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS AS SET FORTH IN CHAPTER 16. 9. PICKETS AT STAIRS, LANDIN66 It BALCONIES SHALL BE 5PACE17 TO PREVENT PASSAGE OF A 4' DIAMETER SPHERE. 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 8 KITCHEN HOODS SHALL NOT VENT THROUGH THE 51M WALL AND MUST MAINTAIN A 0-O" SETBACK. FRAMING NOTES I. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SCHEMATIC IN NATURE. HONEEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN PM16NED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL 71RU55 AND FLOOR SYSTEM DESIGNERS LAYOUT. 2. TH15 FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR G.T. BEARING POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PKIME PROFE55IONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIXE STRUCTURAL REVISIONS ACCORDINGLY. 3. FINAL SIGNED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DESIGN MUST BE SUBMITTED TO THI5 OFFICE FOR REVIEW. TRUSS, AND FLOOR SYSTEM DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOE DRAWIN65 AND ENGINEERING CALCULATIONS 516NW AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP PRANIN66 15 A COURTESY BY THE ARCHITECT/ EN61NEER AND IN NO WAY RELIEVES THE MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY INTEGRATE WITH THE ARCHITECT/ ENBINNER5 SUPERSTRUCTURE. IF THERE 15 ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRU55 AND FLOOR SYSTEM COMPANY SHALL NOTIFY THE ARCHITECT/ EN61NEER IN WRITING OF THE SPECIFIC AREAS OF CONCERN. 5. TRU55M TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE COORDINATION BETWEEN THE TRUSS DESIGN AND AIR CONDITIONING DESIGN REQUIREMENTS. 6. NEITHER ARCHITECT NOR ENGINEER ACCEPT5 ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINC75 UNTIL REVIEW OF APPROVED TRU55 AND FLOOR SYSTEM DRAWINGS, SIGNED AND SEALED BY A FLORIDA RE6ISTERED ENGINEER. 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH STUD. (CONTV) PROPOSED SINGLE FAMILY RESIDENCE ELECTRICAL SYMBOLS LEGEND 220 Y. RECEPTACLE TELEVISION JACK ® FAN ® LOW VOLT. AT 12" A.F.F. 4 PREWIRED BOX SMOKE DETECTOR DUPLEX RECEPTACLE/ ARC, SINGLE REGEPTAGLE (T� HVAG JUNCTION �X ® SMOKE DETECTOR FAULT INTERRUPT AT 12' A.F.F. DEDICATED I THERMOSTAT Q� 5 DUPLEX RECEPTACLE AT BASE Q I SINGLE RECEPTACLE DEDICATED SWITCHED Q I INTERCOM AT 60" A.F.F. PADDLE FAN W/ OR Wp/LIGHT � EXHAUST FAN Q� Ila DUPLEX RECEPTACLE AT 8' ABV. COUNTER 0 Hv I SINGLE REGEPTAGLE DEDIGAIED UNDERGOUNTER f� I SECURITY KEYPADV� FLOURE5GENT LIGHT FIXTURE /dl EXHAUST FAN /LIGHT COMBO Q� DUPLEX RECEPTACLE FLOURESGENT SPEAK III GROUND FAULT INTERRUPT DUPLEX RECEPTACLE- ARC, p I DOOR CHIME LIGHT FIXTURE ® IN GLG. FAULT INTERRUPT • 12" A.F.F. (Dc 5F1 DUPLEX RECEPTACLE AT 8' ABV. COUNTER GROUND FAULT INTERRUPT DUPLEX RECEPTACLE TOP RED. 5WITGHED p I PUSH BOTTOM INCANDESCENT LIGHT FIXTURE CL6. MNT V. LV DOOR RELEASE rty�� II DUPLEX RECEPTACLE TOP RED. 5WITGHED ARC, FAULT INTERRUPT 5WITGH ® TELEPHONE OUTLET AT 12" A.F.F. INCANDESCENT LIGHT FIXTURE WALL. MINTED. o I VOLUME CONTROL SINGLE POLE HI HAT �([D i DUPLEX RECEPTACLE WATERPROOF �7 5WITGH TELEPHONE OUTLET ® GLG. MOUNTED I� 5WITGH DISGONNEGT GROUND FAULT INTERRUPT 3 THREE WAY FLUSH IN FLOOR DR AIGLE 5WITGH ® DEDICATED DATA LINE LINE HI HAT VAPOR PROOF ®P BREAKERND� 4FOUR WAY ANEL QUADRllPLEX 5WITGH C.v.CENTRAL Y VACUUM REGEPTAGLE (0 SED EYEBALLFFAL. METER d 015G. RECEPTACLE v DIMMER pUPLRECEPTACLE HITCH SKEYED ( SECURITY © CARBON MONOXIDE DETECTOR LOW VOLTAGE FLUSH IN FLOOR �K L16HT5 TRANSFORMER S1 LUCIE COUNTY Y LORI A (CONT'D) 6. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER WN57RZTION MANUAL" AS, PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 9. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. PROVIDE AN APPROVED M015TURF VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. 10. BUILDER SHALL BE RESPON5IBLE FOR PROVIDING ADEQUATE BRACING AND BRID61N6 USED DURING ERECTION OF TRUSSES AND STRUCTURAL BLABS TO PREVENT COLLAPSE OR DAMAGE. 11. HEADERS FOR FRAMED OPENINGS GREATER THAN &-0' MUST BE ENGINEERED AND STAMPED BY THE TRU55 MANUFACTURER. MESS NOTED OTHERWI5E) 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (5) 2XI25 UNLE55 OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNE55). 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER USES. 90 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 K51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 14. NON-BEARIN6 INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE CHANNEL TYPE STUDS AT 24' 0/6 WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL 5CREH5 AT 12" 0/6 MAX. 15. METAL LATH OVER SHEATHING SHALL BE 3/43" V-GROVE OR DIMPLED. GEILIN65 AND SOFFITS SHALL BE HIGH RIB TYPE, FASTEN TO SUBSTATE AT 4" O/C AS, FOLLOWS; CONCRETE: 3/4" LONG STUB NAILS WI 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLE5 I'LEG, 1/I6' CROON METAL MTL. FRAMING: SELF TAPING SCREWS •12 x 1/2' WA5HER HEAD STAPLES SHALL NOT BE USED FOR SOFFITS OR CEILIN55 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER BARRIER 11. PNEUMATIC FASTENERS 5Y5TEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 1126 1-1/2" LONG AND .120" DIAMETER U.N.O. 15. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE POST AS FOLLOWS: WRAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (1) LAYER OF 5/8" TYPE "X" 5YP50M WALL BOARD, THIS WILL PROVIDE A ONE HOUR RATING FOR THE POST. 19. TRU55 MANFAGTURER SHALL DE516N TRU55E5 TO COMPLY WITH ALL 5WERIMP05M WIND LOADS PER F.B.G. 2010. MECHANICAL NOTES I. ALL HEATING, AIR GONDITIONIN6, REFRIGERATION AND VENTILATION EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDIN6 CODE MECHANICAL" AND FLORIDA BUILDING GORE ENERGY CONSERVATION . 2. A 4" CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED ASSEMBLIES IF ANY. 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, JUMPER5 OR TRANSFER GRILLES. 5. A/C, UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING AFV. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF b" ABV. ADJOINING GRADE. PADS SHALL BE A MINIMUM 4'-O"x9'-O" PAD FOR DOUBLE UNIT. PLUMBING NOTES I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C...... 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, FB.G. 3. 015PO51TION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER II. 1. F JACKS ELECTRICAL NOTES I. CONTRACTOR SHALL VERIFY WITH F.P.$L. THE LOCATION OF SERVICE AND SHALL LOCATE METER # PANELS AS, REQUIRED. 2. ALL WIRE SHALL BE THHN COPPER UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY OTHER GODE5, 5ERVIGE AND FEEDER GONDUGTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 1. PROVIDE 015CONNECT 5WITGH OF SIZE AS REQUIRED BY LOAD AND UNITS. b. PROVIDE NON-FU5IBLE GENERAL DUTY SAFETY 5WITGHE5 AT A/G EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS, PER MANUFACTURER. RECOMMENDATIONS. 9. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, LAUNDRY AND WET BAR OUTLETS PER NEC 210.b(A). 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OWNER. II. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR GABLE AS, SHOWN ON PLANS. 13. DEDICATE CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES. 14. ALL CLOSET L16HTIN6 SHALL COMPLY WITH NEC SEC. 410.6. 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT PROTECTION PER NEC SEC. 210.12 SMOKE DETEGTOR5 SHALL BE CONNECTED TO ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP. DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR 11. PROVIDE ARC -FAULT GIRGUIT INTERRUPTOR PROTECTION IN DWELLING, UNIT LIVING, DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDOOOMS, SUNROOM5, CLOSETS, HALLWAYS OR SIM. ROOMS PER NEC 210-12 (5). IS. SMOKE DETECTORS REQUIRED ON ALL HVAG UNIT5 WITH 2O01 GFM OR MORE. 19. CEILING AREA 110 V. SMOKE DETECTORS SHALL NOT BE CLOSER THAN 3 FT. FROM THE DOOR TO BATHROOMS, WASHERVPYERS, A/G SUPPLY AMC) RETURNS 1 KITCHENS. SMOKE DETECTORS MAY Bt WITHIN 20 FT, OF A COOKING APPLIANCE IF THEY ARE OF THE PHOTOELECTRIC TYPE. 20. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR SLEEPING PURPOSES MEN THE BUILDING HAS, A F0551L BURNING HEATER OR APPLIANCE, A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED BY THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. 21. IF USED, A COMBINATION SMOKE/ CARBON MONOXIDE ALARM SHALL BE LISTED OR LABELED BY A NATIONALLY REC06NIZED TESTING LABORATORY. 22. TAMPER RE515TANT REGEPTACLE5 ARE REQUIRED IN DWELLING UNITS IN ALL AREAS SPECIFIED IN NEC 21052 FOR 125 VOLT, 15 t 20A REGEPTAGLES PER NEC 405.11 23. INTERSYSTEM BONDING TERMINATION FOR GONNEGTIN6 INTERSYSTEM BONDING AND GROUNDING, CONDUCTORS $HALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, CAN, ETC. PER NEC 250.9$, i 6•iFSG PLANS AND ALL PROPOSED WORK 0c",, I,,, IVECT i't) Ah!`t G'(.ApEcTft$ i. it i i ft I".Tf� s THAT iTr1° �1I x�'S'.ry Ati'i IN 'f(iTI' COMPLY 41(IW!i 4L. APPIJ94ka =Es,� CODES USED: 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10-0 FROM ROO FLORIDA BUILDING CODE 2010 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12' OFF THE BUILDING. 6. SMOKER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH SHOWER HEADS SHALL - NEC, 2006 BE FINISHED WITH A SMOOTH , NONAB50RBENT SURFACE TO A HEIGHT NOT LESS THEN 10 INCHES ABOVE THE DRAIN INLET. - A.5.GE: 1-10 LOAD SCHEDULE OGATION LIVE DEAD PARTIN TOTAL &ROUND FLOOR 40 50 10 100 applles to slab ON GRADE FLOOR FRAMING 40 15 10 65 ROOF 50 25 0 55 WIND: ULTIMATE WIND SPEED = 110 m.p.h NOMINAL WIND SPEED = 152 mph. R15K GATAGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE CATEGORY = D ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THI5 STRICTURE 15 DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASGE. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE DOOR AND WINDOW 5HEDULE5. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRE55URE5 BY THE APPROPRIATE FAGTOR5 TO OBTAIN TEST PRESSURES. DRAWING INDEX 0 f C-1 COVER SHEEr:�• ��F:�, 5-1 51TE PLAN A-1.0 FOUNDATION 1 PILE PLAN A-0 POUNDATION i PILE DETAILS'* MO (e 1t.1 A-2 1ST t 2ND FLOOR PLANS A-3 ELEVATIONS E DETAILS ' - A-4 SECTIONS 6 DETAILS I A-5 FLOOR 3 ROOF FRAMING, PLANS R J A-S FRAMING DETAILSi s A-7 FLOOR E ROOF SRAGIN& PLANS E DETAILS A-8 M-1 IST d 2ND FLOOR ELECTRiCALaANS 15T S 2NO FLOOR MECHANIC revisions no. dote REV I 4/I/13 SLOB GMTS designed PAR drawn PAR checked 35/PAR date 10/10/15 scale 1/4"=r-O"N.N. Job n o . 13-037 . MOR Shawn M. Stambaugh, PE FL I.C. 61850 - C.A. 26210 imif#/ q0I - 01 %I $7 LUCIE COUNTY BUILDING DIVISION F1�1i1EW6FJ FOR coo R `. W9ill<W[D qY , DAT& - LANE AND PLEAMIT MINT BE KEPT ON JOB OR NO INIAICTION WILL BE MADE W W A � � ICI WLL J J D U (n rnWU " ~ W D ® 0 LLI J I- _Jz( project Q11A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation PLAN / ELEVATION SYMBOLS LEGEND 5HEARWALL LABEL 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 # INTERIOR ®® ® SEE FOUNDATIONED PLAN POTSHELF AS, NOTED HEIGHT 94 FAX .24 FAX SCALE SCALE a owc. p O ASSOC6TES.0 www.QEassociATFs.coM ELEVATION BEAM LABEL 3 111111111111111 ,s��' POURED CONCRETE /J�/�/���/� AS SOFFIT # DETAIL O00# MAX, TRU55 CONNECTOR k!!/11l/Ll/11!/lU/1J HEIGHT OTED draw Ing LANE owc. SCALE O DOOR LABEL TG-O NON -BEARING FRAME T ARCHED OPENING SEE Z 1 � CONSTRUCTION� - PLAN OR ELEV. COVER SHEET � REVISION # SECTION wc. oSCALE O WINDOW LABEL BEARING FRAME CONSTRUCTION MASONRY CONSTRUCTION TYPICAL N NORTH ARROW ; FRAME CONSTRUCTION ,,.... ABOVE OR BELOW ` # SECTION owc. SCALE G# COLUMN LABEL d sheet - BEAM HEIGHT THE DESIGN PROFE55IONAL A5%ME5 NO -- BREAK LINE ELEV CHANGE LIABILITY FOR IMPROPER SLOPES, 5-RADE5 HER MEASUREMENTS. ALL FIGURES TO BE C-1 " VERIFIED BY A LICENSED GENERAL INTERIOR ELEV. # F# O FOOTING LABEL SCALE GRAPHIC 50ALE 0'-0" FIN. FL. SLAB FLOOR ELEVATION CONTRACTOR IN THE FIELD BEFORE SCALE 118"=1-e of GON5TRU6TI ON. THF5E PLAN:i CONFORM TO FSC - 2010 4 A%r= 1-10 revisions no. date INDIAN RIVER 9030'00"W. 34,64' (P-C) 51-011 SETBACK -011 SETBACK SIDEN ED IN BLOOD ZONE "AEll BASE ELEVP,TION 7.0 N.P COMMUNITY PANEL NO.: I DRIED 02/I6/2012 Nl.).00 \ PROPERTY STREET ADDRESS: 4� NETTLES ELVD. �ENSEN EEAr-�H, FL., 54�57 LEGAL DESORIPTION LOT 4�, NETTLES ISLAND FROJEGT SEGTION 2, ACCORD I N5 TO THE PLAT THEREOF, AS RECORDED I N FLAT E300< 1 6, PAGES I, I A THROUGH I J, OF THE FUE3L I G REGORDS OF ST. LUG I E OOUNfi r, FLORIDA. 10'-O" SETBACK N.19030'00"W. 34.64' (P-C) 22' COMMON USE R/W SITE PLAN 56ALE : 1/4" = 1'-0" 0 Ul THE DEVON PROFE55IONAL A5%ME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENT5. ALL FIOURE5 TO BE ` IERIF41DB�( A-L16B6€9 6€NERAL - CONTRACTOR IN THE FIELD BEFORE CONSTRUCTION. designed PAR drawn PAR checked 55/PAR date 4130173 scale 114"=I''-O"(U.N.0) job n O . 15-037 . MOR W W A Q � MCI O W LL 0 N Qz J 0 cl)U �cn w j w v J 0w�- J Z U) 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 SITE PLAN sheet S-1 of THESE PLANS CONFORM TO F6G - 2010 4 AWE T-10 revisions no. date REV 1 4/30/14 REPRINT ALL SHEETS 5HOW 5.V. ON ELEVATIONS TEXT B #4 a I &' O/C X 4'-0' L6. TYPICAL AT ENTIRE PERIMETER TEXT A (2) #4 F.L. (TOP) - TYPICAL TEXT 0 #4 a 12" 0/0 X 6-8" TOP TYP. OVER ALL INTERIOR 6RADE BEAMS (4) #4 F.L. (2) EA. SIDE TOP) TEXT G 16"xlb" x (1)#5 DIA CORNER BAR a 24' O.G. VERT. TO FLOOR SLAB TYP. ALL ACUTE CORNERS ATION PLAN NOTE TO BUILDER: MASON: EXACT MASONRY OPENIN6 51ZE5 ARE NOTE TO BUILDER: TO BE OBTAINED FROM BUILDER BEFORE CONSTRUCTION DUE TO VERIFY ALL DIMENSIONS AND AN61-E5 VARYING MANUFACTURER M.O.'s. SEE SHOWN WITH SITE SURVEY FLOOR PLAN FOR WINDOW PLACEMENT INFORMATION BEFORE CONSTRUCTION AND LABELING. 6.G. TO VERIFY ALL FOUNDATION DIMENSIONS AND FINISH FLOOR HEIGHT WITH SURVEY INFO BEFORE CONSTRUCTION SLAB: POURED CONCRETE SLAB OVER (SEE SLAB SPECS) OVER APPROVED VAPOR BARRIER AND WELL COMPACTED (TO 95 %) GLEAN AND TERMITE TREATED SAND i_ILL. NOTE: 6C. TO VERIFY ELEVATIONS WITH SURVEY AND ADJJ5T AGGORDIN6LY IF WCE55ARY BEFORE CONSTRUCTION. DO NOT EXCEED MAX WILDING HT. ALLOhED BY LOCAL CODES. 24'-10" I -17� 1 IV �n 1 T-2' 1 51-61. 1 SIM. G5 r\u G5 G5 nv G5 / S.V. O V. \\ �� '7 G5 a\ \ \\\\ \ \ \ `I 1�0 goo b qo I \ X \ c �1 tT /% 20 \ \\ A8 6�-0 / A6 A6 G2 A6, 14 96 A6 20 PILES SHONAI 9FkON \ 8"XI6" SMART -VENT HYDRO -VENT PER LAND DEV CODE SECTION G. TO BE NO 1-116HER THAN (1) 6" COURSE ABOVE SLAB a VENT LOCATION. (200 5.F) TYP. 6.0. MAY VARY LOCATION TO AVOID FILLED GELL5 G2 ©\ / \�\ SCAB FOR ITY ' G2 P ` OW µ�T56 FODEEP 42"FO \ �EECR CLARIT- ' 14" Op FLOOR Wi)65E- / j16 O.C.TYP TYR U.N.O. ' NO FIXTURES OWN \ ' REFERENGE ONLY 14 A618 / A6 V. •,Pi ' FF' G2 A6 G6 � s ° s 65" 0 / poi; '1' 6ARA57E SLAB 6" MAIN SLAB #4 a12' E.W. BOTTOM #4 s 12" E.N. BOTTOM, TYP. NOTE TO GENERAL CONTRACTOR: 6.0. SHALL FIELD VERIFY ALL STEPS, FLOODS HEI6HTS, AND DIMENSIONS UP TO FINISH FLOOR BEFORE CONSTRUCTION # NOTIFY THE DE516NER IF ANY PROBLEMS OCCUR THAT CANNOT BE WORKED OUT IN THE FIELD BY THE 6.C. GRADE BEAM SCHEDULE REINFORGIN6 #3 HOOPS TOP MID BTM MARK SIZE OR 5TIRRUP5 REMARKS / DETAIL #3 DIA STIRRUPS a TYP - EXT WALL 6B-I I6"x24" 2#6 2#5 2#7 101, O.G. DETAIL A #3 DIA STIRRUPS a TYP - INT WALL 68-2 16 x16" 2#6 - 2#6 600.0. DETAIL B #3 DIA STIRRUPS 0 ENTRANGPiPORGH 66-3 I6x1611 2#3 - 2#5 b' O.G. DETAIL G #3 DIA STIRRUPS a STEP 654 16 x24" 2#6 2#3 2#6 10" O.G. DETAIL D #3 DIA STIRRUPS a (5ARA6E 6B-5 Ib x17" 2#6 - 2#7 7' O.G. DETAIL E 05 DIA STIRRUPS a 6ARA&E 66-6 I6""x1711 2#6 - 2#7 -I' O.G. DETAIL P #3 DIA STIRRUPS a 6ARA6E 5TEP 66-7 16 x24" 2#6 2#5 2#7 101, O.G. DETAIL H W G2 \` P O, 18 � 3 � A6 \ n ,I-0. 3 21-7. KNEEWALL 1TGH TRUSS s PROVIDE 24 MIN IDE ACCESS UNDER FLOOR YS W/ 50LID CORE WATER T ACC DR. 1. 06 SAP M5 014 1ST FLOOR SLAB/FRAMING PLAN SCALE: 1/4" = I'-O' COLUMN SCHEDULE MARK 512E TYPE DE5GRIPTION C-I Bx6 BLOCK CONC. BLK. M FULLY GROUTED CELL WA-#5 VERT. EA. CELL a 8'-0" O/G OR A5 LOCATED ON PLAN G-2 bx16 BLOCK GONG. SLK. W/2 FULLY 6ROUTED CELLS W/1-#5 PERT. EA. CELL C-3 8x12 BLOCK RINKER T-324 PR BIQUAL CON, BLOCK FULLY 6ROUTED W W#5 DIA REBAR VERTICAL G-4 8x16 BLOCK GONG. 'O' BLOCK FULLY 6ROUTED W/445 VERT. REBAR (2) BARS EA. FAG C-5 Bx16 BLOCK CONC. BILK. W/2 FULLY 6ROUTED GELL5 W4-#7 VERT EA. CELL ,-6 45° IRRE6. BLOCK RINKER "110 OR EQUAL GONG BLOCK FULLY 6RXW Wl105 DIA REBAR EACH CELL VERTICAL designed PAR drawn PAR checked savAR date 9/30/13-12/6/13 scale 1/4' = 1'-O' ORO) Job n o . 13-037 . MOR Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W Q o O T�� V1 LL W ZZ J 0 0 ~ VX16" SMART -VENT HYDRO -VENT PER LAND DEV CODE SECTION G. TO BE NO H16HER THAN U) W (1) 6" COURSE ABOVE SLAB a VENT LOCATION. J U r. (200 SP) TYR � 0-) O Q W � �a J Z U) project NOTE TO WILDER: SEE SHEET A-I.I FOR PILING SPECIFICATIONS, NOTES AND PILE/FOUNDATION DETAILS THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA50REMENT5. ALL FIOURE5 TO BE VERIFIED BY A LIGEN5ED GENERAL GONTRAGTOR IN THE FIELD BEFORE GON5TRUGTION. 0 L- A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 \ WW.QEASS0ClA rES.00M drawing FOUNDATION PLAN sheet A-1.0 of THESE PLAN5 CONFORM TO FBG - 2010 4 A50E I -IC revisions no. date (2) #4 (Fl. PERIMET #4 OIB' x 4'-0" 90° HOOK TYP. ENTIRE PERIMETER SLAB REINF, SFE PLAN, 6" GONG. SLAB — (EXGEPr &ARA6e) STIRRUPS, SEE SGh PILE DOWEL5, SEE SCHEDULE. 14' AU&ERGA5T— PILIN& O GB-1 I - #5 GONT. — 7" GONG. -LAB- i B 6' CONCRETEBLOCK WALL #4 TOP STEEL OVER INTERIOR GRADE BEAM -BEAM REINF, (SEE MAN SEE 5C#W. SLAB REINF, SEE PLAN 6° LONG. SLAB 41 'v cv 57IRRUP5, SEE SGHED. BEAM REINF. SEE m I PILE DOWELS, SEE 5GHEDULE. 14" AU6ERCA5T PILING b" 8" O GB-2 t BLOCK WALL BEND TOP BAR ML. SH.W.R. REGE55 5 DOWELS a 12 0/0 SLAB REINF.-' i- SEE PLAN.AIJ. .. - - — BEAM REINF, SEE � F' BTM. OF 60-1, PILE DOWELS, SEE BEYOND SCHEDULE. 14" AWERGA5T PILING 6" OBEAM @ GARAGE RECESS spun J L %R 1 1/2' BLOCK OR b" GONG. SLAB FR ME WALL RECESS VARI (SEE PLAryJ STIRRUPS, SEE 50HED. e h . . a SLAB REINF, SEE PLAN. "Z" BAR5 TO MATCH 6" GONG. SLAB SLAB STL. LAP Ib" 6-0' MIN. BEAM RE-1w, BEAM REIN SEE SGIED• SEE 50HED. Ib" @) GB-3 O GB-4 #4 ® 160 0/G 6" CONCRETE SLAB EM TYPICAL (1) 05 NOSING TYPICAL . e COMPACTED- I " i— GLEAWDRY�I i I� �• i-FILLIOR R161D FOAM�I I � I I I --- -- 6B (SEE PLANU I -_J I6"xl6", #5-QO° DOWELS - 6" 5 m 0 12" O/G 14" ALI&ERGAST PILING W) STEPS @ PORCH KITCHEN slNk I JIL 2" I co I 3 2• C 1 �� k IDET 3, 2�D FI. 3 3, UP i I NAtly Q, �0 MAIN PLUMBING RISER DIAGRAM 1�SEv,ER NOT TO 56ALE 04 OIB° x 4'-04- 9O" HOOK TYP. ENTIRE F PERIMETER —5LAS ROW, 51A8 REIN, SEE PLAN. SEE PLAN. 7° CONCRETE SLAt BEAM REINF SEE, - PILE DONEL5, 5EE SCHEDULE 5GIEOULE. PILE DCNEL5, SEE SCHEDULE. -14" AU6ERGA5T 14' AUGERCAST - PILIN& PILING O GB-5 Fi BEAM 5TL- SEE 5GHED. bale" ADD #5 90" CORNER BARS ALL BEAM STL. LOCATIONS E GRADE BEAM TO GRADE BEAM E ENDING DIAGRAM (TYP.) PILING NOTES: 1. PILIN66 TO BE 14" DIAMETER BY 25'-0' MIN. LENGTH OR REFUSAL DE516N CAPACITY - 20 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 543-R-00. REINFORCING = (1) 01 x 25'. EXTEND 15" ABOVE T.O.P. ELEVATION 2. A16ERCA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO THE GROUND TO A PREDETERMINED PILE DEPTH. HIGH STRENGTH GROUT SHALL BE PUMPED WITH SUFFICIENT M55URE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE LATERAL PENETRATION OF THE &ROUT INTO SOFT OR POUROU5 ZONE5 OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF GROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN5 AT ALL TIMES DURING THE RAISING OF THE AUGER 50 THAT THE H16H-STREWTH GROUT HAS A 1215PLACINS ACTION REMOVING ANY L005E MATERIAL FROM THE HOLE. TH15 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDANT ON WHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. 3. AUGER GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 P51 AT 2& DAYS. SEE CONCRETE NOTES ON SHEET G-I FOR ALL OTHER CONCRETE. GRADE BEAM/SLAB NOTES: 1. FLOOR 5LA5 THICKNESS ! REINF. TO BE PER PILING PLAN ON 6 MIL V15QUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR TERMITES. 2. ALL REINIFORGNl6 STEEL TO BE GRADE 60. 5. GRADE BEAM AND PILING DESIGN BASED ON 6EOTECHNIGAL REPORT PROVIDED BY A FLORIDA RE615TERED 6EOTECHNICAL ENGINEER. 4. AFTER STANDARD GLEANING, AND 6RUBBIN6 HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PA55M TO THE EXISTING GROUND. 5. SLA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. b. 5PLIGE5 SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION, CORNER BARS SHALL BE 4b BAR DIAMETERS EACH. WAY. T. CONCRETE FOR GRADE BEAM AND SLABS SHALL BE 3000 P51 MIN. MAXIMUM WATER/GEMENT RATIO MUST NOT EXCEED OM. b. SCHEDULED HOOFS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR THROU6HOUr (TA) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE NOTED. 9. ALL GRADE BEAM (MARK '65") 5AR5 SHALL BE GONITINUOUS UNLE55 OTHERH15E NOTEDALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. 10. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM ADJACENT BEAMS. W). 11. ALL ADDED LOGITUDINAL BEAM REINFORCIN6 SHALL EXTEND 6" MINIMUM INTO SUPPORT UNLESS OTHERWISE NOTED. 12. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A' TENSION LAP SPLICE ON EITHER SIDE OF SUPPORT. 15. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - 3/4" BEAMS AND COLUMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2" UNFORMED CONCRETE BELOW GRADE-5" 6"GONG. SLAB SLAB REIW..J SEE PLAN. BEAM REINF. SEE, - SCHEDULE HOOKD SLAB 5TL- TO BEAM, TYP. SVRRIA-o-, SEE SGH PILE DOWEL5, SEE 14" AI.ISERGA5T— PILING OBEAM @ E I I I 4 (1) - #T VERTICAL II FULL DEPTH OF PILE (4) - #s 711, VERTICAL W/ #4 s12" O.G. 1--F-4 I I I I I I L_L1 I I I r I � r-r� Iry ; I I I r-r t �• U/ I I I I I I L_L1 I 1 I L _LA r-ri i I I r-r_ I I I r--r-f SEE 550ILS REPORT i, --� 14" BA. PILE TYPICAL rWGER PILE THE DE51614 PROFE55IONAL A55UMES NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEASUREMENTS. ALL F16URES TO BE VERIFIED BY A LICENSED 6ENERAL CONTRACTOR IN THE FIELD BEFORE CON57RUCTION. designed PAR drawn PAR checked 55/PAR dote, 4/30/13 - 12AD113 500ie 114'=1'-0"N•NO) job no. 13-031. MOR T Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 rW V W A p W O J o F-- Q � JO �U U) W LLI .j rn U O W J I— J Z U) project Q E A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering H, p y Cost Segregation )v a N 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561,202.6994 FAX 561.296.2494 W W W.GEASSOCIATES.COM drawing FOUNDATION PLAN DETAILS " �' ..`F sheet A-1.1 Of nC-5E PLANS CONFORM TO FW - 2010 4 A 0E 'Ho CERAMIC TILE FINISH OVER 1/2" THK OURA-ROCK OVER I/4" THK RUBBER MEMBRANE HOT MOPPED OVER 50' THK GDX EXT GRADE PLYWD NAILED TO TRUSSES PER NAILING SCHEDULE. TURN MEMBRANE UP HALLS b" MIN TYP AND FLASH A.TAIQ nFNTFR Pnl F DROP BOND BEA UNDERSIDE OF WIN TOP a 101-6' FLD FILL COLUMNS AND LINTEL 50LID W/ GROUT T.OBB #3 VERT. TIES ONLY AS REQD. SEE LINTEL SCHEDULE HIGH 5TREN6TH PRECAST LINTEL WREINFORGIN6 A5 REQD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN (TYP) ALL EXT WOOD WALL5 SYNTHETIC STUCCO OVER 5/8"THK DEN56LA55 60LD FIREGUARD BRD OVER TYVEK BUD& HRAP OVER 19/32" THK COX EXT GRADE PLYWOOD OVER 2x6 P.T. WOOD STUDS a 16" 0/G. INSULATE BEHIND WALL IN ATTIC VERTICALLY VVR-21 MIN. TYP. DET. LINTEL ON COLUMN 3/4" = 1'-0' BUILDER / OWNER MAY REDUCE OPENING 51ZE IF DESIRED BYPRAMIN& IN AREA OUTSIDE OF STAIRWELL COLUMN SPADING TO CONTIN 2ND FLOOR PLAN 50ALE : 1/4" = 1'-0' 8"x8" FILLED OPENIN65 <= 6'-04: CELLS SEE PLAN PROVIDE 8"X8" MIN. AND COLUMN BOND BEAM COURSE 50HEDULE FOR SCHE IN14#5 MID. OR g ,T y 8'X8" MIN. FORMED .-...- ...........�:........... MASONRY GONG. 511E VV/ 2-#5 :: _..._ MASONRY OFENIN6 MID. HALL �::::::.... OFENIN65 > 6-0": PROVIDE WNW MIN. F BREAK AWAY 51DE BOND BEAM COURSE OF MASONRY .................... ... 2- D. OR ti-- .. , COLUMN FOR `f.. -� ^ }-=�- R 8"X8' MIN. FORMED CONTINUOUS POUR ::::::::::::::::::::::--`.:::::::: n :.:... GONG. SILL Wt 245 _ ..__:_':..`_ { ]: :: MID. PROVIDE 6" MIN. __..._......(._._.....__._..... I _.._....'......._.. PROVIDE b"x8' PENETRATION EA. ..........`... .\ ..................................... , ..... 3 MAX.FILLED CELLS H/ END 6 TIED TO 1-#5 VERT. DOWEL VERT. REINF. Q .........__.._F..._......: W/ STD. AGI HOOK EA. END a 4'-d" FOUNDATION OR INTERMEDIATE 's:...`,"`.', .I'.:: •,1'•: 0/CWEN OPEF9N6 EXCEEDS 4'-0" `i .. BEAM �a --`ice_;.=z--�'--r,� -.=may__ WIDE SILL REINF. AT MASONRY OPENINGS (TYP.) 3/4" = 1'-0" SHORT WALL PLACE *ERE H RAILING W/PICKET5 QED TO REJECT A 4" HERE PER FB.G.-R E FROM BELOH j:T7iffi•00 =; 42" H RAILING ORD z 5ALONIFICKET5 SPACED - TO REJECT A 4" DIA LU I SPHERE PER F.B.G.-R 2010 i METAL AN&LE- ATTACH TO TRL65 W R-30 INSULATION `CRfJ*s AT 12" O.G. - 56" H RAILING WAPIGKETS SPACED TO REJECT A 4" DIA SPHERE PER FB.G: R 2010 TRUSS BOTTOM CHORD DECOR. TRIM MOULDING ATTIC ACCESS SECTION SCALE 1-1/2' = 1'-O" SAFE GRAVITY LOADS FOR b" PREGA5T 4 PRESTRESSED U-LINTEL5 <^zT-<~" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-0B 8M-iB BF12-W BF12-10 Srl6-08 BF15-1B BF20-OB 8F20-10 BF24-OB OF4-IS BF2B-08 8F28-9B BF32-OB 6F32-1B (A) 2'-10'(34� PRECAST 2231 300 4W5 6113 7547 8974 10394 IIW9 30W 4805 B113 7547 8974 I0394 11809 t8) 3'-6" (42') PRECAST 2231 3050 3719 5163 6607 8054 9502 t095I JOW 4B� 6113 7547 8974 IOM t1808 (C) 4'-0" (481 PRECAST 1966 2561 2751 362D 4890 5951 7034 B107 2893 4W5 6113 7547 8974 10394 11809 (D) 4'-6" (54') PRECAST 1599 1969 2110 2931 W53 4576 5400 6224 11909 2189 4375 6113 7547 W72 10294 (E) 5'-4' (647 PRECAST 1217 1349 1436 1999 25W 3123 3W6 4244... 1663 3080 5365 7547 35 734 19 19 LWAIR) (F) 5'-10-(701 PRECAST 1062 11o5 1173 1631 2090 2540 3009 3470 1451 26U 4300 71 45) SX19 71 19 6326 Cij (G) 6'-6- (78' PRECAST 908 1238 2177 3480 303t 3707 4353 5061 1238 2177 3460 5351 WW 1 14 (H) T-6" (90' PRECAST 743 1011 1729 2632 2205 2696 3191 3B85 1011 1729 MI 3000 5881 INV 44 84n 75 (J) 9'-4- (1121 PRECAST 554 on 1180 teas 2564 3486 2816 3302 752 1245 1843 2564 3486 4705 6300 4 (K) 10'-6"(1261 PRECAST 475 b% 690 1247 2083 2777 2163 2535 643 1052 15M 2003 2781 3543 35 47M 45 (L) 11'-4'(1361 PRECAST 362 582 H5 1366 180 2423 3127 4006 582 945 13M 180 2423 3127 4006 (M) _ 12'-0-(144' PRECAST 337 540 573 1254 1684 2193 2905 3552 540 V3 1254 1684 2193 2608 3562 (N) 1S-4"(1601 PRECAST 296 471 755 1075 Mn IBM 2316 2663 471 755 IM 1425 I&M 2318 203 (P) 14'-0"(168' PRECAST 279 424 706 1002 1326 107 2127 2630 442 706 IOD2 1328 ' 1807 2127 2830 (0) 14'-80(1761 PRESTRESSED N.R. NB nt NR NR NR NR NR 458 783 1370 19M 2245 2517 2712 (R) 15'-4'(1841 PRESTRESSED N.R. NR NR NR NR NR HR NR 412 710 1250 1733 2050 2nD 2513 (S) 17'-4*(2081 PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 INS 186 2D47 (T) 19'-4'(2321 PRESTRESSED N.R. MR M NR NR NR NR NR 235 420 75D 1037 1282 1515 1716 (U) 21'-4"(258' PRESTRESSED N.R. N' NR WR NR xR NR NR 180 340 50B 645 1114 1359 1466 (� 22'-0*(2641 PRESTRESSED N.R. NR NR NR MR NR165 315 1 � 560 784 104047 12ffi 1399 (W) 24'-0'(2881 PRESTRESSED N.R. MRNR NR250 450 654 8R 7NIR tNR (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REAAR. 1 I i a FINISHED CEILING - SEE TYP. HALL SECTION CONT. 25 &AU6E METAL TRACKS TOP 4 BOTTOM 25 6AU6E CHANNEL SHAPED STUDS 24" O/C KUI FULL LEN6TH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY 4 ATTACHED VU I" LONG BUGLE HEAD SCREWS TO EACH 51DE ® 12" 0/0 GONG. FLOOR SLAB TYPICAL INTERIOR PARTITION SCALE: 3/4" = 1'-O" SAFE LATERAL LOADS FOR b" PRECAST 8 PRESTRESSED U-LINTELS 5, FE UPLIFT LOADS FOR b" PRECAST 4 PRL5TRE55ED U-LINTEL5 C_,.�/►w.,. SAFE LOAD PLF LENGTH 7YPE LENGTH 8UB BM REINF- 2'-10'(341 PRECAST 1293 1642 2135 (B) S-6" (421 PRECAST 1025 1024 1830 (C) 4'-0' (481 PRECAST 765 763 1365 (D) 4'-6" (541 PRECAST 592 591 1057 (E) 5'-4' (641 PRECAST 411 411 734 (F) 5'-10-(70' PRECAST 340 339 607 (G) 6'-6' (781 PRECAST 507 721 483 (H) 7'-6- (90' PRECAST 424 534 357 (J) 9'-4' (1121 PRECAST 326 512 227 (K) 10'-6"(1261 PRECAST 284 401 178 (L) 11'-4-(1361 PRECAST 260 452 152 (M) 12'-0*(14.41 PRECAST 244 402 135 (N) 13'-4'(1601 PRECAST 217 324 109 (P) 14'-O'(1681 PRECAST 205 293 98 (0) 14'-8"(1761 PRESTRESSED N.R. 284 89 (R) 15'-4'(1841 PRESTRESSED N.R. 259 82 (S) 17'-4"(2081 PRESTRESSED N.R. 194 63 (() 19'-4'(2321 PRESTRESSED N.R. 148 51 (U) 21'-4-(256' PRESTRESSED N.R. 125 42 (A) 22'-00(2641 PRESTRESSED N.R. 116 39 (W) 24'-O'(2881 PRESTRESSED N.R. 91 33 4~f'4~ t SAFE LOAD - POUNDS PER LINEAR FOOT 1YPE LENGTH 6F6-tr Bfl2-1T 8F78-1T BF20-1T Bf24-17 ei28-9r 8F32-11 6Fs-zr on2-zr BF18-zt BF20-2T BF24-ZP BF26-2f BF32-z7 2'-10'(34' PRECAST 1972 3173 4480 5747 7034 8321 M 19n 3173 4460 5747 7034 8321 96M Y-6- (42' PRECAST 150 2524 3547 4569 Mel 6613 76M 150 2524 3547 450 M91 6813 7636 4'-0' (48' PRECAST 1363 2192 3D79 3886 403 5740 6627 1363 2102 3D79 3986 403 5740 6827 4'-8" (54' PRECAST 1207 19W 2724 3506 4292 5077 5861 1297 1940 2124 35M 4292 5077 5861 5'-4- (64' PRECAST 1016 I&V 2210 29W 3607 4ZW 4924 1016 1832 220D 2949 3607 4265 4024 5'-10'(70' PRECAST 1492 2093 2094 3295 3W 440 929 1492 2093 2684 3295 =7 4408 6'-6" (78' PRECAST 835 12 1340 IND 2419 2959 3W8 4038 835 1340 1880 2419 n59 3W6 4038 7'-6' (901 PRECAST 727 � 1021 1 1 21021111 257110 10 3308 9 727 1166 16H 2102 2571 3039 3506 9'-4' (1121 PRECAST 591 660 11 15 147 15 1811 15 21 16 2 1S 591 851 13a 1705 2084 2463 2542 10'-6'(126' PRECAST 914 2 11 15 1458 15 17415 206WI5 5M 6B6 1183 1526 Ins 22M 2544 l l'-4'(136') PRECAST 474 485 798(15 IOXIb 127215 1510(15 17 15 404 599 1026 1422 1738 2053 2369 12'-0"(144' PRECAST 470 9 441 723 14 936 14 1151 15 1 15 311 1 15 470 543 926 1340 18W _ 19W 2247 13`-4"(1601 PRECAST 442 1 877 14 14 7r724 962 I4 117114 11M 428 4S5 455 770 1444 1718 1983 14'-0'(168' PRECAST 354 15 3W 55914 6B7 14 t 14 121 14 410 420 709 1195414'-8"(1761 PRESTRESSED 390 st9 t 8551324 1 1 976 14 1 11 II 14246 187 11302485(9 15 -4 (184'j PRESTRESSED 757 1 ON 13 105 13 23D 364 Boalrta e 114 1801 117'-4'(206'j PRESTRESSED 303 404 12837 500 92 B93 8 73a 1 9 15 872 I192 14 14 19'-4-(2321 PRESTRESSED 1622223N 11 SW /2 BW I* 716 12 166 261 424 616 83i 8 " 105 1j t 12 21'-4'(256' PRESTRESSED 142 t98 308 11 393 19 4B0 t9 567 1: 554(11 1 13 142 230 531 713 903 1. 22'-O'(264' PRESTRESSED 137 192 378 It 461 10 545 1.! en II 137 221 t316 506 Wt 861 11 997 13 24'-0"(2887 PRTSIRESSED __ 124 175 341 io 41a t0 Wt In 566 10 124 200 450 fi0G 756 1s 875 1 (/) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REAAR. LETTER TO INDICATE WHICH LINTEL TO USE SEE GASTGRETE SCHEDULES PROVIDED LETTER TO INDICATE LINTEL SIZE. SEE BOND BEAM SCHEDULE PROVIDED 8"x8" PRECAST LINTEL. �� FILL COLUMNS R:' AND LINTEL SOLID y H/ &ROUT 8"x8" FILLED CELLS W/ 1#5 VERT. (TYP) TYP. DET. LINTEL ON COLUMN 3/4" = V-0" SEE BEAM 5CHEDULE FOR REINFORCEMENT `ILL COLUMNS SOLIDy b"xb" FILLED CELLS V/ PEA GRAVEL CONCRETE SEE PLAN AND COLUN SCHEDULE FOR REINF TYPICAL CHANGE IN BOND BEAM HEIGHT >< i' '1ST FLOOR PLAN - - - - - - - - SCALE : 1/4" = 1'-0" -�J BEAM SCHEDULE REINFORCING #3 BPS TOP MID BTM MARK SIZE OR 5TIRRUPS REMARKS TYP MASONRY BOND BM CONTIN UNLE5 OTHERHI5E NOTED BB-1 8 xl6" 165 - - NOW READ. 2 COURSES FILLED L-I 4311xl2" 1#5 - 1#5 NOW REQD. CASTCRETE H16H 5TRENOTH LINTEL ALL COLR5E5 FILLED CASTCRETE HIGH STRENGTH DOOR L-2 b"xl4" 1#5 - 1#5 NONE READ. ALL C RSE5 FILLED CASTCRETE H1644 STRENGTH LINTEL L-3 b"xl6" 1#5 - 1#5 NONE REQD. ALL COUR5E5 FILLED L-4 b"x42" 1#5 _ 1#5 NONE READ. CASTCRETE H16H 57RENOTH LINTEL ALL COURSES FILLED CA57CRETE H16H 5TREN6774 LINTEL L-5 b"x22" 1#5 - I#5 NOTE READ. ALL COURSES FILLED CA57CRETE HIGH 67RENOTH LINTEL L-6 b'x2b" 1#5 1#5 NONE READ. ALL COUR5E5 FILLED b"x28" / GASTGRETE HIGH STRENGTH LINTEL L-7 b"x34" 1#5 - 1#5 NONE READ. ALL COURSES FILLED. STEPPED LINTEL -PROVIDE #5 Z-5AR5 TOP DEPTH TRAN51TION CA57CRETE H16H STRENGTH LINTEL L-b b"04" 1#5 1#5 NOW READ ALL GOVRZE5 FILLED CA57CRM H16H STRENGTH LINTEL L-q 6"x3b" 1#5 - 1#3 NONE REOD. ALL GOURX5 FILLED CA5TGRETE HIGH 5TRENOTH LINTEL L-10 b"x63" 1#5 - 145 NONE READ. ALL COURSES FILLED CA5TCRETE HIGH 57RENOTH LINTEL L-11 45"xb3" 1#5 - 1#5 NONE READ. ALL COURSE5 FILLED ATTIC VENT CALCULATIONS CEILING AREA RATIO 1 TOTAL NET FREE VENTILATING AREA 851 W. PT 1/I50 15h7 5Q. PT. OR USE 34'-1" MIN OF 2" HIDE SOFFIT VENTING OR USE VENTILATED ALUMIN SGFFIT THRU OUT CALCULATIONS FIRST FLOOR A/C 62T.0 S.F. SECOND FLOOR A/C 722D S.F. TOTAL U/A 1,3411D S.F. 5ARA&E MILL S.F. FRONT PORCH 07.0 S.F. REAR PORCH 611.0 S.F. FRONT 2ND FLR BALL 5&.0 S.F. REAR 2ND FLR BALL 20q.0 S.F. COVERED ENTRY 31.0 S.F. 3RD FLOOR BALCONY 225.0 S.F. TOTAL FOOTA6E 2,222.0 S.F THE DE51614 PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEA51JREMENT5. ALL FlaRE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRUCTION. revisions no. date designed PAR drawn PAR checked 55/PAR date 11/30/13 - 120/13 scale 1/4"=1'-00(U.N.0) Job no. 13-037. MOR Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 hr�1 V W A 0 VL W 0 J LL U (n 0')WU W W J 0 W F- J Z U) project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering 0 Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202,6994 FAX 561.296.2494 W W W.OEASSOCIATES.COM drawing 1ST & 2ND FLOOR PLANS f. r 5 nY Y ✓"1 "�Sa.e 3•• sheet A-2 of THE5E PLA.N5 CONFORM TO F66 - 2010 4 ASGE 7-10 revisions no. date REV 1 4/50/14 REPRINT ALL SHEETS SHOW 5.V. ON ELEVATIONS 12 4 U38'X 63" R.O. pp - SO'" + 46.82 RAISED SMOOTH STUCCO FINISH o BASE Ib"N X 8' HIGH SMART VENT io n n u nivn a -•VENT FIN15H a BA5E REAR ELEVATION 5CALE : 1/4" = 1'-0' 7=1 LJ O 380X 36"R.O. DP -50Bq + 46.Oq Ib"W X b" HIGH 5MART VENT VIA ALUMINUM RAL STAIR TO :ES5 THE 5RD IOR BALCONY 54'X B2"RA. VP -4q.gq + 45.412 SED SMOOTH GOO FINISH a E Zk OPEN OPEN 2b"X 5q"R.O. � DP-52.16 + 48.Oq OPEN 13 I6 58"X 650R.O. 54'X 82"RA. DP -50Bq DP -44.414 + 4682 + 45.g2 Ib"W X 8" HIGH SMART Ib"W X B" HIGH SMART VENT VENT LEFT SIDE E=L EVATI O SCALE : 1/4" = 1'-0" NOTE :TRU55 COMPANY TO VERIFY THAT ALL ROOFS DO NOT EXCEED 22'-0" ABOVE FLOOD RIGHT SIDE ELEVATION 5CALE : 1/4" = I'-0" 2' RAISED SMOOTH STUCCO GAP 51I1000 FINISH DECORATIVE ALUM. RAILING 42' HT 4" RA15ED SMOOTH STUCCO BANDING b"/4" RA15ED SMOOTH STUCCO BANDING STUCCO FINISH b" RA15ED SMOOTH STUCCO BANDIN6 ry NOTE TO 6.C. 6.C. SHALL ASSUME RESPON5IBILTY FOR ALL MASONRY/ROUI5H OPENING SIZES AND SHALL VERIFY qV DOORS AND WINDOWS SHALL BE IMPACT WITH PRODUCT SPEC.'S BEFORE CONSTRUCTION. ALUMIN RAILING WIFICKET5 SPACED TO REXCT A 4' VIA SPHERE. PER FBC-R 2010 - TYP. f- 40"X b I RA. DP -4q.gq +45A2 i W iml 11I III H0 i LEI LEI . (D 9b"X W K0. DP -55.18 + 42.45 FRONT ELEVATION SCALE '. I/4" = I'_-)K designed PAR drawn PAR checked 55/PAR date q/30/13 - 12/6/15 s c a l e 114" = P-0" N.N.OJ job no. 13-037. MOR MAX eLc>s Nr. —I" HIGH STANDING METAL SEAM ROOFING 1151-6 T.O. 3RD PLR rOBB. Shawn M. Stambaugh, PE B'-0" GL6 FL. LIC. 61850 - C.A. 26210 SEE DETAIL EXT PORCH CEILIN6 DETAIL #1 ON SHEET A4 - TYP. q'-6 3/4" W.F.P. 4'-6" TOBB. OL EP FLR TRUSSES B =0" GL6 NT. 3' 2ASV TRADE FLOOD FIT T6 NA D. 39' NAVD6RAVE. N nW V1 LL r1/ ® z J 0 U) (n W W rnWU _W ® J 22'-0" MAX I~ BLD6 MT. J Z U . --I" HIGH 5TANDIN5 METAL SEAM ROOFING project 18' 6" T.O. 3RD FLR T.OBB. B'-0" GL6 RAISED SMOOTH STUCCO BANDING CEMENTIOUS 51DIN6 QLA WHERE SHONW 4" WIDE RAISED SMOOTH QUANTUM ENGINEERING ASSOCIATES INC. STUCCO BANDING TEXTURRED STUCCO FIN15H DECORATIVE ALUM. RAILING 56' MIN HT 6" HIGH RA15M SMOOTH 5TU000 BANDING 4'-6 3/4" T.O.F.F. IB" DEEP FLR > I strucal i ring �« " e xCgst kn TEXTURRED FINISH "' b' HI&H RA SMC�oTH �, U 5 STUCCO BANDIFk?i i 60/4" HIGH RAISED SMOOTH STUCCO BANDING 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 RAISED SMOOTH STUCCO 561.202.6994 �FIN15H a BASE FLOOD HT. FAX 561.296.2494 VdWW.QEASSOC IATGS.COM 3'-2" ASV GRADE FLOOD HT 7.0' NAND. IZV drawing 38' NA.VD. &RAPE ELEVATIONS THE DE'.516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5I GRADES OR MEA5UREMENT5. ALL FlaRE5 TO BE VERIFIED BY A LICEN5ED 5ENERAL CONTRACTOR IN THE FIELD BEFORE CON5TR:UCTION. f �r sheet A-3 of THESE PLAN5 CONFORM TO FBC - 2010 4 A50E 1-1 114. DIA. RED HEAD AT 16" O/G MAX. "G" 4-1/2'xl-1/2'x14 &A. KVEXPAI&ON MATERIAL CONC. OR MASONRY usr:Am DRYWALL BOARD CAULKING GLASS BLOCK PERIMETER CAULKING STUCCO FIN15H HEAD DETAIL (GLASS BLOCK) DRYWALL BOARD —CONC. OR MASONRY G' 4-W'kl-1/20xl4 GA. WEXPAN510N MATERIAL °: CAULKING GLASS BLOCK W rQ LADDER -TYPE REINF. 11W DIA RED HEAD AT 160 O/G MAX PERIMETER CAULKING STUCCO FINISH JAMB/SILL DETAIL (GLASS BLOCK) PRE -ENO. WOOD ROOF TRU555 •24' 0/G TYPICAL WAPPROVER 6ALV.TRUSS ANCHORS SEE FRAMING AND BRACING PLAN R-30 BATT. INSULATION - (SEE ENERGY GALCJ 12 Q5EE ELEV. 5/8" (MIN) GYPSUM BOARD APPLIED TO UNDERSIDE of TRU55E5 FIRE STOP — TYPICAL BOND BEAM. REFER TO — FLOOR PLAN FOR BEAM SCHEDULE. CORNER BARS MIN LAP 25" 1/2" GYPSUM BOARD OVER Ix2 P.T. FURRING • 16" O/G OVER 5/4" THK FOAM BRD INSULATION. R-42 MIN. 3/4' T46 PLYWOOD FLOOR GLUED 4 NAILED PRE-ENGINEERED FLOOR TRUSSES ® SPACING SUPPLIED BY TRU55 NAME. 18" DEEP FLOOR TRUSSES SEE 1RU55 MANUF PLAN FOR VERIFIC. R-30 INSULATION WHERE NEEDED • SEE FRAMING PLANS FOR ADDITIONAL 57RZTURAL DETAIL AND INFORMATION 1/2' APPLIED TO UNDERSIDE OF TRU55E5-TYP. — (5/8' THK TYPE W GYPSUM BOARD a GARAGE CL6 MIN) FIRE STOP- 1/2' GYPSUM BOARD OVER Ix2 P.T- FURRING ® 16" 0/0 OVER 5/4'THK FOAM BIRD INSULATION. R-5.0 MIN. APPLIED WOOD BASE FIN. FLOOR TO BE AT OR ABOVE FLOOD HEIGHT 4" THICK GONG. SLAB W 6x6x10 W.W.M. AROUND PERIMETER OF BLDG. ON b MIL VAPOR BARRIOR OVER GLEAN, HELL COMPACTED TERMITE TREATED GLEAN SAND FILL. 5/4" T46 PLYWOOD FLOOR GLUED 4 NAILED OVER PRE-ENGINEERED FLOOR TRU55M O SPAGI1,46 SUPPLIED BY TRUSS MANUF. 14" DEEP FLOOR TRU55E5 SEE TRIPE MANUF PLAN FOR VERIFIC. R-304CYNENE INSULATION WHERE NEEDED ' SEE FRAMING PLANS FOR ADDITIONAL STRUCTURAL DETAIL AND INFORMATION eBUILDING A4 S,, LLE 3/4" = I O' ALL EXTERIOR CEILING MATERIAL TO BE HY-RIB LATHE AND STUCCO FASTENERS AT 24' O.G., EITHER I-3/4" MIN EMBEDMENT ROOFING NAILS WITH 116" SHANK AND 5/8' HEADS OR STAPLES WITH 1-3/4" MIN EMBEDMENT LE65 4 1/16" (16 GAGE) EXT. PORCH CLG DET. #1 FRAME WALL STUCCO FINISH HEAD FLASHING #6xl"L6.P.H.5M5a16" O/C 4 6" MAX. FROM EN05 PERIMETER SEALANT NUM FRAME WNAILIN6 FIN 4LCAULKING DRYWALL BOARD HEAD DETAIL (WINDOW) 1x3 P.T. BUCK SET IN SEALANT AND NAILED WI-VV CASE HARDENED COIL NAILS AT 12' O/C. MAX. CONC. OR MASONRY DRYWALL BOARD LIT - CAULKING f ALUMINUM FRAME FASTEN THRU BUCK W 3/16"x3 114' TAPCON SGRB^!5 O 12' 0/6 PERIMETER CAULKING STUCCO FINISH HEAD DETAIL (WINDOW) ALUMINUM FRAME K0AILIN6 PIN PERIMETER SEALANT STUCCO FINISH #6 x I" L6. P.H. 5M5 a 16" O/C 4 6" MAX. FROM E FRAME WALL DRYWALL BOARD ----- CAULKING JAMB DETAIL (WINDOW) 1' 5TANDIN6 MTL SEAM ROOFING OVER PEEL 4 STICK MEMBRANE ROOFING OVER Igr32" EXT 6RADMT E COX PLYWD. FASTEN L ROOF PER MANUFACT. SPECIFICATIONS FOR 110 MPH WIND PER F.B.G. 2010 EDITION (5EE DIAPHRAGM 5GHEDULE FOR NAILING PATTERN 1/4" HEEL ON 2ND FLOOR ROOF TRU55E5 TOP OF BOND BM. SEE ELEVATIONS CONTIN. 6ALV. MTL DRIP OVER 2xb WOOD 12" FASCIA ON TRUSSES. d OA. USE VINYL COVERED FASCIA AND VINYL q1 VENTILATED SOFFIT. " I HARDI PLANK SIDING 2 No FINISHED FLR ELEV SEE ELEVATIONS NOTE: ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THEN 200 A5 PER FEG R315.1 NOTE: R31b.1 INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-,EILIN& ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND A17I65 SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 64. NOTE: R316.4 EXPOSED ATTIC INSULATION. ALL EXP05M INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLA5TIG INSULATION MATERIALS EXP05M ON THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WAL15 SHALL COMPLY WITH SECTION R514 _ CONCRETE BOND BEAM SEE BEAM SCHEDULE FOR SPEG5 NOTE: R7023.1 MATERIALS. ALL 6YFSUM BOARD MATERIAL5 AND ACCE55OME5 SHALL CONFORM TO ASTM G 36, CM, C 475, C 514, G 650, G q31, G q60, G 1002, C 1041, G IITT, G 1176, G 1218, G 1305 OR G 13gb AND SHALL BE INSTALLM IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM G 557. 5/8' STUCCO FINISH (2 COATS) OVER 8" CONG. BLOCK W (1) 05 BAR VERT, IN CONC. FILLED CELL AS, PER PLAN MIN LAP 30 DIAMETERS FINISHED FLOOR o FLOOD VERIFY SURVEY INFORM. 5TL'000 STOP AS REQUIRED BY LOCAL BLDG DEPARTMT AND PER FBC. 2001/04 WALL SECTION A -A NOTE: R102.4.1 GENERAL. CERAMIC TILE 5URFACE5 SHALL BE INSTALLED IN ACCORDANCE WITH AN51 AI08.1, A108.4, A1085, A108b, A106.11, A116.1, ANO-5, A136.1 AND A151.1. R102.42 GEMIENT, FIBER DEMENT AND GLASS MAT GYPSUM BACKERS. CEMIENT, FIBER -CEMENT OR 6LA55 MAT 6YP5UM BACKERS IN COMPLIANCE WITH ASTM G WC,, G 1325 OR G 1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS, BACKERS FOR WALL TILE IN TUB AND SHOVER AREAS AND WALL PANELS IN SHOWER AREAS. USE FIBER CEMENT TYPICAL WHERE FIBERGLASS, PREFAB UNITS ARE NOT INSTALLED. ALUMINUM FRAME FASTEN THRU SUCK W 3/I6"x3114' TAPCON SGREK5 O 12' O/G PERIMETER CAULKIN& 5714G0 FINISH GONG. OR MASONRY I0 P.T. BUCK SET IN SEALANT AND NAILED WI-I/2" CASE HARDENED COIL NAILS AT 12' O/C. MAX. DRYWALL BOARD CAULKING JAMB DETAIL (WINDOW) ---DRYWALL BOARD -- CAULKING ALUMINUM FRAME, 5ET IN CLEAR 51LICONE d FASTEN W #6 x I" L6. P.H. SM5 a 16' O/G 6 6" MAX. FROM ENDS SILL FLASHING <: PERIMETER SEALANT 57UG00 FINISH FRAME WALL SILL DETAIL (WINDOW) HANDRAIL SOUTHERN Y. PINE #1 TYPICAL 1-1/I6NI-7/I6' PICKET — SOUTHERN Y. PINE #1 SPACED TO REJECT v A 4" SPHERE (Pb = 11W psO TYPICAL #12x3" WD. SCRE115 TOP 4 BTM. TYP. ALUMINUM FRAME SELl.RE FRAME TO SU,w WITH SILICONE d PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL GONG. COLUMN ,—lBY EATHER STRIPPING DOOR MANF. e GARAGE DOOR 6ALV. 5TL. VERT. TRACK _ BY MANF FASTENED TO TRACK BRACKETS W I/4=20x1/2' GARRIA6E BOL75 4 LOCK NUT5 6ALV. 5TL. TRACK BRACKETS PA57ENEV TO WOOD JAMB W 3/16"xl-1/4' LA6 5CRFU,16 2x6 P.T. ATTACHED TO MAW, Is o-tErraD of COLUMN W 1/2" AB. AITAGMffNT - 0 21-0" O/C VERT. PREVAIL W'ffN 5.9MIT!® Wco En INSTpenoNs W MAX. FROM ENDS) JAMB DETAIL (GARAGE DOOR) GONG. OR MASONRY DRrXALL BOARD 2x4 P.T. BUCK SET IN SEALANT AND SECURED W -2-1/4 N x 114' (MIN) 01 TAPCON5 AT 6" G/G. DOOR TRIM DOOR FRAME FASTEN TO BUCK W (2) $6 GALV. x 2' SCREWS a 2'-0" O/G DOOR TRIM PERIMETER CAULKING — STUCCO FIN16H HEAD/JAMB DETAIL (DOOR) DOOR THRESHOLD 5E7 IN BED OF CAULK 4 PA57B ED TO SILL W #6 x I W' SCREWS a 16' C/C PERIMETER CAULKING FLOOR COVERING Q ° $Q. '0. O.. °. GONG. FLOOR 51A8 PERIMETER CAULKING CONCRETE SLAB SILL DETAIL (DOOR) SPECIFICATION FOR HARDI PLANK LAP SIDING TO APPLY HARDIPLANK LAP SIDING DIRECTLY TO THE EXTERIOR MASONRY WALL WHERE SHOWN ON THE DRAWIN65 IN ACCORDANCE WITH IGG EVALUATION SERVICE, INC. LEGACY REPORT NER-405 FOR 120 MPH FASTEST WIND SPEED / 140 MPH 2 SEC, OUST. SECTION -13.4 TABLE 48, BASED ON Iggq BOLA NATIONAL CODE REOUIREMENT5. FA5TENERS: SHALL BE ET4F FA6TENER5 IN ACCORDANCE WITH INSPECTION CONCEPTS, INC. REPORT AND LEGACY REPORT NBR-405. FASTENERS SHALL BE ET4F A541-144 5ERIE-5 PIN WHO. DIA. 0.50 INCH AND SHANK DIA OF 0,14 INCH, ZING PLATED FASTENING SHALL BE THE CONGEALED METHOD AS, PER JAMES HARDI BUILDING PRODUCTS INSTALLATION INTRUCTION5 FOR CONGEALED SYSTEM MAXIMUM SPACING OF THE ET4F PINS SHALL BE II" O.G. CAULKING: CAULK SHALL BE LATEX SEALANT THAT COMPLIES WITH A5TM G834 OR ASTM Gg20 (GRADE N5, GLA55 25) END JOINT5 AT TRIM SHALL BE CAULKED. CAULKING AT BUTT JOINTS 15 OPTIONAL. krER FOR WALL MOUNT HANDRAIL DETAIL #12x3" PC iv SCREWS TOP 4 21;'I`- #12x3' NO. BTM. TYP. 50REW5 TOP 4 T BTM. 0 16, O/c m (ONLY APPLIE5 TO -' CONNECTION TO Km. FRAMING. DOES WOOD PRAMINO NOT APPLY TO STAIRS CONNECTION TO WOOD 5TAIR5 0GUARDRAIL DETAIL COVER ALL CONDITIONS 14 GA. I' MTL. STRAP. ONE ON EACH SPRINGER WITH THE EXCEPTION OF A STRINGER ON AN OPEN SIDE HHERE THE STRINGER ENDS ON THE OUTSIDE EDGE OF A DECK IN ORDER TO CONTINUE A 2x12 FASCIA 14 GA. STL. 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 5TRIN5ER W AND SECURED TO THE DECK W NAILS OR DRIVE PINS DEPENDING ON I6d NAILS ON EACH STRINGER WEATHER WAD OR CONCRETE. IN CASES HHERE STRAP CANNOT BE SEEN AFTER DRYWALL 15 HMG, THE STRAP WILL START FROM THE UNDERSIDE OF THE STRINGER AS SHOWN. WHEN STRAP CAN BE 5EEN STARTING POINT 2x4 P.T. SECURED TO SLAB W 3" DRIVE PINS. STAIR SECURED TO 2x4 W I6d NAILS FROM THE FIRST R15ER TO THE 2x4. NOTE THAT 2x4 P.T. DOES NOT NEED TO 60 FROM STRINGER TO 5TRIN6ER. A4 STAIR DETAIL 1) WOOD TRU55 OR LANDING IN 5 I6d NAILS STAGGERED 2) CONC. 5LA8 W 4 5' DRIVE PINS W 30# TAR PAPER BETWEEN COW. 4 STAIR 3) IN CAW5 WHERE SLAB 15 TOO THIN TO HOLD DRIVE PINS PROPERLY, 1/4" TAPCONS WILL BE USED INSTEAD 0 THE TOP RI5ER AND THE STRAP ATTACHING TO THE SLAB. �A4 STAIR DETAIL FILL COLUMN5 AND LINTEL 501-ID W GROUT T.OBB ■ 1., 1 #3 VERT. TIES ONLY AS, REW. SEE LINTEL SCHEDULE I'J, HIGH STRENGTH PRECAST LINTEL e) PV REINFORGIN6 AS, REOD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN YP TYPICAL DETAIL LINTEL A4 AT OPENING &W,' FILLED OPENINGS <= b'-00: CELLS SEE PLAN PROVIDE 8"X8" MIN. AND COLUMN BOND BEAM COURSE SCHEDULE FOR W h#5 MID. OR REINF. J, b'X8" MIN. FORMED ... ...--........... MA50NRY CONC. SILL W 2-#5 ........................ _.,. _........ MASONRY' OPENING MID. WALL ._$...............__._..; ........_ OPENINGS > b'-0": :...... PROVIDE BREAK AWAY 51DE f BOND13EAM COURSE OF MA50NRY - — •PV 245 MID. OR COLUMN FOR 8"X15I MIN. FORMED -.. CONTINUOUS POUR ..:_:::::::::::........ .- _....: _� ° .....:..'...: GONG. SILL W 24#5 ".... ` _ ): & �. MID. PROVIDE 6' MIN. ._........_.__. 'T PROVIDE 8'x8' ....... PENETRATION EA. ..'......-....�.-....... . � 48' MAX. FILLED CELLS W END 4 TIED TO 45 VERT. DOWEL _..._. VERT. REINF. W/ STD. AGI HOOK EA. END o 41-0:1 FOUNDATION OR - INTERMEDIATE ;; .' " Si' " N:..l.. I •. , r. ;:.._1=.' .: (P ; 0 C HI -EN OPENING EXCEEDS 4'-0" BEAM '.:6m- .=r. , - WIDE SILL REINF. AT MASONRY OPENINGS (TYP.) 5/4' ■ P-O' TOP RAIL 2x WOOD OR PVC PICKETS SPACED TO RZ-ECT A 4" DIA SPHERE v BOTTOM RAIL T GUARDRAIL DETAIL - TYP. 2xb LANDING W 5/4' COX PLYWD. GLUED 4 NAILED. MEMBERS ARE 16" 0/0 MAX. - LANDING SECURED TO BLK. WALL W 3" DRIVE PINS a- 12' O/C 2x4 P.T. SECURED TO BLK. WALL W 3' DRIVE PINS a 12" 0/0 DIRECTLY UNDER — LANDING. eSTAIR DETAIL A4 ® GMU WALL 2x12 STRINGER5 TYP PRE-EW 1NEBPM ROOF TRUSS CONCRETE LINTEL SEE BEAM 50-EVOLE x•:: ' BREAK AWAY SIDE OF i�.... MASONRY COLUMN FOR GONTINXJU5POUR SEE BEAM SCHEDULE FOR REINFORCEMENT • 44 , :1: y FILL COLUMNS SOLID 6'k6' FILLED CELL5 W PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYP TYPICAL CHANGE IN A4 BOND BEAM HEIGHT bN16" BOND BEAM (PER 5GHEDULE) 8"x8" PRECAST a` LINTEL. FILL COLUMNS AND LINTEL SOLID A,1. . W GROAT 4 {... 8'x8' FILLED GELL5 W 1#5 VERT. (TYP) G TYPICAL. DETAIL LINTEL ON COLUMN ALCOA TRADITIONAL F' CHANNEL W 5/8" CASEHARO 'STUB' OR 'r NAILS 0 10" O.G. IN GONG. BLOCK. OR WITH 6d NA1L5 O 10" O.G. IN WOOD NAILS 0.12 DIA SHANK 3/8' DIA HEAD 1-1/2" LONG a 6" O.G. -"ALC.OA TRADITIONAL VENTED ALUMINUM SOFFIT #V-144 aSOFFIT ATTACHMENT DETAIL OPTIONAL O z DING SECURED TO A P05T W ONE (1") 14 6E 5TL. STRAP W O BAILS. FILLED 4UJ � J 4x4 POST SECURED TO SLAB 5TL. P05T ANCHOR SHOT W DRIVE PINS TO 5LAB AND NAILED TO POST. FILL ALL HOLES 1/4' THK xb"A2" 51L PLATE HELPED TO TOP LEFT AND TOP R16HT 51DM OF STL ANGLE BOX. SECURE W(2)5/ DIA) WA. 0 8' O.G. INTO EACH PLATE. 4" MIN EMBED THRU-OUT 1/4" THK x2"x2" 57L ANGLE 1 HELPED INTO BOX SHAPE ADD DIA60NALS - I EACH SIDE FAINTL SURFACES FOR RU5 PREVENTION �I/4" THK STL CENTER RIB /4" THK 5TL BASE BOLTED TO WALL (SAV DIA) H.A. 12" O.G. (3 MIN) SIZE OF BASE TO BE DETERMINED BY 6L. as A/C SUPPORT DETAIL revisions no. date designed PAR: drawn PAR checked 551PAR date q/30A3 - 12/6A3 s c a 10 114' = 1'-O" N-NOJ Job n o . 13•-o3T . MoR Shawn M. Stambaugh, PE FL. LIC. 61850 — C.A. 26210 W W A Q 0 1�1 ct w J Q -J O cf)U U) III w LlJ 0 �JZ) ~ O J Ili z cn project QLA QUANTUM ENGINEERING ASSOCIATE5 INC. Structural Engineering 0 Cosl Segregation 4X j TYP 390 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 W W W.QEASSOCIATES.COM T drawing SECTIONS & DETAILS I THE DE51ON PROFE5510NAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEA5UREMENT5. ALL FIGURE5 TO BE VERIFIED 13Y A LIGEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE GON5TRUGTION. sheet A-4 of THESE PLAN5 CONFORM TO FBC - 2010 4 A5CE 1-1 revisions no. date A FLR TRU55 ,16 ® 45" O.G. ROOF FRAMING PLAN 50ALE : 1/4" = 1'-0" POINT LOAD ON FLR TRU55 PROVIDE ARE IN TRU55 IN 5EGURE FLOOR FRAMING PLAN 5GALE : 1/4' = 1'-0" 1NE DE5167N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 C?R MEASUREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE CbON5TRUCTION. designed PAR drawn PAR checked 55/PAR date 9/30115 - 12/5/13 scale v4"=r-0"(O.N.0) Job n o . 13-037 . MOR Shawn M. Stambaugh, PE FL. UC. 61850 - C.A. 26210 W W A VL O W LL no U U Lc) w U U OJ wH J Z to protect E-A QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering e 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 FRAMING PLANS sheet A-5 of THESE M-AN5 CONFORM TO F86 - 2010 4 A56E '1-10 revisions no. date I11/520 ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE EN6.AND APPROVED HOOD TRUSSES SEE TYP. HALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TFU55 CONNECTOR SCHEDULE SELECT CONNECTOR 5HOWN ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS _ SEE PLAN T.O. WALL 4'-0' GONG. TIE -BEAM OR BOND BEAM 6" GMU WALL eREFERENCE: FBC 2305.1.4 A6 CONNECTION DETAIL BLOCK OR MASONRY COLUMN SEE PLAN v 2X P.T. FASTEN TO COLUMN W/ 1/2" 0 WEDGE ANCHORS 0 24" 0/0 VERT. d 6' MAX. FROM EN05 EXTERIOR WALL SHEATHING SEE SHEARWALL SCHEDULE FOR NAILING REQUIREMENTS. HOLD SHEATHING AWAY FROM MASONRY WALL 1/4" MIN. BLOCK OR MASONRY COLUMN SEE PLAN 2X P.T. FASTEN TO COLUMN W/ 1/2" 0 HEDGE ANCHORS o 24" O/C VERT. d 6 MAX. FROM ENDS EXTERIOR WALL SHEATHING SEE 5HEARWALL SCHEDULE FOR NAILING REQUIREMENT5. FASTEN TO END STUD H/ Ibd NAILS AT 12" O/C VERT. t 6" (MAX) FROM ENDS 2 NOTE: USE 3"x3"x1/4" 5TL. WA5HER5, TYP., EA. ANCHOR A6 CONNECTION DETAIL STRAP TOP PLATE TO 3TU05 W/ U5P SPIN 4,6 OR b 'U" 5TRAP OVER TOP PLATE AND UP EACH SIDE W/(6 )10d NAILS TYPICAL 'USP" 45TAlb STRAP FASTEN TO STUDS AND HEADER W/(b)10d NAILS EA. MEMBER (7YP) PROVIDE DBL. KING STUD EA. SIDE OF OPENING HEADER OR G.T. SEE FRAMING PLAN 2x BLOCKING o 4'-0" O/G MAX. 2x STUDS o 16" O/G MAX. STRAP SILL TO STUDS W/ LISP 5PTH 4,6 OR b 'U" STRAP OVER BILL AND DOWN EACH 51DE W(b ) IOd NAIL5 TYPICAL STRAP BOTTOM PLATE TO STUDS WI %6P' SPTH4, 6 OR b 'V- STRAP UNDER BOTTOM PLATE AND UP EACH 51DE W/(4 ) IOd "1.5 TYPICAL 1/2" A.B. 0 24" 0/6 AND 6" MAX FROM EACH 510E OF OPENINGS {W3"x3 xl/4" STEEL WA544ER5 FOOTING (SEE 5CHED) EMBED IN GONG. OR BOND BEAM 4" MIN. A6 CONNECTION DETAIL WOOD POST SEE FRAMING PLAN (2) 3/4" DIA. BOLTS THROUGH POST SIMP50N HD5B HOLD DOWN OR APPROVED EQUAL (1) 5/b" DIA. WEVOE ANCHOR b" MIN. EMBEDMENT a� CONNECTION DETAIL PER SCHEDULE - PROVIDE MOISTURE BARRIER BETWEEN SHEATHING AND BEAM (2) 2x4 P.T. BLOCKING BETWEEN TRU55E5 GONTIN 2xb PT d ANCHORED TO TOP OF LEDGER WITH PLATE FASTENEDFFr.C. I6d NAILS 0 b" O/C TO BOND BEAM H/(1/4"X3 3/4")USP "HTA20" EM®ED STRAP at 4'-0" o% TAPCON5 0 12"H/ 00) IDd x 1-1/2" LIS. OSTAGGERED NAIL SHEATHING TO 1015r5 —i 2x6 PT PER DIAPHRAGM SCHEDULE )RE BARRIER A FLOOR JOISTS TRV56 CONC BEAM - TYP. E-U5P SUR426 H/(b)IOd x 1-1/2" NAILS TO JO15T 6 (4)1/4" x24" TITEN SEC ON MASONRY SCREWS TO BOND BM. 7 As CONNECTION DETAIL i FASTEN TO MASONRY KUYW x 2-3/4" LIS. TITEN5 d TO CONCRETE W ,44" x 3/a" LG, TITENS 51MP50N FASTENERS ALLOWABLE LOADS MODEL NO. MASONRY HEADER JOIST UPLIFT (133%) MASONRY (100%) HU210 b-TITENS 4-I0dxl-Till 460 LES. 2400 W26-2 14-TIT56 6-I0d q05 LEG. 4350 HU210-2 lb-TITENS 10-10d 1505 LES. 5065 HN)410 O-TITENS 10-I0d 1505 LBS. 5065 HU210-3 0-TITEN5 10-I0d IN L85. 5065 As CONNECTION DETAIL FASTEN TO MASONRY W/Y4" x 2 g/4" LIS. TAPGON5 6 TO CONCRETE W/Y4' x 144' LIS. TAPCONS 05P MODEL NO. FASTENERS ALLOWABLE LOADS (L05) MA50NRY HEAVER J015T UPLIFT (13336) MA50NRY (100%) 5KH210L/R b-TAPCON5 10-I0dxI4, 1505 17,10 3021CL/R-2 b-TAPCON5 10-I0d 1545 Ig30 5KH41OLIR 10-TAPCONS 10-I6d 1565 2240 FLOOR SHEATHING NAIL PER. SCHEDULE BLOCK PER FRAMING PLAN 2x6 5TUD5 o 1611 O/C (2) ROWS OF I6d NAILS a 12" O/G STRAP 5TUD5 TO GIRDER W05P MBTA24 W(q) IOd NAILS EACH MEMBER (1305# EA) CONT. 2X6 RIBBON NAIL TO EA. VERTICAL WEB W/(4) I6d NAIL5 FLOOR SHEATHING NAIL PER. SCHEDULE BLOCK PER FRAMING PLAN - VARIES - SEE PLAN SELECT HANGER BASED ON RMIRED SIZE t TRUf MFR LOADS. NOTIFY ENSR. IF LOADS EXCEED CAPACITIES SHOhN, As CONNECTION DETAIL 21 WOOD FLOOR J015T FLOOR SHEATHING BLOCK PER PLAN It PRE-EN6. WOOD FLOOR TRU55E5 11 WOOD OR METAL X-BRACING TO TOP CHORD SHEATHING SIMPSON H4 OR EQUAL W'V4) bd NAll5 IN EACH TRU55 GIRDER TRU65 d(4) bd NAIL5 IN TOP PLATE SEE FRAMING PLAN STRAP TOP PLATE TO STUDS PRE -ENO. FLOOR TRU55E5 WN5P SFTH 4,6 OR 6" V" STRAP SEE FRAMING PLAN 51ERTOPPLATEA TYPICAL CONNECTION DETAIL SIDE NI(6) IOd NAILS TYPICAL f —SOLID BLOCKING 0 4'-0" O/G (�D6 fl=VERTICAL MAX. WOOD 5TUD5 0 164 O/C (PER PLAN) STRAP PT BOTTOM PLATE TO STUDS KWP 5PTH 4,6 OR b" "U" STRAP UNVER BOTTOM PLATE AND UP EACH 510E W/(6) 10d NAILS TYPICAL (5/6" ) WEDGE ANGH. o (24" 01C AND 6" MAX. FROM OPENINC75 W/3"x3"xl/4" STEEL WASHERS EMBED (4" ) MIN. A6 CONNECTION DETAIL CONC. TIE -BEAM OR DOUBLE MA50NRY BOND BEAM REQUIRED CONG, TIE -BEAM OR DOUBLE MASONRY 2xb BRACE 0 V-O" O/C W/ (10) Ibd NAILS, EA. END FLOOR SHEATHING (SEE PLAN) J. F-) -I -L-- 2x6 P.T. BLOCKING 0 6'-O"10/G II I NOTCH d FASTEN EACH DO TO TRU55 W/ 3-I0d NAILS U5P H6AMi0 CLIP KU (4) 31 x2" LONG TAPCON5MTENS TO BEAM 4 (4) 1/4"XI-1/2' SCREWS TO BLOCKING GONG. TIE BEAM or MASONRY BOND BEAM (SEE PLAN) CAPACITY: 3qb plf LATERAL 0 133 As CONNECTION DETAIL STRAP TOP PLATE TO STUDS PER SCHEDULE - PROVIDE MOISTURE BARRIER BETWEEN BOND BEAM REQUIRED PER 50HEOULE FASTEN O.T. TO EACH — W/ LISP SPTH 4,6 OR b T' STRAP OVER TOP PLATE AND UP EACH SHEATHING AND BEAM (II 2x4 P.T. BLOCKING BETWEEN TRUSSES STUD STUD WU5P M5TA24 H/ 510E W/(6 ) lod NAILS TYPICAL CONTIN 2xb ANCHORED TO TOP OF LEDGER WITH NAILS EE. PLATE FASTENED 1ED 6d NAILS 040 O/G %6P" 1-57AI8 STRAP FASTEN TO STUDS AND HEADER FASTEN W/(6) 10d NAILS EA. MEMBER (TYP) TO BOND BEAM W/(1/4"X3 3/4") U5P "HTA20" EMBED STRAP at 4'-0" olcU5P TAPGON5 0 12" w/ (!O) IOd x 1-1/2' L6. "HTA20' EMBED STRAP at 4'-0" o% H/ (10) lod x 1-1/2' LIS. FASTEN STUDS TO TOP # - BTM. PLATE W/ "U5P" 5FTH O.G. STAGGERED NAIL SHEATHING TO J015T5 -��-rl—r- NAIL 5HEATHIN5 TO TRU55 AND BLOCKING 4b, OR b" STRAP W/6-IOd PROVIDE 55L. KING d JACK STUDff M SCHEDULE. EA. SIDE OF OPENIN65 4'-0" AND LESS d DBLS EA. SIDE OF OPENINGS > 4'-0" NAILED TOGETHER W/ I6d NAIL o 6" O/C STAGE. T GONG BEAM - TYP. HEADER - SEE FRAMING PLAN 2x BLOCKING o 4'-0" O/C MAX. 2x STUDS o 16" 0/0 MAX. STRAP 51LL TO 57V05 W/ LISP 5PTH 4,6 OR b 'W STRAP U5P H)25 HANGER W/(4)I0d x 1-1/2" OVER SILL AND DOWN EACH NAILS TO JOIST 8 (6)1/4" X 1-5/4" SIPEW/(6 ) IOd NAILS TYPICAL SEC ON TITIL ANGHOR5 TO BLOCK STRAP�T GIRDERXWP 24 11 W(q) lod NAILS EACH MEMEER (1525# EA) A6 CONNECTION DETAIL FASTEN BTM. PLATE TO 6T TOP CHORD W/ (2) ROW5 OF I6d NAILS 2x4 STUDS 0 16" 0/6 (SEE PLAN) 0 12" 0/6 ROOF SHEATHING NAIL PER 5GHEDULE CONT. 2x6 RIBBON REQ'D FOR 2 PLY TRU55E5 ONLY W/ I6d NAILS 6ABLE END BLOCKING AT 12" 0/0 SEE PLAN 2x4 DIA60NAL BRACE -71 0) 160 Tr 2x BLK'6 FASTENED TO RAFTERS W/ TOE NAILS (5) Ibd TOENAILS d TO TOP PLATE W/ ibd TOENAILS 0 6' O/G I11/32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE (2) IOD TT 2x12 FLOOR JOISTS o 12" O/C EA. 7RL65 USP HISAO ANGLE W/(4) )4"x Yj" NO. SCREWS INTO RAFTER d TOP PLATE 2x4 LATERAL BRACING LOCATIONAS 5HOHN -' STRAP DBL. TOP PLATE TO ON PLAN ELEV. STUDS W/ USP 'SPTH& U-STRAP 2x6 STUDS OVER TOP PLATE AND DOWN EA. ( 5 6" O/c SIDE W(b) IOd NAILS (TYPICAL) 12 SOLID BLOCKING 0 4'-0" O/C VERT, MAX. A6 CONNECTION DETAIL MAX. UPLIFT = 1265# Fl MAX. = b35# F2 MAX. = 1320# s A6 CONNECTION DETAIL GONTIN 2x8 PT PLATE FASTENED TO BOND BEAM W/(1/4"X3 3/4'9 TAPGON5 0 12" O.G. STAGGERED PER DIAPHRAGM SCHEDULE NAILS EA. SIDE OF STUDS HOLD SHEATHING 1/4" BACK OFF MASONRY ro' -0" 3/4" FLOOR SHEATHING - mfl�--I FLOOR /J - TRU55 /� r (2)2xl2 P.T. GONTIWlOU5 -� ATTACH TO MA50NRYW/ SECTION 3/4" DIA. KEDGE ANCHORS ELEV. 0 12" 0/G MAX. TYR 14 W 5" MIN. EMBED. As CONNECTION DETAIL STRAP BTM PLATE d DBL. TOP FASTEN O.T. TO EACH — PLATE TO STUDS W/ U5P "5PTH4 STUD W/ USP M5TA24 W/ U-STRAP OVER PLATE AND DOHN q-10d NAILS E.E. THRU EA. 51DE W/ (b) IOd NAILS SHEATHING (TYPICAL) FASTEN STUDS TO TOP d — STRAP EVERY OTHER STUD TO BTM. PLATE W/ "V51F" 5PTH TOP CHORD W/ U5P LTWI2 TW15T 4,6, OR b" STRAP W/b-10d STRAP W/ (6) IOdxl-1/2" NAILS NAILS EA. SIDE OF 571JD5 SOLID BLOCKING o 4'-O" O/C 3/4" FLOOR SHEATHING - VERT. MAX. WALL SHEATHING NAIL PER SCHEDULE 2x4 BTM PLATE FASTENED TO EA, JOIST W/ 3-I6d NAILS 2xb BLOCKING - FASTEN TO EACH VERT. WEB K / 4-16d NAILS HOOD FLOOR J015T5 0 24" 0/0 HOOP FLOOR TRUSSES 0 24" O/G U5P HU526 5KEKED HANGER W/(6) Ibd NAILS TO JOIST d (14) Ibd 21 0 (1) ROW OF IOd NAILS at 6" o% INTO 2xb PT LEDGER x CONT. H/(2) ROWS OF 0.145" VIA. PA.Fs at 16" o% (1-1/2" EMBED), STA66. U5P "HTA 20' EMBED STRAP at 4'-0' o/c H/ (10) Cal x 1-1/2" 1-6. INTO 2xbxb'-O" LONG 5P FLAT BLOCKING INSTALL IOd x 1-1/2' at 6" o% 16" INTO 2x6 FLAT BLK6 FLOOR TRUSSES GONG, TIE -BEAM OR DOUBLE MA50NRY BOND BEAM REQUIRED PER SCHEDULE SECTION ELEV. 18 A6 CONNECTION DETAIL EXTEND WALL SHEATHING PAST TOP CHORD 2x5TUD o 160 0/G _ 2x6 BLOCKING - FASTEN TO EACH VERT WEB W/ 4-16d NAILS j" WOOD FLOOR / TRU55E5 0 24" O/C WOOD FLOOR TRUSSES HANGERS BY 0 24" O/G TRIA56 MAW.. As CONNECTION DETAIL 2x5TUD o 16" 0/C WOOD FLOOR TRU55E5 0 24" HAWER5 BY TRL65 MANF. NAILS T0GIRDER As CONNECTION DETAIL PRE-EN6 HD, GIRDER TRU55 W/ 2Xb MIN, BTM CHORD (1) ROW OF IOd NAILS at b" o% INTO 2xb PT CONTIN RIBBON 5ECURRED W/(2) ROWS OF 0.145" DIA. PA.Fs at Wale, (1-1/2" EMBED), STAGGERED U5P "HTA 20" EMBED STRAP at 4'-0" o/c H/ (10) Od x 1-1/2' 1-6. INTO 2xbxb'-O" LONG SP FLAT BLOCKING INSTALL IOd x I-I/2" at I514 V. I b" O/c INTO 2x6 FLAT BLOCKING d PLATE ` I FLOOR J015T5 NG LIB M PER BEAM LE ELEV. SECTION SCHEDWIDE MOISTURE BARRIER BETWEEN SHEATHIN6 AND BEAM TYP. As CONNECTION DETAIL VARIES - HOOD FRAMED SEE PLAN WALL (SEE PLAN) 4'-0" 0/0 VERT. 2xb BRACE o 61-0' 0/6 W/ (10) Ibd NAILS, EA END FLOOR SHEATHING (SEE PLAN) 2x6 P.T. BLOCKING o 6'-0" 0/0 W/ U5P HISAO CLIP W/ (4) 1/4'dxl 1/2' LONG WOOD 50,REKS TO BLOCKING d (4) 1/4"x3" LONG WOOD SCREWS TO TOP PLATE LISP H6A10 CLIP H/ (4) 1/4" (W 1/2" LONG WOOD SCREWS TO TRUSS d (4) 1/4"x3" LONG HOOD 5GREW5 TO TOP PLATE o 24" O/G A6 CONNECTION DETAIL 5E5URE TO GIRDER W/ 4) IOd NAILS "SIMP50W BG4' P05T GAP, OR EQUAL SECURE TO P05T W/ 4) IOd NAILS designed PAR drawn PAR checked 55/PAR date q/30/13 - 12/b/13 scale 1/4" = P-O" (U.N.0) Job n o . 13-o37 . MOR Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W W Q cr- O W LL ---I V) O U W U) �WU F- W ® %�► O w J I— F! J Z U project QLA QUANTUM ENGINEERING ASSOCIATES INC. TO P067 R g 9a' NAILS a , + .." U txXd f A MP50N y i r._ LIP cturalEngineering APPRO tog; 0 ost Segregation 1/2' DIA. rePOE ANCHOR 4" MIN. EMBED. 20 As CONNECTION DETAIL THE DE51 % PROFE55I ONAL A5%ME5 NO LIABILITY FOR IMPROPER 5LOPE5, GRADE5 OR MEAEUREMENT5. ALL FIGURE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE 6ON5TRUCTION. 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 FARMING DETAILS sheet WS of 114E5E F'LAN5 CONFORM TO F50 - 2010 4 ASCE 'T-10 revisions no. date FTC-1 TC-I ROOF BRACING PLAN SCALE : 1/4" = 1'-0" TRUSS CONNECTOR SCHEDULE FA6TENER5 PER ALLOWABLE UPLIFT PARALLEL LOAD (F2) PERPEND. LOAD (FI)STRAP PRODUCT MARK LISP CONNECTOR TRU56 GONCIFIE-BEAM SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP APPROVAL TG-1 HTA 12 (8) IOd x 1-112" - 1600 # 3200 # 660 # 1320 # 5qO # 1160 # FL B5q TG-2 HTA 20 (10) IOd x 1-112" - 1615 # 3230 # 660 # 1320 # 5qO # IIBO # FL 435q TG-3 R716M (q) IOd x 1-112" (4) 1/4" x 1-314" TAP. 13g5 # 27gO # 4B0 # 1160 # 630 # 1260 # FL 1073q TG-4 HOAMI0 (4) 1/4"xl-1/2" (4) 114" x 1-314" TAP. 1115 # 1830 # IC75 # 2150 # 740# 1480 # FL blq U ALLOWABLE LOADS ARE BASED ON USP CATAL06 57th Ed. 2) BLDR MAY USE LONSER STRAPS OF SAME TYPE 51 5) USE 6ALVANIZED NAILS AS SPECIFIED BY MANUFACIURER. 4) TAPCON5 SHOULD BE LOCATED AT THE FARTIgST POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVED MOISTURE BARRIER PLATE OR BUILDING PAPER BETIEEN MASONRY WALL. AND EACH TRIES. DIAPHRAGM SCHEDULE DIAPHRAGM NAILING DIAPHRAGM ZONE I ZONE 2 ZONE 3 PANEL FRAMING EDGE IFJ71� ;od EDGE I INTER. EDGE I INTER. LOCATION PANEL GRADE THICKNE56 SPACING BOUNDRIE5 REMARKS APA RATED 5HEATHIN6 IOd IOd IOd IOd BLOCKED A5 ROOF EXPOSURE 1 24" O/G IOd IOd !' O/C 4" O/G b" 0/G 4" O/G 4" O/G SHOWN ON PLAN SPAN RATING 40120 Iq/32" MAX. 4' O/C 4" O/c 6' 6LUE0 AND BLOCKED APA RATED SHEATHING IOd SECOND 5nRD-I-FLOOR OR E0. 24" 0/C IOd IOd 11 O/C A5 SHORN ON PLAN FLOOR SPAN RATING 4B/24 23/32" 1 MAX 1 6" O/G 6" 0/G 110- NAIL CORNER STUDS Od AT 4" O/G MAX TYPICAL EXT. EXPOSURE I, OR EQUAL I 16" O/G IOd IOd O/C BLOCK FREE EDGES WALL SPAN RATING 40/20 W32 MAX. 4" O/C 4" O/G 6' BRACING LEGEND: PERMANENT 2x4 DIAGONAL BRACE RESTRAINT IN THE x PLANE OF THE NEAREST WEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO TOP 4 BTM. CHOR05 WITH 3-I6d TOENAILS AND TO LATERAL BRAGS WITH (5) IOd NAILS EACH INTERSECTION. (REF: B051 I-05). HORIZONTAL BRIDGING WITH A MINIMUM 2x6 5TRON60ACK AT 6-0" O/C. FASTEN TO EACH TR)55 WITH 5-I0d NAILS AND ATTACH TO MALLS OR OTHER R161D POINT AT EACH END (REF: 5051 I-05). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOOR ONLY). PERMANENT 2x4XCONT. LATERAL BRACING IN THE PLANE OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES AT 6-0" 0/C. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES 1 4 2 (SEE DIAPHRAGM SCHEDULE) ZONE 3 ($EE DIAPHRAGM SCHEDULE) BRACING LATERAL MOVEMENT AND 54-OULD BE REPEATED AT APPROX 20 FOOT INTERVALS CEILING FIGURE 36: PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBERS PERMANENT OR055 BRACING FIGURE 37: PERMANENT BRACING IN THE PLANE OF THE WE55 FOR PITCHED TRU55E5 HORIZONTAL BRIDGING WITH A MINIMUM 2x6 5TRONSBACK CONNECTION TO EACH TRU55 WITH 3-I0d NAILS AND ATTACHED TO KALL5 OR OTHER RI61D POINT AT EACH END (REF: 3C51 1-05). PROVIDE OVERLAP OF AT LEAST (5) TRU55E5 (FLOORS ONLY). SEE PLAN FIGURE 36: PERMANENT BRACING IN THE PLANE OF THE WE65 FOR PARALLEL CHORD TRUSSES LATERAL BRACE 45° 45° r- --- PERMANENT WEB DIAGONAL OR035 BRACING GROUP OF WOOD TRUSSES (WEB MEMBER5) LATERAL BRACE FIGURE 3q: PERMANENT BRACING IN THE PLANE OF THE keB5 BRACING NOTES: 1. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE IN5TALLATION OF PERMANENT CRO55 BRACING AND WEB LATERAL BRACING REQUIREMENT5. TEMPORARY BRACING IS THE RE5PON515ILITY OF THE TRUSS INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: DC51 1-05). 2. PERMANENT WEB LATERAL BRACING IS TO BE INSTALLED AS SHOWN ON THE INDIVIDUAL TRV55 ORAWIN65 (WEB LATERAL BRACING 15 NOT SHOWN ON THIS SHEET). PERMANENT WEB LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIAGONAL BRACING MOT SHOWN) IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS WEB BRACE. (REF: BC51 1-03). 3. PERMANENT DIAGONAL BRACING AS SHOWN ON TH15 SHEET DOES NOT INCLUDE BRACING REQUIRED FOR &ABLE END STUDS OR BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD &ABLE END DETAIL FOR BRACING REQUIREMENT5. 4. ALL TOP CHORDS ARE A55UMED TO BE 5HEATHED, AND ALL BOTTOM CHORDS BRACED BY A R1610 GEILIN6 SYSTEM. REFER TO INDIVIDUAL TRUSS DRAWING5 FOR BRACING REQUIREMENT5 OF NON-54EATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI /WCTA BC51 1-03: COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRUSSES` APPENDIX C,FOR RECOMMENDED SEQUENCE OF INSTALLING BRACING, COMPONENTS. 6. THE 5TRUCTUR k- ADEOUACY OF THE INDIVIDUAL TRU55 DESIGNS TO WITH5TAND GRAVITY AND WIND LOADINGS A5 kELL AS GIRDER GONNECTION5 AND LOADS ARE THE RE5PON51BILITY OF THE TRU5_5 DE?I6NER. ANCHORAGE OF THE TRU55E5 AND RS TO -qE SUPPORTING 5TRUGTURE TO WITHSTAND WIND GIRDE &IRPE I5 THE ZY ESPON5IBILITOF THE PROJECT ENGINEER OR UPLIFTARCHITECT. °OR THE ROOF SYSTEM 15 DE5I6NE12 FOR BOTH 7. THE BRACING IGATIVE PRE55URE AND MEET-5 THE POSITIVE 4 NE; OF 2010 FBC. REQUIREMENT`: a: WISE rnT OF STRIP DEFINED A LEASHORIZONTAL PIMEN51ON OF BUILDING OR 40% OF HEIGHT H BUT NOT LE53 THAN 4%OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 PT. ROOF ZONE PRESSURES: ZONE 1= 45.2 PSF. ZONE 2 4 3= 78b PSF. NOTE: SEE DIAPHRAGM 50HEDULE FOR ROOF ZONE NAILING REGUIREMENTS. ---------------- I I I I I O I I i I I iA I Al a V' i' s 0l I ROOF ZONE DIAGRAM FLOOR BRACING PLAN 5GALE : 1/4" = I'-O" THE DE516N PROFE55IONAL A55UME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEA5UREMENT5. ALL FIOURE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE GON5TRUGTION. NESE PLANS CONFORM TO FBG - 2010 4 A54E ?-10 designed PAR drawn PAR checked SG/PAR date q/30/13 - 12/8/13 scale 114"=r-o°N.N.0) Job n o . 13-037 . MDR Shawn M. Stambaugh, PE FL. LIC. 61650 - C.A. 26210 W z w A o o w LL QZ) � JO �U 17) �WV w p W J Z F- to 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 i • • J 1ST & 2ND FLOOR BRACING PLANS sheet A-7 of 3RD FLOOR ELECTRICAL @ BALCONY SCALE: 1/4" = 1'-0" 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4' = 1'-0" A.I.C. CALCULATIONS (2 x 40 x 26,194)/(5000 x 240) = 1.75 I/I + 1.75 = -56 .36 x 26,M4 = 9525.Oq A.I.G. OF SERVICE = g525.04 A.I.G. RATING OF PANEL = 10,000 ELECTRICAL NOTES: A. HEAT 51R/P LOAD 6OVERN5 OVER CONDEN30R UNIT LOAD. B. GENERAL LIGHTING CALCULATED ® 1,34q (50.F7) x 3 (NA775/SO.FT) = 4,04712 (6EN.LT6.GIR) = 537.25 (NAT75/EA) G. CONDUIT SIZE. OR 336.00 (NATTS/EA) D. SEE 51IB-PANEL CALCULATIONS. R. BRANCH CIRCUITS RUN IN ROMEX. DISCONNECT CALCULATIONS, PANEL 'A' TOTAL (NO AC) = 50,656 Ist. 10,000 0 100% = 10,000 REMAINDER ® 4036 = 16,262.4 A/G LOAD ® 653b = 15,000 TOTAL A' = 5V62.4 / 240 = 1633q AMPS (1) SETS OF (5) #2/0 AN6. THNN IN 1-112" CONDUIT (05ET OF (3) #210 AN6. THNN IN 1-112" CONDUIT (1) SETS OF (3) #4 AN6. THHN IN I" CONDUIT „ g„ DA METER PANEL A„ PAS 100 A O DISC PANEL 200A 200 A 2 2 OO A 200A NEE OF (5) #4� —! #4 GU CND. HIRE TO GOLD HALTER PIPE AND AN5. THHN IN I" TP FPL 5/6" 6DX 10' GU 5UPPLEMENTAL 6ROUND ROD CONDUIT AND TO ONE REINFORGEIN5 BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM NOTE TO GENERAL CONTRA ALL ELECTRICAL TO BE FIE NOTE: — — — — 7 GENERAL CONTRACTOR TO COORDINATE FINAL HVAG LAYOUT WITH TRL55 COMPANY BEFORE TRUSSES ARE BUILT. 200 -AMP PANEL'A' 100% GALL. OWR WIRE $IZE DESCRIPTION Ie I S DESCRIPTION SIZE WI R CALG. 100% 10,000 A 042) R #6 AHU #1 1 3 2 4 GU#I #6 R 0-(2) A A 10,000 A 0-(2) R #6 AHU #2 5 'I 6 6 CU#2 #6 R 0-(2) A A - 5,000 042) R #10 DRYER q 11 10 12 RANGE #6 R 042) 12,00C- - - 2,,100 20-2 R #12 D15HAIASHER DISPOSAL 1514 151161 BATHRM HTRS #12 R 20-0U 1,500 - WA5HER #12 R 20-(I) 1,500 - - 1500 20-61, R #12 REFR16. 17 16 MICROWAVE #12 R 20-0U 1500 - - 1,500 20-(I) R #12 APPLIANCE A 20 AP 6FI #12 R 20-00 1,500 - - 1,500 20-00 R #12 APPLIANCE 2122 AP 6FI #12 R 20-00 1,500 - B 356 15-00 R #14 FOYER 2 24 KITCHEN LT6. 1 #14 R 15-00 355 B B 338 I5-00 R #14 pEN/STUpY 2526 SMOKE DET. #12 R 20-00 400 - B 33B, 15-0) R #14 6UEST RM 27 2e M BATH #14 R 15-0U 356 B B 356 15-(1) R #14 LIVING RM q 5CI BEDROOM #14 R 15-00 338 B B 536 15-00 R #14 LIVING RM 31 3 BEDROOM #14 R 15-00 1 336 g - 1500 20-0 R #12 I.G. / ALARM 3534 BEDROOM #14 R 15-0U 536 B B 356 15-00 R #14 MBEDRM 55 51 IN5TAHOT ........... #6 .... R ......... 42) (5500 .......... - B 338 15-00 R #14 M BEDRM 3i 3 - - - - - SPACE 5414C 4 INSTAHOT #6 R -(2) ..... 6500 .......... - - - - - - SPACE 41 20POO 16,066 A.I.G. RATING 10000 34,"0 - TOTAL ALL PANEL5 50,656 15t 10,000 at 100% 10,000 REMAINDER AT 40% 16,262.4 A/G LOAD AT 65% 13,000 TOTAL = 561262.4 / 240 = 163.5q AMPS ELECTRICAL SYMBOLS DUPLEX REGEPTIGAL AT 12" A.F.F. I 5NITGH 51NSLE POLE nj TELEV1510N JAci, PREWIRED ® SMOKE DETECTOR g FP $L. METER 6 D15G. �B DUPLEX AT BASE REGEPTIGAL 3 THREE NAY ® AT 2" AREPi1G.pl I� DISCONNECT R PANEL DUPLEX REGEPTIGAL �FJ 5XITGH O HVAG O PADDLE FAN EXHAUST G AT 6" ABV COUNTER 4 FOUR NAY THERMOSTAT N/ OR NO/ LIGHT FAN (D DUPLEX RECEP71CAL FLUSH IN FLOOR IR 5NITGH RHI05TAT I INTERCOM AT 60" A.F.F. FLOURESGENT LIGHT FIXTURE pL EXHAU5T FAN DUPLEX REGEPTICAL 5NITGH ® TELEPHONE OUTLET INGONDE5GENT 1-16HT p(� IV DOOR 6F1 GROUND FAULT DIMMER AT 12" A.F.F. FIXTURE GL6. MNTED. `i' RELEASE DUPLEX REGEPTICAL �7 5NITGH ® /+� TELEPHONE OUTLET INGONDE5GENT LIGHT n VOLUME TOP REC. SNITCHED K KEYED lJ FLUSH 1N FLOOR FIXTURE NALL. MNTED. `i' CONTROL ryfly� II DUPLEX RECEP71CAL NATERPROOF © SECURITY KEYPAD ® SPEAKER IN GLG. ® HI HAT GL6. MOUNTED TDUPLEX x_ REGEPTIGAL UNDER COUNTER VNCTION BOX SECURITY LIGHTS P HI HAT VAPOR PROOF ❑J 1 ST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" BY 6.C. THE DE516N PROFE55IONAL A550ME5 NO LIABILITY FOR IMPROPER 5LOPE5, 6RADE5 OR MEASUREMENTS. ALL F16URE5 TO BE VERIFIED BY A LICEN5ED GENERAL CONTRACTOR IN THE FIELD BEFORE revisions no. 7, , designed PAR drawn PAR checked 55/PAR date q/30/13 - 12/6/13 scoIe 1/4"=1-0`(VAO) Job n o . 13-037 . MOR Shawn M. Stambaugh, PE FL. LIC. 61850 - C.A. 26210 W z w A Q 0 w QD ICI J 0 U)U cn W �j LLJ_J 0 0 ~ D J 0 UJ J Z U) project QLA QUANTUM ENGINEERING ASSOCIATES INC. Structural Engineering p Cost Segregation 300 AVENUE OF CHAMPIONS PALM BEACH GARDENS, FL 33418 561.202.6994 FAX 561.296.2494 drawing 1ST & 2ND FLOOR ELECTRICAL PLANS sheet • THESE PLANS CONFORM TO FEC - 2010 4 ASGE 'I-10 revisions no. date 2ND FLOOR MECHANICAL PLAN 5CALE : 1/4" = 1'-0" 1ST FLOOR MECHANICAL PLAN 56ALE : 1/4" = P-0" THE DE516N PROFE55IONAL ASSUMES NO LIABILITY FOR IMPROPER SLOPES, 6RADE5 OR MEA5LREMENTS. ALL HOWE5 TO BE VERIFIED BY A LICENSED GENERAL CONTRACTOR IN THE FIELD BEFORE CON5TRZTION. designed PAR drawn PAR checked 55/PAR date g13010 Scale 114"=V-04N.N.0J Job no. o-ar. MOR W W A � � o W LL � Qz 0 �U V) w �WU 0 w J F— JZV) 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 MECHANICAL PLANS sheet M-1 of THESE PLANS CONFORM TO FW - 2010 4 ASCE 1-10 THE MARK/TRUSS LABEL REFaRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING - - 24'97/9" 12'911/16' 1st FLOOR co WALL LEGEND a W F— J = C _ co 2x4 RIBBON coo'M Uj a (2)2xO LEDGER BY OTHER's z �00� BY OTHER's. 8'-0"BRG r 1S"DP. SYS 42 (ABV 1st FLR) m P. SYS 42 FLOOR TRUSSES TRUSSES END DETAIL INT. BRG. WALL17'-611BRG TYPICAL END DETAIL (ABV 1st @ 1st & 2nd LEVEL \� VARIES ql� f 12 (SEE LEDGER vw 4 HGIS' " 315/16" (2)2xO LEDGER NOTE: 1U$24 OH THD46 BY OTHER's CONFIIW HEEL * ALL WALLS SHOWN ON THIS LAYOUT ARE © JUS26 JO MSH422 101/211 PLUM CUTCONSIDERED TO BE BEARING UNLESS NOTED OTHERWISE. HEIGHT W/ NOTE CANTILEVER * SEE LAYOUT FOR WALL HEIGHT TRANSITION LOCATIONS. © THD26 0 MSH422 14"DP. 2x4 ON 4/ A4 - — ?LOOR TRussEs TYPICAL END DETAIL THD28 © HJC26 0 THD26-2 0 MSSH217L END DETAIL @ PORCH THD28-2 - - - JUS46- f'= - TOILET/TUB/SHOWER DROP LOADING ROOF FLOOR WIND LOAD a LIVE LOAD 30 40 ASCE 740 00 ~ a DEAD LOAD 15 15 170 MPH --* F 0 LIVE LOAD 10* 0 EXPOSURE D _ - * CONFIRM ALL CLOUDED NOTES ON THIS LAYOUT! o 0 BEARING POST/ COLUMN DEAD LOAD 10 10 CATEGORY II TOTAL LOAD 55 65 FBC - 2010 DURATION FACTOR 1 1.25 1.00 TPI — 2007 MASONRY HANGED REV DATE BY REMARKS BY OTHER's LOCATIONS - SEE PLAN i i - /(1)MASONRY CONNECTION ADDED — _ 1 0. "�¢t s , Epp, i 1 t'•' 33 +.w'a--/_-/—•- - - 1f 1 1 a ii• -a"s 1 a > �'" 'hf �P 1 1+ - a, It is understood that above conditions have been reviewed ❑ APPROVED ' 1 & are acceptable for the w:a: :. APPROVED AS NOTED fabrication at trusses, ._ __— _ _-- . --- _ _ a elevations, pitches, overhangs, fascias,ceiling ❑ REVISE AND RESUBMIT o elevations/pitches, bearing REJECTED conditions & all detail pertaining a to this truss placement plan. No a back charges will be accepted - DATE a without previous written P ��``��dn� approval from an A-1 Roof Nil■Engtnoe�ing Trusses representative. REVIEWED BY IU)GE As ( AAssociates Inc. - 1-6-11/16" OVE 1s a A� THE REVlE!,V AND APPROVAL OF THESE DRAin""'�''S CUSTOMER JWN CONSTRUCTION USSES S STRICTLY FOR 1RUSS SHOP DRAVVNNI aS o; TRUSSES HELD BAQC COMPLIANCE WITH ROOF PLAN GEOMERTY AND - - - - - - �o° 3/4" AT THIS WALL DOES NOT RELIEVE THE TRUSS FABRICATOR. OF. HIS RESPONSIBILITY FOR CONFORMANCE V11TH JOB NAME PHILLIP MORRIS 4 THE ENGINEER'S TRUSS LAYOUT. THE TRUSS FABRICATOR IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY LOCATION A DEVIATION FROM THE. ENGINEER'S LAYOUT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR - — f COORDINATING AND RESOLVING ANY INCON COMMNTY �• a �SISTENCIES BETWEEN THE TRUSS SHOP � /LOT # DRAWINGS AND ANY OTHER APPLICABLE TRADE INCLUDING ARCHITECTUAL, STRUCTURAL AND MECHANICAL. ALL RESPONSIBILITIES SHALL BLDG BLDG CONFORM WITH ANSI / TPI / WTCA 4 - 2002 TYPE # APPROVED; NO EXCEPTIONS TAKEN 5 73 H O 0 APPROVED WITH COMMENTS NOTED JOB # MASTER l V'SEASNO; ESUBMIT _��Gi"E:D, C Ia�L1ENTS A5 NOTED DRAWN SCALE DATE 12/21/2013 RDS N.T•S" 'NON BEA G //// IsY,�, DATE '� WAL /// -- 10'4" 2'615/16"1D15/16" � - � � � � � - - � � �� --� 11'- u'97/s• AREA CALC Awl ROOF - 2V97/8 - - - - - FLOOR • 1294.77 ft2 _TRU55E5 - - ROOF 898.37 n� 7� ROOF FASCIA 102.02 R A FLORIDA CORPORATION 211d FLOOR HIP LINE 36.13 it VALLEY LINE 0 R Ph 772-409-1010 / Fax 772-409-1020 SHEE Q ARFA WMR VAU" W55 "D http.11www.a 1 truss. com FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OIF RECORD WAVE MATRMNOf TIONS