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HomeMy WebLinkAboutBUILDING SITE PLANSLE C01 GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES T ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND ELECTRICAL NOTES BOTTOM EACH STUD. I. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH 6" X 6' X WIAXWIA I. CONCRETE UNITS TO BE ASTM C q0-14. A5TM 6RADE5 NI OR NMI. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED 5. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.tL. THE LOCATION OF 5ERVIGE AND SHALL I. THESE PLANS WERE PREPARED USING THE FLORIDA BUILDING GORE 2011 EDITION. H.H.M. ON 6 MIL V15QUEEN (OR EQUAL) ON CLEAN HELL COMPACTED FILL PRE TREATED LINTELS AS NECESSARY. (f'm = BCD P51) FOR REIPSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMIERIGAN INSTITUTE OF TIMBER LOCATE METER S PANELS AS REQUIRED. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE A5 ADAPTED BY THE FOR TCRMMITE5. HIM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL. CONSTRUCTION. COUNTY AND ALL APPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT 3'-0" 0/6 EACH WAY WITH APPROVED MATERIALS. 2. MORTAR TYPE M PER A5TH G 210-12a. 2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE. 2. PROVIDE 3" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT q, ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. ALL REINFORCING STEEL TO BE GRADE 60. 3. CONCRETE FILL (HVACLEVEL , EHW, WA5HEWDRYERI LOCATED IN THE GARAGE AT FLOOR LEL PER FD.G. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OT-ER 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE MECHANICAL CODE. GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. COPPER OF EQUAL AMPAGITY. 4. BUILDER SHALL REVIEW DRAHIN65 IN THEIR ENTIRETY BEFORE STARTING WORK. THE 3• COLUMN AND WALL GENTERLINE5 SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W 3000 FBI 3 PROVIDE Ix2 P.T. FIRESTOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. BUILDER SHALL ACCEPT FULL RE5PON5A5ILITY FOR AM' ERROR5 OR OMI5510N5 NOT OTHERWISE NOTED. PEA GRAVEL" CONCRETE. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0', AND ALL OTHER LOCATIONS PER BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLAB5 TO PREVENT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BAGKCHARSE5 WILL NOT BE F.B.G. SECTION R302.11. COLLAPSE OR DAMAGE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO , ACCEPTED. DO NOT SCALE DRAWIN65. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 PS.F., B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR 501L BEARING CAPACITY CONSTRUCTION. 3 REPORT BY A FLORIDA REGISTERED ENGINEER. G. ALL CONCRETE SHALL BE OF A FLUID GON515TENGY W TH A SLUMP OF 9"-II" MAX., WHICH 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION II. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AVD 53 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWIN65 AS REQUIRED BELOW. AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 51DE OF THE STAMPED BY THE TRUSS MANUFACTURER. NNLE55 NOTED OTHERWI5E) b. VERIFY ALL CONDUCTORS AND BREAKERS KITH EQUIPMENT MANUFACTURER ca MEANS THAT THE CONSISTENCY SHALL BE A5 FLUID AS POSSIBLE FOR POURING WITHOUT m b, BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR 5. ALL BITE PREPARATION5 d DRAINAGE RECOMMENDATIONS MADE IN THE SITE SEGREGATION OF THE CONSTITUENT PARTS. DOOR (46" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR 6LA55 ENLL09JRE-5 AT OR SPECIFICATIONS. & Q c NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. SPECIFIC, 6E0TECHNICAL REPORT MUST BE STRICTLY ADHERED TO. WITHIN 36" OF TUBS AND SHOKERS WITH SILLS LESS THAN 60' ABOVE FLOOR SHALL BE 12. ALL HEAVERS OVER DOORS AND WINDOW5 TO BE (2) OR 0) 2XI2'5 UNLESS ffi V a D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE TEMPERED. ALL GLASS IN 51DF116HT5, SLIDING GLASS DOORS AND FRENCH DOORS OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL 1. PROVIDE DISCONNECT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. S T ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE b. FILL PLACED WITHIN V-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF ENGINEER. SHALT- BE Tom. THICKNESS). r HIGH VELOCITY HURRICANE ZONE (HVHZ) 5EGTION5 OF THE F.B.G. GLEAN WELL GRADED 5AN0 IN 12' LIFT5(MAXJ AND VIBRATORY GOMPAGTED TO 8. PROVIDE NON FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/G EQUIP. AND A Q ACHIEVE A MINIMUM OF 115% MODIFIED PROCTOR A57M D 1551-12. 4. REINFORCING: 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER , u EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' WIDE, AND MIN. RECOMMENDATION5. cc � Gs PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A 51NSLE MEMBER 0 m � 1. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, VERTICAL: NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOW5 AND 5.D S.F. FOR Ist FLOOR WINDOW5. USES.q0 FBI IN HORIZONTAL 5HEAR AND SHALL HAVE A MODULES ElAS%,ITY OF I60D Q 1` APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR LATCH K51 OR BETTER, A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. q• WIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR KITGHIEI � GROUND. A. ASTM Ably/A 615M-12. PER REINFORCING SECTION (GRADE 60). AT 54' A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP, THE BILL LAUNDRY AND NET BAR OUTLETS PER NEC, 2IObW. SHALL BE NO LESS THAN 3b" A.F.F. OR PROVIDE AN APPROVED 5AFESUARD. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE ' a 6. 5LA135 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT CHANNEL TYPE STUDS AT 24' O/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" ID. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS 6. ALL BATHROOM FLOORS SHALL BE O= APPROVED IMPERVIOUS MATERIALS. SELECTED BY OWNER BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THI0116FI IT 15 GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL at q. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 5CREW5 AT 12" O/C MAX. CHANCES IN DIRECTION. CORNER BARS SHALL BE 4b BAR DIAMETERS EACH. WAY. 6. IN HNHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.C. SECTION 24-15 UNLESS II. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS 5HOWN ON PLAN. G. VERTICAL REINFORCIN6 STEEL. SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT 15. METAL LATH OVER SHEATHING SHALL BE 3/6" V-6ROVE. OR DIMPLED CEILINGS AND w �, 10, ALL MONOLITHIC FOCMN65 HAVE BEEN CHECKED FOR THE USE OF TRANSFER THE MA50MRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS SOFFITS SHALL. BE H16H RIB TYPE. FASTEN TO SUBSTATE A,T 4" 0/C AS FELLOWS; 12. ALL OL05ET LIGHTING SHALL COMPLY WITH NEC SEC. 410,5. n cc REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT A8 SET FORTH IN CHAPTER 16. CONCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD o 3. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC FAULT x ONLY IF REQUESTED BY THE BUILDING OFFICIAL. D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN FRAMING MEWMBERS NAILS OR STAPLES TO PROVIDE AT LEAST 1-5/4' PENETRATION q. PICKETS AT STAIRS, LANDINGS d BALCONIES SHALL BE SPACED TO PREVENT PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO D n THE COLUMN SCHEDULE. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP:� 11. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2000 P51 MIN. PASSABE OF A 4" DIAMETER SPHERE. WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS a MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65. E. VERTICAL REINFORCING EACH 51DE OF ANY OPENING, IF REQUIRED, SHALL BE SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENTCONTINUOUDETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. o; SITE PLAN NOTES REIMFORLII,NB BARS TO CO THE TIE ONTINUE UNINT LITERRUp �� RAVE TO ALLOW 0. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.OVER A RIB HHEN RIMITMN6155EL�F TAP SGRENS#12Ix I/2° WASHER HEAD STAPLES 14. PRE -HIRE FOR GARAGE DOOR OPENER SENSOR. Z c BEAM SCHEDULE NOTES II. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 8 KITCHEN HOODS SHALL NOT c}{ANy N07 BE USED FOR SOFFITS OR GEILIN65 ` HORIZONTAL: VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 15. PROVIDE ARL-FAULT CIRCUIT INTERRUPTER PROTECTION IN DKELLIN6 UNIT LIVING, a w 1. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL R LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND 511E FEATURES ONLY. THE S.C. OR I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, 50WIN6 DINING, FAMILY ROOMS, DENS/ LIBRARIES, E3EDROOM5, 5UNROOMS, CLOSETS, HALLWAYS OR SIM. ROOMS PER NEC 210-12. w C^ OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICE AGED TwzuoHOUT (T.D) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE A. HORIZONTAL REINFORCEMENT SHALL PROVIDED AS SCHEDULED IN THE BEAM OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. x SURVEYOR AT 50 PECENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE 54 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51 BAR BENDS UNLESS OTHERWISE 5C+WULE. FRAMING NOTES LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE HRAP BENEATH THE WATER 16. SMOKE DETECTORS: FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, NOTED. BARRIER 16.1. REQUIRED ON ALL HVAG UNITS WITH 2O01 CFM OR MORE. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q BASE LADDER 162. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND SURVEYORS LAYOUT THE GENERAL 2, ALL BEAM (MARK 'B'7 TOP BARS SHALL BE GONTINUOJS UNLESS OTHEiRW15E NOTED TYPE REINFORCEMENT SPACED NOT MORE THEN 16" Olin, VERT. REINFORCEMENT SHALL IT PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF z CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OFEiNIN65 AND EXTEND NOT LESS I. THE TRUSS AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET 15 SGHIEMATIC IN 1126 1-1/2' LANE AND .120" DIAMETER UNO. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A AND CONSTRUCTION. NO HOW SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR THEN 24" BEYOND THE OPENING. PROVIDE W MIN EMBEDMENT INTO CONCRETE COLUMNS NATURE.HONEVER,THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE BATHTUB OR SHOVER UNLESS TH15 WOULD PREVENT PLACEMENT OF A SMOKE ALARM s 3. ALL TIE BEAMS (MARK ' TO BE MINIMUM SHALL BE CONTINUOUS THROUGH TIE- REQUIRED BY SECTION R3143. RESOLVES THESE CONFLICTS. BEAMS ONLY. ALL SP_IGES TO BE A MINIMUM OF 4J3 BAR DIAMETERS. AND �� AND FULL DEPTH LAPS AT ALL MASONRY 'L" AND 'T" INTERSECTIONS. A55UMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS Ib. WHEN HOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE POST A5 FOLLOWS: AND FLOOR SYSTEM DESIGNERS LAYOUT. WRAP POST ON ALL SIDES FROM BASE OF P05T TO UNDERSIDE OF BEARING WITH (1) 163. NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE -IONIZATION SMOKE ALARMS NOT BE INSTALLED LESS THAN 20 FEET HORIZ. FROM 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS S. LAYER OF 5/US" TYPE 'X' GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R3143. 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR 6.T. BEARING FROM ADJACENT BEAMS. NNO). A. STRUCTURAL DE516N 15 IN ACCORDANCE WITH A.G.I. 530-13/ A.S.CE. 5-13/T.M5. 402-I6, POINTS, EMJ CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME FOR THE P05T. u 5. DRCP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW 6 DOOR HEADS (26" MAX) NJFACTLRM SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHAN5E5 AND AUTHORIZE Iq, TRUSS 144A PERMANENTLY INSTALLED COOKING APPLIANCE. u - IONIZATION SMOKE ALARMS WITH AN ALARM-51L.ENGIN6 5WITGH SHALL NOT BE k' ADD 245 BOTTOM IF DROP EXCEEDS W. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. STRUCTURAL RE:V15ION S ACCORDINGLY. WIND LOA S PER F.B.G. 2011. INSTALLED LESS THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING ` 6. TIE OEM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED U3' TO FIT BLOCK ANCE, L B. CONSTRUCTION SHALL BE IN AGGOWDANGE WITH AG.I. 530.1-13/A.SCE. b-13/T.M.S. 3. FINAL SIGNED AND SEALED ENGINEERED 1RU55 AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES APHOITOELECTRIC 5MOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET L b02-I6, SPECIFICATIONS FOR MASONRY 5TTRUGTURE5 AND 'THE COMMENTARY ON SUBMITTED TO THIS OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS MUST HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. CONCRETE NOTES SPECIFICATIONS FOR MA50NRY STRUCTURES. PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN. I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL ; T ALL ADDED L061TUDINAL BEAM REINFORCING SHALL EXTEND 6" MINIMUM INTO G. IN HVHZ AREAS THE BUILDERSHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP CONFORM TO THE RE QUIREhENT5 SET FORTH IN THE FLORIDA BUILDING GODS T CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR SUPPORT UNLESS OTHERWISE NOTED. SLEEPING PURPOSES WHEN THE BUILDING HAS A FOSSIL BURNING HEATER OR APPLIANCE, CON CRETE NCRETE SHALL CONFORM TO A5TM Gq4/G q4M-Oq,SHALL HAVE A MAXIMUM BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN DRAWINGS AND ENGINEERING CALCULATIONS 516NED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION. A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POKER SHALL COME FROM THE HATER/CEMENT RATIO OF Ob5 AND SHALL HAVE 5000 PSI COMPRESSIVE STRENGTH IN AC.CORDANGE WITH SECTION 21222.4 F.B.C. REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIE5 FOR 26 DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE b. EREFERCIFIC TI CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL ARCHITECT/ ENGINEERS REVIE N PRIOR TO FABRICATION. REVIEW O= SHOP DRAWINGS 15 2. A 4" CLEARANCE 15 TO BE MANNTAINED AROUND ALL AIR HANDLING UNITS. BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POKER UTILITY. SUCH SPECIFICATIONS. ALARMS SHALL HAVE BATTERY BACKUP. IF USED, A COMBINATION SMOKE/ CARBON WITH AGI 316-14 AND AGI 301-10. ALL CONCRETE MASONRY WORK SHALL BE IN 6. VERTICAL CELLS FOR MA50NRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED ACCORDANCE WITH AGI 550-15. SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. GECTS R L. MANUFACTURER OF HIS TO PROVIDE A LAYOUT THAT FULLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT TESTING LABORATORY. BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLA.55 "A" TEN51ON LAP SPLICE INTEGRATES WITH THE ARCHITECT/ ENGINNERS SUPERSTRUCTURE. IF THERE 15 ANY ASSEMBLIES IF ANY. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5LA55 ON VAPOR I. CLEANOUT OPENIN66 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS AND FLOOR SYSTEM ON EITHER SIDE OF SUPPORT. lb. TAMPER RNEC 210 2 OR 125 ES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS BARRIER - 3/4" BEAMS AND COLUMNS - I I/2" FORMED CONCRETE BELOW GRADE-2" EACH LIFT OVER 4'-O" HIGH. GLE:ANOUT5 SHALL BE SEALED AFTER GLEANING AND COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUG7:E, SPECIFIED IN NEC, 21052 FOR 125 VOLT, 15 d 20A RECEPTACLES PER NEC, 406.11 UNFORMED CONCRETE BELOW 6RADE-V 10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT INSPECTION, AND BEFORE GROUTING. AREAS OF CONCERN. JUMPERS OR TRANSFER GRILLES. 3. REINFORCING STEEL: GRADE 60 (FY=bODOO) A5TM AI 615M-0q. REINFORCING SHALL CONTINUOUS THWJ THESE TWO BEAMS, STEEL NOTES 5. TRU55M TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMCNT. 5. A/G UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTES'�N�6 ARV. 6 INTERSYSTEM BONDING TERMINATION FOR CONNECTING I BONDING AND COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING CPRAD; . CROWDING CONDUCTORS SHALL BE PROVIDED FOR TV, GOMMUNMUNY5TEM IGATIONS, RADIO, CAN, 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL TRUSS DRAWINSS.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-O'xq'-O' PAD FOR DOUBLE UNIT. ETC. PER NEC, 250.g4. (A OR (B) OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED 1. STRUCTURAL STEEL SHALL CONFORM TO THE AI5G "SPECIFICATION FOR THE DESIGN, COORDINATION BET EEN THE TRUSS DESIGN AND AIR CONDITIONING DE516N FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL 20. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF '15 PERCENT OF THE BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. REQUIREMENTS. CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: WSHAPES - AggLAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE2/ II, PLUMBING NOTES OTHER SHAPES - A36/A 36M-05, PLATES A36/A 36M-0b, BOLTS - A 501-14 TUBULAR - HIGH -EFFICACY LAMPS. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY b. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, SUPPORT ALL LOADS DURING CONSTRUCTION. ASTM A50OIA50OM-15 GRADE B (46 KSU COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRL65 AND FLOOR SYSTEM 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A DRAWINGS, 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, CEILING SHALL BE DESIGNED FO THE PURPOSE AND SHALL BE REQUIRED TO SUPPORT A 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING IAITH SAME SIZE AND NUMBER 2. WELDED GON5TRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY F.B.C. LUMINAIRE NEISHIN6 A MIN. OF 23K5 (50 LB). NEC, 31421A. OF DOWELS AS VERTICAL BARS ABOVE. 'STRUCTURAL KELVIN& CODE". ELEGTRODE5 FOR FIELD AND SHOP WELDS SHALL BE 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.5, FB.G. 1. AA.S. A5.1 E10XX. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 22.pROVIDE ADMATE CLEARANCE FOR ELECTRICAL E:QUIPMIENT REQUIRING SERVICE WHILE BE HIRED TTOOISTEEL SHALLETHER. PROVIDE E LAPPED 48 BAR VIA. MIN. WHERE SPLICED AND SHALL CORNER BARS SAME SIZE AND NUMBER A5 HORIZ. BEAM 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-O' FROM ROOF JA'.K5. ENERGIZED SUCH A5 5B2VICE EQUIPT ENT, PANEL. BOARDS, DISCONNECTS ETC. A5 PER NEC 11026 BE 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. REINFORCING AT EACH FACE. LAP 45 BAR DIA. MIN. 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HONER HEADS SHALL 23.ALL 61=1 5HALL BE INSTALLED IN READILY ACZE551BLE LOCATIONS PER NEC, 210.6. b. PLAGIN& DRAWINGS ON BAR L15T5 SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PROPOSED RESIDENCE ADDITION FOR: BE INCHES WITH A SMOOTH, INLET.NONAORBENT SURFACE TO A HEIGHT NOT LESS THEN PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE 10 INCHES ABOVE THE DRAIN INLET. CONCRETE REINFORGIN6 STEEL INSTITUTE UNLE55 NOTED OTHERWISE. CODES USED: K I TT R E D G E LOAD SCHEDULE-FL.ORIDA BUILDING GORE 67H EDITION (2011) - FLORIDA BUILDING GODS- RESIDENTIAL 6TH EDITION (2011) ABBREVIATIONS LOCATION Ul T NEAP TOTAL-FLORIDA FIRE PREVENTION CODE 6TH EDITION WITH NFPA 101-2015 EDITION ABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET 5M5 SHEET METAL 5GREH 5 GROUND FLOOR 40 60 100 AFF ABOVE FINISHED FLOOR F.B.G. EXTERIOR FLORIDA BUILDING COVE M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS - NEC, 2014 M.T. METAL THRESHOLD 5TL. STEEL ROOF 20 25 45 AHU AIR HANDLER UNIT F.R. FIRE RATED MAX. MAXIMUM 5W 5WITG4 TOP CHORD 20 15 - ASCE: 1-10 B.F. BI FOLD FR FRENCH DOOR MFR. MANUFACTURER SUN.O.T. SHEARWAL.L OVERTURNING FORGE BOTTOM CHORD O 10 B.P. BI PA55 FIN. FINISHED MICRO. MICROWAVE TEMP. TEMPERED BIM. CHORD-ATTICRW) 0 D DRAWING INDEX BILK. BLOCK FL. FLOOR ELK BELOW O.T. GIRDER TRUSS MIN. MINIMUM TB. THROUGH BOLT xa1rU BRO. BEARING GA. 6AL6E MO. MA50WY OPENING T.O. THROUGH OUT WIND: BTM. BOTTOM SAW. GALVANIZED MONO. MONOLITHIC TOBB. TOP OF MA50NRY BOND BEAM 6-1 COVER SIFT GL6. CEILING GFI GROUND FAULT INTERRUPT MTL. METAL T.O.PL. TOP OF WOOD PLATE ULTIMATE WIND SPEED = 110 m.ph. 5-1 517E PLAN PLAN GMU CONCRETE MASONRY UNITS 5L. GLASS O.H.D. OVER HEAD DOOR. T.O.TB. TOP OF TIE BEAM COL. COLUMN 6WB GYPSUM WALLBOARD O/C ON CENTER TIP. TYPICAL NOMINAL WIND SPEED = 152 mph. A-1 1ST FLOOR PLAN CONE. CONCRETE GYP. BD. GYPSUM WALLBOARD F.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWISE RISK CATEGORY = 11 CSMT. CASEMENT HST. HEIGHT P.S.F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES A-2 ELEVATIONS DBL. DOUBLE HPS. HOOPS PS.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD BUILDING M16N A5 ENCLOSED DIA DIAMETER HR HOUR P.T. PRESSURE TREATED WA. KEDGE ANCHORS INTERNAL PRE5=5LIRE COEFFICIENT = +/- 0.16 5.1 FOUNDATION PLAN d DETAILS 015P. DISPOSAL H5 HORIZONTAL SLIDING PARTN. PARTITION KU WITH 5-2 ROOF FRAMING PLAN d DETAILS OF DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET wG HATER CLOSET EXPOSURE CATEGORY = G DR. DOOR INS. INSULATION PLYWD. PLYWOOD AD. WOOD 5-3 ROOF BRAGINF PLAN 6 DETAILS DW V15H WA5HER INT. INTERIOR R.O. ROUGH OPENING MEAN ROOF HEIGHT = 15' b' E.E. EACH END L6. LONG S.G. SOLID CORE ROOF DEAD LOAD FOR WIND E-I ST 1 2PlD FLOOR ELECTRICAL PLANS ELEC. ELECTRICAL LIN. LINEN 5.6.D. SLIDING SLABS DOOR DE516N TAKEN AT 10 pz.f. ELEV. ELEVATION LT. LIGHT 5F SQUARE FOOT E.S. EACH SIDE L.T. LAUNDRY TUB 5H 51NOLE HUNG S T . LUCIE COUNTY F L Ate' THIS STRUCTURE IS DE516 OF IN AGGORDAMCE WITH CHAPTER Ib OF THE ROUT FLORIDA BUILDING CODE AND AN E 1-10. ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND 2V. RECEPTACLE n TELEVISION JACK ® FAN LOW VOLT. SHEARKALL LABEL ATT 1 12' A.F.F. 4 PREYMIRED BOX ® SMOKE DETECTOR �yfyn DUPLEX RECEPTACLE/ ARC QJ SINGLE RECEPTACLE T HVAG J JUNCTION SMOG 1 GROUT FILLED CEI I SEE��� II FAULT INTERRUPT AT 12" A.F.F. pEDIGATED THERMOSTAT �X ® DETECTOR # E INTERIOR 0� FOUNDATION PAN /E'/////////////////////,�� AS NOTED 1 16HT Q� Q Q Q PADDLE FAN SCALE a owG. 2 NATION BEAM LABEL �yLflynB AT BASE RECEPTACLE DEDICATED 55HITCCHED ATN 600'' A.F.F. OD W/ OR WO/ LIGHT FAEXHN II AT 8' RECEPTACLE COUNTER / D SECURITY LIGHT IXTURE EXHAUST FAN 9 LLU1111111. COONCRRETE COLUMN HE AS NOTED URED DROPPED SOFFIT SINGLE RECEPTACLE F /LIGHT COMBO # DETAIL 000# MAX. TRUSS CONNECTOR G DEDICATED UMDERCOUNTER KEYPAD owG. SCALE O DOOR LABEL TG-O LABEL FLOURESCENT NON-BEARIN6 FRAME �T ARCHED OPENING SEE TCIFI DUPLEX FAULT INTER DUPLEX RECEPTACLE- ARC DOOR L16HT FIXTURE IN CLO.R CONSTRUCTION JLJ Z - Z PLAN OR ELEV. GROUND FAULT INTERRUPT 4 �� IN GL6. DUPLEX RECEPTACLE FAULT INTERRUPT 0 12" A.F.F. GRIME (IDa AT 5" ABV. COUNTER DUPLEX RECEPTACLE I T PUSH INCANDESCENT LIGHT LV DOOR REVISION spI GROUND FAULT INTERRUPT T BOTTOM FIXTURE GL6. ANTED. �ry SEAS. # SECTION BEARING FRAME I HOUR FIRE RATED TOP REC.. SWITCHED T Q� ARC FAULT INTERRUPT INCANDESCENT LIGHT owc SCALE WINDOW LABEL CONSTRUCTION ® WALL II TOP REG�5WITCHEDE 5WITGH ® TELEPHONE 12'A. OUTLET FIXTURE WALL. MINTED. (y� VOLUME �H DUPLEX RECEPTACLE SINGLE POLE 'r MA50NRY GONSTRUGTION HI HAT 5WITGH NORTH ARROW _ _ _ _ FRAME OR DELOTION TYPICAL nerI wA7ERPROOF 5WITGH TELEPHONE OUTLET ® GL6. MOUNTED ABOVE OR BELOW DISCONNECT # SECTION GROUND FAULT INTERRUPT s THREE WAY FLUSH IN FLOOR owG. SCALE COLUMNLABEL THESE PLANS WERE PREPARED Luc DUPLEX RECEPTICLE SWITCH DEDICATED HI HAT BREAKER II UNDER COUNTER 4 FOUR WAY ® DATA LINE ® VAPOR PROOF ® PANEL BREAK LINE GH BEAM IfQ ADS 5WITGH C'V CENTRAL VACUUM EYEBALL F.P.4L. METER USING THE ROU T FLORIDA RECEPTACLE o DIMMER 7 RECEPTACLE EE a DISC. BUILDING CODE, 6TH ED. - DUPLEX RECEPTACLE SECURITY CARBON MONOXIDE # INTERIOR ELEV. �# FOOTING LABEL GRAPHIC SCALE 0'-0° FIN FL. SLAB FLOOR ELEVATION O FLUSH IN FLOOR �K SKEYEDH ( LIGHTS ® DETECTOR ® L• TRANSFORMER SCALE SCALE "e .. "° BUILDING AND ASCE 7-10. �l revisions no. date RE/ #1 •-thy ISION 2/1/19 BUIILMR REV $ NG DI ;T. LUCIE COUNTY REVIEWED FOR COMP IA REVIEWED BY U T BE KEPT CTN OJ g DATE PERMIT N( )WILL Be MADE PLAN AND SITE OR NO INSPECT designed PAR drawn PAR checked 5.5. date 2/T/Iq scale 1/4" = I'-0" U.N.O. job no. 18-002 . KIT QUA QUANTUM ENGINEERING ASSOCIATES INC. W Oq SnucnmalCrsgmeering&CarlSegregafion 43 V fJ 300 AVENUE OF CHAMPIONS 2 a. SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 WWW.OFJ�SSOCIPYES COM Ix z. �3 Lai J 03 a a o � v w Shawn M. Stambaugh, PE �-= C=; FL LIC. 61650 - CA 26210 w o i r s a x C 0 F_ 0 Q LLI rr f� LU V V LU i project O U_ � Z ZD O O `- U W J W ~ O � CV U Z F J O M (n -C.1 0 J Z t ® ii !L UI D W 11 � z `l Q W - W U Z LLLL U3 a w Q � � Z 0 Ln W drawing COVER SHEET SCANNED BY St. Lucie County sheet 13-1 lqo�_D?yo revisions no. date REV. #1 2/I/19 BUILD REVISIONS e•xm nUv»m nu• aa'/1e�•I I I I I I I I 1 D I I I I 0 ® I 01 01 O 1 /® I V 1 I I I I I 1 I I I I 1 I I 1 I I O O V U LmL Cl) w _I LOT 12 I LOT 11 111111111111101 FRONT SETBACK 25.01 N 1�0 00010011 Y `4 205.51 REAR SETBACK 15.01 EXISTING DRIVEWAY LOT 10 48" WIDE\q WALK O N0 0®® I®0 11 (QV NOTLEM DRIVE (VERIFY ALL DIMENSIONS W/PROFESSIONAL LAND SURVEYOR BEFORE CONSTRUCTION) C I COV.'D PORCH 1 I I I I I CLOSET PROPO ED NEW GARAG ADDITION 2400 0 S.F. TOT L U.R. (SLAB HE HT PER BLDG DEPARMT) - - - - _-- I - - - - - - - -------I I I I I I I I T- I I I I I I I I I I I I I I I I I I I I I I 551-0'I - NEW DRIVE WAY 1459.0 S_F_ LOT 9 I U? 1 I _ IY '° U < I W I I �W/� v J I 1 1 = I.L I 1 I I 1 0 1y I I I — � I I 1 SITE AREA TABULATIONS EXISTING LOT SQ. FOOTAGE = 28,700.00 S.F. (100%) KRIFY W/ SURVEY) MAXIMUM LOT COVERAGE ALLOWED = 8,610.00 (30%) I EXISTING HOUSE & PORCH = 2,672.00 S.F. 1 PROPOSED NEW GARAGE = 2AD0.00 S.F. 35%OF 8510 S.F. ALLOWED (3,013.50) TOTAL PROPOSED LOT COV. = 5,072.00 S.F. (17.67%) 1 SITE PLAN SCALE: 1/8" = 1'-0" designed PAR drawn PAR checked 55. date 2nna scale 1/4' = P-O" U.N.O. job no. 16-002 . KIT QUA QUANTUM ENGINEERING ASSOCIATES INC. Sfl.i., lEngtn,e ,/ & C.1SegrW ,a ,i SOO AVENUE W CH &IMNS SURE 260 PALM BEACH GARDENS, FLORIDA 33418 WWW. TE9.COM N Shawn M. Stambaugh, PE FL UC. 61850 — CA 26210 z _0 Q l/< V O LL D NN 1 1. 0 rn 0 O 40 CN LU Z I-- J Y M � i project J Z J U. Irk W v > O x U W — N Z L7 t-- LL � d { W C1 LU drawing SITE PLAN sheet AS-1 revisions no. date REV. #1 2/I/19 BWILDER REV15IONS 5-V-CRIMP METAL ROOFIN6 OVER PEEL 4 STICK SYNTHETIC ROOFING UNDERLAYMENT OVER A/32" EXT GRADE GDX PLYHD. FASTEN MTL ROOF PER MANUFACT. SPECIFICATIONS FOR 1'70 MPH WIND PER FB.C.-R 201T 6TH EDITION (SEE DIAPHRAGM 5GHEDULE FOR NAILIN6 PATTERN PRE -ENS. HOOD ROOF TrRU555 *24" O/G TYPICAL WAPPROVED SAW. TRUSS_ ANCHORS EA. END SW ELEv 6ALV. MTL. DRIP ON IX2 P.T. CONT. R5 2X6 CEDAR FA51,IA (MATCH EXIST) 4" STUCCO OVER HI RIB O.H. P.B. 6ALV MTL LATHE MATCH SECURRED TO TRUSSES EXI5TIN6 HOUSE 5/8,' STUCCO FIN15H OVER all GONG. BLOCK WINDOW SCHEDULE MARK TYPE STYLE NOTES SIZ H +D.P._ 002 F.G. PICTURE 4'-0" 2'-0" 37.84 41.05 T.G. 003 F.G. PICTURE 4'-011 2'-011 37.84 41.05 004 SH25 SINGLE HUNG 3'-1" 5'-3" 35.14 45.27 005 SH25 SINGLE HUNG 3'-1" 5'-3" 35.14 45.27 006 F.G. PICTURE 4'-0" 2'-0" 37.84 41.05 T.G. DOOR SCHEDULE MARK STYLE DOOR D.P. NOTES WD HGT + - 001 OVERHEAD 10'-0" 10'-0" 32.18 39.34 002 OVERHEAD 16'-0" 10'-0" 31.18 37.35 Insul.O.H.G.D. 003 SINGLE EXTERIOR T-0" 6'-8" 36.14 39.35 Stl dr 004 SINGLE EXTERIOR 3'-0" 6'-8" int. door Ext dr 005 SINGLE EXTERIOR 1 T-0" 1 6'-8" 36.14 39.35 Stl dr 12 MATCH TO EXI5TIN5 PITCH FOAM INSULATION H/ENER6Y GALLS 1/2" SA6 RESISTANT GL6. BIRD. APPLIED TO UNDERSIDE OF TRU55'S CONT. MASONRY BOND BEAM SEE STRUCTURAL DH65YSCHEDULES CONT. METAL POUR STOP MONO. CONC. FOI SEE FOUNDATION �� �p :•;�;; FOR NOTES 4 DE 0'-0" T.O.5LA6 1 - . 17777 1111III-I IIIIi11111�11 .�1 ��- 111111i1i111111-_ A -A TYPICAL WALL SECTION NOTE TO S.C. S.C. SHALL ASSUME RESPON5IBILTY FOR ALL MASONRY OPENING 517E5 AND SHALL VERIFY WITH PRODUCT SPEC.'S BEFORE CONSTRUCTION. CALCULATIONS AIR CONDITIONED AREAS 2 CAR GARAGE 2000 SF 2000 SF NON CONDITIONED AREAS PORCH 400 SF 400 SF GROSS AREA GROSS AREA 2400 SF NOTE: ALL HALL AND CEILING FIN15HEB SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT 6IREATER THEN 200 AS PER FBC R 201T 6TH EDITION NOTE: INSULATION MATL9RIAL5, INCLUDIN6 FACIN65, 5UCH A5 VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANE5 INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, HALL ASSEMBLIES, CRAHL SPACES AND ATTICS SHALL HAVE A RAW SPREAD INDEX NOT TO EXCEED 200 WITH AN ACCOMPANYINS 5MOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN AGGORDANCE WITH ASTM E 64. NOTE: EXPOSED ATTIC INSULATION. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LE55 THAN 0.12 WATT PER 50UARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXP05ED ON THE UNDM5IDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION R316 10 t� I1'-1" F------------ —------------------------ ----------— — — — — — — — — — 00— — — — — — — — — — — Y I I \ PORCH Q " WIDE GONG. 51DEWALK I \ 12' O" GL6. / o� I \ / I I \ 20'-0" 12'-101/2" / 1'-11/2" 1 1 Qi I \ I I I I \ I I \\ 03 5 4 I I / 1 I 01111111111110111111111111100 1111111111110111101 00 00 0 0 00 o I F7\= CLOSET 0 GONG GL6. 4" THIC J GONG PAD LOCAT13N BY O.C. Y I sa I A/C 1 0 0 0 0 IMAM 615G n +46' AS-.F. +46" APP. I PANEL I I I I I I 4 I 2 C ° 0 -�IR E0.12'C_6 I ArnC. GG.L-r. 0 1 Ilk 0 I tz I I 0 I I I 1 I I I I 0 I I J05 --- --------�---------A A-1 4b" HIDE GONG. SI GONG. DRIVE (55.-0" WIDE b' THK CONG I — NJ 3'-4" designed PAR _ drawn PAR checked S.S. date 2na9 scale 1/4' = 1'-O" U.N.O. job no. 16-002 . KIT FLOOR PLAN 50ALE : 1/4" = I'-O" THESE PLANS WERE PREPARED USING THE 2017 FLORIDA BUILDING CODE, 6TH ED. - BUILDING AND ASCE 7-10. QUA QUANTUM ENGINEERING ASSOCIATES INC. S"aU1.1 Eag.,.Yag & CartSegregation 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL UC. 61850 — CA 26210 O 0 Q Q 0 O Z O W LUo _I O CV W_ U Z � J YLr) M O . U) project Z -J N J � W U � M u W — N Z Z Li (� d v { W Cz � lV1 p z u to LU a drawing FLOOR PLAN sheet A-1 GONG. OR MASONRY 2xb P.T. BUCK SET IN SEALANT FASTEN DOOR THRESHOLD SET IN BED OF CAULK ! FASTENED TO SILL W/ #6 I I/2" ALUMINUM FRAME SECURE FRAME TO SILL ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 546' TAPGON SCREWS a 12" 0/C. MIN. 1-1/4' EMBED Ix2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED COI NAILS AT 12" 0/0. MAX. GONG. COLUMN VEATHN STRIPPING BY DOOR MANE. �-� �5E5 W/ 1/4'VIA. x 3 I/4` x SCREWS WITH SILICOPE GARAGE DOOR TAPGONS 3" FROM E.E. .. 000 .Q .. o AND b' 0/0 MAX. O I6" O/GRIMEIER PERIMETER SEALANT CAULKING 5EALANT GONG. OR MASONRY' 6ALV.VERT. TRACK 0 0 STUCCO FINISH BY MANF. FASTENED TO DOOR TRIM FLOOR COVERING.. '• OR M?50NRY BRACKETS W/GONG. Qo o. x2 MIN. P.T. BUCK SET IN BOARD I/TRAGKO xl/2" CARRIAGEOOo BOLTS E L[7GK NUTS ALL EXTERIOR GEILI MATERIAL NOOR O BUCK W/ 0 �° o oMI�p 'd 'b.. 0.Oo. W/VII112 GA E H A1ARDDEEWD 6ALV. TRACK BRACKETS TO BE HY-RIB LATHE AND STUCCO (2) #6 (2) ><6 6ALV. x 2" SCREWS • 2 0" O/G o PREGfv`T CR POURED COIL NAILS AT 12" O/G.NRE MAX.DRYWALL 7r�,,AU7LKIN6 FRAME, FASTEN THRU BUCK TE ED FASTENED TO WDOD JAMB W/ 3/Ib°xl-I/4" LA6 SCREWS FASTENERS AT 24' O.G., EITHER 3/4' MIN EMBEDMENT ROOFING TRIM GONG. FLOOR SLAB 51LL W/ I a<5 BAR TAPGON SGR&I5 2xb P.T. ATTACHED TO NAILS WITH I/8" SHANK AND 3/8"DOOR PERIMETER SEALANT PERIMETER SEALANT FERIMETH2 SEALANT BOARD CAULKING . MIN. 1-1/4' EMBED ER SEALANT COLUMN W/ 1/2" AB. a 2'-O" t'MB ATTAUHENT 1ET10� O/C d 3 1/2" MIN EMBED.STUCCO HEADS OR STAPLES WITH 1-3/4, MIN EMBEDMENT LE65 d I/Ib" (Ib FINISH HEAD/JAMB DETAIL (DOOR) STUCCO FINISH SILL DETAIL (DOOR) SILL DETAIL (WINDOW) JAMB DETAIL (WINDOW) FINISH HEAD DETAIL (WINDOW) �I� �y Iu.� VERT. (6' MAX. FROM ENDS) EPW6a4, W/3'X3"XI/4"STL. WASHERS 6'� JAMB DETAIL (GARAGE DOOR) EXT. PORCH CLG DETAIL - TYP. REAR ELEVATION SCALE: 1/4' = P-O" WA LIJ LEFT ELEVATION SCALE: 1/4' = I'-O" 12'-0" T.OBB. in I NUNN UNIONNo INER li_-Niiiniii_-Ni IN nr RIGHT ELEVATION SCALE: 1/4" = 1'-0" 12 Z FRONT ELEVATION SCALE: 1/4' = V-a­ revisions no. date REV. #1 2/1/19 BLUILDER REVI51ON5 designed PAR drawn PAR checked 5.5. date W7/101 scale 1/4" = I'-O' U.N.O. job no. 0-002 . KIT QUANTUM ENGINEERING ASSOCIATES INC. Slr rc alEngmeenng& CoelSegregakon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33 18 r v Shawn M. Stambaugh, PE FL UC. 61850 — CA. 26210 Z _O 12'-0" T.OBB. C) V Q� elf O (V _I L.L UJ w 0'-0` FIN. FL. SLAB [v 0 0 Z O LLJ w U O CV w U Z � J `-� M o ) project 5-V-CRIMP METAL RooFIN6 12'-0" _ 0'-0' FIN. FL. SLAB V... drawing ELEVATIONS sheet A-2 revisions no. date REV. #I 2/1/14 BUUILDER REVISIONS 6C. SHALL COORDINATE W/OWIER ALL 6ENERATOR POKER REQUIREMENTS 4 PANEL CONFIGURATION FOR ADDING A PORTABLE EM ERSENCY GENERATOR ELECTRICAL NOTES: A. MEAT STRIP LOAD 6OVERN5 OVER CONPENSOR UNIT LOAD. B. GENERAL LI6NTIN& CALCkATED a 662 (50.PT) x 3 (NATT5/50.FTJ = 2"1/ 10 (66MLT0.01R) = 264b (WATT5/EAJ C. CONDUIT SIZE. D. SEE SUB -PANEL CALCULATIONS. R. BRANCH CIRCUITS RUN IN ROMEX. A.I.C. CALCULATIONS (2 x 40 x 26,144)/(5000 x 240) = 1.75 1/1+1.15=.36 -56 x 26,144 = 4525.04 A.I.O. OF SERVICE = 4525.04 A.I.C. RAT/N& OF PANEL = 10,000 ram;--------� GENERAL CONTRACTOR TO COORDINATE FINAL HVAC LAYOUT WITH TRUSS I COMPANY BEFORE TRUSSES ARE BUILT. FNOTE TO 6ENERAI. CONTRACTOR: I ALL ELECTRICAL TO BE FIELD VERIFIED I LBEFORE INSTALLATION ——--------J 0) SE75 OF 0) 02/0 AW6. TNNW IN 1-1/2' CONDUIT (I)SET OF (3) •210 AW6. T" IN 1-4' CONDUIT METER PANEL A O DISC 200A 22�A PANEL 200 A 1 #4 OU. 6ND. WIRE TO COLD WATER PIPE AND 1-5/6' 6DX 1O' CU SJPPLEPIEWAL &ROUND ROD AND TO ONE REINFORCEIN& BAR IN THE FOUNDATION 20'-0' LONG MIN ELECTRICAL RISER DIAGRAM Ulm ���00�mm�I00000 0��00����00000 O��ole -��iFr1�00000 0��00 -��•rT-�00000 ■���os -����a0000 ���OS�T�Trn�rn�00000 O��OS -.�GGYii�0000� o��os�m��0000e TOTAL ALL PANELS 6,500 -.• .00 .. .-- ... WA • . .. ./O QD DUPLEX RECEPTACLE $ l AT 12" A.F.F. T DUPLEX RECEPTACLE D AT BASE 3 DUPLEX RECEPTACLE VC AT 6' ABV. COUNTER 4 Q DUPLEX RECEPTACLE FLUSH IN FLOOR R Q� DUPLEX RECEPTACLE Ilan &ROUND FAULT D DUPLEX RECEPTACLE i TOP REC. SWITCHED K DUPLEX RECEPTACLE IIWP WATERPROOF ^{{A�,,, 1IUC DUPLEX RECEPTACLE UNDER COUNTER Cc t 6FI DUPLEX RECEP. AT 6' ABV. COUNTER O INTERCOM (SLAVE) STATION ELECTRICAL SYMBOLS SWITCH o TELEVISION JACK 51WAE POLE PREWIRED SWITCH ® 220 V. RECEPTACLE THREE WAY n AT 12' A.F.F. SWITCH HVAC FOUR WAY T THERMO5TAT SWITCH O INTERCOM (MASTER) RHI05TAT I M AT 60" A.F.F. SWITCH TELEPHONE OUTLET z DIMMER V AT 12" AFF. SWITCH TELEPHONE OUTLET KEYED FLUSH IN FLOOR SECURITY ® SPEAKER ❑ KEYPAD IN 61-6. JUNCTION SECURITY BOX LI6HT5 OR 0 RECESSIW HD D SMOKE DETECTOR SWITCH DISCONNECT PADDLE FAN W/ OR WO/ L16HT FLUORESCENT L16HT FIXTURE INCANDESCENT LIGHT FIXTURE CL6. HINTED. INCANDESCENT LIGHT FIXTURE WALL. HINTED HI HAT 01-6.MOUNTED HI HAT VAPOR PROOF FLUORESCENT STRIP FIXTURE F.P.4L. METER g 4 DISC. BREAKER PANEL EXHAUST FAN FL EXHAUST PAN p� LV DOOR RELEASE i (v� VOLUME i CONTROL QUADRUPLEX RECEPTACLE ® LOW VOLTAGE TRANSFORMER FB CEILING MTD. FAN BOX ® 220 VOLT n OUTLET 7#7 4�➢ SOFFIT DID' llUwP I I'GFI PGF� I I I I I I I I I I I I I I I I I I I I I I I I I I I i I i i I I I I I I I I I I I I I I I I UP ELECTRICAL PLAN SCALE : 1/4" = 1'-0" designed PAR drawn PAR checked 56. date 2nn4 scale 1/4' = 1'-0" U.N.O. job no. 16-002 . KIT QUA QUANTUM ENGINEERING ASSOCIATES INC. SaaananlEngrneering& CostSegregatlon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33416 W W W QO SOOATE .0 M O 0 Q V Q 0 O LL w Lu Z o w C) F— H O N _W U Z `— J project V.-W ,= U. ui w U z > a v W — a) l7 Z 0 LL in d W CY � .N4 to uL1J drawing ELECTRICAL PLAN sheet E-1 N •. r WAIW BOND t' BEAM (PER � L SCHEDULE) WWI PRECAST LINTEL. FILL GOLUMNS AND LINTEL 50LID GROUT 611W FILLED CELLS W/ IM5 VERT. MTV) TYP. DET. LINTEL ON COLUMN 3/4" = 1'-0" T.O.T.B. CONCRETE TIE -BEAM SEE TIE BEAM SCHEDULE H16H STR 46TH PRECAST LINTEL •Ji WWEINFORGIN6 AS READ, SEE LINTEL SCHEDULE GOLUMN5 BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL W/TIE BEAM 3/4" = 1'-0" SPAN 1 SPAN 2 SPAN 3 CANT'L 1/4 1/4 1/4 1/4 1/2 S1 S1 S2 S2 S3 G' 13A t O ND) TOP E TOP BAR TIP BAF BTM.BAR 6"MIN. SEE BTM.BAR E, BAR NO 10 ON COVER BEAM NOTES BTM. BAR E BAR HOOPS OR STIRRUPS SPACED FROM SUPPORT HOOPS OR STIRRUPS, FACE AS SCHEDULED SPADED FROM SUPPORT FACE AS SCHEDULED BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) {. r al. b'xb" PRECAST 1, LINTEL. FILL COLUMN5 1' AND LINTEL SOLID W/ PEA -MIX CONCRETE :C' r1,11 WWI FILLED CELLS SEE PLAN AND COLUMN 5GHEDULE. TYP. DET. LINTEL W/TIE BEAM 3/4" - 1'-0" FILL COLUMNS AND LINTEL 50LIP W/ GROUT T.088 1•I %3 VERT. TIES ONLY AS REOD. SEE LINTEL SCHEDULE J NIGH STRENGTH PRECAST LINTEL t•) W/REINFORCIN6 A5 REQD. 50 LINTEL 5G11EDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL ON COLUMN 3/4" = V-0" MA50NRY O O O MASONRY O CONCRETE COLUMN OMASONRY PROVIDE PREFAB. "L° O O O O O �-- JOINT REINFORCING AT O ALL CORNERS o EXTEND JOINT REINF. b" 611 O INTO CONCRETE COLUMN --ol O PROVIDE PREFAB. °T" JOINT REINFORCIN5 AT O ALL T INTERSEGTION5 PLAN VIEW PLAN VIEW PLAN VIEW TYPICAL MASONRY JOINT REINF. DETAILS q &A. HORIZ. JOINT REINF at 16" o%, TYP. b'xb' FILLED CELL5 SEA PL qN AND COLUMN OPENINGS <= 6'-0': PROVIDE 8'Xb' MIN. T BOND BEAM COURSE 5CHEDULE FOR REINF. r, / r1. NU I-w5 MID. OR b'X&' MIN. FORTED J/ MASONRY GONG. SILL W 245 MASONRY OPENING MID. HALL OPE NINGS > 6'-0": PROVIDE b"Xb' MIN. BREAK AWAY 51DE 1a. t BOND BEAM COURSE OF MA50WY - z W/ 245 MID. OR COLUMN FOR b'XV MIN. FORMED CONTINUOUS POUR CONG. SILL W/ 2-#5 J 1 MID. PROVIDE b' MIN. I' PROVIDE b'xb' PENETRATION EA. ...... .,.... ._... 48 MpX FILLED GE1 1 r VU END #TIED TO 1-05 VERT. DONEL VERT. REINF. W/ STD. AV HOOK EA. END a 4'-0' FOUNDATION OR I O/G WHEN OPENING INTERMEDIATE g.' EXCEEDS 4'-0' BEAM-.T- ' _� Trt ��— - '9 _ ... . '. .. WIDE SILL REINF. AT MASONRY OPENINGS (TYP 5/4" = 1'-0' FOOTING SCHEDULE DETAIL MARK SIZE (hW) REINFORCING DESCRIPTION NO. Nt315 CONT. - I TOP 4 2 BTM EXTERIOR MONOLITHIC F-I I0'x185rCONT, W/ 511,16LE LATER OF MESH ONE STORY I WO +5 COW INTERIOR MONOLITHIC, F-2 I4S'x16irCONT. 1 TOP 4 2 BTM. ONE STORY 43 PAD AT EXTERIOR F3 3'-0' x 3'-0" x 12" W4 #5 EW. BTM. MONOLITHIC Iq ISOLATED F-4 2'-6" x 2' 6' x 12' K13 +5 E.W. BTM PAD 7 ISOLATED F4 3'-O' x 3'-O' x 12' W/4 45 EX BTM PAD 7 W3 #5 CONT. - I TOP 4 2 BTM. EXTERIOR MONOLITHIC F-6 Ib'x1,WxWNT. WrM LAYER OF MESH 56' FROM FT6 ONE 5TORY I THICKEN® EDGE TE-2 b x b x CONT. 1'U145 CONT. AT EASE 35 COLUMN SCHEDULE MARK 512E TYPE DESCRIPTION C-1 bxb BLOCK GONG. ELK WA FULLY 6ROUTED CELL W-M5 VERT. EA. CELL o 8'-0' 01C MAX. OR AS LOCATED ON PLANS G 2 bxlb BLOCK COW BLOCK W/2 FULLY GROUTED CELL5 Wq-#5 VERT. FA CELL bl. MATCHING DOWELS FOR COLUMNS 48 BAR DIA. L 60 L MATCHING DO! Et 5 FOR 4 MIN. W�5TD. HOOK5 COLUMNS 46 BAR DIA WELDED ARE MESH, 5EE A MIN. *STD. HOOKS J. SCHEDULE WELDED WIRE PAD ROAR < I ME5H (SEE ) J' Sff FOOTING SGIJED. TOP BENT BARS A5 RESIV, SEE SGHED SCHEDULE) EDGE BAR5 ALWAY5 TRANSVERSE REVAR Fi OCC� — REMAIN SPACE I 1 OTIIBZS EQUALLY. 1. SGHED. — — _ — — 4 d / QA FOOTING REBAR SEE OTHER EQ EQ. SEE FOOTING SGHED. DETAILS FOR SGHED. OMIT CENTER BAR SEE 5G EDULE FOOTING FOIN O 19 EXT. CONT, MONOLITHIC EXT. MONOLITHIC AT PAD MATCHING TNT. BEARING DOhELS FOR j . MASONRY HALL I MASONRY COLUMN COLUMNS - 46 TRAN512i25E R 3W MA11041N6 DO;eLS BAR DIA MIN WHERE OCCURS 46 BAR DIA MIN W/ STD. HOOKS SEE FOOTING WNW. GRADE *STD. HOOKS N hELDEDWIRE PAD RJEAR EQ. EQ. SEE FOOTING SGHE %U 3 OO16 SH SDCESW =AOTRS SGHEDULE OMIT CENTER BAR EQUAu-Y YwEN ONLY (2) RESQD. 43 INT. CONT. MONOLITHIC ISOLATED PAD Y, � I I MCSfI 32MIN GLF b 35 THICKENED EDGE #2 9 N m F5r� F4 ao _ _110011I }off — — — — — — — — — — — — — — — ----TE-2 L—J Ti-2 L— L r J 4' THICK cow, I cr WALK I iv LOCATION BY 6•G• 20--0" 12'-IO 2'-b" 2-b" 2'-b" V-2" 4'-1' L- - I --------------------- -� Fr 4' THICK GONG LOCATION BY S.C. Vi I I I I I F6 I I I 0'-0" FIN. FLOOR SLAB FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH 6'X6'XWI.4XWI.4 KAM. ON b MIL VISaM (OR EQUAL) VAPOR BARRIER ON GLEAN HELL COMPACTED (TO q5%) GLEAN SAND FILL. NOTE TO O.C. 6.0.TO DETERMINE ALL MASONRY OPENING AND VERIFY WITH WINDOW COMPANY PRIOR TO CONSTRUCTION. NOTE TO 6.6. 6.0. TO DETERMINE ALL CONCRETE SLAB SCORE LINES WITH OMFER PRIOR TO GUTTING I © I FI L-------- ------------------ 2 G2 G2 G2 4' MIN. THICK C ONC, DRIVE I I F6 I I I I I I I I I I I Fb I I 51 AO G2 G2 revisions no. REV:. #1 BWILDER REVISIONS designed PAR drawn PAR checked 55. date 2n1q scale 1/4' = I'-0" U.N.O. job no. 1&-002 . KIT date 2/VIq QUANTUM ENGINEERING ASSOCIATES INC. S. vw1u a1Engmeenng& Carl Segregation SOD AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 3341E Shawn M. Stambaugh, PE FL LIC. 61650 — CA. 26210 Z _O I- 0 LU 0 LU 0 LIJ project 0 U- z a' o L U J r W O CN U z J OJ M . CA J z l J (A 0 z z UI LL N 4 to 0 c W1� drawing FOUNDATION PLAN sheet S-1 ROOF SHEATHING PRE-ENGINEERED WOOD ROOF TRL53 0 24' O/G 51MP50N MI W/ 22-I0d NAILS INTO TRUSS GONG. TIE: BEAM OR MA50NRY' BOW BEAM (U 5/5" THREADED ROD INTO BEAM W/ 124 MIN. EMBED. SET IN SIMPSON SET EPDXY OR EQUIV. MAX. UPLIFT = 3965# s2 CONNECTION DETAIL FLASHING NOTES: I. FLASHING TO CONFORM TO FBG-R10523.1 AND SELF-ADHEARED MEMBRANE FLA5HIN5 SHALL COMPLY WITH AAMA 711. 2. ALL EXTERIOR WINDOW AND DOOR FLA5HIN6 SHALL EXTEND TO THE SURFACE OF EXTERIOR WALL FINISH OR TO THE WATER -RESTIVE BARRIER FOR SUBSEQUENT DRAINAGE AND SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: A. THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. B. THE FLASHING MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. G. IN ACCORDANCE WITH FMA / AAMA 100, FMA / AAMA 200, OR FMA / WDMA 250. D. IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DE516N PROFE5510NAL. E. IN ACCORDANCE WITH FMA / AAMA 100-12 FOR WOOD. F. IN ACCORDANCE WITH FMA / AAMA 200-12 FOR MASONRY r1 ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUS5 CONNECTOR SCHEDULE SELECT CONNECTOR SHOWN ON BRACING PLANS INSTALL PER. MPR. SPECIFICATIONS 9 CONC. TIE -BEAM OR BOND BEAM .64 CMU WALL eREFERENCE: FBG 2305.1.4 s2 CONNECTION DETAIL RIEW ROOF PLYWOOD W/ 10d NAILS 0 4" 0/G INTO 2x4 SP BLOCKING (FLATW/5E) x GONT. LISP H6 - EN6. AND APPROVED WOOD TRU55E5 SEE BLOC TYP. WALL SECTION FOR ACTUAL HEEL x2" L AND OVERHANG CONDITiONS SEE TRUSS CONNECTOR SGI-MLE SELECT 1/4"XI-I CONNECTOR BASED ON BRACING PLANS INSTALL PER. MFR. SPECIFICATIONS ►�Si-t7S.L� "�-"u��Ju LL rWV KIN6 /2" Ar, 2xb P.T. BLOCKIN6 0 61-0' O/C FASTEN EACH END TO TRUSS W/ 3-1 AMIOKT CLIP 6 I I USP H6AMIOKT CLIP ALON6 TRU55 W/ (4) 1/4" (4) 1/4" x2" LON6 TAPGON5 TO BEA ONO TAPCON5 ICI SCREWS TO TRU55 BTM. CHORD TO 13EAM 4 (4) SCREWS TO GONG. TIE BEAM or BLOGKIN6 MASONRY BOND BEAM -14 (SEE PLAN) TRUSS W/ 2x4 SP 4 (2) Ibd END NAILS EA. END CONNECTION DETAIL 2x4 P.T. BLOCKING (TIGHT TO S2 EA. TRUSS SIDE) W/ 0.145" d P.A.F. x3' 1-6. 04" 0/C x CONT. ROOF SHEATHING (1) 160 NAIL - 5� PLAN (`� PLAN) T.O. WALL • GONG. TIE -BEAM OR MASONRY BOND BEAM SEE BEAM 5GhmLE 2 s2 CONNECTION DETAIL EXTERIOR 04U WALL WATERPROOFING COATING ON WINDOW SILL, .NAMES AND HEAD, APPLY AROUND CORNER AND EXTEND 6' ALL AROUND THE FACE OF THE WALL. 5 cc VD SILL. P.T. WOOD BUCK TO MASONRY NUMBERS REPRESENT INSTALLATION SEQUENCE �OOR,FASTEN PER PRODUCT APPROVAL AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY APPROVED PRODUCTS: TREMCO VULKEM 350 NF-R WATER PROOFING PRODUCT DRYLOK LATEX BASE MASONRY WATERPROOFING TYP. CMU OPENING WATEF'kPROOFING - ISO S2 5GALE 3/4" = /0' ED6E NAILING ALONG BLK'6 x 6'-0" LONG — 2xb BRACE 0 61-0" O/C W/ (10) 16d NAILS, EA. END T.O. wAu_ SZE PLAN 5d NAILS 0 4'-0" O/C W M 4 (4) 1/4"XI-1/2" EDGE NAILING ALONG BLK'6 x &'-0' LONG 2xb BLOGKINS a 6'-0" OlG FASTENED TO TRUSS EA. END W/ (5) Ibd TOE NAILS 2x5 BRACE 0 V-0" O/c, W/ (10) Ibd NAILS, II END " " SEE PLAN Y 2xb P.T. EtLOGKII46 0 b'-0" 0/G FASTEN EACH END TO TRU55 W/ 3-I6d NAILS USP HGAMIO CLIP W/ (4) 3/16%2" LON6 TAPCON5/TITENS TO BEAM 4 (4) 11 5GREW5 TO BLOCKING GONG. TIE BEAM or MASONRY BOND BEAM (SEE PLAN) CAPACITY: 20 pIP LATERAL 0 1.33 s2 CONNECTION DETAIL 12")00" HOOKED #4 BARS O 12" O/G TOP / ADD 15# FELT UNDER TRA4CS ON GONG. TIE BEAM 12 X30" HOOKED SEE SCHEDULE #4 BARS 0 12" O/G TOP b' GONG. 5LAB 95 0 12" O/G #4 TEMP. a 12" O/C T.O B. (5EE FLAW e CONC DECK AT CLOSET s2 J SAFE LATERAL GOADS FOR 5" PRECAST 4 PRESTRESSED U-LINTELS SAFE UPLIFT LOAL75 FOR 5" PRECAST 4 PRESTRESSED U-LINTELS CEO SAFE LOAD PLF TYPE IENGTHBUB 8F8 emu• 2'-10-(341 PRECAST 1293 1642 2135 S-6- (421 PRECAST 1025 1024 1830 4'-0' (48' PRECAST 765 763 1365 4'-6' (541 PRECAST 5S12 591 1057 5'-4' (641 PRECAST 411 411 734 5'-10-(707 PRECAST 340 339 607 6'-6- (781 PRECAST 507 721 463 7'-6" (901 PRECAST 424 534 357 9'-4' (1121 PRECAST 326 512 227 10'-6'(1261 PRECAST 284 401 178 1V-4-(1361 PRECAST 260F293 152 12'-0-(14-41 PRECAST 244 135 13'-4-(1601 PRECAST 217 109 14'-0-(1681 PRECAST 205 98 11(1761 PRESTRESSED N.R. 284 89 15'-4'(184' PRESTRESSED N.R. 259 82 17'-4'(2081 PRESTRESSED N.R. 194 63 19'-4'(232J PRESTRESSED N.R. 148 51 21'-e(2561 PRESTRESSED N.R. 125 42 22'-0'(2641 PRESTRESSED N.R. 116 39 PRESTRESSED N.R. 91 33 Ci�r-CIe0r0 SAFE LOAD - POUNDS PER LINEN FOOT TYPE LENGTH 8FB-IT 8F12-lT SF16-1T 81 BF14-1r 8F2B-tr BF32-1T 8FB-ZT 8F12-ZT OF16-ZT BF20-Zf BF24-N OF23-ZT 8F32-ZT 2'-10'(34' PRECAST 1972 3173 4460 5747 7034 6321 96M 1972 3173 4460 5747 7034 8321 9806 3'-6' (421 PRECAST 15N 2524 3547 450 5591 5613 708 1569 2524 3547 45M 5591 5513 7635 4'-0' (487 PRECAST 1393 2102 3079 3996 4853 5740 6627 1363 2192 3079 3986 4M3 5740 6627 4'-6' (54' PRECAST 1207 1940 2724 3508 4292 5077 SMI 1207 1940 1 2724 350E 4292 5077 5861 5'-4' (64' PRECAST 1016 102 2290 2949 3607 4265 4924 1016 102 1 229D 2949 3607 4265 4924 5-10'(70' PRECAST BOB 1492 21*3 2004 3295 3997 4499 929 1402 2093 2094 3295 3897 44H 6'-6" (781 PRECAST 111 2 1340 1880 2419 2959 3488 4036 835 1340 IBM 2410 29% 3498 4030 T-6' (90' PRECAST 7n 25 1021 1 12 2102(11 2571 10 10 3508 9 727 1166 16M 2102 2571 1 3039 3508 9'-4- (1121 PRECAST 591 600 113XI5 14 15 181115 21 18 2 15 591 851 13M 1705 2084 1 2463 2842 10'-6'(1261 PRECAST 530 W 91415 11 15 145615 17 15 200 15 530 689 1183 1526 1866 2T04 2544 ll'-4"(136' PRECAST 474 485 79815 1 15 127215 151 15 174915 404 59 1028 1422 1738 MW 2389 12'-0'(144' PRECAST 470 91 441 723 141 936 74 1151 15 1361 15 1582 13 470 %3 928 1349 1640 194E 2247 93°-4' 160 PRECAST ( 418 15 373 GIM 14 793 14 962 14 114 14 132114 428 455 770 1145 1444 1718 1993 _ 14'-0-(168' PRECAST 384 15 MG 559 14 723 14 897 14' i 14 121 14 410 420 709 1050 1434 8 1594 9 1954 14'-8'(1767 PRESTRESSED 239 519 1 671(1,3 82J 1 976 14 11 14 246 390 555 969 1324 B 1 11 187 11 15'-4'(184' PRESTRESSED 224 302 485 1J 628 13 787 1 908 13 1 13 230 364 609 097 1224 8 1 14 1801 14 17'-4' (2081 PRESTRFSED IV 255 404 12 520 tz 937 t2 754 t2 872 12 192 303 500 732 983 8 12WI4 1470 14 19'-4"(2321 PRESTREI iED 182 222 347 t1 449 tt 548 i2 816 12 748 t2 166 261 424 816 831 8 1 14 1 14 21'-4'(256' PRESTRB,`!ED 142 198 306 tt M3 11 480 11 111 tt 654 11 142 230 309 531 713 9M 1 1 1 22'-0-(2641 PRESTRE.SED 137 192 295 10 378 11 461 10 545 11 = 11 137 221 3% 5W 681 88113 997 1 24'-0"(2887 PRESTRESSED 124 175 287 10 R1 10 418 19 481 10 566 tB 124 200 316 450 800 756(12.. 975 13 SAFE GRAVITY LOADS FOR 5" PRECAST 4 PRESTRESSED U-LINTEL5 cw><r�im0f0 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB BF9-OB BF12-0B BF18-0B ePto-9B BFta-BB Bf7B-oB aF3z-oB 8M-1B 8F12-1B WWII) BF30-18 SF24-IB fµ25-1113 81`32-113 2'-10'(341 PRECAST 2231 3069 4805 6113 7547 6974 - 10394 118M 31189 4005 6113 7547 8974 10394 118M 3'-6' (42' PRECAST 2231 3M 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (481 PRECAST 1966 2561 2751 3820 4890 5961 a lax 6107 2693 4805 6113 7547 10J9t f1809 4'-6' (541 PRECAST 1599 7969 2110 2931 ;5M 4578 5400 =4 2189 4375 6113 7547 5972 10294 11809 5'-4- (64' PRECAST 1217 1319 1439 1B8B 2580 3123 3688 4240 1663 3000 5365 7547(3517342(191 873ZXIQ 101211 5'-10'(70' PRECAST 1062 1105 1173 1631 2090 250 3009 3470 1461 2622 4360 71 45 19 71B 19 8328 20 6'-6- (78' PRECAST 908 1238 2177 3400 3031 3M7 43M 5081 1235 2177 3480 &MI 9360 1 J 14 7'-6' (90� PRECAST 743 tort tr29 26J2 2205 2598 3191 3695 1011 1729 2561 JAB 5681 5467 44 5472 15 9'-4- (112' PRECAST 554 M 118) 1625 1 2564 3486 2018 1 3302 752 1245 1843 1 2564 3486 4705 6390 4 10'-6'(126' PRECAST 475 535 No 1247 2093 2777 2163 2536 643 1052 15M 2093 V81 3943 38 4754 45 ll'-4-(136' PRECAST 362 582 045 13M 1846 2423 3127 4008 5M 945 13M 1846 2423 3127 4008 12'-0"(144' PRECAST 337 540 V3 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2905 3552 13'-4'(1607 PRECAST 296 471 755 1075 1428 IBM 2316 2803 471 755 1075 1428 IBM 2318 2883 14'-O'(1687 PRECAST 279 424 706 1002 1326 IIIV 21Z7 25M 442 705 1002 1326 1507 21V 200 14'-8-(1761 PRESTRESSED N.R. NR NR NR NR 458 M1370 19M 2245 7517 2712 15'-4"(184' PRESTRESSED N.R. NR NR N1 � NR N6 NR 412 710 1250 1733 2058 2320 2513 1T-4-(2081 PRESTRESSED N.R. NR NFtNR NIRNB NR NR 30D 548 950 1328 1609 1849 2047 19'-4"(2321 PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4'(2561 PRESTRESSED N.R. M4 N' NR NB Mt NR 0L 180 310 598 845 1114 13M 1466 22'-0'(264' PRESTRESSED N.R. MR NR NR NR NR NR MR 165 315 5W 784 1047 1295 1399 24'-0-(2881 PRESTRESSED N.R. NIR NIR NR NR NR NR NR 120 250 450 654 884 1092 1222 01 T 1 L-5 HOLD TRL65 OVER WALL A5 5HOWN rri� aT ���,00000l�lliel®uuu6�E��v�nuouo��il®uuneli�EEi® II J TIE -BEAM SCHEDULE II J TIE -BEAM SCHEDULE REINFORGIN57 63 HOOP5 TOP MID BTM MARK 51ZE OR STIRRUPS REMARKS TYPICAL MASONRY BOND BEAM GONT. UNLESS NOTED OTHERWISE BEI-I Bxlb 1#5 - - NONE READ. (2) COURSES FILLED GA5TGREM H16H STRENGTH LINTEL. L-1 Bx26 105 - AS NONE READ. ALL COURSES FILLED GA5TGRETE HIGH STRENGTH LINTE L-2 bx40 105 - INS NONE READ. ALL CaIRSES FILLED GASTGRETE H16H STRENGTH LINi rL L-3 6x45 195 - /#5 NONE REOD. (6) COURSES FILLED CA57CREM HIGH 5TREN6TH LINTIZ L 4 8x62 105 - 105 NONE REOD. ALL LG11R5E5 FILLED GASTGRETE H16H STRENGTH LINTEL L-5=&641*5- 145 NONE READ. ALL COURSES FILLED 1 S2 S2 revisions no. date REV. 91 2/1/14 BLUILDER REVISIONS designed PAR drawn PAR checked 5.5. date 2n/19 scale 1/4" = 1'-0' U.N.O. job no. 16-002 . KIT QUANTUM ENGINEERING ASSOCIATES INC. Stmaural Engineering & Ca tSegregakon 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE FL LTC. 61850 - CA 26210 O I— Q (LLJ V Q Q o ILL. V � Z ® �rn O LU o LU U J ® W_ J Cyi ® U) project J LL U; W Ll Ut G > 0 U w _- [!I �7 Z _z M ~ ILL _ z L3 ili (� L19 drawing ROOF FRAMING PLAN sheet S-2 () THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR FOR CR40 FIELD ADDED REBAR. GR40 RELD ADDED REBAR. BRACING NOTES: revisions no. date 1. BRAGIN6 SHOWN DOE5 NOT INCLUDE: TEMPORARY BRACING REWIRED FOR THE: ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF Pt.-7ZMANEM CROSS BRACIN& AND WEB LATERAL BRACING REQUIRE? ENT5. TEMPORARY BRACING 15 THE RESPONSIBILITY OF THE 77W5 INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE IN5TALLATNON OF THE ROOF OR FLOOR. (REF: BC50. 2. PERMANENT WEB LATERAL BRACIN5 15 TO BE INSTALLED AS 5HOWN ON THE INDIVIDUAL TRUSS DRAWIN65 (WEB LATERAL BRACIN6 I5 NOT SHOWN ON TH15 5HEE7). PERMANENT NEB LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY 5OLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIACONAL BRACIN6 (NOT SHOW IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOU- WEB BRACE (REF: BC50. 3. PERMANENT DIA60NAL BRACING A5 SHOWN ON THIS SHOT DOES NOT INCLUDE BRACING REQUIRED FOR GABLE END 5TUD5 OR BOTTOM CHORD OF &ABLE END AT WALL. REFER TO 5TAN12ARO CABLE END DETAIL FOR BRACING REQUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE 5HEATHED, AND ALL BOTTOM CHORDS BRACED BY A RI61D CEILING SYSTEM REFER TO INDIVIDUAL TR55 DRAWIN66 FOR BRACING REQUIREMENT5 OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. 5. REFER TO TPI / WCTA BC51: COMMENTARY AND RECOMMENDATIONS FOR H ANDLIN6, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRU55E54 APPENDIX C, FOR RECOMMENDED 5EOUENCE OF IN5TALLIN6 BRA IN6 COMPONENTS. 6. THE 5TRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU55 DE516N5 TO WITHSTAND GRAVITY AND WIND LOADIN55 AS WELL. AS 61RDER CONNECTIONS AND LOADS ARE THE RESPONSIBILITY OF THE TRL66 OE516NER. ANCHORAGE: OF THE TRU55E5 AND 61RDER5 TO THE SUPPORTING 5TR 47VRC TO WITHSTAND WIND UPLIFT 15 THE RESPONSIBILITY OF 17-E PROXCT ENGINEER OR ARCHITECT. 7. THE BRACING FOR THE ROOF SYSTEM 15 DE516NED FOR BOTH P051TIVE 4 NEGATIVE PPZ55URE AND MEETS THE REQUIREMENTS OF 2017 FBC. BRACING LEGEND: PERMANENT 2x4 DIA60NAI_ BRACE RESTRAINT IN THE xPLANE OF THE NEARE5T HIM MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO OPPOSITE SIDE OF WEB WITH 5-16d TOENAILS AND TO LATERAL BRACE WITH (5) IOd NAILS EACH INTERSECTION. (REF: BC51). HORIZONTAL BRID61N& WITH A MINIMUM 2xb STRONOBAGK AT 6-0" 0/6. FASTEN TO EACH TRU55 WITH 3-I0d NAILS AND ATTACH TO WALL5 OR OTHER RI61D POINT AT EACH END (REF: BC51). PROVIDE: OVERLAP OF AT LEAST (5) TRU55E5 (FLOOR ONLY). PERMANENT 2x4xCONT. LATERAL BRACING IN THE PLANE OF THE STRUGNRAL BOTTOM CHORD OF THE TRU55M AT b'-O" O/C. FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). E ZONES 16 2 (SEE DIAPHRAGM SCHEDULE) E ZONE 3 (SEE DIAPHRAGM SCHEDULE) BRACING DETAILS: �-5HEATHIN6 WMPRE55ION WEB 510PIN& OR VERTICAL CONTIMOU5 PERMANENT LATERAL BRACING (C.LB) PERMANENT DIA60NAL BRACE NAILED TO OPP. SIDE OF NEB PREVENTS LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS CEILING F16URE 36: PERMANENT DIA60NAL BRACING IN THE PLANE OF THE WED MEMBERS PERMANENT CRO55 BRACIN6 P16.1;E 37: PERMANENT 5RACIN& IN THE PLANE OF THE MMS FOR PITCHED TRUSSES HORIZONTAL BRIDGING WITH A MINIMUM 2xb 5TRON65ACK CONNECTION TO EACH TRUSS WITH 5-I0d NAILS AND ATTAGiED TO WALLS OR OTHER RI61D POINT AT EACH END (REF: BCSU. PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). SEE PLAN FIGURE 3B: PERMANENT BRACIN6 IN THE PLANE OF THE Wd55 FOR PARALLEL CHORD TRV5SE5 LATERAL BRACE 45" 11 45R PERMANENT WEB OIA60NAL CRO55 BRACIN& LATERAL BRACE a. EDGE SMP DEFIED AS TE LOOFIM ORFEN�AEW4 OF LEA57 tMZOATAL DIMBl" OF 911LDIN5 AND AT LEAST 3 PT. woDF zaNE PARESi ZONE IR 546 PER ZONE 2 / 5. 60h PSF. NOTE, SEE DIAPHRAGM SOIEDU-E FOR ROOF IONS NAILINS RECURE434I5. OR — \ 1 / r .,, ��0 i DIAPHRAGM SCHEDULE LOCATION PANEL 6RAOE PANEL THICKNESS FRAMIN5 SPACING DIAPHRA6M NAILING REMARKS DIAPHRAGM ZONE I ZONE 2 ZONE 3 BOUNDRIE5 EDGE INTER. EDGE INTER. EDGE I INTER. ROOF PALM BEACH APA RATED SHEATHIN5 EXPOSURE I, OR EWAL SPAN RATIN6 40120 19l32" 24" O/C MAX. IOd 6' O/C IOd 6" O/C IOd b" O/C IOd 6" O/C IOd b" O/C IOd 4" O/C IOd 4" O/C BLOCKED 165 5HAOWN ON PLAN EXT. WALL APA RATED 5NEATHIN6 EXPOSURE 1, OR EQUAL SPAN RATIN5 40/20 I4/32 16" O/C MAX. IOd 4" O/C IOd 4" 01C IOd 6" O/C NAIL CORNER 5TU06 AT 4' O/C MAX. TYPICAL BLOCK FREE EDGES 1) ALL NAILS TO BE OF RJN550W VARIETY ftr:55 NOIFD OIFEMSE. TRUSS CONNECTOR SCHEDULE FASTENER5 PER ALLOWABLE UPLIFT PERPEND. LOAD (PI) PARALLEL LOAD (P PRODUCT MARK SIMPSON CONNECTOR TRL55 CONCITIE-BEAM 51N6LE STRAP DOUBLE STRAP SINGLE 5TRAP DOUBLE STRAP 51N6LE STRAP DOUBLE STRAP APPROVAL TC-I BETA 16 00) IOd x 1-1/2" - 010 # 1920 # -040# 1225 # 770# 770 # FI.. 11473 TO-2 BETA 20 (12)10d x 1-112" 1610 # 1420 # 6" 1225 # 770# 770 # FL 11473 TC-3 HWKT (4) SIPS 1/4" x 1-112' (5) TITEN 1/4" x 2-114" 760 # - 670 # - 140 # - Fl 11473 '10-4 1 H6AMIOKTA 1 (4) SIPS 114" x 1-1/2" (4) T1TEN 1/4" x 2-314 600 # - B75 # - 1105 # - Ft 11473 _ 542# MAX. UPLIFT TG-I 589# MAX. REV. #1 2/1/I01 BLUILDER REVISIONS designed PAR drawn PAR checked 5.5. date 2/7/19 scale 1/4" = I'-O" U.N.O. fob no. lb-002 . KIT QUA QUANTUM ENGINEERING ASSOCIATES INC. StracwralEngineering & COStSegregaBan 300 AVENUE OF CHAMPIONS SUITE 260 PALM BEACH GARDENS, FLORIDA 33418 Shawn M. Stambaugh, PE R. LIC. 61850 — CA 26210 0 rW V Q //<� V IL `) 0 0_ o' Z =o LU LU L o C-) J O CV W U Z J `) o cC/) project V-0 J l7 J z J W UJ EJ Ln U 0 z Ul Q a � CY z Ut Lll t7 drawing ROOF BRACING PLAN sheet S-3 F16ORE 34: PERMANENT BRACIN6 IN THE PLANE OF THE AEBS NtiTES - 1) ALLOWABLE LOADS ARE BPAED ON SIMPSON CATALOG 20M-2020 ED. 2) SUM MAY USE LONGER STRAPS Or SAFE TYPE SPECIFIED. 5) USE &ALVAN11tD MILE, AS SPECIFIED BY MANJFACTURER 4) TAPCV6 SHOULD BE LOCATED AT TFE FARTFE5T POINT FROM THE TOP OF THE BEAM. 5) PROVIDE APPROVEP MOISTARE DhPi✓¢IER PLATE OR EUILDIN6 PAPER BETWEEN MASONRY WALL AND EACH TRUSS. CAUTION!!! i c l YV V oe) 10 rr u0 ch ti✓� � c� C) W W W W_ W W Lu W W W W W W W L) 0 0 CJ 1 � � � t ['�-�� CJ 1 � � � a � CJ3 �a' taY' ii ::a.:.. v I v o n �f��.> CJ3 h , n 5 CJ5'}�A-*. „ak:}: }: ,}}}:,, }k r}Yk . }:....))..-- ,Ha....}}}).:, A14: Im `v..W.F i Al ;m....:........ ... �k}i,.:.,::}tk. �i s} }} .ice �}. 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"',7 AssoricitPc:Inr^ 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 ENGINER'S TRUSS LAYOUT, THE TRUSS FABRICATOR I ;RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN WRITING OF ANY DEVIATION FROM THE ENGINEER'S LAYOUT. THE GENERAL CC?JRACTOR IS RESPONSIBLE FOR COORDINATING AND RESOLVING ANY II`1CON- 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 4APPROVED; NO EXCEPTIONS TAKEN ❑ APPROVED WITH COMMENTS NOTED ❑ REVISE AS NO- D; RESUBMIT ❑ REJECTED; MMENTS AS NOTED BY DATE 2, fbdl HANGER LEGEND * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10 ENCLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY II WIND LOAD 170 MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: TCDL: 15 PSF TCDL: BCDL: 10 PSF BCDL: TOTAL: 45 PSF TOTAL: DURATION: 1.25 DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. PSF PSF PSF By PSF DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-•B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: GEM BLDRS RES: KITTREDGE MODEL: CUSTOM ADDRESS: 351 NOTLEM ST LOT / BLOCK: -- CITY: FORT PIERCE COUNTY ST LUCIE CO DRAWN BY: JL JOB # : 1615698 DATE: 12/28/18 SCALE: NTS J REVISIONS: 1. REVISION 02/04/19 2. 3. 4. 1 \usELL R r s t S o u m e 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475