HomeMy WebLinkAboutBuilding Plansiq
WINDOW SCHEDULE
WINDOW SCHEDULE
MARK
TYPE
STYLE
NOTES
WSIZ
H
+D.P'-
001
SH26
SINGLE HUNG
T-1"
64"
40.40
43.92
002
PICTURE 24
PICTURE
T-1"
4'-2 3/4"
41.50
45.01
OPAQUE
003
PICTURE 24
PICTURE
T-1"
4'-2 3/4"
41.50
45.01
OPAQUE
004
PICTURE
PICTURE
T-0"
2'-0"
41.5
45.01
005
SH25
SINGLE HUNG
T-0"
5'-0"
40.40
43.92
EGRESS
006
SH25
SINGLE HUNG
3'-0"
5'-0"
40.40
43.92
EGRESS
007
SH25
SINGLE HUNG
T-1"
5'-3"
40.40
43.92
008
SH25
SINGLE HUNG
T-1"
5'-3"
40.40
43.92
009
SH25
SINGLE HUNG
T-1"
5'-3"
40.40
43.92
010
SH25
SINGLE HUNG
T-1"
5'-3"
40.40
43.92
011
SH25
SINGLE HUNG
3'-1"
5'-311
40.40
43.92
EGRESS
DOOR SCHEDULE
MARK
STYLE
DOOR
D.P.
NOTES
WD
HGT
+
-
001
SINGLE EXTERIOR
3'-0"
8'-0"
39.02
42.54
NOTE #5
002
SINGLE
2'-8"
8'-0"
003
SLIDING DOUBLE
5'-0"
8'-0"
004
SINGLE
2'-8"
8'-0"
005
SINGLE
2'-811
8'-0"
006
SINGLE
2'-8"
V-0"
007
SINGLE
2'-8"
8'-0"
008
SINGLE
2'-6"
8'-0"
009
SINGLE
2'-6"
8'-0"
010
BIFOLD
1'-6"
8'-0"
011
SLIDING DOUBLE EXTERIOR
6-0"
8'-0"
37.15
40.67
012
SINGLE
2'-0"
8'-0"
013
SINGLE
2'-6"
8'-0"
014
SINGLE
2'-8"
8'-0"
015
BIFOLD
2'-4"
8'-0"
016
SINGLE
21-4"
8'-0"
LOUVERED
017
SINGLE
2'-8"
8'-0"
NOTE #2
018
OVERHEAD
16--0"
T-0"
35.03
42.00
NOTE5:
I. ALL WINDOW 4 DOOR GLAZING TO BE LOW-E.- NON IMPACT - (IMPACT OPTIONAL)
2. 6ARA6E ENTRY DOOR SHALL BE SOLID WOOD DOOR NOT LESS THAT 1-515" IN THICKNESS, SOILID OR
HONEYCOMB -GORE STEEL DOOR NOT LESS THAN 1-5/b" THICK OR 20 MIN. FIRE FATED DOOR, EQUIPPED WITH SELF-
GL051N6, DEVICE. PER FBG-R5023.1
5. VERIFY ALL OPENING PRIOR TO MANUFAGTURIN6 WINDOW 4 DOORS.
4. ALL EXTERIOR WALL OPENIN65 IN EUWIN66 (DOORS, WINDOWS) WILL BE FILLY PROTECTED WITH IMPACT
RESISTANT COVERINGS - 51-lUTTERS.
S. WITH ALUMINUM THRESHOLD: DE51(SNATED EMIERS-ENCY MEANS OF ESCAPE PER FB.G 2011.
Category /Subcategory
PA # or NOA#
Manufacturer
Model
Number
Product
Design Pressures
Exterior Doors
W
I-)
Swinging
FL 20468.6
Therma-Tru
Smooth Star
50.00
50.00
Sliding
FL 29078.2
CGI Windows and Doors
SGD-4130A
55.00
65.00
Sectional 16 x 7
FL 16107.38
Clopay
GD4L 2 CAR W6
38.00
42.00
Sectional 16 x 7
FL 16107.3
Clopay
73 2 CAR W6
36.00
42.00
Windows
Single Hung
FL 23358.2
CGI Windows and Doors
SH-4100A
55.00
65.00
Fixed
FL 26095.2
CGI Windows and Doors
PW-4120A
55.00
65.00
Mullion
18-0129.08
CGI Windows and Doors
Series Clipped
90.00
90.00
Roofing Products
Roofing Tiles
FL7473.1
Eagle Roofing Products
Concrete tile�OeN
N/A
Underlayment
FL9777.1
Owens Corning
Weatherloek G
N/A
Roof Vents
19-0109.02
O'Hagm Manufacturing, LLC
O'Hagin's Cloaked Ve
N/A
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REVIEWED CHITECT RAL
CODE COMPL
ST. LUCIE COC W
BOCC
Architecture
Q Planning
300 Avenue of Champions
260
FILE ^ Suite R>�Beach Gardens,
Florida 33418
Phone 561.202.6990
Fax 561.296.2494
archstudio0.com
drawing
FLOOR PLAN
sheet
A-1
GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES (GONT'D) ELECTRICAL NOTES
I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X 6" X WIAXWI.4 S. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER
I. TYPE OF GONSTRIIGTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER I. CONCRETE UNITS TO BE ASTM G g0-14. ASTM GRADES NI OR NIT. PROVIDE PRECAST I. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED I. CONTRACTOR SHALL VERIFY WITH F.P.dL. THE LOCATION OF SERVICE AND SHALL
FLORIDA BUILDING CODE 2011. HA.M. ON 6 MIL VISQUEEN (OR EQUAL) ON GLEAN PELL COMPACTED FILL. MA SHALL LINTELS AS NECESSARY. On = 1500 P51) FOR REINSPEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN GON5TRUGTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER LOCATE METER d PANELS AS REWIRED.BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. CONSTRUCTION.
2. GONL5TRUGTION SHALL FOLLOW THE FLORIDA BUILDING GORE AS ADAPTED BY THE SUPPORTED AT 3'-0" O/C EACH WAY WITH APPROVED MATERIALS. 2. MORTAR TYPE M PER ASTM C 210-12a 2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE.
COUNTY AND ALL APPLICABLE AMENDMENTS. 2. PROVIDE 3" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT 1. ALL WOOD IN CONTACT WITH MA50WY OR CONCRETE SHALL BE PRESSURE TREATED.
2. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 3. ASTM C416 GROUT PROVIDE AN APPROVED M015TURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
(HVAG, ECA CO ER/bRYERI LOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.G. 5. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS MECHANICAL GORE. GEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. COPPER OF EQUAL AAPACITY.
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER A. CELLS LINTEL-5 AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 2500
4. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE SERVICES. PSI ASTM 6416 6ROUT. 5. PROVIDE Ix2 P.T. FIRE5TOP 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 RE5PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL 5LAB5 TO PREVENT
REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. 5AGKGHAR6E5 WILL NOT BE 5. ALL REINFORCING STEEL TO BE CRAVE 60. B. THE MIX DE51ON SHALL BE APPROVED BY THE ENGINEER F.B.G. SECTION R302.11. COLLAPSE OR DAMAGE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO
ACCEPTED.. DO NOT SCALE DRAWINGS. 4. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS 11. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE EN&NEERED AND CONSTRUCTION.
OTHERWISE NOTED. G. ALL CONCRETE SHALL BE OF A FLUID CONSISTENCY WITH A SLUMP OF q"-II" MAX., 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION
5. SUBMIT MINIMUM THREE (5) COPIES OF SHOP DRAWINGS A5 REQUIRED BELOW. EWHICH MEANS THAT THE CONSISTENCY SHALL BE AS FLUID AS P0551BL.E FOR AND ON A HALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 51DE OF THE STAMPED BY THE TRU55 MANUFACTURER (UNLESS NOTED OTHERWISFa 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
FRAME CONSTRUCTION DEPENDING ON ALL H
5. FOOTING DESIGN BASED ON ASSUMED 501L BEARING CAPACITY OF 2500 P.S.F., POURING HITHOUT SEGREGATION OF THE CONSTITUENT PARTS. DOOR (46" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR SPECIFICATIONS.
6. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE WITHIN 36" OF TUBS AND 5HONER5 WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE 2. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI25 UNLESS
CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR SOIL BEARING CAPACITY OD ALL 1. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
ENERGY REQUIREMENTS OF THE F.B.C. GRAFTER 13 ENERGY EFFICIENCY. CONTRACTOR D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF TEMPERED. ALL GLASS IN 51DELI6HT5, SLIDING GLASS DOORS AND FRENCH DOORS OTHERWISE NOTED. (FOR WO
SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD REPORT BY A FLORIDA REGISTERED ENGINEER. THE ENGINEER SHALL BE TEMPERED. THICKNESS).
IN ACCORDANCE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE bALL 511E PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE SITE 5. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHE5 AT A/C EQUIP. AND AT
.
SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 4. REINFORCING: S. EGRESS WINDOWS SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF TOOLS. 13. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL FUMF5 NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
SPECIFIC 6EOTECHNICAL REPORT MUST BE STRICTLY ADHERED TO. EGRESS WINDOV5 SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20' WIDE, AND MIN. PROVIDE ALLOWABLE STRESS VALUES OF 1200 P51 IN BENDING FOR A SINGLE MEMBER RECOMMENDATIONS.
1. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR VERTICAL: NET AREA OF 5.1 S.F. FOR 21d FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. USES. q0 PSI IN HORIZONTAL SHEAR AND 5HALL HAVE A MODULES ELASTICITY OF 1600
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. C FILLEAN PEALED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH KSI OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. q. PROVIDE 6F01 PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN,
GLEAN WELL GRADED SAND IN 12" MODLIFIFIED
PROCTAX)OR
AND VIBRATORY COMPACTED TO A. ASTM A615/A 615M-12. PER REINFORGIN& SECTION (GRADE 60). AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0' DROP, THE SILL LAUNDRY AND WET BAR OUTLETS PER NEC 210.6(A).
8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557LIRE SHALL BE NO LESS THAN 56' A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE
8. AFTER STANDARD GLEANING AND 6RU(BBING HAS BEEN COMPLETED AND APPROVED, B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, IT SHALL NOT CHANNEL TYPE STUDS AT 24` 0/0 WITH MATCHING TRACKS TOP AND BOTTOM, WITH 1/2" 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS
q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT 15 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. GYPSUM DRYWALL EACH SIDE. ATTACH ORYHALL WITH I' LONG BUGLE HEAD DRYWALL SELECT P BY OWNER
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 5CREH5 AT 12" O/c; MAX.
10. ALL WINOOW5 AND DOORS SHALL BE CAULKED AND WEATHER STRIVED. WINDOW GROUND. b. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER FB.C. SECTION 24-15 UNLE55 11. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN.
UNITS SHALL DISPLAY LABELS 5HOWING COMPLIANCE WITH THE F.B.G. ENERGY q SLABS SHALL NOT BE LOADED UNTIL 12 HOURS HA5 ELAPSED. C. VERTICAL REINFORCING 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 5HEATHIN6 SHALL BE 50' V-&ROVE OR DIMPLED. CEILINGS AND
CONSERVATION CODE. FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5UBSTATE AT 4" OX AS FOLLOWS; 12. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC, SEC. 410.8.
11. ALL CONSTRUCTION IN BROWARD AND DARE COUNTIES SHALL COMPLY WITH THE 10. SPLICES SHALL BE 4& BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AS SET FORTH IN CHAPTER 16. CONCRETE: 5/4" LONG STUB NAILS H/ 50' HEAD. HORIZONTAL AND VERTICAL WOOD
AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. WAY. D. VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND AS INDICATED IN FRAMING MEMBERS H/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT
HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C.THE COLUMN SCHEDULE. 11. PICKETS AT STAIRS, LANDINGS d BALCONIES SHALL BE SPACED TO PREVENT INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL PROTECTION PER NEC SE0.210.12 SMOKE DETECTORS SHALL BE CONNECTED TO
11. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER PASSAGE OF A 4" DIAMETER SPHERE. WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS ARC -FAULT CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTER BACK-UP.
REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY.
THE BUILDING OFFICIAL. TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW 10. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS. OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAZE STAPLES I" LE6,1/16"
SITE PLAN NOTES ONLY IF REQUESTED
REINFORCING BARS TO CONTINUE UNINTERRUPTED. CROHN METAL MTL. FRAMING: SELF TAPING SCREWS •12 x 1/2' WASHER HEAD STAPLES 14. PRE -WIRE FOR GARAGE DOOR OPENER SENSOR.
12. CONCRETE FOR FOUNDATIONS AND FOOTIN65 SHALL BE 2500 PSI MIN. 11. IN ZERO LOT LINE HOMES: DRYER VENT5, EXHAUST FANS d KITCHEN HOODS SHALL NOT SHALL NOT BE USED FOR SOFFITS OR CEILINGS
1, THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOGUMENT5 15 FOR GENERAL MAXIMUM HATER/CEMENT RATIO MUST NOT EXCEED 0.65. HORIZONTAL: VENT THROUGH THE SIDE HALL AND MUST MAINTAIN A 10'-0" SETBACK. 15. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING,
LOCATION OF THE HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE S.C. OR 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, SUNROOM5, CLOSETS, HALLWAYS,
OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LICENGED A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM OF THE PLASTER TO THE HATER BARRIER SHALL BE PREVENTED BY PROVIDING A DEL. KITCHEN AND LAUNDRY ROOMS OR SIM. ROOMS PER NEC 210.12.
SURVEYOR AT 50 FEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESFON51BLE BEAM SCHEDULE NOTES SCHEDULE LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER
FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, FRAMING NOTES BARRIER. 16. SMOKE DETECTORS:
AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS B. HORIZONTAL JOINT REINFORCEMENT SHALL WN515T OF AT LEAST q GAGE LADDER 16.1. REQUIRED ON ALL HVAG UNITS WITH 2001 GFM OR MORE.
OCCUR BETHEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/G VERT. REINFORCEMENT SHALL 1T PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF 162. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 5 FEET
I. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENIN66 AND EXTEND NOT LESS 1126 1-1/2' LONG AND .120" DIAMETER U.N.O. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A
CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING I. THE TiU55 AND FLOOR SYSTEM LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN
THROUGHOUT (TA) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE THEN 24" BEYOND THE OPENING. PROVIDE 8 MIN EMBEDMENT INTO CONCRETE COLUMNS BATHTUB OR SHOWER UNLE55 THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM
AND EVES TEES C FL WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN PARALLEL
UNDER THE
5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND `T" INTERSECTIONS. I6. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE POST AS FOLLOWS: REQUIRED BY SECTION R314.5.
RESOLVES THESE CONFLICTS. ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 WRAF POST ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (U
NOTED. 16.3E NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE
AND FLOOR SYSTEM DESIGNERS LAYOUT. LAYER OF SW TYPE 'X" GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING
CONCRETE NOTES 5 GENERAL. FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE
2. ALL BEAM (MARK "B"} TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED FOR THE POST. ALARM IN A LOCATION REQUIRED BY SECTION R314.3.
A. STRUGTRAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-13/ A.S.GE2. THIS FRAMING SCHEME (DIRECTION OF TR055E5 AND
. 5-13/T.M.S. 402-Ib, SLABS, MAJOR G.T. BEARING -IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM
5. ALL TIE BEAMS (MARK "T3") REINFORGIN6 SHALL BE CONTINUOUS THROUGH TIE- BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME 14. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED A PERMANENTLY INSTALLED COOKING APPLIANCE.
I. CONCRETE SHALL CONFORM TO ASTM Gq4/G q4M-Oq, SHALL HAVE A MAXIMUM PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE WIND LOADS PER FB.G. 2011E
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 4B BAR DIAMETERS. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. -IONIZATION SMOKE ALARMS WITH AN ALARM-51LENGING SWITCH SHALL NOT BE
WATER/CEMENT RATIO OF Ob5 AND SHALL HAVE 5000 PSI COMPRESSIVE STRENGTH IN STRUCTURAL REVISIONS ACCORDINGLY. INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING
2b DAYS ( UNLESS NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-15/A.S.L.E. 6-15/T.M.S. APPLIANCE.
WITH AGI 518-14 AND AGI 501-10. ALL CONCRETE MASONRY WORK SHALL BE IN FROM ADJACENT BEAMS. (UNO). 602-I6, SPECIFICATIONS FOR MA50NRY STRUCTURES AND THE COMMENTARY ON 3. FINAL SIGNED AND SEALED ENGINEERED TRU55 AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LESS THAN 6 FEET
ACCORDANCE WITH AGI 550-15. SPECIFICATIONS FOR MA50NRY STRUCTURES. SUBMITTED TO TH15 OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM PM15NERS MUST HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE.
5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW d DOOR HEADS (26" MAX) PROVIDE ALL TRUSS CONNECTIONS A5 PART OF THE DESIGN.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
ADD 245 BOTTOM IF DROP EXCEEDS 6". G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE 1. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 10' OF A ROOM USED FOR
CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE
BARRIER - 3/4" BEAMS AND COLUMNS - I I/2" FORMED CONCRETE BELOW GRADE-2 BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRUSS AND FLOOR ENGINEERING
MANUFACTURER SHALL SUBMIT THREE Y COPIES OF SHOP SLEEPING FUW05M HHEN THE BUILDING 14M A F0551L BURNING HEATER OR APPLIANCE,
UNFORMED CONCRETE BELOW GRADE-3" ACCORDANCE WITH SECTION 2122.2.4 F.B.G. DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING CADS ENERGY CONSERVATION . A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE
6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK REGISTERED ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING T"10 (2) COPIES FOR BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH
3. REINFORCING STEEL: GRADE 60 (FY=60.000) AST"1 A615/A 6I5M-Oq. WORK. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ EN61NEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRANIN65 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 L06ITUDIN AL BEAM REINFORCN6 SHALL EXTEND 6" MINIMUM INTO SUFFICIENT TO MAINTAIN A CLEAR, UN055TRXTED CANT. CELL. A COURTESY BY THE ARCHITECT/ ENGINEER AND IN NO WAY RELIEVES THE MONOXIDE ALARM SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED
3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL SUPPORT UNLESS OTHERWISE NOTED. MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY A55ENffiLIES IF ANY. TESTING LABORATORY.
OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED 1. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES HITH THE ARCHITECT/ ENCINNERS SUPERSTRUGTURE. IF THERE 15 ANY
BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. S. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL EACH LIFT OVER 4'-0" HIGH. GLEANOUT5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TW55 AND FLOOR SYSTEM 4ALLWEL
16. TAMPER RE515TANT REGEPTAGLE5 ARE REQUIRED IN DNELLIN6 UNITS IN ALL AREAS
. DLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED,
SPECIFICATIONS. INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN WRITING OF THE SPECIFIC SPECIFIED IN NEC 21052 FOR 125 VOLT, IS d 20A RECEPTACLES PER NEC 406.11
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-OUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT STEEL NOTES 5. A/o UNITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 14. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND
BEAM SHALL EXTEND THRU SUPPORT AND LEAP WITH A CLASS "A' TEN51ON LAP 5PLIGE 5. TRU55E5 TO BE LOCATIONS
HI TO CARRY LOADS OF ATTIC ATI AND MISC. EQUIPMENT. ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV. ADJOINING GRADE. GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, CATV,
b. DOWELS COLUMN AND HALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER ON EITHER 5117E OF SUPPORT. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ETC. PER NEC 250.g4. (A) OR (B)
OF DOWELS AS VERTICAL BARS ABOVE. 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISG "SPECIFICATION FOR THE DESIGN, TRU55 ORAWIN65.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE PADS SHALL BE A MINIMUM 4'-O"xq'-0" PAD FOR DOUBLE UNIT.
10. MARK Boll IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDIN65" . MATERIALS SHALL COORDINATION BETVSEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN 20. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF T5 PERCENT OF THE
1. REINFORCING STEEL SHALL BE LAPPED 4& BAR VIA. MIN. WHERE SPLICED AND SHALL REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. CONFORM TO THE APPLICABLE ASTM SPECIFICATION A5 FOLLOWS: W 5HAPE5 - AIA2/ II, REQUIREMENTS. LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE
BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM OTHER SHAPES - A56/A 56M-06, PLATES A36/A 56M-06, BOLTS - A 301-14 TUBULAR - PLUMBING NOTES HIGH -EFFICACY LAMPS.
REINFORCING AT EACH FADE. LAP 48 BAR VIA. MIN. b. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUG'URAL BEAMS,
ASTM A500/A50OM-15 GRADE B (46 K51) COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS AND FLOOR SYSTEM 21. BOXES AT LUMINAIRE CUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A
6. PLACING DRAHIN66 ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD DRAWINGS, 516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WIT14 SECTION 405, CEILING SHALL BE DESIGNED FO THE PURPOSE 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 HELPING SOCIETY F.B.O. LUMINAIRE WEIGHING A MIN. OF 25K& (50 LB). NEC, 314.21A.
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERHISE. "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AND 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 6043, FB.C.
A.W.S. A5.1 E1OXX. BOTTOM EACH STUD. 5. DISP051TION OF RAIN HATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 22.pRQVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. ENERGIZED SUCH AS SERVICE EQUIPMENT, PANEL BOARDS, P15CONNECTS ETC. A5 PER NEC 11026
S. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
. ,• b. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUE35 WITH SHOWER HEADS SHALL 23.ALL CFI SHALL BE INSTALLED IN READILY ACCF5515LF LOCATIONS PER NEC 210A
PROPOSED SINGLE FAMILY RESIDENCE BY: BE FINISHED KITH AEDRAT SMOOTH, INLET.NONABWRBENT SURFACE TO A HEIGHT NOT LESS THEN
10 INCHES ABOVE THE DRAIN INLET.
2 ST STREET, LLC. LOAD SCHEDULE CODES USED:
ABBREVIATIONS LOCATION: LIVE DEAD TOTAL FLORIDA BUILDINGCODE 6THEDITION (2011)
GROUND FLOOR 40 60 100
M.G. MEDICINE CABINET SM5 SHEET METAL SCREWS - FLORIDA BUILDING CODE - RESIDENTIAL bTH EDITION (2011)
ABV ABOVE EXT. EXTERIOR SECOND FLOOR 40 25 65
AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT 5T. STIRRUPS
A14U AIR HANDLER UNIT F.R. FIRE RATED M.T. METAL THRESHOLD 5T-. STEEL TOP CHORD 40 20 NEC 2014
B.F. BI FOLD FIR FRENCH DOOR MAX. MAXIMUM SW SWITCH j BOTTOM CHORD 0 5
B.P. BI PASS FIN. FINISHED MFR. MANUFACTURER 5.W.O.T. 5HEARWALL OVERTURNING FORGE BALCONIES 60 25 85 -+�`•GEr7-10
BLK. BLOCK FL. FLOOR MICRO. MICROHAVE TEMP. TEMPERED ROOF 30 25 55
MIN
BLH BELOW G.T. GIRDER TRUSS . MINIMUM TB. THROU6FI BOET 5412
BTD E L E O N AVE. TOP CHORD 50 15 DRAWING INDEX: STRUCTURAL
BLA BEARING GA. OIRDGAUGE M.O. MASONRY OPENING T.O. THROUGH OUT
MONO. MONOLITHIC, T.OBB. TOP OF MA50NRY BOND BEAM ' BOTTOM CHORD O 10 G-O OPTION SHEET 5-I FOUNDATION PLAN -COSTAL
"I. BOTTOM GALV. GALVANIZED M. METAL T.O.PL. TOP OF WOOD PLATE BTM. CHORD -ATTIC 10 O G-I COVER SHEET 5-2 FRAMING d BRACING PLAN
GL6. CEILING 6F1 GROUND FAULT INTERRUPT O.H.D. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM �U 5-3 FRAMING DETAILS
CMU CONCRETE MASONRY UNITS &GLASO/c,ON CENTER TYP. TYPICAL I:..
COL. COLUMN 6H8 GYPSUM WALLBOARD O/c,
CONC. CONCRETE GYP. W. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERWISE HIND.. ARCHITECTURAL
GSMT. CASEMENT H&T. HEIGHT P.5.F. POUNDS PER SQUARE FOOT UL UNDERHRITER5 LABORATORIES ULTIMATE WIND SPEED = 160 mph. ELECTRICAL
DEL. DOUBLE HP5. HOOPS F.S.I. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD
PIA. DIAMETER HR HOUR P.T. PRESSURE TREATED WA. HEDGE ANCHORS - NOMINAL WIND SPEED = 124 mph. A -I FLOOR PLAN �CC``'',,ccx a,A �....
0I5P. DISPOSAL H5 HORIZONTAL SLIDING PARTR PARTITION H/ WITH *- RISK CATEGORY = II A-2 ELEVATIONS E-I FLR9�OR $11. ;'4 R15ER
DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE PET. POCKET WG WATER CLOSET BUILDING DESIGN AS ENCLOSED
A-5 SECTIONS d ROOF PLAN IDE
DR. DOOR INS. INSULATION PLYWD. PLYWOOD M. WOOD
INTERNAL PRESSURE COEFFICIENT = t/- 0.18 UCIE C®t�„.
DW DISH WASHER TNT. INTERIOR R.O. ROUGH OPENING � A-4 DETAILS PLUMBING �
E.E. EACH END L6. LONG S.G. 50LID GORE EXPOSURE CATEGORY = G A-5 DETAILS
ELEC. ELECTRICAL LIN. LINEN S.CD. SLIDING CLASS DOOR MEAN ROOF HEIGHT = 13 5" P-1 PLUMBING PLAN,
ELEV. ELEVATION LT.
.T LIGHT SF SQUARE FOOT FORT PIERCE DETAILS d RISERS
E.S. EACH SIDE L.T. LAUNDRY TUB 5H SINGLE HUM& ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p s.f.
ST. L U C I E COUNTY FL NOTE. TH15 STRUCTURE 15 DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA
1 BUILDING CODE AND A5GE 1-10.
ELECTRICAL SYMBOLS LEGEND PLAN
/ ELEVATION
A ION SYMBOLS LEGEND
Q� DUPLEX RECEPTACLE/ ARC SINGLE RECEPTACLE ® LOW VOLTAGE
FAULT INTERRUPT AT 12" A.F.F. DEDICATED TRANSFORMER SHEARWALL LABEL
1
Q� DUPLEX RECEPTACLE AT BASE SINGLE RECEPTACLE TELEVISION JACK FAN CARBON MONOXIDE DETAIL I I I I I I I I I IC30116ROUr FILLED CELL SEE ®% POTSHELF HEIGHT
IIB DEDICATED 5WITCHED Q PREWIRED ® BOX ® DETECTOR CIO)—ALE SC4 p Z INTERIOR FOUNDATION PLAN //,(l/�///AS NOTED
Q� DUPLEX RECEPTACLE AT �,'I� SINGLE RECEPTACLE HVAG JUNCTION SMOKE ELEVATION 5-# BEAM LABEL
I� 8" ABV. COUNTER 0 DEDICATED UNDERGOUNTER Q THERMOSTAT ❑J BOX DETECTOR 3 POURED /�JJ���� PROPPED SOFFIT
DUPLEX RECEPTACLE $ SWITCH INTERCOM PADDLE FAN H/ EXHAUST CONCRETE COLUMN [/l/ J HEIGHT AS NOTED
Ter' GROUND FAULT INTERRUPT SINGLE POLE AT 60" A.F.F. OR WO/ LIGHT FAN
# DETAIL 000# MAX. TRIJ55 CO�GTOR
owc. SCALE DOOR LABEL TG_p LABEL
�c DUPLEX RECEPTACLE AT 6" ABV. SWITCH SECURITY FLOURESCENT F L EXHAUST FAN NON -BEARING FRAME T- ARCHED OPENING SEE
6FI COUNTER GROUND FAULT INTERRUPT 1 s THREE HAY KEYPAD z LIGHT FIXTURE /LIGHT COMBO J CONSTRUCTION � L - PLAN OR ELEV.
Q� DUPLEX RECEPTACLE SWITCH PUSH FLOURESGENT SPEAKER REVISION BEARING HOUR FIRE RATED
II TOP REG. SWITCHED T4 FOUR HAY BOTTON LIGHT FIXTURE IN GL6. # SECTION
FAULTDOOR CEILING MOUNTED 5 SCALE WINDOW LABEL CONSTRUCTION ® HALL
QDWP DUPLEX RECEPTACLE WATERPROOF $ SWITCH n DOOR N
GROUND FAULT INTERRUPT D DIMMER �' BELL LIGHT FIXTURE RELEASE
NORTH ARROW - - - - - - FRAME CONSTRUCTION
^ DOOR WALL MOUNTED o VOLUME 2 HOUR FIRE
DUPLEX RELEPAICLE 5WITGH
!uc CHIME LIGHT FIXTURE CONTROL - - - - - - ABOVE OR BELOW ® RATED HALL
� UNDER COUNTER K KEYED # SECTION
QUADRUPLEX TELEPHONE OUTLET
C. V. CENTRAL VACUUM SWITCH ° SCALE G# COLUMN LABEL
RECEPTACLE ® AT 12" A.F.F. Y RECEPTACLE ® HI HAT DISCONNECT ^ LIB , BEAMBEA1E 16HT ® 4 HOUR FIRE
TELEPHONE OUTLET
DUPLEX RECEPTACLE SECURITY ® HIHAT ® BREAKER ELEV RATED WALL
FLUSH IN FLOOR ®
(� FLUSH IN FLOOR � LIGHTS VAPOR PROOF PANEL o z r e•
® 220 V. RECEPTACLE DEDICATED LED 0 REGE55ED g_� F.P.dL. METER d # INTERIOR ELEV. F# FOOTING LABEL �� GRAPHIC SCALE �O'-O" FIN. FL. SLAB FLOOR ELEVATION MASONRY CONSTRUCTION
AT 12" A.F.F. ® DATA LINE ° L16HT EYEBALL DISC. 5CAL.E SCALE: 1/8.=1'-0• TYPICAL
revisions
no. date
designed --
drawn LTH
checked SBD
date 06/01/20 (PERMIT SET)
scale 1/4" = I'-O" (U.O.N)
job no. 19062T_5F-21.Ih
Scott Blakeslee Disher
AR-0011586 AA-0003285
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ARCHITECTel-
Architecture
Planning
300 Avenue of Champions
Suite 260
Palm Beach Gardens, Florida 33418
Phone 561.202.6990
Fax 561.296.2494
archstudiofl.com
drawing
COVER SHEET
revisions
no. date
(1) BLD6. DEFT. COMMENTS Oq/21/20
iv
CALCULATIONS
AIR CONDITIONED AREAS
PLAN 1694 SF
1694 SF
NON CONDITIONED AREAS
PORCH 42 SF
GARAGE 419 SF
LANAI 109 SF
570 SF
GROSS AREA
GROSS AREA 2264 SF
re
WINDOW
SCHEDULE
MARK
TYPE
STYLE
SIZE
D.P.
NOTES
W
H
+
-
001
SH26
SINGLE
HUNG
3'-1"
6'-4"
40.40
43.92
002
PICTURE 24
PICTURE
T-1"
4'-2 3/4-1
41.50
45.011
OPAQUE
003
PICTURE 24
ICTURE
3'-111
4'-2 3/4"
41.50
45.01
1 OPAQUE
004
PICTURE
OICTURE
T-0"
2'-0"
41.5
45.01
005
SH25
SINGLE HUNG
T-0"
5'-0"
40.40
43.92
EGRESS
006
SH25
SINGLE HUNG
T-0"
5'-0"
40.40
43.92
EGRESS
007
SH25
SINGLE HUNG
T-1"
5'-3"
40.40
43.92
008
SH25
SINGLE HUNG
3'-10,
5'-3"
40.40 1
43.92
009
SH25
SINGLE HUNG
'-1"
5'-3"
40.40
43.92
010
SH25
SIN LE HUNG
'-111
!3'-l
5'-3"
40.40
43.92
011
SH25
SINGLE HUNG
'r
5'-3"
40.40
43.92
EGRESS
DOOR SCHEDULE
MARK
STYLE
DOOR
D.P.
NOTES
WD
HGT
+
-
001
SINGLE EXTERIOR
T-0"
8'-0"
39.02
42.54
NOTE #5
002
SINGLE
2'-8"
8'-01'
003
SLIDING DOUBLE
5'-0"
8'-0"
004
SINGLE
2'-8"
8'-01,
005
SINGLE
2'-811
8'-0"
006
SINGLE
2'-8"
V-011
007
SINGLE
2'-81'
8'-0"
008
SINGLE
2'-61'
V-011
009
SINGLE
2'-6"
8'-0"
010
BIFOLD
1'-6"
8'-011
011
SLIDING DOUBLE EXTERIOR
6'-0"
8'-0"
37.15
40.67
012
SINGLE
2'-0-1
81-0"
013
SINGLE
2'-611
8'-011
014
SINGLE
2'-8"
8'-0"
015
BIFOLD
21-411
8'-0"
016
SINGLE
2'-4"
8'-0"
LOUVERED
017
SINGLE
2'-8"
8'-01,
NOTE #2
018
OVER
EA
16-0"
T-0" 1
35.03
42.00
NOTES:
I. ALL WINDOW 4 DOOR (5LAZI% To BE LOW-E: NON IMPACT - (IMPACT OPTIONAL)
2. 6ARACE ENTRY DOOR SHALL BE SOLID WOOD DOOR NOT LESS THAT 1-5/5" IN THIGKNE55, SOILID OR
HONEYCOMB -GORE STEEL DOOR NOT LE55 THAN I-3/8" THICK OR 20 MIN. FIRE FATED DOOR, EQUIPPED WITH 5ELF-
CL051N6 DEVICE. PER FBC-R302.5.1
3. VERIFY ALL OPENING PRIOR TO MANUFACTURIN6 WINDOW 4 DOORS.
4. ALL EXTERIOR WALL OPENIN65 IN BUILDIN66 (DOOR5, WINDOWS) WILL BE FULLY PROTECTED WITH IMPACT
5. D R WITH 1 Y OF FB. 201 .
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Prod
Approval
ber
Glass
Type
Method of Attachment
Windows
55.0
65.0
CGI
SH-4100A
F
3358.2
Lami
Flange Frame
Mullions
90.0
90.0
CGI
Series Clipped
- 18-13129.08
Fixed Glass
$5.0
65.0.
- CGI
Pw-4120A
F
6095.2
Lami
Flange Frame
Block Glass
Skylights
Sliding Glass Doors
55.0
65.0
CGI
SGD-4130A
F
9078.2
Lami
Flange Frame
Swing Type Doors
50.0
50.0
Therma-Tru
Smooth Star
F U
0468.6
Lami
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
N/A
N/A
O'Hagin
Cloaked Vent
19
109.02
Roofing Material
N/A
N/A
GAF
Asphalt shin
L10
24-R27
Fasteners
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in his structure. These products Drovide adequate resistance to the
wind loads and forces specified by current code provisions. ..F..,, Digitally signed by Scott
" Blakeslee Disher
Scott Disher a "' DN:cn=Scott Blakeslee
Name: Signature: Disher, OSS
Architect AR 11586 9/17/20 email=sdisher@archstudiofl.c
Design Prof: Cert. No. Date: _ ome:2
Date: 202020.09.7811:31:43
-04'00'
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Date: 2020.09.21
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drawing
FLOOR PLAN
sheet
A-1
revisions
no. date
'I 1
:
5TUCG0 COVERED
FOAM BRACK Li 4
PROFILE ELEVATION
BRACKET DETAIL
SCALE: I"= 1'-0"
FAUX COLUMN
WRAP.
STEEL COLUMN
5DR 5TRJ4TURAL 2 MOULDING DETAIL
SCALE: 1 1/2" = I'-0"
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SCALE: N.T.5.
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PRIVACY WALL
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scale 1/4" = 1'-0" (U.O.N)
job no. IgO6Z7_SF-21.Ih
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TEXTURED CEMENTITIOU5
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REAR ELEVATION FRONT ELEVATION Sheet
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revisions
no.
(U BLD6. DEPT. COMMENTS
date
OF/21/20
E
FLAME SPREAD & SMOKE DEVELOPED INDEX
R3029.1 FLAME SPREAD INDEX:
WALL AND GEILIN6 FINISHES SHALL HAVE A FLAME SPREAD INDEX
OF NOT GREATER THAN 200.
EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES
SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR
RAILS, BASEBOARDS AND HANDRAILS; TO DOORS AND WINDOWS OR
THEIR FRAMES; OR TO MATERIALS THAT ARE LESS T14AN 1/25 INCH
(OAI MMU IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR
CEILIN65 IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX
VALUES NOT 61REATER THAN THOSE OF PAPER OF THIS THICKNESS
CEMENTED TO A NONCOMBUSTIBLE BACKING.
R302.92 SMOKE -DEVELOPED INDEX:
WALL AND GEILIN6 FIN15FE-5 SHALL HAVE A SMOKE -DEVELOPED
INDEX OF NOT GREATER THAN 450.
R502A.3 TE5TiN6:
TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E54 OR UL 125.
1
GABLE END WALL
VAPOR RETARDER NOTE:
APPLY CLA-% II
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TRUSS ANCHORS EA. END 4
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FOR NOTES # DETAILS
TYPICAL WALL SECTION
SCALE 5/4' = 1'-0' CRAFTSMAN - ELEVATION r'
EXTERIOR GEILIN6 NOTE:
CEMENTITIOU5 SOFFIT OVER
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SCALE: 1 /8" =1'-0"
ATTIC VENTILATION REQUIREMENTS
THE RATIO OF TOTAL NET FREE VENTILATION AREA TO THE AREA OF
ATTIC GEILIN6 SHOULD NOT BE LESS THAN 1:150
ROOF VENTILATION CALCULATION:
VENTILATION AREA REQUIRED FOR ATTIC
ATTIC AREA = 2264/150 = 15.011 50.FT. OF VENT OR 2,113.44 5Q.IN.
VENTILATION AREA PROVIDED FOR ATTIC:
SOFFIT VENT = 2,115.44 50.IN.
SOFFIT VENT = 1"X24" = 126 SQ IN NFA - N VENT5 PROVIDED
12
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FIN
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ARCHITECTURAL ASPHALT
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0'-0" FIN. FL. SLAB
designed --
drawn LTH
checked Sw
date 06/01/20-PERMIT
scale 1/4" = 1'-0" (UO.N)
job no. 1,10621_517mm.21st
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Date: 2020.09.21
15:02:53-04'00'
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SECTIONS &
ROOF PLAN
A -A SECTION A.A.
A-3
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WALL ALIGNMENT DETAIL
SCALE: 1r2"=1'-0"
SCALE: 3"=1'-0"
revisions
no. date
designed
--
drawn
LTH
checked
513D
date
06/01/20 (PERMIT SET)
scale
1/4" = 1'-0" (U.O.N)
jolt no.
I10621_5F-21.Ih
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300 Avenue of Champions
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archstudio0.com
drawing
DETAILS
sheet
A-4
CONCRETE V-RIDGE
SEE MANUR DATA AND PRODUCT
26 GA. HOT DIPPED 6ALV.
APPROVALS FOR ATTACHMENTS.
MTL. RIDGE AND HIP TILE
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ALUM. 51NOLE HUNG WINDOW -
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APPROVAL
FLEXIBLE FLASHING INSTALLATION IN
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SCALE: 3'=1'-0"
SCALE: 3'=1'-0"
SCALE: 3'=1'-0"
SCALE: 3'=1'-0"
PAVERS ON SAND BASE
ROOF CEMENT ALL SIDES
GARAGE DOOR
CONCRETE LAMB OR
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GEMENTITIOUS FIN15H SEE
p °
<A
ELEVATIONS FOR SILL TRIM
MEMBRANE OVER THE TOP AND
VARIATIONS.
OF P.T. WOOD EXTERIOR FACE OF BUCK AND SILL.
1/2" GYP BID.
TWEATHERSTRIP
° - - - ° -
SUCK TO
MASONRY
CONC. SLAB D
NJMEER5 REPRESENT
PAVERS ON COMPACTED
INSTALLATION SEQUENCE
ATTIC ACCESS PANEL
p ° SAND BASE
NOTE: REFER TO "CMU OPENING
0
D D p D
WATERPROOFING" DETAIL FOR
51ZE PER PLAN PANEL, HINGED WITH
ADDITIONAL WATERPROOFING
INSTALL WINDOW OR DOOR, FASTEN PER PRODUCT
LATCH; 1/2" GYPSUM BOARD ON 50'
APPROVAL AND SEAL WINDOW OR DOOR FRAME TO
PLYWOOD FASTENED WITH DRYWALL
-
P.T. WOOD BUCK AND MASONRY
SGREW5 ® 6" O.G. PERIMETER 4 12" O.G.
CMU OPNG WATERPROOFING -ISO
ATTIC ACCESS DETAIL
FRONT SWING DOORSILL- PAVER RECESS
FLANGE WINDOW SILL-CMU
SCALE: 3'=1'-0"
SCALE[ 3"=1'-0"
SCALE: 3'=1'-0"
SCALE:
revisions
no.
designed
drawn
checked
date
scale
job no.
date
LTH
5BD
06/01/20 (PERMIT SET)
1/4" = 1'-0" (U.O.N)
190621_SF-21.Ih
Scott Blakeslee Disher
AR-0011586 M-0003285
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ARCHITECTRA L%W40 1111,
Architecture
Planning
300 Avenue of champions
Suite 160
Palm Beach Gardens, Florida 33418
Phone 561.202.6990
Fax 561.296.2494
archstudio0.com
drawing
DETAILS
sheet
A-5
revisions
no. date
COLUMN SCHEDULE
MARK
51ZE TYPE
DESCRIPTION
G-1
bx8
BLOCK
GONG. BLK. W/1 FULLY 6ROUTED CELL W 45 VERT. EA. CELL
o 6'-0" O/C MAX. OR A5 LOCATED ON PLANS
G-2
8x16
BLOCK
CONC. BLOCK W/2 FULLY 6ROUTED CELLS W/1-15 VERT. EA. CELL
C-3
12x/2
BLOCK
GONG."O" ELK. FULLY &ROUTED W/4415 VERT. •2 TIES o b" T.O.
IN MORTAR JOINT
0-4
6xl2
BLOCK
RINKER T324 OR EQUAL
CONG. "O" ELK. FULLY 6ROUTEO k0-05 VERT.
G-5
3-1/24x3-1/2"xl/4"
TUBE STEEL
PROVIDE STEEL GAP PLATE AND SADDLE A5 NOTED ON DETAILS BASE
PLATE 4"x4"x5/8" W/ (4) 5/8' DIA. WEVOE ANCHORS W/ 4' MIN. EMBED.
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SIZE (kW)
REINFORCING
DESCRIPTION
DETAIL
NO.
F-I
16"xl64xCONT.
W/2 d5 CONT. - 2 TOP d 2 BTM.
W/ DOUBLE LAYER OF MESH, 49' WIDE
EXTERIOR MONOLITHIC
ONE 5TORY
1
F-2
16'xlb'xCONT.
W3 +5 CONT. - I TOP $ 2 BTM
W/ DOUBLE LAYER OF MESH, 46" WIDE
EXTERIOR MONOLITHIC AT
SHOWER d 6ARAOE RECESS
3
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W415 EA BTM
1501ATM PAD
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WAS CONT.
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34
STILGO 1 GOLtk115TP. HOOKS
48 IA.
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SCHEDULE
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(U b' MATGHIN6 DOWELS F
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A EXTERIOR FOOTING MID. OF MIN. W/STD. HOOKS
WELDED WIRE MESH,
S 1 J �� f SEE SCHEDULE
u GONG. TOP BENT SAR5 A5
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3
WHEN ONLY (2) REQD.
EXT. CONT. MONOLITHIC
APFROX. 6RADE
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145 CONT.
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51A8 00/G VERT.
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OR SIZE
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SEE FOOTING
—44
5CFEDULE;
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ALWAYS
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OTHERS
5EE SCHEDULE
EQUALLY
42
PAD AT EXT. STEEL COL.
C
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12'-4"
F -1
designed --
drawn LTH
checked SEP
date 06/01/20 (PERMIT SET)
scale 1/4" = I'-O' (U.O.N)
job no. 140621_5F-2I.111
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SLAB WITH b" X b" X WIAXWIA W.W.M. ON 6 MIL
p
VISQUEEN (OR EQUAL) ON GLEAN HELL COMPACTED
6:
FILL. W.W.M. SHALL BE LOCATED IN THE MIDDLE TO
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UPPER HALF OF THE SLAB DEPTH AND MUST BE
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MATERIALS.
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Scott Blakeslee Disher
AR-0011586 AA-0003285
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Architecture
Planning
300 Avenue of champions
Suite 260
Palm Beach Gardens, Florida 33418
Phone 561.202.6990
Fax 561.296.2494
archstudiofl.com
drawing
FOUNDATION
PLAN
sheet
S-1
BRACING NOTES:
1. BRACING 5HOW'N DOES NOT INCLUDE TEMPORARY BRACING
REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES
PRIOR TO TIE INSTALLATION OF PERMANENT CRO55 BRAGIN°6
AND WEB LATERAL BRACING REGY/IREFEN75. TEMPORARY
BRACING 15 THE RESPONSIBILITY OF T'fE TRUSS INSTALLER
AND .SHOULD REMAIN 1N PLACE A5 LONG AS NECE55ARY FOR THE
SAFE AND ACCEPTABLE INSTALLATION OF TIE ROOF OR FLOOR
(REF: BCSU.
2. PERMANENT k9V LATERAL BRACING 15 TO BE INSTALLED A5
SHOWN ON THE INDIVIDUAL TRU65 ORAWIN55 (kEB LATERAL
BRACING 15 NOT SHOWN ON THIS SHFfT). PERMANENT NI,ES
LATERAL BRACING 1.5 TO BE RESTRAINED TO PREVENT LATERAL
MOVEMENT BY SOLID ANCHORAGE TO END XALL5, OR BY
PERMANENT DIAGONAL BRACING (NOT SHOWN) IN THE PLANE OF
THE NEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG
CONTIM)OUS hEB BRACE (REF: BCSU.
3. PERMANENT D/AOONAL BRACING AS SHOWN ON THI5 SHEET DOES
NOT INCLUDE BRACING REQUIRED FOR GABLE END STUDS OR
BOTTOM CHORD OF GABLE END AT WALL. REFER TO STANDARD
&ABLE END DETAIL FOR BRACING REOUIREMENT5.
4. ALL TOP CHORDS ARE ASSUMED TO BE 5HEATHED, AND ALL
BOTTOM CHOR95 BRACED BY A RIGID CEILING 5Y5TEM. REFER
TO INDIVIDUAL TF455 ORAW/N65 FOR BRACING REWIREhENTS
OF NON-5-EATHEP TOP CHORDS AND UNSUPPORTED BOTTOM
CHORDS.
5. REFER TO TPI / hCTA BC51: COMMENTARY AND
RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING
METAL PLATE CONWEGTED WOOD TRU55W,, APPENDIX G, FOR
RECOMMENDED SEQUENCE OF INSTALLING BRACING COMPONENTS.
6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU65 CE51ON5
TO WITHSTAND GRAVITY AND WIND LOAOINC75 A5 NELL A5
GIRDER CONNECTIONS AND LOADS ARE THE RESPON51BIL17YOF
THE TRUSS DESIGNER. ANCHORAGE OF THE TRUSSES AND
GIRDERS TO THE SUPPORTING STRUCTURE TO WITH57AND WIND
UPLIFT 15 TIE RE5PON51BILI7Y OF THE PROXCT ENGINEER OR
ARCHITECT.
7. THE BRACING FOR THE ROOF SYSTEM IS DESIGNED FOR BOTH
POSITIVE 4 NEOATIVE PRESSURE AND MEETS THE
REQUIREMENT5 OF 2017 FBG.
BRACING LEGEND:
PERMANENT 2x4 DIA60NAL BRACE RESTRAINT IN THE
XPLANE OF THE NEAREST RM MEMBER AT 20'-0"
INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE.
FASTEN TO OM05ITF 5117E OF NAB WITH 3-16d TOENAILS
AND TO LATERAL BRACE WITH (5) IOd NAILS EACH
INTERSECTION. (REF: BG51).
HORIZONTAL BRIDGING WITH A MINIMUM 2x6 5TRONGBAGK
AT 6'-0" 0/0. FASTEN TO EACH TRU55 WIiH 3-I0d NAILS
AND ATTACH TO WALL5 OR OTHER RIGID POINT AT EACH
END (REF: BGSI). PROVIDE OVERLAP OF AT LEAST (5)
TRUSSES (FLOOR ONLY).
I PERMANENT 2x4XCONT. LATERAL BRACING IN THE PLANE
OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES.
FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE
OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY).
ZONES 10 2
(_5EE DIAPHRAGM SCHEDULE)
ZONE 3
(SEE DIAPHRAGM SCHEDULE)
BRACING DETAILS:
COMPRESSION hW
SLOPING OR VERTICAL
CONTINUOU5 PERMANENT
LATERAL BRACING (G18)
PERMANENT DIAGONAL
BRACE NAILED TO OFF.
51M OF AM PREVEN75
LATERAL MOVEMENT AND
SHOULD BE REPEATED
AT APPROX. 20 FOOT
INTERVALS
FIGURE 36: PERMANENT OIA60NAL
BRACING IN THE PLANE OF THE NEB MEMBERS
PERMANENT GR055
BRACING
FIGURE 37 PERMANENT BRACING IN THE
PLANE OF THE AW5 FOR PITCHED TRUSSES
HORIZONTAL BRIDGING WITH A MINIMUM 2xb
57RON65AGK CONNECTION TO EACH TRUSS WITH
3-I0d NAILS AND ATTACHED TO WALLS OR OTHER
RIGID POINT AT EACH END (REF: 5051).
PROVIDE OVERLAP OF AT LEAST (5) TRUSSES
(FLOORS ONLY).
SEE PLAN
P16URE M: PERMANENT BRACING IN THE PLANE
OF TIE hE55 FOR PARALLEL CHORD TRU55E5
BRACE
45011 45"
LATERAL BRACE
TIE -BEAM I BEAM SCHEDULE
TYP.
REINFORCING
#3 HOOP5
TOP
MID
BTM
MARK
SIZE
OR 5TIRRUPS/HAIRPINS
REMARKS
TYPICAL MASONRY BOND BEAM CONT
UNLESS NOTED OTHERWISE (1) COURSE
BB -I
Sx8
1#5
-
-
NONE READ.
FILLED
CASTCR M HIGH 5TRENOT14 PRECAST
MB-I
15x16
1#5
-
1#5
NONE READ.
LINTEL FILLED
CASTGRETE HIGH STRENGTH FREGA57
MB-2
PIx36
1#5
-
1#5
NONE READ.
LINTEL ALL COURSES FILLED
ALL BARS CONT. HOOK ENDS.
B-I
12x16
2#5
-
205
0 DaTO.
(CONCRETE)
N/32" ROOF PLYWOOD. NAIL
PER DIAPHRAGM 56HEDULE
19/32" ROOF PLYWOOD W/ IOd NAILS 0 4" O/C
INTO 2x4 5P BLOCKING (FLATWI5E) x CONT.
ENO. AND APPROVED NOOD TRUSSES SEE
TYP. MALL SECTION FOR ACTUAL HEEL
ENO. AND APPROVED WOOD TRUSSES SEE
TYP. MALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
AND OVERHANG CONDITIONS
SEE TRU55 CONNECTOR SCHEDULE SELECT
SEE TRUSS CONNECTOR SCHEDULE SELECT
CONNECTOR BASED ON BRACING PLANS INSTAL]
CONNECTOR SHOWN ON BRACING PLANS
PER. MFR. SPECIFICATIONS
INSTALL PER MFR. SPECIFICATIONS
X BRACE BETYCEN EVERY
TRU55 W/ 2x4 5P 1 (2) I6d END
NAILS, EA. END
_ 51 PLAN
2x4 P.T. BLOCKING (TIGHT TO
EA. TRUSS SIDE) W/ 0.145" 0
TO. WALL
I7 PA.F x3" L6. 04° O/G x CONT.
•I STRUGTRURAL BEAM (1)160 NAIL _SEE PLAN
SEE SCHEDULE T.O. WALL
COW. TIE -BEAM
I OR MASONRY BOND BEAM
SEE BEAM SCHEDULE
I 6" CMU WALL
1 2
s2 CONNECTION DETAIL S2 CONNECTION DETAIL
2 x 4 Sp#2 0 24" O.G. MAX. OUTRI6ER
SIMPSON H5 2 X4 MIN. BLOCK'& 0 PANEL .JOINTS FOR FIRST
F CLIP —� THREE TRUSSES (2-I0d TOE NAILS EA. END)
3-I0d COMMON NAILS MIN. (IYPIGAL)
2 X 4 SOUTHERN PIPE # 2 VERTICAL SCAB
WNERE GROSS BRAGIN6 DOES NOT AL16N
W/ TRU55 WEB USE MIN. 3-I6d NAILS 4 TOP
4 BOTT. CHORD
GABLE END STIFFENER A5 REOV BY TRUSS MFG.
GABLE END TRUS5 (DROPPED TOP FOR OUTR166E9)
CONSTRUCTION GRADE 2 x 4 CRO55 BRACING NAILED
TO EDGE OF Ist 4 3rd TRUSS AND CENTER WEB A5
SHOWN W/ MIN. 3 - IOd NAILS AS SHOWN. BRAGIN&
PLACED A5 CLOSE TO TOP 4 BOTT. CHORD AS
POSSIBLE 0 4'-0" 0/G (AT EVERY RAT RUN)
0 2 X 4 5p#2 X b' RAT RUNS 0 4' O.G. W/ 3-I0d
NAILS AT EACH TRUSS
2-16d COM TOE NAILS 0 EACH STIFFENER
P.T. 2 X,5 Sp#2 NAILER ANCHORED TO SM. W/ 1/4" TAPCON5
FASTENERS MIN. 1-1/2" PENETRATION 0 16" G/C 0" MIN, EDGE DISZKRAF:r-FACEV
ND WALL
BOND BEAM NNO)
ETARDER NOTE:
LASS 11
FASTEN GABLE END TO 2 x 5 NAILER W/
RETARDER
Ibd COMMON NAILS o 6" G/G
RM s 1.0 PERM)
51MP50N HETA20 STRAP 46" c/o - NAILED TO BOTT.ACED
FIBER6LA55
CHORD OF GABLE TRUSS W/T-IOd COMMON NAILSOR
ZONE IIG
R702.T
GABLE END - SECTION -WOOD
SGALE:13/4"-1'-0"
15/52" 05B
% ROOF SHEATHING
SIMM
CLIP 4
(4)
TAPU
(4) 1/4".
eCONNECTION DETAIL
S2
s
TN H&AMIOKTA
1 BLOGKIN& W/
3/I6" x2" LONG
)NS TO BEAM 4
<1-1/2" 50REW5
TO BLOCKING
I ( I
I6I _yl
2x6 P.T. BLOCKING o V-O" O/C
FASTEN EACH END TO TRU55 W/ 3-1
SIMPSON H6AMIOKTA CLIP ALONG
0/G Wl (4) SAC?" x2" LONG TAPGONL
1/4"XI-1/2" SGRE1,115 TO TRU55 $TM.
GONG. TIE BEAM or
MASONRY BOND BEAM
(SEE PLAN)
M 5/BEE HEADED STUDS
-5/S" "U" BARS MAY BE USED AS AN
I
MELD -5 GAP PLATE Al ALTERNATIVE TO THE
U-BARS A5 PREFERRED.
II"xll"xl/2" 51 J 1/4"
GAP PLATE
STEEL COLUMN
(SEE COL. 5CHED)
L BASE PLATE
5 SEE COLUMN SCHEDULE
s2 CONNECTION DETAIL
EDGE NAILING
ALONG BLK'6
x 6-0" LONG
— 2x6 BRACE
0 6'-0. O/G
W/ (10) Ibd
NAILS, EA. END
5d NAILS
TRUSS 0 4'-0"
i TO BEAM 4 (4)
;HORD
PERMANENT Ix4xGONT.
LATERAL BRACING IN T
PLANE OF THE 5TRUGTI:
BOTTOM CHORD OF THE
TRUSSES. FASTEN WITH
2-I0d NAILS IN EACH T1
PROVIDE OVERLAP OF
LEAST (2) TRU55E5 (RO
ONLY).
5'-O" V-0"
MIN. MIN.
I
I
revisions
no. date
(1) BLD6. DEPT. COMMENTS 09/21/20
designed ---
drawn LTH
checked SW
date 06/01/20_PERMIT
scale 1/4" = 1'-0" (U.O.N)
job no. I90621_SFmm.21st
Digitally signed by
,�EOF F(OR, Scott Blakeslee
y NeR . Disher
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Blakeslee Disher, o,
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email=sdisher@arch
tlare s"wm n M wa-nP sang a dy,el
studiofl.com, c=US
Date:2020.09.21
15:03:09-04'00'
Scott Blakeslee Disher
AR-0011586 AA-0003285
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ARCHITECTURAL
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Architecture
Planning
300 Avenue of Champions
Suite 260
Palm Beach Gardens, Florida 3341E
Phone 561.202.6990
Fax 561.296.2494
archstudio0.com
drawing
ROOF
FRAMING &
BRACING
PLAN
sheet
S-2
F16URE 39: PERMANENT BRACING
1N THE PLANE OF THE hEB5
—SN16" BOND
BEAM (PER
SCHEDULE)
�— b"x8" PRECAST
L - LINTEL.
i,
FILL COLUMNS
}' AND LINTEL SOLID
W/ 6ROUT
T
8"x8' FILLED
_ELLS W/ 145
VERT. (TYP)
TYP. DET. LINTEL ON COLUMN
3/4' = V-17
FILL COLUMNS
AND LINTEL SOLID
F—W
GROUT
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BOND BEAM PER SGHED.
f— HIGH 5TRENGTH PREGA5T LINTEL
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W7REINFORGING AS REOD.
SEE LINTEL SCHEDULE
COLUMNS BEYOND
SEE FOUNDATION PLAN
TYP. DET. LINTEL ON COLUMN
-
3/4" = V-17
6"x8" FILLED
OP'ENINC75 R= 6-0":
I
GELS SEE PLAN
PROVIDE 8'XS" MIN.
AND COLUMN
BOND BEAM COURSE
SCHEDULE FOR
1 / W/ 1-05 MID. OR
REINF.
L 8'X8' MIN. FORMED
J/
MASONRY CONC. SILL W 245
MASONRY
OPENING MID.
WALL
OPENINGS > 6'-01:
PROVIDE 8'X15" MIN.
BREAK AWAY SIDE
�'•
BOND BEAM COURSE
OF MASONRY
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W/ 245 MID. OR
COLUMN FOR
5'X&" MIN. FORMED
CONTINUOUS POUR
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CONC. SILL W/ 2445
I,
L
MID.
PROVIDE 6" MIN.
I
PROVIDE 8'45'
PENETRATION EA.
48
FILLED CELLS W/
END 4 TIED TO
—
145 VERT. DOhEL
VERT. REINF.
L ��^ 4, �
K/ STD. A_I HOOK
FOIAdDATION OR
EA. END a 4'-V"
O/C WHEN OPENIN6
INTERMEDIATE
EXCEEDS 4'-0"
F
BEAM
..,..s. ....,.., 7
WIDE
OUIRED WREN WIND RE515TANT PRE -CAST SILLS ARE NOT U5EID.
SILL
REINF. AT MASONRY OPENINGS (TYP.)
5/4'
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CLIP
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TAP
(4) 1/4'
15/32" 055
ROOF SHEATHING
MP50N
CONS
XI-1/2,
"
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s
2x6 P.T. BLOCKING • V-O' O/C
FASTEN EACH END TO TRUSS H/ 5-1
H6AMIOKTA
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51MP50N HSAMIOKTA CLIP ALONG
BLOCKING W0/6
W(4) 3/16" x2' LONG TAPCON`
5/16" x2' LON5
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1/4"XI-1/2" 5CRENS TO TR455 BTM.
TO BEAM 4
SCREWS
GONG. TIE BEAM or
TO BLOGKIN6
I
BON
MA50WY D BEAM
(WE FLAN)
WCONNECTION DETAIL
EDGE NAILING
K'
ALONG BL 6
x 6-0" LONG 1-516" "U" BARS
WELD TO GAP PLATE
— 2X6 BRACE
0 6'-0' OX
W/ (10) 16d
NAILS, EA. END
II"xll"xV2" STL.
GAP PLATE
5TEEL COLUMN
(SEE COL. 5_HEO)
4" (2) 5/8"x6" HEADED STUDS
MAY BE USED AS AN
T14 ALTERNATIVE TO THE
U-BARS AS PREFERRED.
114.
BASE PLATE
T.O. WALL 1 5EE COLUMN 5_HEOULE
SEE PLAN I 53 CONNECTION DETAIL
5d NAILS
rRU55 a 4'-0'
i TO BEAM 4 (4)
;HORD
SAFE LATERAL LOADS FOR 8" PRECAST 4 PRE5IRE55ED U-LINTELS DSAFE UPLIFT LOA5 FOR 8" PRECAST 4 PRESTRE55ED U-LINTELS
C4 _4~m
SAFE LOAD
PLF
LENGTH TYPE
BUB
BF8
..
2'-10'(341 PRECAST
1293
1642
2135
S-6- (421 PRECAST
1025
1024
1830
4'-0' (481 PRECAST
765
763
1365
4'-6- (54' PRECAST
592
591
1057
5'-4- (64' PRECAST
411
411
734
5'-10'(701 PRECAST
340
339
607
6'-6- (781 PRECAST
507
721
493
7'-6- (901 PRECAST
424
534
357
9'-4- (1121 PRECAST
326
512
227
10'-6-(126' PRECAST
284
401
178
ll'-4'(136' PRECAST
260
452
152
12'-0'(144' PRECAST
244
402
135
1S-4-(160' PRECAST
217
324
109
14'-0'(168' PRECAST
205
293
98
14'-8'(1761 PRESTRESSED
N.R.
254
89
15'-4-(184' PRESTRESSED
N.R.
259
82
17'-4'(2081 PRESTRESSED
N.R.
194
63
19'-4'(2321 PRESTRESSED
N.R.
148
51
21'-4-(2561 PRESTRESSED
N.R.
125
42
22'-0"(2641 PRESTRESSED
N.R.
116
39
24'-O'(2881 PRESTRESSED
N.R.
91
33
4AMP-444Nm
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8FB-IT
SF12-IT
81`16-IT
SF20-IT
BF24-IT
SF28-IT
8FS2-1T
M-ZT
8n2-Zr
SF16-2r
W,*-2T
BF24-Zr
928-71'
FM-2T
2°-90°(34') PRECAST
1972
3173
4480
5747
7034
8321
986
1972
3173
4460
5747
7034
9321
9808
3'-6- (42' PRECAST
15N
2524
3547
45N
559E
6613
763E
15N
2.524
3547
46N
SN1
N13
7638
4'-0' (48' PRECAST
1363
2192
3079
39N
4853
5740
8627
1393
2192
3072
3866
403
5740
66Z7
_
4'-6- (54' PRECAST
1207
1940
2724
3506
4292
5077
1 5N7
1297
1940
ZM
35M
4292
ISM
5561
5'-4' (64' PRECAST
1016
163
2290
2949
3407
4265
4924
1018
7632
2290
2849
3607
4785
4824
5'-10-(70' PRECAST
909
1402
2003
2604
3295
3B97
4408
929
1402
2093
2694
3295
3597
4408
W-6- (781 PRECAST
BY 12
INO
IND
2419
201
3498
4038
8335
1340
1880
2419
20M
AM
4038
' V-6- (901 PRECAST
_
727
1021
16X12
211t)
257E 10
10
3506 9
727
1166
1634
2102
2571
3039
3508
9'-4- (1121 PRECAST
591
NO
11 15
147 1
1811 15
21 16
24K15
591
051
1326
1705
2084
2463
2842
10'-B'(126' PRECAST
570
55
914 1
116 151
1458 15'
173215
1
530
688
1183
1526
IBM
22D4
2544
ll'-4-(1381 PRECAST
474 _
485
706(15
IOX15
127215
151 15
17 1
494
_
599
1028
1422
1738
2053
23N
12'-0-(144') PRECAST
4A ®
µ1
72114
936 14
115115
1369151
1 15
470
543
m130
16N
1948
2247
13'-4'(1601 PRECAST
418 15
373
606 14g723
962 14
114114
1321 14
428
485
770
1444
1718
1N3
14'-0' (168' PRECAST
384 is
348
559 14
897 14
1 14
121 14
410
420
709
1434
1BB4
195414'-8°(176'
PRESTRESSED
239
323
519 13
V3 i
978 14
11 14246
380
6551324
8
9 11
187 it15'-4'(184'
PRESTRESSED
224
302
485 1
767 1
9tm 1
1 t230
364
N91224
8
t 74
18011417'-4-(208'
PRESTRESSED
255
404 t2
637 12
754 t
672 12
192
303
500
732
9B7 8
12 14
14 14
19'-4"(232' PRESTRESSED
162
222
347 11
448 1
5411 12
646 12
746 12
iN
261
424
616
931 8
1 14
1 14
21'-4'(256' PRESTRESSED
142
198
306 tt
393 11
48O 1t
567 1t
&54 11
142
23D
3%
531
713
803 1
1 13
22'-0'(264' PRESTRESSED
137
192
295 10
378 11
461 10
545 11
829 11
137
221
354
5N
N1
8811
9971
24'-0'(288' PRESTRESSED
124
975
267 10
341 10
416 10
401 10
5N 10
124
318
45D
�
756 12
95 1
(1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR.
SAFE GRAVITY LOAD5 FOR a" PRECAST 4 PRESTRESSED U-LINTELS
4twr-444r m
SAFE LOAD —POUNDS PER LINEAR FOOT
TYPE
LENGTH
6U8
BF8-M
BF12-46
BF16-0e
BF20-08
Br__
e___
BF3z�
BF8-18
BF12-19
W16-16
SF2D-16
OF24-18
OF20-10
*M-1R
2'-10"(34� PRECAST
2231
JON
46M
6113
7547
M74
10394
11809
SON
4805
8113
7547
N74
10N4
11809
3'-6' (42' PRECAST
2231
30%
3719
5163
6007
8054
9502
10051
SON
46M
6113
7547
8974
10N4
1180E
4' 0° (487 PRECAST
1968
2561
X151
3820
4800
5981
70M
8107
2593
4605
SIM
7547
8974
10394
118M
4'-8' (54' PRECAST
159E
19N
2110
1 2931
3753
4576
5400
8224
21M
4=
6113
7547M
U72
IM94
11800
5'-4' (641 PRECAST
1217
1349
1438
19N
25M
3123
3M
4249
1663
3090
5385
7547
7MXI9
87919
1012 19
5'-10'(70' PRECAST
1062
1105
1173
1631
2090
256
300E
3470
1451
28Z2
4WD
71 45
19
&VA
6'-6' (78' PRECAST
908
1238
2177
3460
3031
SW
_nglq
430
5061
1238
2177
3400
5351
&T60
1
14
i-8' (90' PRECAST
743
1011
172E
2632
22D5
2698
3191
3685
ton
1726
2661
3898
5881
8487 44
6472 15
9'-4' (112' PRECAST
554
m
1160
1 1525
2564
3406
2818
3302
752
1 1245
1 1W
2564
3406
4705
040 4
10'-O'(1261 PRECAST
475
SJo
5
N
1247
2093
7M
2163
25M
843
1052
1533
2063
2781
3843 38
4754 45
ll'-4'(1361 PRM4ST
382
582
m
13M
184a
2423
3127
4006
582
945
1366
1846
2423
3127
4006
12'-0'(144' PRECAST
337
540
an
1254
1684
2193
2805
355z
640
673
1254
1654
2193
2005
3552
13'-4-(1807 PRECAST
296
471
755
1075
1426
104
2316
2883
471
755
1075
1426
1838
2316
2N3
14'-0-(168' PRECAST
279
424
705
1002
1325
1097
2127
2630
442
706
1002
1328
1097
2127
2630
14'-8'(176' PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
456
7Ba
1370
1902
2245
2517
2712
15'-4-(1841 PRESTRESSED
NA
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2D58
2320
2513
17'-4-(2081 PRESTRESSED
NA
NR
NR
NR
NR
NR
NR
N!
300
548
950
1326
18M
184E
2047
19'4'(232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
235 1
420 1
750
1037
1282
1515
1716
21'-e(2561 PRESTRESSED
N.R.
NR
NR
NC
NR
NC
N4
NR
180
340
5N
N5
1114
1359
1468
22'-0"(264' PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
155
315
550
784
1047
1285
I=
24'-0'(288' PRESTRESSED
N.R.
NR
NR
NR
NR
xR
NR
NR
120
250
450 1
1154
8B4
1092
1222 ..
i (1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
i
1/3 S-1
-"E" BAR
RIVETED TRUSS ANCHOR SCHEDULE (10d cam°170 MPH ASCE
CONCRETE TIE -BEAM TO TRUSS EXP 11CF° REV.01/2014
7-10)
A°4
NU2'BER
OF
STRAPS
FLa.
PROD.
APP.
NO.
SIZE
-`
4�
PRODUCT
CODE
l51MP50N)
GAUGE
DIMEN510NO
NUMBER
OF
(COM. NAILS)
ALLOWABLE LOADS -
LATERAL
UPLIFT (AT 160% ON WOOD)
TOTAL LATERAL (F2)
OUT OF
CONCRETE
(HEIGHT)
EMBEDMENT
FI
F2
IN GONG.
3 20 PSI
IN GROUTED
CMU
IS5
1 243 1 292
1 341 1 388
431
MARK
FiEMAINING5 UPLIFT
CAPACITY
A-1
I
FL11413
20
WETA 20
Ib
16
4
9
340
125
1810
NO
1320
1200
1080
960
1842
120
I
IFL11413
20
HETAL 20
16
15
5 M&
14 •
415
1100
1810
_
1510
1489
1410
1329
1248
11112
IO91
A-3
2
FL11413
12 EACH - Ibd
2354
2268
21BI
21W
2010
1524
A-4
FL11413
TA 2
Ib
Ib
4
10-10d x I W
14
2035
1161
1694
1625
1536
14W
1421
A-5
2
FL11413
20
DETAL 20
16
16
1 41/2
24-10d x 1 V2 •
2000
1310
2480
24W
2100
2040
1550
1860
1115
1690
)2 . 2L 2 (F9C TABLE 16062A) X 2' (TRUSS SPACING) X WALL H X .42 X 1.4 (EXPOSURE C) ZONE � p = 21.2 (1.4) (EXPOSURE G) = 29 PSF
HT. = 30'
8'-0"
10'-0"
12'-0"
41'-0"
1&'-0"
V-0"
1
WALL HEIGHTS
- USE ALL FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED.
MINIMUM EDGE DISTANCE IS 2"
- ALLOW 4• EMBEDMENT IN CONCRETE (UNLESS NOTED OTHER911SE)
- WITH A RIVETED BEAM SEAT, EITHER STRAP YIELDS SAME UPLIFT.
- DESIGN LOADS BASED ON USE OF SOUTHERN YELLOW PINE, $G•0.55
(
NO INCREASE ON STEEL STRESS)
• INSTALL 5 NAILS INTO TRUSS SEAT FOR WETAL20
• INSTALL 6 NAILS INTO TRJ65 SEAT FOR DETAL20 EA. SIDE.
NOTE: STRAPS ARE ETA AND SEATS ARE TSS. IN HETAL STRAPS PROVIDE (5) NAILS AT
SEAT. (PROVIDE ONE BEAM SEAT PER SIDE 4 MOISTURE BARRIER AS REQUIRED)
— J" BTUAN.
STRAPS MAX.
2 MEMBER G.T. P2FOR A3
1�
I MEMBER G.T.
FOR A4
I MEMBER WT: fl� F�
FOR
A5 .� 1
I
1 1/2" MIN. •..
EDGE DIST (TYP)
15/8" MIN.
MULTIPLE RIVETED
TRUSS GLLl S
I in" MIN. /
EDGE DIST (TYP)
4" BETWEEN
STRAPS
SINGLE RIVETED TRUSS
ANCHI -
(MIN)
(TYP)
EMBEDMENT
LATERAL LOADS ON TRUSS ANCHORS
LATERAL HIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE
ALLOKABLE LATERAL LOADS L15TED ON THE STRAP CONNECTION SCHEDULE INCLUDED ABOVE.
FOLLOW STRAP MANUFACTURER INSTALLATION INSTRUCTIONS.
PLYWOOD FLOOR / ROOF SHEAR DIAPHRAGM SCHEDULE
FRAMING/ TRU55
MINIMUM PANEL
NAIL SPACING
COMMON NAIL
FLOOR
PANEL GRADE
SPACING
THICKNESS
SIZE
REMARKS
DIAPHRAGM BOUNDRIES
®OTHER PANEL EDGES
2ND FLOOR
5RD FLOOR
N/A
APA RATED 5HEATHING
2'-0"
5/6"
4" a ZONE 2 4 5
4' a ZONE 2 4 3
11N8L0GKED DIAPHRAGM
ROOF
EXP. I, OR EQUAL.
MAX.
Nam.
6" a ZONE 1
6" t9 ZONE I
bd RING SHANK
UNO-5EE 07L5.
NOTES:
I. INSTALL PLYWOOD PANELS AS 54ONN ON DETAIL BELOW:
BLOGKIN6 (IF REOVJ
E FRAMING
HIP
(DIRECTION OF
KID. TRUSSES
OR FRAMING)
B I m1i 91 1
2. SPACE NAILS o 45" O.G. ALONG INTERMEDIATE FRAMfN6 MEMBER5 FOR FLOORS, AND 6" O.G. FOR ROOFS.
S-1 _ S-1 S-1
1/3 S-1 1/3 S-1 1/3 S-1 1/3 S-1 1/3 S-1 1/2 S-1
BAR
(TYP.) \ BOTT. BAR (TYP)
!—SHEAR REINFORCING
SPACED FROM 4" TYP.
SUPPORT AS SCHEDULED
I pag;y�_
LOA mni_�I�tlzl
revisions
no. date
designed
drawn LTH
checked 55D
date 06/01/20 (PERMIT SET)
scale 1/4" = I' -ON WON)
jot) no. 190621_5F-21.Ih
Scott Blakeslee Disher
AIR-0011586 AA-0003285
0
)
11
e Ate
LU
O
5. ZONES 1,2 4 5 ARE A5 SHOWN BELOW:
2
4'-0" 4 _0.
(INCLUDING
OVERHANG)
� J
QILL. w
LL- I LU
OI �----- --I ®� OC
/ �— — — — CABLE END J LU W_ N
V / cv ~ 04
L-- — -- -- I rZ 0
irk 4'-0" INGLUDIN6 O.H. project
�HITECT
t
iri s 'i'1/�fa
(TYP.) BOTT. BAR (TYP) y✓ (TYP.) BOTT. BAR
TOP BARS IN
BOND 13M. UNIT
SHEAR REINF.
AS REQUIRED
BM. GROUTED
SOLID THRI-OUT-
(VIBRATE GROUT
IN PLADE=)
BOTT. MARS IN —
PRECAST COMICRZ
LINTEL UNIT.
BEAM SECTION
�o
L6 LP 1/4 SPAN
TI
L6 LP 1/4 SPAN
TI
BEAM TOP
REINFORCING
Lai
Z
BEAM BOTT.
I
REINFORCING
VERT. WALL
REINFORCING.
REINFORCED
REINFORCED
MASONRY WALL
MASONRY BEAM
TYPICAL MASONRY BLAM BENDING DIAGRAM
BEAM BOTTOM BARS MAY BE GONTINUOV- OVER 5UPPORT5 WHERE
APPLICABLE
Architecture
Planning
300 Avenue of Champions
Suite 260
Palm Beach Gardens, Florida 33418
Phone 561.202.6990
Fax 561.296.2494
archstudio0.com
drawing
sheet
S-3
F
i
�1 .r eT-
250 AMP ELEC. PANEL "A11 10,000 AIC RATED
GIRG.
DESCRIPTION
POLE
BKR
WIRE
KVA.
100%
100%
KVA.
WIRE
BKR
POLE
DESCRIPTION
GIRD.
I
--
AHU #I HEAT STRIP
------------
2
---
---
60
--
--
b
---
---
O
--
--
9.6
---
---
O
---
---
O
--
--
H
---
---
40
--
--
2
---
---
AGGU �I
-------------F-
------------
-----------------
3
4
--
5
GOOK TOP
250
b
12
O
I
5.0
IO
30
2
DRYER
b
H
9
WATER HEATER
2
25
10
4S
O
---
O
1.5
12
20
1
---_---WASHER
10
11
1
1.0
12
20
- I-
GOOK TOP. HOOD
12
13
WALL OVEN
2
50
b
12
O
---
1
1.0
12
20
I
6AR5A6E DISPOSAL
14
IS
O
1.2
12
20
I
-----DISHWASHER
16
17
MICROWAVE
I
20
121.5
--0
----0-
0.5
12
20
I
GARAGE 6FI'S
IH
],I--
REF./FREZ. ----
-------
I
---
20
--
12
---
1.2
--
-0-
O
---
0.5
--
12
---
20
--
I
--
----- BATH 6FI'S
20
--
21
SMALL APPLIANCE
1
20
12
1.5
-0-
O
0.4
12
20
1
--- GARAGE DOOR
22
23
SMALL APPLIANCE
1
20
12
1.5
O
0
*
14
I5
1
GENIERP.L LIGHTING
24
25
SMALL APPLI ANGE
1
20
12
1.5
O
O
•
14
15
I
GENERAL LIGHTING
26
2?
--
GENERAL LIGHTING
------------
I
---
IS
--.
14
---
'
--
O
---
0
---
#
--
14
---.--
15
1
---
GENERAL LIGHTING
------------
26
--
29
GENERAL LIGHTING
1
15
14
'"
O
O
•
14
15
I
GENERAL LIGHTING
30
51
GENERAL 1-16HTIN6
15
14
"-
O
0
-
14
15
I
GENERAL LIGHTING
32
33
GENERAL LIGHTING
IS
14
•
O
O
*
14
15
I
GENERAL LIGHTING
34
35
-
POOL 5UB-PANEL
OPTION ------------
2
- - -
6
--
65
- - -
915
--
O
---
- - -
O
O
"
'
14
14
15
--
15
1
---
1
GENERAL LIGHTING
------------
GENERAL 1-161-1TIN6
36
--
5e,
5i
39
SPARE
--------SPARE
40
41
SPARE
SPARE
42
SUBTOTAL
3i.
09.6 O
11.1
* GENERAL L16HTIN6 = 1,610 (50.FT) X 3 (KATT5/50.FT) = 4,650 / 12 (GEN.LT6.GIR) = 402.5 (WATT5/EA)
TOTAL (NO A/C) = 4H.40
Ist 10,000 at 100% = 10.00
REMAINDER AT 40% = 15.36
A/C LOAD AT 65% = 6.24
TOTAL = 3I b0 x 1000 / 240 = 151.66 AMPS THIS PANEL
ELECTRICAL NOTES
A. HEAT STRIP LOAD GOVERNS OVER CONDENSOR UNIT LOAD.
B. CONDUIT SIZE.
C. 5EE 5UB-PANEL CALCULATIONS.
R. BRANCH CIRCUITS RUN IN ROMEX.
A.I.C. CALCULATIONS
(2 x 40 x 26,194)/(5000 x 240) = L-15
1/1 + 1.95 = 36.36 x 26,194 = 9525.09
A.I.G. OF SERVICE = 1525.09 A.I.G.
RATING OF PANEL = IOp00
DINING
LANAI
F
R\ '------�
I\T.
ROUGH114 FOR
\I
\
F
/
FAMILY
\
�
ROOM
RAISED
WP
6F1
/
J�TE�j
/
1-4— /
IN FOR
P FAN 4HLIGHT
I
OSUITS
I
E
F
ROUGH IN FOR
FAN d LIGHT OPT. RAISED
TV ELEC. �j
OPT.
OPT.
/ OUTLETS
revisions
no. date
designed --
drawn LTH
checked 55D
date 06/01/20 (PERMIT SET)
scale 1/4" = 1'-O' (U.O.N)
jot) no. 1906Z-5F-21.lh
4
Scott Blakeslee Disher
AR-0011586 M-0003285
I -
\
W
'0OFT' J J I U
z
® — — — — -�— THEN REF W
a I
DW I F Q
/ DBL. SINK
<7 W/0I5POSAL (J)
I W
\ W/ MICRO A/
ABV. LI-
- — — TRY W
NE
WBATH 6FI 6FI GPI 5FI Q
6F1 0 r---
r--- C
I I
I I BEDROOM 3 J Q<
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C • I I F FR�L GHOR Uj > O F—
Q Q w
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V15FI Planning
DOOR
BEDROO 2 OPENER
I I 300 Avenue of (ham Ions
IN FOR (� P
F FAN E LIGHT I I FILE COIF
Suite 260
I I Palm Beach Gardens, Florida 33418
PO H I I
Phone 561.202.6990
T ( I Fax 561.296.2494
archstudio0.com
I I m
drawing
ELECTRICAL
PLAN
sheet
E-1
PLUMBING NOTES
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE AND SHALL COMPLY WITH ALL LOCAL
RULES OF FLORIDA BUILDING CODE 6TH EDITION (2011) PLUMBING WITH ALL AMENDMENTS AND
ORDINANCES.
I. ALL WORKMANSHIP 4 MATERIAL-5 SHALL BE IN STRICT ACCORDANCE WITH FBG / FBG-R
2011 6TH. ED. APPLICABLE NATIONAL, STATE, LOCAL CODES, RULE5 4 ORDINANCES.
2. CONTRACTOR SHALL V151T THE JOB SITE 4 THOROUGHLY FAMILIARIZE HIMSELF WITH ALL
EXISTING CONDITIONS.
3. ALL MATERIAL5 SHALL BE NEH.
4. ALL HORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A
FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY
OPERATIVE.
5. ALL EXCAVATION 4 BACK FILL A5 REQUIRED FOR TH15 PHASE OF CONSTRUCTION SHALL
BE A PART OF THIS CONTRACT.
6. REQUIRED INSURANCE SHALL BE PROVIDED BY TH15 CONTRACTOR FOR PROTECTION
A&AIN5T PUBLIC LIABILITY 4 PROPERTY DAMAGE FOR THE DURATION OF HORK.
1. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS 4 TEST. 505TITUTION5
BY THE CONTRACTOR SHALL HAVE PRIOR APPROVAL. ANY CHAN6E5 MADE WITHOUT
APPROVAL HILL BE PAID BY THE CONTRACTOR TO RETURN TO THE ORIGINAL DE516N.
6. DRAWIN65 ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXALT LOCATION OF FIXTURES,
PIPING, EQUIPMENT, M.
9. ALL HORK SHALL BE COORDINATED WITH OTHER TRADE5 TO AVOID INTERFERENCE WITH
THE PROGE55 OF CON5TRUGTION.
10. VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXI5TIN6 UTILITIES PRIOR TO BE6INNIN6
CONSTRUCTION, ADV15E ENGINEER OF ANY 015GRE2ANGIES. ANY COST RESULTING FROM
DISCREPANCIES NOT REPORTED AT TH15 TIME SHALL BE PAID BY THE CONTRACTOR.
11. HATER PIPING TO BE COPPER, PEX TUBE, OR PVC DEPENDING ON PROJECT
REOUIREMENTS, AND/OR AVAILABILITY.
12. SOIL, HASTE 4 VENT PIPING TO BE PVC. #40 DVW.
13. ALL FIXTURE5 MUST BE PROVIDED HITH READILY ACGE551BLE 5TOP5, AND MEET THE
REOUIREMENT5 OF CHAPTER 6, TABLE 604.3, 604.4, 6045
14. INDIVIDUAL 51401,11ER 4 TUB/SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH
CONTROL VALVES OF PRESSURE -BALANCE, THERMOSTATIC MIXIN6 OR COMBINATION
PRESSURE -BALANCE / THERM05TATIG-MIXIN6 VALVE TYPES WITH A HIGH LIMIT STOP IN
A55E 101b OR GSA 5125 ( PER F.B.C. P2'108.3)
15. HHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE
USED.
16. CONDENSATE LINES TO BE COPPER/PVC DEPENDIN6 ON PROJECT REQUIREMENTS.
INSULATE WITH I/2" THICK ARMAFLEX INSULATION.
1-7. CONTRACTOR SHALL 6UARANTEE ALL MATERIALS 4 HORKMAN5HIP FREE FROM DEFECT5
FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE.
CORRECTION OF ANY DEFECTS SHALL BE COMPLETED HITHIOUT ADDITIONAL CHARGE AND
SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION
WHICH MAY HAVE BEEN DAMAGED THEREBY.
16. NO PVG PIPING TO BE USED IN COMMON PLENUM AREAS.
I9. IN5PECTION AND TE5TIN6 OF BAGKFLOW FREVENTION A55EM5LIE5 PER 20I1 FPG, 6TH ED.
SEGTION5 312.10, 312.12.I.AND 512.10.2
PLUMBING FIXTURE SCHEDULE
FIXTURE
TRAP
51ZE
GOLD
WATER
HOT
WATER
FIXTURE
UNITS
H40
3"
I\2"
-
6
LAV
1-1/2"
1\2"
1\2"
5
5HIOWER
2"
1\2"
I\2"
2
KITCHEN SINK
1-1\2"
\2"
1\2"
2
AM
2"
\2"
1\2"
2
DW
1" 5H
-
2
HB
-
I/2"
-
2
TUB
2"
1\2"
1\2"
2
BIDET
-
-
NA
TOTAL
21
1) FIXTURES TO COMPLY W/FBG PLUMBING SECTIONS -701.1,605.1 4 604.5
2) ANTI -SCALD VALVE:
ALL 5WIIER5 4 BATH/SHOWER C.OMBINATION5 SHALL BE PROTECTED
WITH A CONTROL VALVE OF THE PRESSURE BALANCE, THERMOSTATIC
MIXING OR COMBINATION TYPE SET. HANDLE P051TION STOPS PER
MANUFACTURERS INSTRUCTIONS AT TIME OF IN5TALLATION TO A MAXIMUM
MIXED WATER OUTLET TEMPERATURE OF 120" F.
JI
J
GU
GOLD WATER SUPPLY
TO WATER HEATER
INTERNAL HEAT TRAP
(FBC B-13-6-612.IAB6.2.2)
PROVIDE A 210'F TEMPERATURE
TO HOT WATER FIXTURES
AND TO P51 PRESSURE RELIEF
AS 5HOWN ON PLAN5
VALVE WITH TEST LEVER 51ZED
NOTE:
WITH ACA/05A TEMPERATURE
EXTEND CONDENSATE DISGHARCE
STEAM RATING 10% OVER HEATER
TO MINIMUM OF 12 INCHIE5 FROM
INPUT
BUILDING'S EXTERIOR WALL.
THERMOSTAT AND
6005E
NECK PRE59JRE REGULATOR
PROVIDE A HARD RELIEF
FURNISHED WITH
VALVE DISCHARGE LINE FULL
WATER HEATER
SIZE OF VALVE OUTLET TO RUN
N
TO EXTERIOR OF BUILDING OR
-
NEAREST APPROVED INDIRECT
WASTE DRAIN VALVE BY
MIN. 5/4' WATTE PIPE, EXTEND
HEATER MANUF.
/
TO BLD6. EXTERIOR 4
TERMINATE MIN. 6"/MAX. 24"
ABV. GRADE.
MIN 246a 6ALV. STEEL PAN MIN.
CONDENSATION DISCHARGE DETAIL
O 1 1/2' DEEP H/MIN. 3/4' HASTE
4�- PIPE
SET HEATER THERMOSTAT TO 120'F
WATER HEATER DIAGRAM
1212W* 4:4
2'4' STAND
H. 4 GIN 5UPPLY
WASHING MACHINE BOX
N.T.S. N.T.S. N.T.S.
PLUMBING RISER DIAGRAM
N.T.S.
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MINI -VENT MINI -VENT
11/2'
TRAP TRAP
OR
2. OR 5" 2" OR 5.
AIR ADMITTANCE VALVE (A.A.V.) DIAGRAM
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revisions
no. date
OEWED FOR
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"JCIE COUN.
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ARCHITLk
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Planning
300 Avenue of Champions
Suite 260
Palm Beach Gardens, Florida 33418
Phone 561.202.6990
Fax 561.296.2494
archstudiofl.com
drawing
PLUMBING
PLAN
sheet
P-1
GENERAL AIR CONDITIONING NOTES
MECHANICAL EQUIPMENT NOTES:
1. THESE DRAWINGS ARE RESULTING INSTALLATION ARE INTENDED TO COMPLY WITH:
1.. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED WHERE APPLICABLE
SEE ADDITIONAL COMPLIANCE NOTES.
AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND
2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING
SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES,
IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS
CONNECTIONS, ETC. TO FUNCTION PROPERLY.
2. PROVIDE SMOKE DETECTORS WITH ACCESS DOORS IN ALL SUPPLY AIR DUCTS
ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL
GOVERN THE EXACT LOCATIONS.. CONTRACTOR. SHALL FOLLOW DRAWINGS IN LAYING
FOR FANS AND AHU'S ABOVE 2000 CFM. ALL SMOKE DETECTORS SHALL BE BY
OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK
ONE MANUFACTURER; COORDINATE VOLTAGE ETC. WITH ELECTRICAL
CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION,
WILL BE INSTALLED AND MAINTAIN MAXIMUM HEADROOM, AND SPACE CONDITIONS
SMOKE DETECTORS SHALL SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT
AT ALL POIN.T.S.. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR
SERVINGCOMMON
AND L AJR MOVING THAT
INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH
3.. PROVI ETYPE"B"FIRE DDAMPE S INLDUCTS OR OPENINGS PENETRATING
INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD
FIRE RATED WALLS, PARTITIONS, FLOORS OR ROOF SLABS AND AT FRESH AIR
MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF
INTAKES IF REQUIRED (SEE ARCHITECTS PLANS FOR RATINGS). PROVIDE
VARIOUS TRADE OF FOR PROPER EXECUTION OF THE WORK.
RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING
3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR
FANS, DIFFUSERS OR. GRILLS RATED FOR USE IN THE CEILING ASSEMBLY AS
WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE
SPECIFIED BY ARCHITECT.
SERVICES ALL AIR CONDITIONING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL,
4. PROVIDE BACKDRAFT DAMPERS ON ALL EXHAUST FANS AND/OR INUNE FANS.
PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. WITHOUT ADDITIONAL EXPENSE
5. PROVIDE. VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS SPECIFIED
TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCES OR OMISSIONS
IN THE DRAWINGS. IF NOT SPECIFIED, AS RECOMMENDED BY MANUFACTURER
OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ENGINEER IN -
FOR QUIET OPERATION (WITH 99 % ISOLATION EFFICIENCY).
AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED.
6. PROVIDE A MIN. OF 10' CLEARANCE EETWEEN O/A INTAKES AND VTR OR
4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE
EXHAUST OPENINGS.
7. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE
MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT:
INSTALLATION (48" A.F.F.).
OF ITEMS, WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE
8. RUN INSULATED CONDENSATE DRAINS AS PER PLUMBING DRAWINGS.
APPEARANCE. REMOVAL AND. REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN
9• MOUNT ALL ROOFTOP EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS
DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR.
REQUIRED BY LOCAL CODS, ALL CURBS SHALL EXTEND 8" MIN. ABOVE
5. START OF WORK BY CONTRACTOR $HALL BE CONSIDERED AS ACCEPTANCE BY HIM
FINISHED ROOF.
OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER
10 ALL PIPING AND DUCTWORK SHALL EE SLEEVED THRU WALLS, BEAMS, SLABS,
TRADES OR OTHER.. CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR
.
ETC, AS REQUIRED AND NATEC WITH ENGINEER. REWORK
SHALL REMOVE AND REPLACE, AT HIS .EXPENSE, ALL AIR CONDITIONING WORK
LNGCOOA
ECES ARYT RAN
BAR .JOIST CROSS BRACING AND PR)VIDE NECESSARY TRANSITIONS AS
WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER
REQUIRED FOR DUCTWORK INSTALLKION.
TRADES.
11. ALL INSULATION WILL HAVE FIRE/SM(KE RATING LESS THAN 25/50.
6. THE CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS
12. PROVIDE MOTOR STARTERS AS FOLLGNS (UNLESS OTHERWISE RECOMMENDED BY
ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO
MOTOR MANUFACTURER):
THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY
A PROVIDE OVERLOAD PROTECTION - 1/3 HP AND ABOVE (ALL PHASES)..
LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE
B. PROVIDE ACROSS THE LINE WLTAGE STARTING BELOW 25 HP.
AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR
C. REDUCED VOLTAGE MOTOR STARTER FOR 25 HP AND ABOVE.
ORDINANCES.
13. ALL OUTDOOR EQUIPMENT SHALL COAPLY WITH LOCAL ZONING NOISE
7. THE WORD "AIR CONDITIONING" MEANS HEATING, VENTILATION, AIR CONDITIONING,
ORDINANCES. MIN. REQUIREMENT SALL NOT EXCEED A NOISE LEVEL OF 65 DB
DUCTWORK, PIPING, REFRIGERANT LINES, CONTROLS, SMOKE AND FIRE DAMPERS
AS MEASURED RADIALLY 30 PT ROM THE EQUIPMENT IN ALL DIRECTIONS.
14. FILTERS SHALL BE IN PLACE DURING CONSTRUCTION. PROVIDE A NEW SET.
ETC _
15. PROVIDE FLEXIBLE CONNECTION FOR (RUBBER EXPANSION JOINT) FOR THE
8. PROVIDE MEANS "FURNISH AND INSTALL".
CONDENSER WATER PIPE ON THE SYCTION AND DISCHARGE SIDE OF THE PUMP,
9..-DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE...
HEAT EXCHANGER AND COOLING TOYER. FLEXIBLE CONNECTION TO BE TWIN
10. SHOP DRAWINGS: THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP
SPHERE FROM API INTERNATIONAL TZT SERIES.
DRAWINGS OF EQUIPMENT PRIOR T0. PURCHASE FOR APPROVAL..
16 PROVIDE 1' ISOLATION PAD UNDER CAMP AT ALL PIPE PENETRATION ON THE
11. AT COMPLETION OF JOB THE HVAC CONTRACTOR SHALL GIVE THE OWNER AN
.
SLAB.
AS -BUILT SET OF REPRODUCIBLE DRAWINGS SHOWING THE EXACT AND COMPLETE
17. PROVIDE 10" INERTIA BLOCK "MASON BMK"FOR ALL PUMPS.
INSTALLATION.
18. ALL PIPE ABOVE 12" IN DIAMETER RUNNING HORIZONTALLY MUST. BE HANGED
12. ALL DUCT SIZES ARE IN INCHES AND REPRESENT CLEAR INSIDE DIMENSIONS.
FROM ADJUSTABLES STEEL YOKE PIPE ROLL WITH SPRING ISOLATORS. PIPES 12"
13. THE HVAC CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR
AND LESS RUNNING HORIZONTALLY RAY BE HANG FROM STANDARD CLEVIS
ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE. BY OWNER. ANY
HANGERS, WITH ISOLATION PAD BETWEEN PIPE &HANGER AND SPRING
OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO
ISOLATORS.
.BREAKDOWN
THE OWNER. THE COMPRESSOR (S) SHALL HAVE. A FIVE YEAR. WARRANTY.
19. UPON INSTALLATION OF DRYER EXHALST DUCT, BECAUSE OF FIELD
14. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED BY
COORDINATION DRYER EXHAUST EXCEED MANUFACTURER RECOMMENDED LENGTH
LOCAL CODES.
(INCLUDING ELBOWS).
15. ALL LOUVERS, GRILLS, PIPING, ETC. SHALL BE PAINTED TO MATCH SURROUNDING
20. PROVIDE PROOF OF AIR FLOW TO ALL AIR MOVING EQUIPMENT USE IN THE
COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE
SMOKE CONTROL SYSTEM, CURRENT SENSORS FOR ALL DIRECT DRIVE FANS
WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT WITH.BENJAMIN
AND SAIL SWITCHES FOR ALL. BELT DRIVING FANS.
PSI.
MOORE EPDXY ENAMEL 182.
21. ALL VALVES AND FITTINGS RATED TO 175
22. PROVIDE 1" VIBRATION ISOLATION PAD (NEOPRENE PAD) FOR ALL AHU AND A/C
16. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING, AND
UNITS.
WALL OPENINGS SHALL BE BY THE GENERAL CONTRACTOR:
23• SEAL ALL DUCTS, JOIN.T.S. AND SEAMS AN AN APPROVED MANNER TO INSURE
17. ALL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE 1/2"
AGAINST LEAKAGE.
LARGER (ON ALL SIDES)THEN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE
44. PROVIDE CIRCUIT SETTEES FOR ALL HEAT PUMPS (DIRECT RETURN SYSTEM
RETARDANT SILICONE FOAM (I.E. CHASE -FOAM CTC PR-855 BY CHASE. TECHNOLOGY
ONLY).
CORP.):
25. ALL HORIZONTAL EXHAUST DUCTWORK INSIDE APARTMEN.T.S. SHALL HAVE PITCH
18. ALL STORAGE ROOMS, TOILETS, ETC. (COMMON AREAS), WILL HAVE 3/4" UNDERCUT
OF 1/16" PER LINEAR FOOT TOWARD THE WALL CAP.
DOORS TO PROVIDE VENTILATION REQUIRED WHEN DOOR OR TRANSFER GRILLES
26. RETURN AIR PLENUMS SHALL BE CONSTRUCTED AIR TIGHT TO AVOID AIR
ARE NOT SHOWN.
LEAKAGE. NO COMBUSTIBLE MATERIALS ALLOWED IN PLENUM SPACE. NO
19, ALL BEDROOMS AND BATHROOMS. (APARTMEN.T.S.), WILL HAVE 1" UNDERCUT DOORS
EXHAUST DUCTWORK SHALL BE INSTALLED IN RETURN AIR PLENUMS.
'..
TO PROVIDE VENTILATION REQUIRED.
20.PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C
UNITS, OR MECHANICAL EQUIPMENT.
21.PROVIDE MAINTENANCE AND. OPERATION MANUAL ON ALL MECHANICAL EQUIPMENT
OR SYSTEMS. PROVIDE 5 SETS OF. SUBMITTALS ON ALL HVAC EQUIPMENT.
y�� /�
ADDITIONAL COMPLIANCE NOTES:
SUBMITTALS SHALL HAVE.A SUMMARY. SHEET SHOWING ALL SCHEDULED
INFORMATION.
22, CONTRACTOR TO PROVIDE A COMPLETE SET OF SHOP DRAWINGS FOR ALL DUCT
1. THESE ENGINEERING DOCUMEN.T.S. AND THE RESULTING INSTALLATION OF THE
'..
LAYOUT INCLUDING APARTMENT. CONTRACTOR TO VERIFY FIELD CONDITIONS AND
DEPICTED HVAC SYSTEMS FOR THIS PROJECT ARE INTENDED TO CONFORM TO THE
NOTE ANY CONFLICT ON THE SHOP DRAWING FOR ENGINEER TO COMMENT.
FOLLOWING CODES AND STANDARDS:
23. CONTRACTOR IS TO PROVIDE SHOP DRAWINGS AND SUBMITTALS BASED ON THE
-'
APPROVED SET OF DRAWINGS. ANY DEVIATION FROM THE ORIGINAL DESIGN MUST BE
• FLORIDA BUILDING CODE 6TH EDITION (2017)
BROUGHT LP TO THE .ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND
FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION (2017)
COMMEN.T.S..
. FLORIDA BUILDING CODE MECHANICAL 6TH EDITION (2017)
• FLORIDA ENERGY CONSERVATION CODE 6TH EDITION (2017)
. FLORIDA FIRE CODE 61-KMATERIALS
_
• ACCA MANUALPREVENTIOND 2009 - R SIIDENTALEDITION DUCT SYSTEMS
• ASHRAE 2009 FUNDAMENTALS HANDBOOK
A. AIR CONDITIONING RIGID DUCTWORK SHALL BE CONSTRUCTED OF - H THICK
. ASHRAE STD 62.1 2010 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY
NAIMA AH116-2009 FIBROUS GLASS DUCT CONSTRUCTION STANDARDS
OR EQUAL. DUCT
FIBERGLASS DUCT BOARD AS MANUFACTURED BY E
, NFPA 90A - STANDARD FOR AIR CONDITIONING AND VENTILATION SYSTEMS
TERTAINTEED
WORK TO BE FABRICATED AND INSTALLED PER LATEST SMACNA STANDARDS.
NFPA 101 - LIFE SAFETY CODE
SMACNA 2005 HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE
B. FLEXIBLE DUCTWORK SHALL BE CLASS I AIR DUCT, U.L. 181 LISTED AS
SMACNA 010 FIBROUS GLASS CONSTRUCTION STANDARDS
MANUFACTURED BY ATCO FLEXAIRE OR APPROVED EQUAL AND OF R=6.0.
UL181 2005 FACTORY MADE AIR DUCTS AND AIR CONNECTORS
INSTALL PER LATEST S.M.A.C.N.A. STANDARDS AND MANUFACTURER'S
RECOMMENDATIONS. FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO
IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS
AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT
WITH THE LISTED CODES AND STANDARDS, THE CONTRACTOR SHALL REPORT IN
DISLOCATION OR DAMAGE, AND PREVENT THE CONSTRICTION OF THE DUCT BELOW
WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE
THE RATED DUCT DIAMETER IN ACCORDANCE WITH THE FOLLOWING
ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED.
REQUIREMENTS:
1. DUCTS SHALL BE INSTALLED FULLY EXTENDED. DUCT SHALL NOT EXCEED
2. ALL EQUIPMENT IS TO BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS,
8'-0" IN LENGTH THE TOTAL EXTENDED LENGTH OF DUCT MATERIAL SHALL
SPECIFICATIONS, AND RECOMMENDATIONS FOR SAFE AND EFFICIENT OPERATIONS. ALL
NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT
MANUFACTURER OPERATION AND MAINTENANCE GUIDES SHALL BE ISSUED TO THE
RUN.
2. BENDS SHALL MAINTAIN A CENTERLINE RADIUS OF NOT LESS THAN ONE
BUILDING OPERATOR AFTER SUCCESSFUL COMPLETION OF MAINTENANCE AND/OR
DUCT DIAMETER.
BUILDING OPERATORS.
PROCEDURES TRAINING OF THE B G
PREVENTATIVE MAINTENANCE PR S
3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE
DUCT.
3. DESIGN CRITERIA INCLUDES BUT NOT LIMITED TO:
4. HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GREATER THAN
• INSIDE DESIGN CONDITIONS - 75'F/63'F COOLING, 70'F HEATING
5 FEET. DUCT. SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1./2 INCH PER.
. .OUTSIDE DESIGN CONDITIONS - 91°F/79'F
FOOT OF LENGTH. SUPPORTS SHALL BE PROVIDED WITHIN 1.5 FEET OF
• EXTERIOR CBS WALL INSULATION - FI-FOIL R=4.1
INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS.
ATTIC BATT INSULATION - R=30.0
CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDERED TO BE
• SLAB ON GRADE INSULATION - NONE
SUPPORTS.
• ELEVATED FLOOR OVER UNCONDITIONED SPACE - NONE
5. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT g
• GARAGE PARTITION - WOOD FRAME PARTITION R-11
MANUFACTURER'S RECOMMENDATIONS AND SHALL BE NOT LESS THAN 1-1/2 A
EXTERIOR GLAZED FENESTRATION SUMMER DAYTIME .U.VALUE = 1.07, SHGC=0.35
INCHES WIDE AND SHALL BE OF SUFFICIENT WIDTH TO PREVENT RESTRICTION
OF THE INTERNAL DUCT DIAMETER.
C. TOILET EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL DUCT INSTALLED
IN ACCORDANCE WITH THE LATEST SMACNA AND ASHRAE STANDARDS AND
LEGEND
MANUFACTURERS RECOMMENDATIONS.
D. DRYER EXHAUST DUCTWORK SHALL BE 26 GAGE ROUND SHEET METAL SNAP LOCK
PIPE OR EQUAL. DRYER EXHAUST DUCTWORK SHALL BE INSTALLED IN STRAIGHT
RIGID DUCTWORK, R=6.0
LINE FASHION AND IN COORDINATION WITH OTHER TRADES IN ORDER TO AVOID
TRAPS AND DIPS IN THE DUCTWORK.
E. DRYER EXHAUST DUCTWORK SHALL BE AS FOLLOWS:
FLEXIBLE DUCT, CLASS I, R=6.0
1. 4.0, AND CONSTRUCTED OF 26 GAGE GALVANIZED SHEET METAL AND OF
SMOOTH INTERIOR FINISH.
2. SUPPORTED EVERY 4FT.
3. INSERT END OF THE DUCT SHALL EXTEND INTO THE ADJOINING END.
RETURN AIR REGISTER/GRILLE
4. NO SCREWS OR FASTENERS THAT PROTRUDE INTO THE SIDE OF THE DUCT
ARE ALLOWED.
5. THE EQUIVALENT LENGTH OF DUCT SHALL BE IDENTIFIED ON A PERMANENT
LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6FT OF THE
CURVED BLADE CEILING GRILLE - 1.2, OR 4-WAY.
EXHAUST DUCT CONNECTION.
AIR GUIDE MODEL CB WITH OPPOSED BLADE DAMPER.
6. TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT
( OR EQUAL)
SHALL BE A SINGLE LENGTH THAT IS LISTED AND LABELED IN ACCORDANCE
WITH UL 2158A. TRANSITION DUCTS SHALL BE A MAXIMUM OF 8FT LONG
RETURN AIR GRILLE - AIR GUIDE MODEL RH (OR
AND SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. TRANSITION DUCT TO
Z EQUAL).
BE DRYER FLEX DRYER EXHAUST DUCT BY IN -OVATE DRYER PRODUCTS OR
}
EQUAL. DRYER. BOX AND TRANSITION DUCT TO BE PURCHASED SEPARATELY
FROM APPLIANCE.
MOTORIZED CONTROL DAMPER.W/ACCESS PANEL.
7. ALL FLOOR SLAB .PENETRATIONS OF THE DRYER DUCT SHALL BE SEALED
DAMPER OPEN WHEN AHU IS ON; CLOSED WHEN
WITH APPROVED FIRE -STOPPING MATERIAL.
AHU IS OFF.
F. ALL AIR DISTRIBUTION DEVICES SHALL BE OF ALUMINUM CONSTRUCTION, PAINT
WITH WHITE ENAMEL (COORDINATE WITH ARCHITECT) MANUFACTURED. BY TITUS OR
O SINGLE STAGE HEAT/COOL PROGRAMMABLE
APPROVED.
THERMOSTAT MOUNTED. AT 46" A.F.F..
G. FILTERS SHALL BE OF DISPOSABLE TYPE AND HAVE CLEAN PRESSURE DROP OF
- REFRIGERANT PIPING -SEE SPLIT SYSTEM SCHEDULE
0.15" PROVIDE TWO SETS, ONE DURING CONSTRUCTION AND ONE FOR USE
_
FOR SIZES
AFTER OCCUPANCY.
H. COUNTERBALANCED BACKDRAFT DAMPERS SHALL BE HEAVY DUTY EXTRUDED
ALUMINUM RUSKIN MODEL CBD2 OR APPROVED EQUAL.
1. ALL DUCT ACCESS DOORS TO BE SMACNA STANDARD LOW LEAKAGE DOUBLE SKIN
ABBREVIATIONS (NOT ALL APPLY)
MANUFACTURED BY RUSKIN. MINIMUM SIZE 10"x10".
J. ALL SUPPLY, RETURN, AND EXHAUST DUCT WORK SHALL BE SEALED TIGHT PER
SMACNA STANDARDS.
A/C AIR CONDITIONING UNIT
FB FLOW BAR DIFFUSER
K. FIRE DAMPERS SHALL BE STYLE "B", U.L. 555 LISTED, 265 F FUSIBLE. LINK
AD ACCESS DOOR
FLD FULL LOUVER DOOR
RUSKIN MODEL DIBD20 OR APPROVED EQUAL AND SHALL BE INSTALLED IN
AFF ABOVE FINISHED FLOOR
GD GRAVITY DAMPER
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
AHU AIR HANDLING UNIT
MVO MANUAL VOLUME DAMPER
AP ACCESS PANEL
MCD MOTORIZED CONTROL DAMPER
BOO BACK DRAFT DAMPER
OBD OPPOSED. BLADE DAMPER
BFC BELOW FINISHED CEILING
OAI 'OUTSIDE AIR INTAKE
CFM CUBIC FEET PER MINUTE
DAL OUTSIDE AIR LOUVER
CG CEILING GRILLE
RAG RETURN AIR .GRILLE
CLG CEILING
SO SMOKE DETECTOR.
CM CEILING MOUNTED
SF. SUPPLY FAN
CU CONDENSING UNIT
SR SIDEWALL REGISTER
DG DOOR GRILLE
TG TRANSFER GRILLE
EF EXHAUST FAN
TV TURNING VANES
EG EXHAUST GRILLE
UD UNDERCUT DOOR
EAL EXHAUST AIR LOUVER
WM WALL MOUNTED
ER EXHAUST REGISTER
WMS WIRE MESH SCREEN
MIN. 2"+0 OF FLEX DUCT
RIGID BOARD'
FIBERGLASS
PLENUM BOX; `\
MIN, 2"+0 OF FLEX DUCT
i
SIZE AS REQUIRED
CUT PLENUM BOX PER GRILLE REQUIREMENT,
(VERT OR HORZ).SEE PLANS FOR MODELS & SIZES
ALL FLEX DUCT TO BE FULL CIRCLE INTO GRILLE BOOTS (TYPICAL)
FLEX-DUCT/PLENUM BOX DETAIL
N.T.S.
LANAI j DINING
I
IIII
L Ill j
8x8 CG-4W
150 CFM
I 1
16)t6 16x16
RAGV �V RAG
FAMILY 6"0
ROOM
I
OWNERS +
SUITE 8x8 (G-4yW
1.5D CFM
6"0 - -
�-
8 - -
I000 CG-1W
INSTALLATION OF CONDENSING UNIT
SHALL COMPLY WITH FBC-2017
ISOMODE PADS
4" CONCRETE PAD
FASTEN COND UNIT BASE PAN TO
4" CONC, PAD WITH (4) 1/4"
TAPCON CONCRETE SCREWS.
SCREWS TO PENETRATE CONCRETE
1.5" MINIMUM, PLACE SCREWS AS
INDICATED IN THE BASE PAN. --
I'MN
LINES
6e,
•° d4 m,
FINISHED GRADE
am°° o
a a
>\ K >\ K ice\
O O
- O O
CONDENSING UNIT FASTENING DETAIL
N.T.S.
1 1/2", 26 GAGE
HANGER BAND
CLAMP WITH BAND
STRAP
1" MIN.
I 5'-0"
p1 1/2 HANGER BAND CLAMP
II WITH WIRE IS OPTIONAL.
FLEXIBLE DUCT 24"0 MAX. TO BE INSTALLED
IN ACCORDANCE WJMANUFACTURES
INSTALLATION INST UCTION. USE
DUCT SEALER & BANDING DEVICE.
FLEXIBLE DUCT SUPPORT
N.T.S.
SPLIT SYSTEM SCHEDULE_
UNIT NUMBER
AHU-1
MANUFACTURER
RHEEM
MODEL NUMBER
RHIT3624STANJA
CABINET
VERTICAL
Z
TOTAL AIRFLOW (dm) / EXT. STATIC PRESSURE (we)
1200/0.25
O/A CFM
60
E.A.T. (db/wb -F)
76/63.8
Z
SENSIBLE COOLING CAPACITY (mbh)
26.1
J
TOTAL COOLING CAPACITY (mbh)
34.0
Z
BLOWER MOTOR HP / F.L.A,
1/2 / 2.7
VOLTAGE
230-1-60
UNIT WEIGHT
125
MATCHING CONDENSING UNIT
CU-1
APPROXIMATE SIZE (LxWxH) (in)
22 x 244 x 35
ELECTRIC HEAT ER
KW
9.6
CAPACITY (mbh)
32.7
CU NUMBER
CU-1
MANUFACTURER
RHEEM
MODEL NUMBER
RA1436AJINA
NOMINAL TONS
3.0
CONDENSER AIR ENTERING TEMP ('F)
95'F
1-
No. OF COMPRESSORS
1
R.L.A. ea
14.1
tR
L.R.A. ea
77
Z
No. OF CONDENSER FANS
1
(n
F.L.A. ea
0.8
WVOLTAGE
230-1-60
0
CU MAX BREAKER SIZE
30
ZOSYSTEM
SEER
15.0
U
LIQUID LINE' (in)
3/8
SUCTION LINE (in)
7/8
UNIT WEIGHT (lbs)
171
AREA SERVED
SEE DWG.
ACCESSORIES:
1. BUILT IN CONDENSATE PAN FLOAT SWITCH.
2. FACTORY PROGRAMMABLE THERMOSTAT WITH COLOR TOUCH SCREEN.
3. NON COMBUSTIBLE FLOOR STAND FOR AHU.
4. 3/4" SLIP ON ARMAFLEX INSULATION FOR ENTIRE LENGTH OF RE
MECHANICAL VENTILATION CALCULATION:
3 BEDROOMS X (1 PERSON/BEDROOM + 1) X 15 CFM/PERSON = 60 CFM
FAN
SCHEDULE
FAN No
MFG
MODEL No FAN TYPE
1 CFM
_._,,.
S.P.
FAN RPM
MOTOR
HP
VOLTS
DRIVE
SpNES
LOCATION
SERVICE
ACCESSORIES
-1
EFFXH
GREENHECK
SPA CEILING FAN
50
0.25
850
13W
120-1-k1,
DIRECT
I 0.30
SEE DWS
BATH
1,2
ACCESSORIES:''
A. BACK DRAFI
B, DECORATIVE
NGE
PANTRY
1000
12"0 REF. UNES
DOhN IN LINE
COVER
EWH
-, / GU
- AHU-1
- (I,400cfm)
LAUNDRY 12x12 DOOR 4"e
GRILLE
6x6 CGS W ` 4"0 O/A INTAKE
1 �� UP TO ROOF CAP
50
8"0 PANEL 'A'
DRYER E
_ 5"0' ATTIC I
L
FOYER L_ ACCSS - J
s -a" c�G.
CL 12xl
RAG
DRYER EXH' DRYER 8"0
I WALL CAP >= BOX� 1 6"0
2 CAR GARAGE
8x8 CG-1W
150 CFM I
1
BEDROOM 2 -_
{
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i
I�I
it
PORCH
VAC FLOOR PLAN
SCALE: 1/4" = 1'-0"
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Ind
METER &
DISC
DAMPER
CEILING GRILLE
PLENUM ATTACHMENT PER SMACNA FIBROUS GLASS DUCT
FIG 2-25
CONSTRUCTION STANDARDS. PAGE 2.14 ( )
FIBROUS GLASS PLENUM
DUCT
-DISCONNECT
2}" SQ. WASHERS SWITCH
12" MAX O.C. 22 GAUGE S.M. AUX. OVERFLOW
MIN. 2 PER SIDE 1 %3" COLLAR MICRO -SWITCH
If 1Ox1}" SHEET o AHU
METAL SCREWS
GLASS FABRIC & MASTIC
CLOSURE OR UL LISTED SUPPLY AIR
PRESSURE SENSITIVE ALUM. DISCHARGE
TAPE (SEE EXCEPTIONS) FLANGE
EQUIP. TOP \
SCREW, POP RIVET OR VIBRATION
SPOT WELD TO EQUIP. ISOLATION
FLANGE PADS
FILTER -
RACK
FLOOR
AHU PLENUM DUCT ATTACHMENT
N.T.S.
REFRIG. LINES UP
TO CU AT ROOF
METAL
STAND
CODE COMPL
ST. LUCIE CO'
BOCC
revisions
no. date
designed ---
drawn LTH
checked SBD
date 10/24/19 (PERMIT SET)
scale 1/4" = V-0" (U.O.N.)
job no. 190627_SF-21.lh
FILE COPY
\00\\0111111////
�\C NS�
No. 43414
A
STATE OF �
F � \
drawing
JOB NUMBER: 20011
21
34 N.W. 168"' Street
North Miami Beach, FL 33169
Tel.: (305) 653-0212
E-Mail: AlbertS@fesinc.biz
Albert Shub, P.E., LEED AP
P.E.#: 0043414 - Mechanical
C.O.A.: EB00038C
sheet
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