HomeMy WebLinkAboutG1 GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS,TOP AND ELECTRICAL NOTES
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I. THESE PLANS WERE PREPARED U51NG THE FLORIDA BUILDING CODE 2020 EDITION. I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X WIAXWIA I. CONCRETE UNITS TO BE A5TM G q0-14. A5TM GRADES NI OR NII. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED I. CONTRACTOR SHALL VERIFY WITH F.P.&L. THE LOCATION OF SERVICE AND SHALL no. date
W.W.M. ON b MIL V15OUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED LINTELS AS NECESSARY. (f'm = 1500 1`151) FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN 5. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER LOCATE METER 8 PANELS A5 REQUIRED.
2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE FOR TERMITES. MM SHALL BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. GON5TRUGTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER FBG 2020 UPDATE 6-1-21
COUNTY AND ALL APPLICABLE AMENDMENTS. DEPTH AND MUST BE SUPPORTED AT 3'-0" 0/C EACH WAY WITH APPROVED MATERIALS. 2. MORTAR TYPE M PER A5TM C 210-14a. CONSTRUCTION. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. SQUARE OFF GARAGE WALL
3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT
2. ALL REINFORCING STEEL TO BE GRADE 60. 3. CONCRETE FILL (HVAG,EHW, HASHER/PRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55URE TREATED. 3. WHERE REQUIRED BY OTHER CODES,SERVICE AND FEEDER CONDUCTORS SHALL BE
4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/5000 P51 MECHANICAL CODE. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER COPPER OF EQUAL AMPAGITY.
GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
BUILDER SHALL ACCEPT FULL RESPONSABILITY FOR ANY ERRORS OR OMISSIONS NOT
OTHERWISE NOTED. PEA GRAVEL CONCRETE. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE.
REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACKCHARGE5 WILL NOT BE HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER 10. BUILDER SHALL BE RE5PON51BLE FOR PROVIDING ADEQUATE BRACING AND
ACCEPTED. DO NOT SCALE DRAWINGS. 4. FOOTING VE516N BASED ON A55UMED SOIL BEARING CAPACITY OF 2500 P.S.F., B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. F.B.G. SECTION R302.11. BRIDGING USED DURING ERECTION OF TRU55E5 AND STRUCTURAL SLABS TO PREVENT 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
CONTRACTOR TO SUBMIT 501L BEARING TEST RESULTS OR 501L BEARING CAPACITY COLLAPSE OR DAMAGE. CONSTRUCTION.
5. 5UBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. REPORT BY A FLORIDA REGISTERED ENGINEER. C. ALL CONCRETE SHALL BE OF A FLUID CON515TENCY WITH A SLUMP OF q"-11" MAX., WHICH 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION
MEANS THAT THE CON515TENCY SHALL BE A5 FLUID AS P0551BLE FOR POURING WITHOUT AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 51DE OF THE 11. HEADERS FOR FRAMED OPENIN65 GREATER THAN 6-0" MUST BE ENGINEERED AND 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
6. BUILDER 15 RE5PON51BLE FOR ADEQUATE BRACING OF STRUCTURAL OR 5. ALL 51TE PREPARATIONS 8 DRAINAGE RECOMMENDATIONS MADE IN THE 51TE SEGREGATION OF THE CONSTITUENT PARTS. DOOR(45" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) SPECIFICATIONS. deS I�ned PEAR
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. SPECIFIC GEOTECHNICAL REPORT MUST BE STRICTLY ADHERED TO.
D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE WITHIN 36" OF TUBS AND SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE drawn PAR
1. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE 6. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CON515T OF ENGINEER. TEMPERED. ALL GLA55 IN SIDELIGHTS,SLIDING GLA55 DOORS AND FRENCH DOORS 12. ALL HEADERS OVER DOORS AND WINDOW5 TO BE (2) OR(5) 2XI2'5 UNLE55 1. PROVIDE D15CONNECT 5WITGH OF 51ZE A5 REQUIRED BY LOAD AND UNITS.
HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.G. GLEAN WELL GRADED SAND IN 12 LIFTS(MAX) AND VIBRATORY COMPACTED TO SHALL BE TEMPERED. OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL G h e c ke d 551PARTHICKNE55). 8. PROVIDE NON-FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
ACHIEVE A MINIMUM OF g596 MODIFIED PROCTOR A5TM V 1551-12E1. 4. REINFORCING: 5. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. PUMPS NOT V151BLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. date 12131120
1. VERTICAL: EGRE55 WINDOW5 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH,20" WIDE, AND MIN. 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL RECOMMENDATIONS.
A PPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, NET AREA OF 5.1 5.F. FOR 2nd FLOOR WINDOW5 AND 5.0 S.F. FOR Ist FLOOR WINDOW5. PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER q. PROVIDE GFGI PROTECTION FOR ALL BATHROOM,GARAGE,EXTERIOR, KITCHEN, SGa�e 114" = I'-0"(U.N.O.)
A
GROUND. A. A5TM A615/A 615M-15ae1. PER REINFORCING SECTION (GRADE 60). THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR,LATCH USES. q0 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF I600
AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0" DROP,THE SILL K51 OR BETTER,A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. LAUNDRY AND NET BAR OUTLETS PER NEC 210.8(A). Job no. 20-0033 . DUH
8. SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT SHALL BE NO LE55 THAN 3b" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD.
BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT,EVEN THOUGH IT IS 14. NON-BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE 10.ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND A5
b.
q. 5PLIGES SHALL BE 48 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. CHANNEL TYPE STUDS AT 24" 0/0 WITH MATCHING TRACKS TOP AND BOTTOM,WITH 1/2" SELECTED BY OWNER.
GRANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL
G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.G. SECTION 24-15 UNLE55 50REW5 AT 12" 0/0 MAX. 11. PROVIDE PRE-WIRED TELEPHONE,T.V. OUTLETS OUTLETS AS SHOWN ON PLAN.
10. ALL MONOLITHIC FOOTIN65 HAVE BEEN CHECKED FOR THE USE OF TRANSFER FROM THE MASONRY. THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT
REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED,BUT
APPROVAL TO PRESERVE THE ENCL05ED BUILDING ENVELOPE AGAIN5T IMPACT LOADS 15. METAL LATH OVER 5HEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. GEILING5 AND 12. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC, SEC. 410.8. QLA
AS SET FORTH IN CHAPTER I6. SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO SUBSTATE AT 4 O/C AS FOLLOWS;
ONLY IF REQUESTED BY THE BUILDING OFFICIAL. D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN SOFFITS S: 3/4" LONG STUB NAILS W/FASTEN
HEAD. HORIZONTAL AND VERTICAL WOOD 13. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC,-FAULT
THE COLUMN SCHEDULE. PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS 5HALL BE CONNECTED TO
II. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. QUANTUM ENGINEERING ASSOCIATES INC.
11. PICKETS AT STAIRS, LANDINGS 8 BALCONIES SHALL BE SPACED TO PREVENT FRAMING MEMBERS W/NAILS OR STAPLES TO PROVIDE AT LEAST I-3/4" PENETRATION •
MAXIMUM CONCRETE
FOR FOUNT RATIO MUST NOT EXCEED 0.65. E.VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED,SHALL $E PASSAGE OF A 4" DIAMETER SPHERE. INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL ARC-FAULT CIRCUITS AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BACK-UP. StructmnlEngiaeenIT&CovScgiegation
DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS 6415 LAKE WORTH ROAD
10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH,OR BE BENT SUITE 105
SITE PLAN NOTES REINFORCING BARS TO CONTINUE UNINTERRUPTED. 14. PRE-WIRE FOR GARAGE DOOR OPENER SENSOR. GREENACRES, FLORIDA 33463
OVER A RIB WHEN RIB LATH 15 INSTALLED. 5HEATHING: 14 GAUGE 5TAPLE5 I LEG,1/I6 WWW.QEASSOCIATES.COM
HORIZONTAL: 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 8 KITCHEN HOODS SHALL NOT GROWN METAL MTL. FRAMING: SELF TAPING SCREWS#12 x 1/2" WASHER HEAD STAPLES NM sTgMe.,
VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. SHALL NOT BE USED FOR 5OFFIT5 OR GEILING5 15. PROVIDE ARC,-FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, P�,. �ENS'•gG'. Digitally signed
I. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL ,i: e .�
LOCATION OF THE HOUSE, POOL,DRIVEWAY5 AND 51TE FEATURES ONLY. THE G.G. OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM DINING, FAMILY ROOMS,DENS/LIBRARIES,BEDROOMS,SUNROOMS,CLOSETS,HALLWAYS, ,�; N" e, " .s
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED SCHEDULE. Ib. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION,BONDING KITCHEN AND LAUNDRY ROOMS OR 51M. ROOMS PER NEC 210.12. by Shawn
BEAM SCHEDULE NOTES OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. '°� so R`F Stambaugh
SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR IS RESPONSIBLE ,T•:�< P:'�2:
LAYER OF WATER BARRIER OR BY IN5TALLING A HOUSE WRAP BENEATH THE WATER I6. SMOKE DETECTORS: Se;
FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS,SET BACKS, B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER ,,, NA E,,�`'
AND ALL 51TE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS TYPE REINFORCEMENT SPACED NOT MORE THEN Ib 0/0 VERT. REINFORCEMENT SHALL FRAMING NOTES BARRIER. I6.1. REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. Tha=bee'ee«,°nlcaly Date:
I. SCHEDULED HOOPS AND 5TIRRUP5 SHALL BE PLACED AT EACH END (E.E.) OF BEAM OR 16.2.CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET "ned=ndsexledbyShaw^
OCCUR BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LE55 bugh,PE°^thed._h°n.,i^ga 2021.06.30
THROUGHOUT(T.O.) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 1. THE TRU55 AND FLOOR 5Y5TEM LAYOUT SHOWN ON TH15 SHEET 15 5GHEMATIC IN 11. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A �9 alSign Ufe
CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING _ _ THEN 24 BEYOND THE OPENING. PROVIDE e) MIN EMBEDMENT INTO CONCRETE COLUMNS BATHTUB OR SHOWER UNLE55 TH15 WOULD PREVENT PLACEMENT OF A SMOKE ALARM P^ntdaopiezo1 °OCO e^Ldfe 13:18:56-04'00'
AND CONSTRUCTION. NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR 54 AND HOOPS SHALL BE TYPE T 2 TYPICAL GO51 BAR BENDS UNLESS OTHERWISE AND BEAMS AND FULL DEPTH LAPS AT ALL MA50NRY "L" AND 'T' INTERSECTIONS. REQUIRED BY SECTION R314.3. hesigna`e1�d"-bo eaeda NATURE. HOWEVER,THE 5UPPORTING 5UPER5TRUCTURE HAS BEEN DESIGNED UNDER THE 112G 1-1/2" LONG AND .120" DIAMETER U.N.O.
NOTED. A55UMPTION THAT THE FRAMING 50HEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 '°°°°v
RESOLVES THESE CONFLICTS. AND FLOOR 5Y5TEM DE5I6NER5 LAYOUT. 15. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL,FIRE RATE P05T AS FOLLOWS: 16.5.NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE Shawn M. Stambaugh, PE
2. ALL BEAM (MARK T") TOP BARS SHALL BE CONTINUOUS UNLE55 OTHERWISE NOTED 5. GENERAL: WRAP POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH(1) FOLLOWING LOCATIONS UNLE55 THIS WOULD PREVENT PLACEMENT OF A SMOKE FL. LIC. 61850 - C.A. 26210
CONCRETE NOTES 2. TH15 FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS,MAJOR G.T. BEARING LAYER OF 5/6" TYPE "X" GYPSUM WALL BOARD. TH15 WILL PROVIDE A ONE HOUR RATING ALARM IN A LOCATION REQUIRED BY SECTION R314.3.
3. ALL TIE BEAMS(MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH T.M.S. 402-I6,BUILDING CODE POINTS,ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME FOR THE POST. - IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM
REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE A PERMANENTLY INSTALLED COOKING APPLIANCE.- IONIZATION SMOKE ALARMS
I.CONCRETE SHALL CONFORM TO A5TM Gg4/G g4M-ISA,SHALL HAVE A MAXIMUM BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. REQUIREMENTS FOR MASONRY STRUCTURES. PROFE5510NAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE WITH AN ALARM-SILENCING 5WITGH SHALL NOT BE
HATER/CEMENT RATIO OF 0.65 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN STRUCTURAL REV1510N5 ACCORDINGLY. Iq. TRU55 MANUFACTURER SHALL DE51GN TRU55E5 TO COMPLY WITH ALL 5UPERIMP05ED INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING
28 DAYS (UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE 4.BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS S. CONSTRUCTION SHALL BE IN ACCORDANCE WITH T.M.5. b02-Ib,SPECIFICATIONS FOR WIND LOADS PER F.B.G. 2020. APPLIANCE.
WITH AGI 50-14 AND TM5 402-2016. ALL CONCRETE MASONRY WORK SHALL BE IN FROM ADJACENT BEAMS. (UNO). MASONRY STRUCTURES AND THE COMMENTARY ON 5PECIFICATION5 FOR MASONRY 3. FINAL SIGNED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET
ACCORDANCE WITH TMS 403-2011. STRUCTURES. SUBMITTED TO TH15 OFFICE FOR REVIEW. TRUSS AND FLOOR 5Y5TEM DE5IGNER5 MUST HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 8 DOOR HEADS(2&" MAX.) PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN.
2. MINIMUM CONCRETE COVER OVER REINFORCING 5HALL BE: SLABS ON VAPOR ADD 245 BOTTOM IF DROP EXCEEDS 5". C. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE I. ALL HEATING,AIR CONDITIONING,REFRIGERATION AND VENTILATION EQUIPMENT SHALL
BARRIER - 5/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (5) COPIES OF SHOP CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE 5 CARBON MONOXIDE ALARM BUILDING
BE INSTALLED WITHIN 10' OF A ROOM USED FOR
UNFORMED CONCRETE BELOW GRADE-3" b. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK ORAWING5 AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION . SLEEPING PURPOSES WHEN THE BUILDING HAS I F0551L BURNING HEATER OR APPLIANCE,
ACCORDANCE WITH SECTION 2122.2.4 F.B.G. A FIREPLACE,OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE
WORK. REGISTERED ENGINEER,OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH
3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615/A 615M-150e1. 6. VERTICAL CELLS FOR MA50NRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/EN6INEER5 REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWINGS 15 2. A 4 CLEARANCE 15 TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. ALARMS SHALL HAVE BATTERY BACKUP. IF USED,A COMBINATION SMOKE/CARBON
1. ALL ADDED LOGITUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO SUFFICIENT TO MAINTAIN A CLEAR,UNOBSTRUCTED CONT. CELL. A COURTESY BY THE ARCHITECT/ENGINEER AND IN NO WAY RELIEVES THE MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED W
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL SUPPORT UNLE55 OTHERWISE NOTED. MANUFACTURER OF H15 RE5PON51BILITY TO PROVIDE A LAYOUT THAT FULLY 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED TESTING LABORATORY.
OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED 1. GLEANOUT OPENIN65 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ENGINNER5 SUPERSTRUCTURE. IF THERE 15 ANY A55EMBLIE5 IF ANY.
BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. 8. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL EACH LIFT OVER 4'-0" HIGH. CLEANOUT5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRU55 AND FLOOR SYSTEM 0.TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS
SPECIFICATIONS. INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF THE SPECIFIC 4. ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 $ 20A RECEPTACLES PER NEC 40b.11
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY AREAS OF CONCERN. JUMPERS OR TRANSFER GRILLES.
SUPPORT ALL LOADS DURING CONSTRUCTION. q. ONE-QUARTER OF MAXIMUM BOTTOM REINFORCING 5TEEL AREA OF EITHER ADJACENT STEEL NOTES Ig. INTER5Y5TEM BONDING TERMINATION FOR CONNECTING INTER5Y5TEM BONDING AND W BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A GLA55 "A" TEN51ON LAP SPLICE 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC, AHU AND MISC. EQUIPMENT. 5. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV,COMMUNICATIONS,RADIO,CAN,
b. VOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER ON EITHER SIDE OF SUPPORT. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6 ABV. ADJOINING GRADE. ETC. PER NEC 250.114. (A) OR(B) Q
OF DOWEL5 A5 VERTICAL BARS ABOVE. TRU55 VRAWIN657HE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-O"xq'-O" PAD FOR DOUBLE UNIT. Q
10. MARK "G" IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "SPECIFICATION FOR THE DESIGN, COORDINATION BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN
1. REINFORCING STEEL SHALL BE LAPPED 48 BAR VIA. MIN. WHERE SPLICED AND SHALL REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" . MATERIALS SHALL REQUIREMENTS. 20. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 15 PERCENT OF THE H
BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOW5: W SHAPES - A11g2/A LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
REINFORCING AT EACH FACE. LAP 48 BAR PIA. MIN. gglM-Oba,OTHER 5HAPE5 - A36/A 36M-14, PLATES A36/A 36M-14,BOLTS - A 501-14 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAM5, PLUMBING NOTES HIGH-EFFICACY LAMPS. VV11 0
TUBULAR - A5TM A500/A50OM-15 GRADE B(46 K51) COLUMNS,AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR 5Y5TEM W J
21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A ILL8. PLACING DRAWINGS ON BAR LI5T5 SHALL CONFORM TO AGI'S "MANUAL OF STANDARD VRAWIN65,51ONED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, CEILING 5HALL BE DESIGNED FO THE PURP05E AND SHALL BE REQUIRED TO SUPPORT A
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING 50CIETY F.B.G. FLOOR DRAINS TO HAVE TRAP PRIMERS PER F.B.0 10024. LUMINAIRE WEIGHING A MIN. OF 23KG(50 LB). NEC 314.21A.
CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND Q
A.W.5. A5.1 E10XX. BOTTOM EACH STUD. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.G. 22.PROVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE
ENERGIZED SUCH AS SERVICE EQUIPMENT,PANEL BOARDS,D15GONNEGT5 ETC.AS PER NEC, 110.2b z z
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11. [� Q Z)
23.ALL GFI SHALL BE INSTALLED IN READILY ACCESSIBLE LOCATIONS PER NEC,210.8.
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10-0 FROM ROOF JACKS. 0
PROPOSED RESIDENCE
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12 OFF THE BUILDING. CODES USED. � U) w
6. 5HOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HOWER HEADS SHALL -FLORIDA BUILDING CODE 1TH EDITION(2020) M w
D U H A M E LSMOOTH , f ,
ABBREVIATIONS BE FINISHED WITH A NONA55ORBENT SURFACE TO A HEIGHT NOT LE55 THEN w J
10 INCHES ABOVE THE DRAIN INLET. -FLORIDA BUILDING CODE -RESIDENTIAL 1TH EDITION(2020)
M.G. MEDICINE CABINET 5MS SHEET METAL 5CREW5 1. CAULK OR SEAL FIXTURE/PLUMBING PENETRATIONS AND ABUTMENTS TO P1551MILAR - NEC, 2014 J
ABV ABOVE EXT. EXTERIOR M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS - ASGE-1-Ib w
MATERIALS. DO NOT USE ALL-PURPOSE JOINT COMPOUND OR PAPER TAPE IN NET 0
AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING CODE AREAS. . . . Q J z C!�
AHU AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD 5TL. STEEL
MAX. MAXIMUM SW 5WITGH
B.F. BI FOLD FR FRENCH DOOR MFR. MANUFACTURER S.W.O.T. SHEARWALL OVERTURNING FORGE 8. ALL 5HOWER HEADS SHALL BE EQUIPPED W/ANTI-50ALVING PROTECTION PER CODE. p r o J e G t
B.P. BI PA55 FIN. FINISHED
BLK. BLOCK FL. FLOOR MICRO. MICROWAVE TEMP. TEMPERED
BLW. BELOW G.T. GIRDER TRU55 MIN. MINIMUM T.B. THROUGH BOLT
BRO. BEARING GA. GAUGE M.O. MA50NRY OPENING T.O. THROUGH OUT
BTM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.O.B.B. TOP OF MASONRY BOND BEAM LOAD SCHEDULE DRAWING INDEX
GLG. CEILING GFI GROUND FAULT INTERRUPT MTL. METAL T.O.PL. TOP OF WOOD PLATE
GMU CONCRETE MA50NRY UNITS GL. GLA55 O.H.D. OVER HEAD DOOR T.O.T.B. TOP OF TIE BEAM LOCATION LIVE DEAD TOTAL U
COL. COLUMN GWB GYPSUM WALLBOARD 0/C ON CENTER TYP. TYPICAL
GONG. CONCRETE GYP. BD. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWISE GROUND FLOOR 40 60 100 6-1 COVER SHEET -1 z
05MT. CASEMENT HOT. HEIGHT P.5.F. POUNDS PER SQUARE FOOT UL UNPERWRITER5 LABORATORIES SECOND FLOOR 40 25 65
DBL. DOUBLE HPS. HOOPS P.S.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD TOP CHORD 40 20 A5-1 51TE PLAN J
VIA. DIAMETER HR HOUR P.T. PRE55URE TREATED W.A. WEDGE ANCHORS BOTTOM CHORD 0 5
0I5P. DISPOSAL H5 HORIZONTAL SLIDING PART'N. PARTITION W/ WITH BALCONIES 60 25 85 A-I FLOOR PLAN I t 2 W
DP DE51ON PRE55URE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WG WATER CL05ET ROOF 30 25 55 U Ul
DR. DOOR INS. INSULATION PLYWD. PLYWOOD PC. WOOD TOP CHORD 30 IS A-2 ELEVATIONS z
VW P15H WASHER INT. INTERIOR R.O. ROUGH OPENING BOTTOM CHORD 0 10 A-3 SECTIONS $ DETAILS > OU
E.E. EACH END LG. LONG 5.0. 50LID GORE BTM. CHORD-ATTIC 10 0
ELEG. ELECTRICAL LIN. LINEN S.G.D. SLIDING GLA55 DOOR NO STORAGE(NOWCONGURRENT) 5-1 FOUNDATION PLAN W -
ELEV. ELEVATION LT. LIGHT 5F SQUARE FOOT BTM. CHORD-ATTIC 20 0 In tJ
E.5. EACH SIDE L.T. LAUNDRY TUB 5H 51NGLE HUNG STORAGE(C.ONaRRENT) 5-2 FRAMING PLANS z
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NETTLES ISLAND , S T. L U C I E COUNTY FLORIDA RAIN: 5-2.1 FRAMING DETAILS 6 SCHEDULES (� <
ADDT'L TOP CHORD * 0 ILL
INTEN51TY 4.5 in/hr 5-3 BRACING PLANS 8 DETAILS Cn
k-N/A E-I ELECTRICAL PLAN ( , W 0
(IF 5LOPE>15:12 OR HIP ROOF OR NO 055MUGTION FOR \`// Q
ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND RAIN WATER DRAINAGE) M-1 MECHANICAL PLAN -
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DUPLEX RECEPTACLE/ARC, � SINGLE RECEPTACLE n HVAG � PADDLE FAN W/ � CARBON MONOXIDE/
FAULT INTERRUPTS 12" A.F.F. DEDICATED THERM05TAT OR NO/LIGHT ° SM. DETECTOR COMBO ULTIMATE WIND SPEED = 110 m.p.h. W
DUPLEX RECEPAICLE 51NOLE RECEPTACLE INTERCOM CARBON MONOXIDE NOMINAL WIND SPEED = 152 m.p.h. 0
11- � Q FLOURESGENT C DETAIL O 000# MAX. TRU55 CONNECTOR ARCHED OPENING SEE
IUG UNDER COUNTER GFI DEDICATED GFI AT 60" A.F.F. LIGHT FIXTURE DETECTOR # SCALE # DOOR LABEL LABEL RI5K CATAGORY = 11
TO-0 PLAN OR ELEV.
DUPLEX RECEPTACLE AT /Il 51NOLE RECEPTACLE SECURITY FLOURE50ENT SMOKE BUILDING DESIGN AS ENCLOSED
c b" ABV. COUNTER TD DEDICATED UNPERGOUNTER KEYPAD LIGHT FIXTURE SD DETECTOR O WINDOW LABEL N INTERNAL PRE55URE COEFFICIENT = +/- 0.0
DUPLEX RECEPTACLE GARAGE PUSH INCANDESCENT LIGHT GROUT FILLED CELL SEE EXP05URE CATEGORY = V
Q�GFi $ 5WITGH 4 SPEAKER # DETAIL TNORTH ARROW d r a w i n g
II GROUND FAULT INTERRUPT SINGLE POLE I BUTTON FIXTURE CEILING MOUNTED IN GLG. owc. SCALE FOUNDATION PLAN MEAN ROOF HEIGHT = 21'-2"
(]DeFi DUPLEX
GOUNTEO GROUND FAULT INTERRUPT5WITGH 4 DOOR BELL � INCANDESCENT LIGHT �❑ HOME OUN G#
�7 > ROOF SLOPE 5:12
15 THREE WAY FIXTURE- VAPOR PROOF COLUMN LABEL ROOF DEAD LOAD FOR WIND
� DOOR CHIME BREAK LINE POURED CONCRETE DESIGN TAKEN AT 10 p.s.f.
�j COVER SHEET
® DUPLEX RECEPTACLE 5WITGH INTERIOR INCANDESCENT LIGHT (� VOLUME # SECTION COLUMN
TOP REC.5WITCHED 4 FOUR WAY G.V. CENTRAL VACUUM FIXTURE WALL MOUNTED i CONTROL SCALE # FOOTING LABEL NOTE: TH15 STRUCTURE 15 DESIGNED IN
DUPLEX O
GFI GROUND FFAULTTINTERRUPTERPROOF $D DIMMER RECEPTACLE ® HI HAT- RECESSED �6 OAS DROP ACCORDANCE WITH CHAPTER I6 OF THE 2020
NON-BEADING FRAME FLORIDA BUILDING CODE AND ASGE 1-I6.
CONSTRUCTION
DUPLEX RECEPTACLE 8" ABV. GV CENTRAL VACUUM ED - - - - FRAME CONSTRUCTION
SHEARWALL LABEL ABOVE OR BELOW THESE PLANS WERE PREPARED
G TELEPHONE OUTLET HI HAT- RECE55ED LV LOW VOLTAGE - - - -
�>�i�I COUNTER WATERPROOF GFI AT 12" A.F.F. SECURITY ® VAPOR PROOF PANEL Dwc SCALE SECTION BEARING FRAME
RGUADRUPLEX ECEPTACLE TELEPHONE OUTLET LIGHTS RE EYEBALL EP D SITCH GONNEGT ELEV. BEAM HEIGHT CONSTRUCTION USING THE 2020 FLORIDA
s h e e t
BEAM LABEL ELEV.
FLUSH IN FLOOR �o LED LIGHT # CHANGE
DUPLEX RECEPTACLE DEDICATED EXHAUST ELECTRICAL o 2' 4' 8
FLUSH IN FLOOR � DATA LINE ® FAN BOX � FAN ® BREAKER PANEL BUILDING CODE, 7T H E D. - G_�
2 1'-O" � �gLO'-O
REVISION "FIN.FL.SLAG FLOOR ELEVATION MASONRY CONSTRUCTION
20 V. REGEPTAGLE TELEVISION JACK JUNCTION BOX/GLG. F L EXHAUST FAN � FD..4L. METER SCALE:1/8"=a GRAPHIC SCALE TYPICAL BUILDING AND AS C E 7-16.
AT 12" A.F.F.
4 PREWIRED ❑ MOUNTED LOW VOLT. /LIGHT COMBO