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HomeMy WebLinkAboutBuilding PlansCALCULATIONS 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 WINDOW SCHEDULE MARK TYPE STYLE NOTES WSIZ Fi +D•P. 001 SH26 SINGLE HUNG 3'-1" 6'-4" 40.40 43.92 002 PICTURE 24 PICTURE 3'-1" 4'-2 3/4" 41.50 45.01 OPAQUE 003 PICTURE 24 PICTURE 3'-1" 4'-2 3/4" 41.50 45.01 OPAQUE 004 PICTURE PICTURE 3'-0" 2'-0" 1 41.5 45.01 005 SH25 SINGLE HUNG 3'-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 3'-1" 5'-3" 40.40 43.92 008 SH25 SINGLE HUNG T-1" 5'-3" 40.40 43.92 009 SH25 SINGLE HUNG 3'-1" 5'-3" 40.40 43.92 010 SH25 SINGLE HUNG 3'-1" 5'-3" 40.40 43.92 011 SH25 SINGLE HUNG 3'-1" 5'-3" 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'-811 8'-011 003 SLIDING DOUBLE 5'-0" 8'-01, 004 SINGLE 2'-8" 8141 005 SINGLE 2'-8" 8'-0" 006 SINGLE 2'-8" 8'-0" 007 SINGLE 2'-8" 8'-0" 008 SINGLE 2'-6" 8'-011 009 SINGLE 2'-6" 8'-0" 010 BIFOLD 1'-611 8'-011 011 SLIDING DOUBLE EXTERIOR 6'-01, 8'-0" 37.15 40.67 012 SINGLE 2'-0" 8'-011 013 SINGLE 2'-6" 8'-011 014 SINGLE 2'-8" 8'-0" 015 BIFOLD 2'-4" 8'-0" 016 SINGLE 2'-4" 8'-0" LOUVERED 017 SINGLE 2'-8" 8'-0" NOTE #2 018 OVERHEAD 16'-0" 1 7'-0" 1 35.03 r42.00 NOTES: I. ALL WINDOW d DOOR 51LAZIN& TO BE LOW-E.- NON IMPACT - (IMPACT OPTIONAL) 2. 6ARA6E ENTRY DOOR SHALL BE SOLID HOOD DOOR NOT LE55 THAT 1-3/8" IN THICKNESS, SOILID OR HONEYGOMB-GORE STEEL DOOR NOT LE55 THAN 1-5/6' THICK OR 20 MIN. FIRE FATED DOOR, EQUIPPED HITH SELF- G1051N6 DEVICE. PER FBG-R502.5.1 5. VERIFY ALL OPENING PRIOR TO MANUFAGTURIN6 WINDOW d DOORS. 4. ALL EXTERIOR HAIL OPENINGS IN BUILDIN65 (DOORS, AINDOHS) HILL BE FULLY PROTECTED WITH IMPACT RE515TANT COVERINGS - SHUTTERS. 5. WITH ALUMINUM THRESHOLD: DE516NATED EMERGENCY MEANS OF ESCAPE PER FB.G 2011. Category / Subcategory PA # or NOA# Manufacturer Model Number Product Design Pressures Exterior Doors (+) (-) 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 GD41- 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 N/A N/A Underlayment FL9777.1 Owens Corning Weatherlock G N/A N/A Roof Vents 19-0109.02 O'Hagin Manufacturing, LLC O'Hagin's Cloaked Vent tile N/A N/A ---------- �- I I DINING LANAI o11 q' 4" cL6. 1'-4" GL6. Qi I m I 5 J6 - m 12'-5" 006 21'-0" SUITE a ry q'-4" GL6. FAMILY 10 ROOM 13'-5" 4" 20'-O" q' 4" GL6. 0 a m 15LAND COUNTER 07 °; m p (0' 56" A.F.F. ( � I 00 PH i I�� DBL.SINK iv w/715POSAL in RAN6E 18'-6" H/ MICRO REFJ HEN FREEZ. 012 - ry -6 4" = 4'-4" cti NE TH S O ABV. PANTRY 5 5HV5. O4 - - O -- mb GL6 ( IR-I5 WIC - 015) BEDROOM q:_4" 3 6 O u in ry n F I I b'-8" 11 010 2 I"'�r IR-15 -fTinit ;� WIC LINEN - 5 5HV5. 4'-8" Q, IGALLERYI I q'-4" to 10'-O" GOFF. GL6. o13 014 _ _ OI m O - r � o,6 017 3 _ BATH 2 GLG. 005 LAUND _* 004 4'-10" 2 F LL �I I FOYER 4'-4" GL6. _�� AZCap L�WPG. LT. PANEL 'A' BUILD OUT SEE TAIL ON A-4 DIETER d DISC [ORY]ERLJ - -' INSULATE HALLS n 002 H/ R-11 MIN. BATT5 (TYP) 2 CAR GARAGE N 003 q'-4" GL6. 0 BED 'I'-,"GL6. OOM 2 LINE OF GARAGE DOOR ABOVE ------ ------ ---- 0 - 001 I PROVIDE GARAGE VENTILATION PER FMG T I VENT IN GARA6� DOOR VENTILATION MEETS 3.1.1 THE REQUIRED VENTS ALON6 6ARAOE DOOR PE IMETER. , PORCH I I I I I I I I p 1 p O = revisions no. date designed --- drawn LTH checked 580 date 0-I/01/20-PERMIT - scale 1/4" = 1'-0" (U.o.N) job no. 200561_5F.mm215t O Scott Blakeslee Disher AR-0011586 AA-0003285 op O ri 6 C 2', 2 a 0 = U (B CO) 2Ow w O Q Y� C 0 EL o aQ 1 2 > Q 1n o1D W m �}' LL FL N 9 d0 4t C4 as (D 3 to U) w •) 00(1 W C) W W ll Q J_ p C Of J c LLi O L.L `t � w 27 U Lu -J -J w_ N ( v p �- U) Z o� N � LO O project ARCHITECT RAE ?g_ 0 YK3 Architecture REVIE ED FOR CODE C MPLIANCE'_ Planning ST. LUCI' �COUNTY IB S✓{„s a V 300 Avenue of Champions Suite 260 Palm Beach Gardens, Florida 33416 111 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com - FILE COPY drawing f FLOOR PLAN revisions rGENERALAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES ELECTRICAL NOTESSTRUGNRAL VOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER no. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH b" X 6" X WIAXWI.4 CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBERN5TRIJGTION: GLA55 V, UNPROTECTED, GROUP R3 OCCUPANCY PER CONCRETE UNITS TO BE ASTM G q0-14. A51M GRADES NI OR NIT. PROVIDE PRECAST A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE 1TREAIMENT PROVIDER AND NEED I. CONTRACTOR SHALL VERIFY WITH F.P.dL. THE LOCATION OF SERVICE AND SHALL W.W.M. ON 6 MIL VISOUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL. HIM SHALL CONSTRUCTION.DING CODE 2011. LINTELS AS NECESSARY. (P'm = 1500 PSI) FOR REINSPEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN LOCATE METER E PANELS AS REQUIRED. BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRICAL PANEL. SUPPORTED AT 6-O" O/G EACH WAY WITH APPROVED MATERIALS. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PPZ55URE TREATED. 2, ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE.ION SHALL FOLLOW THE FLORIDA BUILDING CODE A5 ADAPTED BY THE 2. MORTARTYPE M PER ASTM G 270-12a. PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER ALL APPLICABLE AMENDMENTS. 2. PROVIDE 3" STEEL POST OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDITOU5 MATERIALS AND ThE WOOD A5 PER GORE.2. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 3. ASTM 0476 GROUT (HVAG, EHW, WAShER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER FB.C. 3. WHERE REQUIRED BY OTHER CODE5,5ERVICE AND FEEDER CONDUCTORS SHALL BE ALL COORDINATE ALL THE WORK OF ALL TRADES. TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAW5 MEOHANICAL CODE. COPPER OF EQUAL AMPAGITY. MTA5L15HE0 BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER R. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W 2500 10. BUILDER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRAGIN6 AND 4. BUILDER SHALL REVIEW DRANIN66 IN THEIR ENTIRETY BEFORE 5TARTIN6 WORK. THE SERVICES. PSI ASTM C476 GROUT, 3. PROVIDE Ix2 P.T. FIRESTOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED GABLE. BUILDER SHALL ACCEPT FULL RE5PON5ABILITY FOR ANY ERRORS OR OMISSIONS NOT HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0", AND ALL OTHER LOCATIONS PER COLLAPSE OR DAMAGE. REPORTED IMMEDIATELY IN WRITING TO THE ARCHITEGT. BAGKCHARGE5 WILL NOT BE 5. ALL REINFORCING STEEL TO BE GRADE 60. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER, F.B.C. SECTION R302.I1. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO ACCEPTED. DO NOT SCALE DRAWINGS. I I. HEADERS FOR FRAMED OPENINGS GREATER THAN 6-0" MUST BE ENGINEERED AND CONSTRUCTION. 4. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES VNLE55 C. 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 STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISFa de: 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGOTHERWISE NOTED. S A5 REQUIRED BELOW. WHICH MEANS THAT 1}E CONSISTENCY SHALL BE A5 FLUID AS POSSIBLE FOR AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE SIDE OF THE b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. DOOR (46" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR GLASS ENCLOSURES AT OR 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR 0) 2XI2'5 UNLE55 5PEGIFIGATION5. dra 5. FOOTING DESIGN BASED ON ASSUMED 501L BEARING CAPACITY OF 2500 P.5.F., OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL b. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE WITHIN 36" OF L O AND SHOWERS WITH SILLS LE55 THAN 60" ABOVE FLOOR SHALL BE THICKNESS). 7. PROVIDE DISCONNECT 5WITGH OF SIZE A5 REQUIRED BY LOAD AND UNITS. CONTRACTOR TO SUBMIT SOIL BEARING TEST RESULTS OR 501E BEARING CAPACITY CtiE ENERGY REQUIREMENTS OF THE F.B.G. CHAPTER 13 ENERGY EFFIGIENGY. CONTRACTOR D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF TEMPERED. ALL 6LA55 IN SIDELIGHTS, SLIDING 6LA55 DOORS AND FRENCH DOORS REPORT BY A FLORIDA REGISTERED ENGINEER. dat SHALL FAMILIARIZE HIMSELF WITH THEOFTH1 GOVERNING GODS IN ITS ENTIRETY AND BUILD THE ENGINEER. `.,HALT- BE TEMPERED. 15. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL 5. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY 5WITGHE5 AT A/C, EQUIP. AND AT IN SPECIFICALLY ACCORDANCE WITH ALL PROVISIONS THE OF THIS CODE WHICH MAY NOT BE 6. ALL SITE PREPARATIONS d DRAINAGE RECOMMENDATIONS MADE IN THE 51TE PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND A5 PER MANUFACTURER. SPEGIFIGALLY ADDRESSED ON THE PLANS AND NOTES. SPECIFIC 6EOTECHNIGAL REPORT MUST BE STRICTLY ADHERED TO. 4. REINFORCING: S. EGREEGRESS HI WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE , TOOLS. USES. 010 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 RECOMMENDATIONS. SCE EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR VERTICAL: NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND SA S.F. FOR Ist FLOOR WINDOWK51 OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. S. JO NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 7. FILL PLACED WITHIN V-O' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH q. PROVIDE 6FGI PROTECTION FOR ALL BATHROOM, GARAGE, EXTERIOR, KITCHEN, GLEAN WELL GRADED SAND IN 12" LIFT5(MAX) AND VIBRATORY COMPACTED TO A. ASTM Ably/A 615M-12. PER REINFORCING SECTION (GRADE 60). AT 54" A.F.F. MAX. IN HVHZ AREAS WHERE THERE 15 MORE THAN A 4'-0' DROP, THE SILL 14. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 25 GAUGE GEE LAUNDRY AND NET BAR OUTLETS PER NEC 210.5(A), 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. ACHIEVE A MINIMUM OF q5% MODIFIED PROCTOR A5TM D 1551-12. SHALL BE NO LE55 THAN 56" A.F.F. OR PROVIDE AN APPROVED SAFEGUARD. CHANNEL TYPE STUDS AT 24" O/G WITH MATCHING TRACKS TOP AND BOTTOM, WITH I/2" B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH I" LONG BUGLE HEAD DRYWALL 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. b. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT, EVEN THOUGH IT 15 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. SCREWS AT 12" O/,, MAX. SELECTED BY OWNER. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EX15TINO IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW GROUT'1D b. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS A5 PER FB.G. SECTION 24-15 UNLE55 15. METAL LATH OVER SHEATHING, SHALL BE 516" V-GROVE OR DIMPLED. CEILINGS AND 11. PROVIDE PRE -WIRED TELEPHONE, T.V. OUTLETS OUTLETS AS SHOWN ON PLAN. UNITS SHALL DISPLAY LABELS 5HOWIN6 COMPLIANCE WITH THE FB.G.ENERGY G. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5U55TATE AT 4" 0/0 AS FOLLOWS; CONSERVATION CODE. q. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAG ELAPSED. FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 5/4" LONG STUB NAILS W/ 5/b" HEAD. HORIZONTAL AND VERTICAL WOOD 12. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC 5EG. 410.5. 0. SPLICES SHALL BE 46 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS A5 SET FORTH IN CHAPTER 16. FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION II. ALL CONSTRUCTION IN BROWARD AND DADE COUNTIES SHALL COMPLY WITH THE D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 5/4" PENETRATION INTO VERTICAL 13. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC -FAULT HIGH VELOCITY HURRICANE ZONE (HVHZ) SECTIONS OF THE F.B.C. AND GHANOE5 IN DIRECTION. CORNER BARS SHALL BE 4b BAR DIAMETERS EACH. WAY. THE COLS SCHEDULE. q. PICKETS AT STAIRS, LANDIN66 d BALCONIES 514ALL BE SPACED TO PREVENT WOOD FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS PROTECTION PER NEC 5E,,. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO I. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED FOR THE USE OF TRANSFER PASSAGE OF A 4' DIAMETER SPHERE. SHALL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT ARC, -FAULT CIRCUITS AHEAD OF 5WITGH AND HAVE SELF CONTAINED BATTER BACK-UP. THE PERIMETER. RATIONAL ANALYSIS SHALL SUBMITTED, BUT CONTINUOUS VERTICAL REINFORCING EACH 5IDE OF ANY OPENING, IF REQUIRED, SHALL BE OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE STAPLES I" LE6,7/I6" DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. REINFORCEMENT IC CONTINUOUS TO THE TIE BEAM. PRECAST LINTEL5 SHALL HAVE OPENINGS TO ALLOW 10. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING 5GREW5 #12 x I/2" WASHER HEAD STAPLES SITE PLAN NOTES ONLY IF REQUESTED THE BUILDING OFFICIAL. REINFORCING BARS TO CONTINUE UNINTERRUPTED. SHALL NOT BE USED FOR SOFFIT5 OR CEILIN65 14. PRE -WIRE FOR GARAGE DOOR OPENER SENSOR. 2. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 P51 MIN. 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FAN5 4 KITCHEN HOODS SHALL NOT HORIZONTAL: VENT THROUGH THE 5IDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 16. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION, BONDING 15. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION IN DUELLIN6 UNIT LIVING, L THE ARCHITECTURAL 51TE PLAN, IF PROVIDED IN THESE DOCUMENT5 15 FOR GENERAL MAXIMUM HATER/CEMENT RATIO MUST NOT EXCEED 0.65. OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. DINING, FAMILY ROOMS, DENS/ LIBRARIES, BEDROOMS, 5UNROOM5, CLOSETS, HALLWAYS, LOCATION OF THE HOUSE, POOL, DRIVEWAY5 AND SITE FEATURES ONLY. THE 6.6. OR A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE HRAP BENEATH THE WATER KITCHEN AND LAUNDRY ROOMS OR SIM. ROOMS PER NEC 210.12. OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED SCHEDULE. BARRIER. SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE BEAM SCHEDULE NOTES 6. SMOKE DETECTORS: FOR VERIFYING BUILDING LOT FIT, LOT COVERAGE, EASEMENT LOCATIONS, SET BACKS, B. HORIZONTAL JOINT REINFORCEMENT SHALL WN515T OF AT LEAST 4 GAGE LADDER FRAMING NOTES I7. PNEUMATIC, FASTENERS SYSTEM TO BE HILTI-GOIL NAIL PROGRAM. TYPE TO BE GRF 16.1. REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLIGT5 TYPE REINFORCEMENT SPACED NOT MORE THEN I6" O/G VERT. REINFORCEMENT SHALL II26 1-I/2" LONG AND .120" DIAMETER U.N.O. 16.2. CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET OCCUR BETWEEN THE ARCHITECTURAL 51TE PLAN AND 51JRVEYOR5 LAYOUT THE GENERAL I. 50HEOULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR ALSO BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LESS 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 TRU55 AND FLOOR 5Y5TEM LAYOUT SHOWN ON THI5 SHEET 15 SCHEMATIC IN THROUGHOUT (T.0) BEAM A5 INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE THEN 24" BEYOND THE OPENING. PROVIDE V' MIN EMBEDMENT INTO CONCRETE COLUMNS b. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL, FIRE RATE POST A5 FOLLOWS: BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM AND GONI5IRUGTION, NO WORK SHALL BE PERFORMED UNTIL THE GENERAL CONTRACTOR NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE REQUIRED BY SECTION R314,3. 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLC-55 OTHERWISE AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY "L" AND 'T" INTERSECTIONS. V&AP P05T ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (I) RESOLVES THESE CONFLICTS. NOTED ASSUMPTION THAT THE FRAMING SCHEME SHOH N WILL CLOSELY PARALLEL FINAL TRUSS LAYER OF 5/V' TYPE "X" GYPSUM WALL BOARD. THI5 WILL PROVIDE A ONE HOUR RATING 16.3. NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE 5 GENERAL. AND FLOOR SYSTEM DESIGNERS LAYOUT. FOR THE POST. FOLLOWING LOCATIONS UNLE55 THIS WOULD PREVENT PLACEMENT OF A SMOKE CONCRETE NOTES 2. ALL BEAM (MARK "59 TOP BAR5 SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR G.T.BEARING ALARM IN A LOCATION REQUIRED BY SECTION R3I4.3. A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-13/ A.S.GE. 5-13/T.M.5. 402-16, A. TRU55 MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED - IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM 5, ALL TIE BEAMS (MARK 'T517 REINFORCING SHALL BE CONTINUOUS THROUGH TIE- BUILDING CODE REQURRM ENT5 FOR MASONRY STRUCTURES AND THE COMMENTARY ON POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME WIND LOADS PER FB.C. 20I7. A PERMANENTLY INSTALLED COOKING APPLIANCE. 1.CONGRETE SHALL CONFORM TO A5TM Gq4/G q4M-Oq,SHALL HAVE A MAXIMUM BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 46 BAR DIAMETERS. BUILDING CODE REQUIREMENTS FOR MASONRY 5TRUGTURE5. PROFESSIONAL OF RECORD WHO MUST REVIFJN PROPOSED 0HAN6E5 AND AUTHORIZE -IONIZATION SMOKE ALARMS WITH AN ALARM-5ILENCING 5WITGH SHALL NOT BE WATER/GEMENT RATIO OF 0.65 AND SHALL HAVE 3000 P51 COMPRE551VE STRENGTH IN STRUCTURAL REVISIONS ACCORDINGLY. INSTALLED LESS THAN IO FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING 26 DAYS (UNLES5 NOTED OTHERWI5E) 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.I-I3/A.S.GE. 6-I3/r.M.5. APPLIANCE. WITH AGI 315-14 AND AGI 301-10. ALL CONCRETE MASONRY WORK SHALL BE IN 5. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE- PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET FROM ADJACENT BEAMS. NNO). 60E-IFI ATIONIGFOR M FOR MASONRY RTRUGNRES AND THE COMMENTARY ON SUBMITTED TO THI5 OFFICE FOR REVIEW. TRUSS AND FLOOR SYSTEM DESIGNERS MUST MECHANICAL NOTES HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. ACCORDANCE WITH AGI 530-13. SPECIFICATIONS FOR MASONRY STRUCTURES. PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DC -SIGN. 5. DROP BOTTOM OF TIE BEAMS A5 REQUIRED AT WINDOW 4 DOOR HEADS (2b" MAX.) I. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 11. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 1O' OF A ROOM USED FOR 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED BY THE ADD 2-#5 BOTTOM IF DROP EXCEEDS b". CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING GODS BARRIER - 5/4" BEAMS AND COLUMNS - 1 I/2" FORMED CONCRETE BELOW GRADE-2" BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN 4. TRUSS AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP SLEEPITG PURPOSES MEN THE BUILDING HAS A FOSSIL BURNING HEATER OR APPLIANCE, MECHANICAL' AND FLORIDA BUILDING GODS ENERGY CONSERVATION . UNFORMED CONCRETE BELOW 6RADE-3" b. TIE BERM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED8" TO FIT BLOCK ACCORDANCE WITH SECTION 21222.4 F.B.G. DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA A FIREPLACE, OR AN ATTACHED GARAGE. PRIMARY POWER SHALL GONE FROM THE WORK RE-615TERW ENGINEER, OF THEIR DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR 2 A 4" CLEARANCE IS TO 8E MAINTAINED AROUND ALL AIR HANDLING UNITSBUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH 3. REINFORCIN6 STEEL: GRADE 60 (FY=60.000) ASTM A615/A 615M-0q. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ ENGINEERS REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP 0RAWIN65 IS . ALARMS SHALL HAVE BATTERY t3ACKUP. IF USED, A COMBINATION SMOKE/ CARBON SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. A COURTESY BY THE ARCHITECT/ EN6INIE£R AND IN NO WAY RELIEVES THE MONOXIDE ALARM SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL 7. ALL ADDED L061TUDIN4L. BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH FA-% THROUGH RATED MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY TESTING LABORATORY. U OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" A5 PUBLISHED SUPPORT UNL 55 OTHERWISE NOTED. A55EMBLIES IF ANY. 7. GLEANGUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES KITH THE ARCHITECT/ ENGINEERS SUPERSTRUCTURE. IF THERE 15 ANY BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 5. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL EACH LIFT OVER 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE HEEDED, THE TRUSS AND FLOOR SYSTEM 4 ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, 15. TAMPER RE515TANT RECEPTACLES ARE REQUIRED IN DUELLING UNITS IN ALL AREAS C SPECIFICATIONS. INSPECTION, AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ ENGINEER IN HRITIN6 OF THE SPECIFIC JUMPERS OR TRANSFER GRILLES. SPECIFIED IN NEC, 210.52 FOR 12$ VOLT, 15 s 20A RECEPTACLES PER NEC 406.11 _ 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY AREAS OF CONCERN' q. INTERSYSTEM BONDING TERMINATION FOR CONNECTING INTERSYSTEM BONDING AND le SUPPORT ALL LOADS DURING CONSTRUCTION. q. ONE -QUARTER OF MAXIMUM BOTTOM REINFORGIEG STEEL AREA OF EITHER ADJACENT STEEL NOTES 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MIS,,. EQUIPMENT. 5. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. GROUNDING CONDUCTORS SHALL BE PROVIDED FOR TV, COMMUNICATIONS, RADIO, CATV, U 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME 51ZE AND NUMBER BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLA55 A TENSION LAP SPLICE ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ETC. PER NEC 250.g4. (A) OR (B) OF DOWEL5 AS VERTICAL BARS ABOVE. ON EITHER SIDE OF SUPPORT. PADS SHALL BE A MINIMUM 4'-O"xq'-O' PAD FOR DOUBLE UNIT. C I. STRUCTURAL STEEL SHALL CONFORM TO THE AISmay' G SPECIFICATION FOR THE DESIGN, DRAWIEGS.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE 10. MARK "G" IN REINFOR4,I146 COLUMN BETWEEN TWO BEAMS INDICATES THAT FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". MATERIALS SHALL COORDINATION BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN 20. PER FBC-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE T. 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 AS FOLL.OW5: W 5HAPE5 - Agg2/ II, REQUIREMENTS. LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE U BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER A5 HORIZ. BEAM PLUMBING NOTES HIGH -EFFICACY LAMPS. OTHER SHAPES - A36/A 36M-0b, PLATES A36/A 36M-Ob, BOLTS - A 307-14 TUBULAR - 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, U REINFORCING AT EACH FACE. LAP 46 BAR DIA. MIN, A5TM A500/A50OM-15 GRADE B (46 K51) COLUMNS, AND FOOTINGS UNTIL REVIEW OF APPROVED TRL55 AND FLOOR SYSTEM 21, BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A 0 b. PLACING DRAKIN766 ON BAR LISTS SHALL CONFORM TO AGIS 'MANUAL OF STANDARD DRAWINGS, 516NED AND SEALED BY A FLORIDA RE615TERED ENGINEER. I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, CEILING SHALL BE DE51ONED FO THE PURPOSE AND 541ALL 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.G. LUMINAIRE WEI6HIN6 A MIN. OF 23K6 (50 LB). NEC 3I427A. CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. "STRUCTURAL 0ELDIN6 GORE". ELECTRODES FOR FIELD AND SHOP HELPS SHALL BE T• ALL INTERIOR LOAD BEARING PARTITIONS TO BE 0ON5TRUGTED WITH CLIPS, TOP AND A.W.5. A5.1 E70XX. BOTTOM EACH STUD. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE b04.3, F.B.C. 22.PROVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE ENERGIZED SUCH A5 SERVICE EQUIPMENT, PANEL BOARDS, DISCONNECTS ETC. A5 PER NEC, 110.26 5. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER II. INC 25-ALL 6FI SHALL BE INSTALLED IN READILY ACGE551BL.E LOCATIONS PER NEC, 210.6. C PROPOSED SINGLE FAMILY RESIDENCE BY: 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM l0'-0" FROM ROOF JACKS. a 5. CONDENSATE GRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. U 21 ST STREET, L LC b. SHOWER COMPARTMENTS AND WALL5 ABOVE BATH TUBS WITH 5HOWER HEADS SHALL CODES USED: ABBREVIATIONS BE FIN15HED WITH A SMOOTH, NONA55ORMNT SURFACE TO A HEIGHT NOT LE55 THEN Ll 70 INCHES ABOVE THE DRAIN INLET. - FLORIDA BUILDING CODE 6TH EDITION (2011) /+ C ABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET SM5 SHEET METAL SCREWS LOAD SCHEDULE - FLORIDA BUILDING GORE - RC5IDENTIAL 6TH EDITION (2011) M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS - NEC, 2014 AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDIN6 CODE L M.T. METAL THRESHOLD 5T_. STEEL LOCATION: DEAD TO AHU AIR HANDLER UNIT F.R. FIRE RATED MAX. MAXIMUM SW 5WITGH - AS.GE- 7-10 B.F. BI FOLD FIR FRENCH DOOR MFR. MANUFACTURER 5.W.O.T. 5HEARWALL OVERTURNING FORGE GROUND FLOOR 40 60 100 U B.P. BI PASS FIN. FINISHED MICRO. MICROWAVE TEMP. TEMPERED SECOND FLOOR 40 25 65 BLK. BLOCK FL. FLOOR BLW. BELOW G.T. GIRDER TRUSS MIN. MINIMUM T.B. THROUGH BOLT TOP CHORD 40 20 pl 5R6. BEARING GA. GAUGE M.O. MASONRY OPENING T.O. THROUGHIOUT 5504 DELEON AVE. BOTTOM CHORD 0 5 DRAWING INDEX: BTM. BOTTOM GALV. GALVANIZED MONO. MONOLITHIC T.OB.B. TOP OF MASONRY BOND BEAM BALCONIES 60 25 55 ARCHITECTURAL ELECTRICAL GLG. CEILING ON GROUND FAULT INTERRUPT M. META' T.O.PL. TOP OF WOOD PLATE GMJ CONCRETE MASONRY UNITS 6L. 6LA55 O.H.P. OVER HEAD DOOR T.O.TB. TOP OF TIE BEAM ROOF 30 25 55 COL.. COLUMN 6W8 GYPSUM WALLBOARD 0/0 ON CENTER TYP. TYPICAL TOP CHORD 30 15 C-I COVER SHEET GONG. CONCRETE GYP. BD. GYPSUM WALLBOARD F.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLESS NOTED OTHERWISE E-I ELECTRICAL PLAN d RISER A 05MT. CASEMENT H6T. HEIGHT P.S.F. POUNDS PER SQUARE FOOT UL UNDERWRITER5 LABORATORIES BOTTOM CHORD O 10 A-1 FLOOR PLAN H DBL. DOUBLE HP5. HOOPS P5.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD BEM. CHORD -ATTIC 10 O A-2 ELEVATIONS PLUMBING VIA. DIAMETER HR HOUR P.T. PRESSURE TREATED W.A. HEDGE ANCHORS 0"-COWA ENT) A-3 SECTIONS E ROOF PLAN ��, DISP. DISPOSAL H5 HORIZONTAL SLIDING PARTIN. PARTITION UH WITH WIND: A-4 DETAILS P-1 PLUMBING PLAN, DETAILS d RISERS VP PE51CM PRESSURE HVHZ H16H VELOCITY HURRICANE ZONE PKT. POCKET WC WATER CLOSET ULTIMATE WIND SPEED = 160 m.ph. A-5 DETAILS DR. DOOR INS. IN51JLATION PLYWD. PLYWOOD NO. WOOD DW DISH WASHER INT. INTERIOR R.O. ROUGH OPENING NOMINAL WINO SPEED = 124 m{�.h. E.E. EACH END L6. LONG 5.0. SOLID GORE R15K CATEGORY = II STRUCTURAL REVIEW FOR ELEC. ELECTRICAL LIN. LINEN SGD. SLIDING GLASS DOOR BUILDING DESIGN A5 ENCLOSED G1TM FORT PIERCE 5-1 FOUNDATION PLAN �e p pq. ELEV..5.ELEVATION LT .T LIGHT 5F SQUARE FOOT INTERNAL PRESSURE COEFFICIENT = +/- 0.18 5-2 FRAMING $ BRAGIN6 PLAN CODECO LIP@I��9 E.S. EACH SIDE L.T. LAUNDRY TUB SIi SINGLE HUNG EXPOSURE CATEGORY = G 5-3 FRAMING DETAILS ST, Ia��.JtislF �OU,�': S T. L U C I E COUNTY, FL MEAN ROOF HEIGHT = HI NOTE. 1NI5 CE HI STRUCTURE 15 DESIGNEDOF IN 8 ROOF DEAD LOAD FOR WIND ACCORDANCE WITH CHAPTER Ib OF THE 0 DE51ON TAKEN AT 10 p.s.f. FLORIDA BUILDING CODE AND ASCE 7-10. ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND QD DUPLEX RECEPTACLE/ ARG SINGLE RECEPTACLE ® LOW VOLTAGE FAULT INTERRUPT AT 12" A.F.F. DEDICATED TRANSFORMER Q SHEARWALL LABEL Q�e DUPLEX RECEPTACLE AT BASE SINGLE RECEPTACLE TELEVISION JACK ® FAX ® CARBONGONOXIDE # DETAIL ' ©O GROUT FILLED r PLAN SEE r POT5HELF HEIGHT II DEDICATED SWITGFED Q PREWIRED SCALE O INTERIOR 'FV,/.0./.�� AS NOTED Q� DUPLEX RECEPTACLE AT �'� SINGLE RECEPTACLE HVAG JUNCTION SMOKE 4 Dwc. 2 ELEVATION ® BEAM LABEL II5 6" ABV. COUNTER ice° DEDICATED UNDERCOUNTER r THERMOSTAT ❑J BOX 50 GTOR 3 POURED �� COLUMN �� DROPPED D SOFFIT NOTED DUPLEX RECEPTACLE SWITCH INTERCOM p p PADDLE FAN W/ EXHAUST # DETAIL 000# MAX. TES CONNECTOR AT 60" A.F.F. db OR Wo/ LIGHT g FAN LABLL GROUND FAULT INTERRUPT SINGLE POLE Dwc. SCALE DOOR LABEL TG-O c DUPLEX RECEPTACLE AT,5" ABV. $ 5WITGH SECURITY FLOURESGENT F L EXHAUST FAN NON -BEARING FRAME ARCHED OPENING SEE COUNTER GROUND FAULT INTERRUPT 4444I,,,,s THREE WAY KEYPAD LIGHT FIXTURE /LIGHT COMBO I CONSTRUCTION - PLAN OR ELEV. dr DUPLEX RECEPTACLE .y4 PWOI ROH PUSH BOTTOM FLOU ESENFIXTURE N GSPEAKER # SECTION C TOP REC. SWITCHED # REVISION BEARING FRAME I HOUR FIRE RATED Dwc. SCALE WINDOW LABEL CONSTRUCTION ® WALL Q�wP DUPLEX RECEPTACLE WATERPROOF $ 5WITGH DOOR CEILING MOUNTED LV DOOR ,y 11 �I GROUND FAULT INTERRUPT ID DIMMER 4 BELL LIGHT FIXTURE RELEASE DUPLEX REGEPRIGLE $ 5WITGH DOOR WALL MOUNTED VOLUME NORTH ARROW _ _ _ _ _ _ FRAME CONSTRUCTION ® 2 HOUR FIRE ABOVE OR BELOW RATED WALL ! uc UNDER COUNTER K KEYED ® CHIME LIGHT FIXTURE CONTROL SECTION G# COLUMN LABEL QUADRUPLEX TELEPHONE OUTLET G.V. CENTRAL VACUUM 5WITGH RECEPTACLE ® HI HAT DISCONNECT E BEAM HEIGHT ® 4 HOUR FIRE RECEPTACLE ® AT 12" A.F.F. Y /� BREAK LINE ELEV CHANGE RATED WALL DUPLEX RECEPTACLE TELEPHONE OUTLET SECURITY ® HI HAT ® BREAKER �,., shE FLUSH IN FLOOR LIGHTS VAPOR PROOF PANEL FLUSH IN FLOOR o r < e LED RECESSED F.P.EL. METER b NTERIOR ELEV. # FOOTING LABEL GRAPHIC SCALE O'-0" FIN. FL SLAG FLOOR ELEVATION L1W111J1W11LLIlLLLLLII MASONRY CONSTRUCTION C' 220 V.REGEFTAGLE DEDICATED ( # O SCALE: va^=tw^ TYPICAL AT 12" A.F.F. ® DATA LINE° LIGHT EYEBALL DISC. `��£ date ,igned wn LTH !cked 550 ° OT/OI/20_PERMIT le 1/4" = 1'-0" N.O.N) no. 200361_SFmm.2lst cott Blakeslee Disher AR-0011586 AA-0003285 ® U LLl 0 J Q w z U LU LU Of w a N 0 ry CV O L-0 oject (CHITECT RAL i�G• Architecture Planning 300 Avenue of champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com awing OVER SHEET et "1 revisions no. date (1) SLD& DEPT. COMMENTS Oq/21/20 1 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 I C INDOW SCHEDULE MARK TYPE STYLE NOTES WSIZ H +D.P.- 001 SH26 SINGLE HUNG 3'-1" 6'-4" 40.40 43.92 002 PICTURE 24 PICTURE 3'-9" 4'-2 3/4" 41.50 45.01 OPAQUE 003 PICTURE 24 PICTURE 3'-1" 4'-2 3/4" 41.50 45.01 OPAQUE 004 PICTURE PICTURE 3'-0" 2'-0" 41.5 45.01 005 SH25 SINGLE HUNG 3'-01, 5'-0" 40.40 43.92 EGRESS 006 SH25 SINGLE HUNG 3'-01, 6-0" 40.40 43.92 EGRESS 007 SH25 SINGLE HUNG 3'-1" 5'-3" 40.40 43.92 008 SH25 SINGLE HUNG 3'-1" 5'-3" 40.40 43.92 009 SH25 SINGLE HUNG 3'-1" 5'-3" 40.40 43.92 010 SH25 SINGLE HUNG T-1" 5'-3" 40.40 43.92 011 SH25 SINGLE HUNG T-1" 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'-811 8'-0" 003 SLIDING DO ` BILE 5'-0" 8'-0" 004 SINGLE 2'-8" 8'-00, 005 SINGLE 2'-811 8'-0" 006 SINGLE 2'-8" 8'-0" 007 SINGLE 2'-8" 8'-01, 008 SINGLE 21-6" 8'41 009 SINGLE 2'-6" 8'-011 010 BIFOLD 1'-6" 8'-011 011 SLIDING DOU LE EXTERIOR 6'-0" 8`-0" 37.15 40.67 012 SIN L 2'-0" 8'-01' 013 SIN 37LE 2'-6" 8'-0" 014 SMILE 2'-81 8'-011 015 BIF L 2'-4" 81-011 016 SIN 1- 21-41' 8'-011 LOUVERED 017 SIN 1- 2'-8" 8'-01, NOTE #2 018 OVERHEAD 16-0" 7'-0" 35.03 42.00 NOTES: I. ALL WINDOW ! DOOR CA AZIN6 TO LOW =r NON IMPACT - (IMPACT OPTIONAL) 2. 6ARAOE ENTRY DOOR SHALL BE 50LID WOOD DOOR NOT LE55 THAT 1-5/8," IN THIGKNE55, SOILID OR HONEYCOMB -GORE STEEL DOOR NOT LE55 THAN I-5/151 THICK OR 20 MIN. FIRE FATED DOOR, EQUIPPED WITH SELF- GLOSIN6 DEVICE. PER F%-R3025.1 5. VERIFY ALL OPENING PRIOR TO MANUFACTURING WINDOW 4 DOOR5. 4. ALL EXTERIOR WALL OPENIN65 IN BUILDIN65 (DOORS, WINDOW5) WILL BE FULLY PROTECTED WITH IMPACT 5. 55 D WITH MI LD: E51 NA GY N OF A F.B. 201 . Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number ProductApproval Number Glass Type Method of Attachment Windows 55.0 65.0 CGI SH4100A 1-23358.2 `'. Lami: Flange Frame Mullions 90.0 - 90.0 CGI Series Clipped 18-0129.0$ ` Fixed Glass - 55.0 65.0 . '.CGI Pw-4120A F 1-26095.2 '...:.Lami Flange Frame - Block Glaser Skylights Sliding Glass Doors 55.0 65.0 CGI SGD-4130A Lami Flange Frame Swing7 e Doors 50.0 50.0 Therms-Tru Smooth Star PL20468.6 Lami French Doors Garage Doors Hurricane Protection - Roof Ventilation N/A N/A O'Hagin Cloaked Vent 1,9-0109.02 Roofing Material NSA NSA:. GAF Asphalt ShTlnFL10124-R27 Fasteners - Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products Drovide adequate resistance to the wind loads and forces specified by current code provisions. E,.e_ Digitally signed by Scott Blakeslee Disher Scott Disher DN:cn=Sco Blakeslee Name: Signature: Disher, MAI Architect AR 1586 9/17/20 email=sdishenoarchstudioft Design Prof: Cert. No. Date: - •^ om, c=US Date: 2020.09.1811:31:43 49.00. A A3 21'-4" i'-4° 12'-4" 1 iHB 7 8 9 ---------- 1- I I DINING LANAI 011 q'-4" GL6. q'-4" CL6. m 'fl I b'-10" 05'-10" in I - 006 ea 21'-O" _ SUITE q'-4" GL6. FAMILY 10 ROOM 4" 201-011 4 10 15LAND I COUNTER ® '... p m 56" A.F.F. I �a I vw i DBL. SINK ;+ w/D15POSAL HEN �. N 012 u RANGE l5'-b" W/ MICRO " 4'-4" m iv NE TH S O ABV. v O - - - - 1t PANTRY 5 sNVs. GL6 I IF. -IS WIC 41' 4" GL6. 111 015 BEDROOM 4 3 V1 m F---� IILn I I I ( 6'-b" 11 O 1 DID J ° 2 225B6° I rnG I '_Lr. Ji ' = in WIC _ - 5 SHV5. LINEN (GALLERY) I COFF. r16. ° 013 014 } a 016 rr 3 BA H 2 Y L--, II 017 m O LAUND q'-4" GL6. 004 11-b" 41-6n 2'-b" b'-4" Ib' 4-10 2 �. u ~ d III I I I I FOYER LN'FC LT. W-4" 01-6. INSULATE WALLS PANEL 'A' BUILD OUT AIL ON METER a DISC DRYER IR-15 - - - - - ri 002 W R-II MIN. BATT5 (TYP) 2 CAR GARAGE N cV iq 003 b'-10" 3'-'}" 1 1'4' 61-6. QQ EGRESS cg DOOR 4 LINE OF 6ARA6E DOOR ABOVE ------------ - -- - BEDROOM q'1GL6. 2 001 I PROVIDE GARAGE VENTILATION PER FMG T VENT IN 6ARA&E DOOR VENTILATION MEET5 3.1.1 THE I C REQUIRED VENTS ALONG 6ARAeE DOOR FE ZIMETER. PORCH I ;�J' ICA ' t r 018 -0 4'- " 1'-b" 5'-2" r W-4" designed --- drawn LTH checked 5Bo date 07/01/20_PERMIT scale I/4" = I'-O" (U.O.N) job no. 200361_51Fmn21st Digitally signed by <E_ o Scott Blakeslee Disher p a° ,,,M DN: cn=Scott m°ems . Blakeslee Disher, o, RED AtKa OU, Thi,imna: MaiNxwJralyfgnM em>xo.n, n n.,vnn wiy a eidd email=sdisher@arch studiofl.com, c=US ru 6xmhdmmYNeaonk Date: 2020.09.21 14:0 :35-04'00' Scrct Blakeslee [isher AR-0011586 M-0003285 EVIEWED FOR IE COMPLIANCE LUCIE COUNTY BOCC U W W J Q 0 0O -J < U- >J Q ILLI 2:U O CK LU UJ LCD ® N V J Lo `o Q -0 project Architecture Planning 300 Avenue of Champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202,6990 Fax 561.296.2494 archstudio8.com FILE COp drawing FLOOR PLAN sheet A-1 revisions no. date 5TUCO0 COVERED FOAM BRACK � 4 PROFILE ELEVATION BRACKET DETAIL 50ALE: I"= 1'-0" FAUX COLUMN WRAP. STEEL COLUMN DDRV SEE STRUCTURALMOULDING DETAIL SCALE: 1 1/2" = 1'-0" STONE VENEER REBAR PER SCHEDULE MORTAR JOINT 8 GMU WALL MORTAR BED PER MFR. � SPECS., TYP. WHERE 9 9 SHOWN 4 COLUMN WRAP e STONE VENEER @CMU 5CALE: 3/4" = 1'-0" SCALE: N.T.S. 0 APPLIED DECORATIVE 22 STONE 12 Q4 12 4L----� ARCHITECTURAL ASPHALT ROOFING 5HIN6LE5 -- D GEMENTITIOU5 OVER GONG. FIN. FL. SLABB TEXTURED GEMENTITIOU5 COATING OVER CONCRETE BLOCK O.H. 6.5 " 5TUGl0 HEAD W 4" SURROUND designed --- drawn LTH ARCHITECTURAL ASPHALT ROOFING 5HIN6LE5 checked date 58D OT/01/20_PERMIT scale 1/4" = I'-0" N.O.N) job no. 200361_5Fmm.21st II II II II II Q II � II LEFT ELEVATION 12 Q4 0'-0" FIN. FL. SLAB ARCHITECTURAL ASPHALT ROOFIN6 SHIN6LE5 9'-4" T.O.BB. TEXTURED GEMENTITIOU5 GOATIN6 OVER GONG. BLOCK -- -- -- -- -- -- -- -- _�-- 0'-0"FIN. 5LABAL RIGHT ELEVATION A2 A -A A3 IZ �4 FAUX 51DIN6 W/RAISED Ix2 STUCCO BANDS ARGHITEGTURAL ASPHALT ROOFING 5HIN6LE5 9'-4" T.O.BB. STUCCO NEAR i. W/ 4" SURROUND COACH L16HT 2 A2 ti Scott Blakeslee Disher AR-0011586 M-0003285 W U z W 0 W I.L J_ p LL j Q LL W z � LL 0 I w yJ z o� Fn LOLL project J J F- LU LU F- U) NO M ARCHITECT RAL REVIEWED FOR CODE COMPL MNC Tits 4'liG. ST. LUCIE COUNT BOOO Architecture Planning 300 Avenue of champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com drawing ELEVATIONS REAR ELEVATION FRONT ELEVATION sheet A-2 revisions no. date (1) BLD6. DEPT. COMMENTS 09/21/2C 1 FLAME SPREAD & SMOKE DEVELOPED INDEX R302.4.1 FLAME SPREAD INDEX: WALL AND CEILING, FIN15HE5 SHALL HAVE A FLAME 5FREAD INDEX OF NOT 6REATER THAN 200. EXCEPTION: FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BA5EBOARD5 AID HANDRAIL5, TO DOORS AND HINDOH5 OR THEIR FRAMES, OR TO MATERIALS THAT ARE LESS THAN 1/2,5 INCH (OAI MM) IN THICKNESS CEMENTED TO THE SURFACE OF W4LL5 OR CEILIN55 IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT 6REATER THAN TH05E OF PAPER OF THI5 THICKNESS CEMENTED TO A NONOOMBUSTIBLE 5AGKIN6. R302.42 SMOKE -DEVELOPED INDEX: HALL AND CEILIN6 FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT 6REATER THAN 450. R302A.3 TE5TIN6: TESTS SHALL BE MADE IN AGGORDANOE HIT'H A5TM E&4 OR UL T23. 1 APPLY CLASS II VAPOR RETARDER (0.1 < PERM s 1.0 PERK — KRAFT-FACED FIBER61-A55 BATT5 FOR ZONE II PER FBC-R7702.1 PORCH ARCHITECTRIRAL ASPHALT 51.111s S ON 30# FELT HOT MOPPED OVER 15# FELT TIN TA65ED TO A/32" EXT. GRADE PLYWD. SHEATHING. PRE-EN6. WOOD ROOF TRU55'5 ®24" 0/0 TYPICAL K/APPROVED GALV. TRUSS ANCHORS EA. END SEE PLAN. G,ALV. MTL. DRIP ON P.T. IX2 SEE ELEV. CONT. 2Y5 FASCIA % 50, BLOM INSULATION - SEE ENERGY GALLS. APPLIED TO LNDER51DE Or TRUSSS FIRE STOP 1"x24" SOFFIT VENT (SEE ROOF FLAK) CONT. MASONRY E30ND BEAM O.H. SEE STRUCTURAL DH55. HI-RI5 PD. &ALV MTL LATHE CONT. METAL FOUR STOP 5ECAAED TO TRUSSES. OVER W CONC. BLOCK VERTICAL STEEL IN 6ROUTED CELL SEE PLAN. 1 Y2" BLOCK RECESS EXTERIOR CEILING OEMENTITIOUS SOFFIT OVER HI -RIB 6ALV. METAL LATHE TO COMPLY V4/ FBG-R'103.4 AT COVERED ENTRY AND COVERED LANAI (TYPY FOYER N 1"x4" HOOD NAILER APPLIED WOOD BASE FIN. FLOOR TO BE 18" MIN. ABOVE CROM OF ROAD MIN. MONO. GONG. FOOTING SEE FOUNDAT10N PLAN FOR NOTES 4 DETAILS a y as z I_I III a!°z1vi, II_III'— III—'1 1=1' ff I1= -III—III—III=1 I I-T=1 11=1 11=1 I I— '' -III-III-III-III-1" TYPICAL WALL SECTION SCALE 3/4" = P-O" CRAFTSMAN - ELEVATION 'F' T'x24- SOFFIT 1'-4 OVE ROOF PLAN SCALE:1/8" =1'-0" ATTIC VENTILATION REQUIREMENTS THE RATIO OF TOTAL NET FREE VENTILATION AREA TO THE AREA OF ATTIC CEILING SHOULD NOT BE LESS THAN 1:150 ROOF VENTILATION CALCULATION: VENTILATION AREA REQUIRED FOR ATTIC ATTIC AREA = 2264/150 = 15.Oq 50.17T. OF VENT OR 2,113.44 50.IN. VENTILATION AREA PROVIDED FOR ATTIC: SOFFIT VENT = 2,113.44 50.IN. SOFFIT VENT = 'T"X24" = 126 SQ.IN. NFA - 11 VENTS PROVIDED / v 4 PRE-EN51NEERED t D. ROOF ARCHITECTURAL ASPHALT TRU55E5 0 24" O/C TYPICAL ROOFIN6 5HIN6LE5. II'-0" T.OBB. T.O. 2ID FLOOR v ® 1-4:� I TYPEXTERIOR CEILING, NOTE OPEN O.H. GEMENTIITRIOUS SOFFIT OVER HI -RIB G,ALV. METAL LATHE TO COMPLY H/ PBG-R T03.4 _ GALLERY 6 OWNERS LANAI 4 AT LANCOVERED I(,YP)ND SUITE zl�l ILA I I O'-0" FIN. FL. SLAB designed drawn LTH checked SBD date 0-1/01/20-PERMIT scale 1/4" = 1'-0" N.O.N) job no. 200361-SFxnm2lst Digitally signed by ,�EOF F(pR�Q gyp, Scott Blakeslee Y Disher A�; ARfl58ti ru DN: cn=Scott �s.. ..... :� �R Blakeslee Disher, o, D ARO� ou, Me Mn e"' ll �,Mav�"M�w, .A—m. email =sdisher@arch w. studiofl.com, c=US m.mm 9o.aam..ai , mwx Date: 2020.09.21 qq, ,,ppgg AR-0011566 AA-0003285 W U Z LLJ t� VJ LLJ J_ Q J C G LL, � 0J Q Q J ILLL Z U W J w_ U) LLJ � GV �Z V J LO Lo O project ARCHITECTURAL 9�V40.0 ?01voo Architecture Planning 300 Avenue of Champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 56I.202.6990 Fax 561.296.2494 archstudiofl.com drawing SECTIONS & ROOF PLAN C ► ais A -A SECTION A -A A-3 sheet A-3 revisions no. date 5 5/5" MTL. STUDS + DW FIN15H PREFAB ROOF OR FLOOR WOOD FRAME WALL TRUSSES / MTL WALL STUD TRACK TO / ROOF OR FLOOR TRUSSES MEDICINE CABINET Ile)" CEMENTITIOU5 FIN15H OF ROBE HOOKTI Y2" GYPSUM WALLBOARD ATTACHED TO WALL STUDS 5� FELT W/ METAL LATH - LAP OF TOWEL BAR 8 5HOWER NICHE LATH OVER WEEP 5GREED PER F.B.G.R. 0— O 4" 4" 3 % OR b" X 25 6A OF SOAP DISH AT TOWEL RING HOU5EWRAP ON SHEATHING - LAP 6ALVANIZED NON -BEARING SHOWER OVER SELF -ADHERED FLA5HIN6 METAL WALL STUDS AT 24" O.G. MAX. SCREWED TO TOP d AND TAPE BOTTOM WALL TRACK W/ TOILET PAPER HOLDER ° PANHEAD `CREWS OF SOAP DISH AT a 6ALV METAL BASE TRACK STANDARD TUB LOCATE ON FRAMED WALL Q SELF ADHERING FLEXIBLE FASTENED TO CONCRETE o o LL m FLASHING OVER WOOD WALL FLOOR W/ POWER ACTUATED Q < u a Q AND CMU JOINT, EXTEND 5" MIN. ELECTRICAL PINS AT 24" O.G. — DOWN FROM JOINT OUTLET o y LL o a m BASE MOLDING o �a n,a na 4 MA50NRY WALL N 4 1/&"CEMENTITIOU5 FINISH FIN15H FLOOR a FINISHED FLOOR ELECTRICAL PANEL BOX WALL SECTION - INTERIOR BATH ACCESSORIES MTNG. HEIGHT GABLE-CMU JOINT SCALE: 314'=1'-0" SCALE: 314°=1'-0" SCALE: 112'=1'-0" SCALE: 3"=1'4" MAS. WALt� TL. STUD WALL MASONRY WALL WITH DRYER VENT FOR MACEMENTITIOU5 FIN15H SONRY WALL5: IX4 CONTINUOUS P.T. CABINET �'• BLOCKING AT MASONRY WALLS - TOP AND BOTTOM OF UPPER CABINETS AND AT TOP OF LOWER CABINETS 4 DEEP RECE55 W/ 1/2" BACKER BOARD PRIDE GAP OFF SLOPED PLYWOOD BACKING WITHIN J MORTAR BED. n ° x 6" WALL. AT MTL. STUD OR FRAME WALLS: { ' ° a z LL o w 2x CABINET BLOCKING BETWEEN.... SLOPED MORTAR BED STUDS - FULL WIDTH OF CABINET - • •VAN u' TOP AND BOTTOM OF UPPER :' a TILE D ° D D ° C O CABINETS AND AT TOP OF LOWER ° p ° GRADE " CABINETS D. ° Dd _ jj//,, in U I ' to n FINISHED SLAB D Dd D D D n DRYER VENT DETAIL CABINET BLOCKING DETAIL SHOWER RECESS AT SLAB FOUNDATION SILL SCREED-CMU SCALE: 314"=P-0" SCALE: 314"=1'-0" SCALE: 3'=1'-0" SCALE: 3'=Y-0" REVIEWED OR CODE COMP IANI ST. LUCIE C UNI BOCC 1/2" 6YP5UM WALLBOARD > 5.'1 50 FT AREA CLEAR OPENIN6 (EXEPTION: GRADE FLOOR 5.0 SOFT) u a , / \ w J N U � Z Fit ° TO FRAME OPENING MTL FRAME PARTITION 0o WALL SET TO ALIGN :.• : �: � 6YP5UM BOARD. 20" a MIN. OPEN CLEAR w X a a D z � o � z_ INSULATION (SEE ENERGY FIN15HED FLOOR CALCULATIONS) r CONDARY MEANS OF ESCAPE NIMUM WINDOW CLEAR OPENING GMU WALL QUIREMENT. (SEE STRUCTURAL DW65) IX P.T. FURRING " EGRESS REQUIREMENT DETAIL SALE: 1/2"=1'-0" WALL ALIGNMENT DETAIL SALE; 3"=1'4' designed drawn LTH checked 55D date 0-7/01/20_PERMIT scale 1/4" = I'-0" (UD.N) job no. 200561_5F.mm251; Scott Blakeslee Disher AR-0011586 AA-0003285 U W 0 W J_ o � 0 J J LL LL Q W Z U LU J O _W C/) (D o C/) Z �� N U) LOo project ARCHITECTRAL 'E �G. X Architecture Planning ley 300 Avenue of Champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com drawing DETAILS sheet A-4 revisions no. date CONCRETE V-RIDGE - - SEE MANUF. DATA AND PRODUCT 26 GA. HOT DIPPED 6ALV. APPROVALS FOR ATTACHMENTS. MTL. RIDGE AND HIP TILE MASONRY LINTEL OR SUPPORT OVER ROOF 2x P.T. BUCK ATTACHED TO COLUMN W/ CONCRETE LINTEL OR GONG. BEAM (SEE STRUGT 1/4" MIN GAP BETWEEN MEMBRANE 5/6"W' WEDGE BOLT CONG. 5GREW5 • MASONRY JAMB PLYWOOD AND LINTEL/BM. 2'-0" O/C d 5 I/2" MIN EMBED. VERT. (b" FURRING �/ MAX. FROM ENDS) W/ 2"X2"XI/4" 5TL. FASTENERS SIZED AND REFER TO "WOOD FRAME -DOWN H`�R5 a 4 Q SPACED PER PRODUCT o p FRAME DOWN FROM MASONRY '.ap FLASHING' DETAIL FOR 1 x P. T. NAILER APPROVAL p A LINTEL (SEE 5TRUGT) ° TRANSITION FROM MA50NRY TO MORTAR SETTING GARAGE DOOR ASSEMBLY. v WOOD FLASHING designed --- g - CEMENTITIOU5 FINISH - REFER drawn LTH GYP. BD. TO ELEVATIONS FOR HEAD FASTENERS 51ZED AND SPACED AND JAMB TRIM VARIATIONS INSULATION PER ENERGY GALG. PER PRODUCT APPROVAL checked SBD dQ a. WOOD CASING Q WATERPROOFING COATING Ix P.T. WOOD BUCK - MIN. GEMENTITIOU5 FIN15H ON 15# date 01/01/20_PERMIT EXTEND ALL AROUND AND WIDTH TO MATCH WIND. FRAME FELT W/ LATH ON HOU5EWRAP scale /4" = I'-0" NON) CONTINUING 6" AT FACE ON EXT. GRADE SHEATHING fob no. 200561_5Fmm.21®t OF CMU WALL ° WOOD/PLASTIG DOOR STOP t> W/ INTEGRAL WEATHER STRIP. ° SEALANT PVC CORNER BEAD /2"GYPSUM WALLBOARD PVC CORNER BEAD DRIP SLOPE ® HEAD SEALANT DRIP SLOPE AT HEAD o 2 x 8 P.T. 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SINGLE HUNG WINDOW - MASONRY WALL DETAIL FOR HOU5E-IAIRAP AND SELF ADHERED ATTACH PER PRODUCT APPROVAL FLEXIBLE FLASHING INSTALLATION IN CONJUNCTION WITH TH15 DETAIL ROOF TO CMU WALL -FLAT OR S-TILE GARAGE DOOR JAMB-CMU OUT SWING ENTRY DOOR HEAD/JAMB-CMU WINDOW HEAD -FRAME DOWN SCALE: 3"=1'-0" SCALE: 3�=i'dY SCALE: 3,=i'-0" SCALE: PAVERS ON SAND BASE ROOF CEMENT ALL SIDES GARAGE POOR OR G�� ONE PIECE SLEEVE FLASHING LAP MEMBRANE BASE SHEET JAMB LAP 2" INSIDE VENT. AND GAP SHEET OVER TOP OF I x P.T. WOOD BUCK - MIN. WIDTH TO FLANGE ABOVE VENT PIPE TO WOOD OR FIBERGLASS DOOR MATCH WIND. FRAME - SET IN FASTENERS SIZED AND 5" PAST VENT PIPE SET THRESHOLD URETHANE AND FRAME - ATTACH PER URETHANE SEALANT BED. SPACED PER PRODUCT SEALANT SLAB PRODUCT APPROVAL APPROVAL MEMBRANE BASE SHEET WATERPROOFING COATING AND GAP SHEET UNDER CONC. SLAB _ a WATERPROOFING TOP OF FLANGE BELOW N FURRING COATING APPLIED VENT PIPE SE A AL NT a AROUND GMU OPENING 6 „ W ON FACE OF CMU WALL APPLY CAULKING TO FLOOR �' U LEVEL I x P. T. NAILER ti CEMENTITIOUS FINISH - z REFER TO ELEVATIONS Z g SEALANT d FOR AND JAMB w APPROVED ROOF FLOOR FIN. a TR M VARIATIONS TILE SYSTEM \�\� S SLOPE SEAL P.T.W000D BUCK GEMENTITIOU5 FIN15F+ I/2" GYPSUM WALLBOARD —� AT JOINT WITH FILLER �//�� a ° ° 4h17 ■J WITH CORNER TRIM —� PVC CORNER BEAD V ) ui DRIP SLOPE •HEAD - DD ° SEALANT " ° D FIN FLOOR SEALANT P P °D D D ° GONG. SLAB WATERPROOF MEMBRANE J Q " PLYWOOD ROOF '° P° P .° p COATING APPLIED TO U d SHEATHING p P e. b P p; A u B p °. p ° p , ; TOP AND EXTERIOR 5 j \N ° P P a P FACE OF BUCKS `� LL i 0 a CONTINUOUS URETHENE < Q �_ ° p Pm P Ili D. p p °:� ° p ° SEALANT BEAD BETWEENLL W VENT PIPE THROUGH D D ° A P P p °, Pp FLANGE AND BUCK Z w ROOF. `LL,1 U ®� ~ A A ° FASTENERS 51ZED AND P P P p" J LLJ SPACED PER PRODUCT ° WINDOW, INSTALL PER _ APPROVAL NOTE: REFER TO "CMU OPENING PRODUCT APPROVALS LLJ WATERPROOFING" DETAIL FOR I — ADDITIONAL WATERPROOFING Z o Q' u') O -0 project VENT-THRU-ROOF DET. FLAT OR S-TILE GARAGE DOOR SILL -PAVER RECESS UTILITY SWING DOOR SILL FLANGE WINDOW HEADIJAMB-CMU SCALE: 3`1'-0" SCALE: 3"=1'-0" SCALE: 3`i'-0" SCALE: 3'=1'dl" - ARCHITECT RAL NO SILL FASTENERS - VERIFY WITH PRODUCT APPROVAL 6" WOOD OR FIBERGLASS DOOR 11IN 11 - STALL PER. AND FRAME - ATTACH PER SEALANT--" D A IEW FOR PRODUCT APPROVAL CODE COM LIANCE EXTERIOR IX2 PT FURRING AND 1/2" DRYWALL OVER 5" WALL. STOOL PER SPEC ST• LUCIE OUNTY Architecture STUCCO OVER 8" WALL OMU WALL SET HIGH VELOCITY THRESHOLD SEALANT CONTINUOUS URETHENE B® WOOD TRUSSES �I ' IN URETHANE SEALANT E SLAB SEALANT BEAD BETWEEN Planning WATERPROOFING COATING FLANGE BLOCK 22" MIN. W. X 5b" MIN. D. o SEALANT I x P. T. NAILER SEALANT ( UGH -FRAMED) FLOOR FIN. SEAL WINDOW TO BLOCK SEE 5 ZE ON FLOOR PLAN Q 4 OPE 300 Avenue of Champions 'k— z y SLOPE TO DRAIN STEPPED POURED OR Suite 260 MIN. R-50 - RIGID BOARD �. 4 PRECAST CONCRETE BILL Palm Beach Gardens, Florida 33418 - WATERPROOFING INSULATION, SEE ENERGY 1/2 GYPSUM WALLBOARD FIL ^^ ^ Y COPY COATINiS ON D GALG5. P. A: .P Q D WINDOW SILL, WATERPROOFIN6 COATING, Phone 561.202.6990 JAM55 AND HEAD. m D .=n� P ° ° C ° 'D APPLY ON SILL, EXTEND b " Fax 561.296.2494 SET P.T. WOOD BUCK OVER APPLY AROUND O A p ° MASONRY WALL a DOWN THE WALL. archstudio0.com OCMU HATERPROOFING IN CORNER AND P , P a URETHANE SEALANT, FASTEN EXTEND 6" ALL ° PER PRODUCT APPROVALS. AROUND THE FACE D. - ° > o .. OF THE WALL. INSULATION PER FASTENERS SIZED AND Si�AGED ° I FURRING ENERGY GALL , PER PRODUCT APPRQVAL p P° o. GEMENTITIOUS FINISH SEE APPLY LIQUID WATERPROOFING D a ° D 5, 4Q ELEVATIONS FOR SILL TRIM drawing SEALMEMBRANE OVER THE TOP AND - , ° c VARIATIONS. OF P.T.WOOD. EXTERIOR FACE OF BUCK AND SILL. 1/2" GYP BD. T° D. ° DETAILS BUCK TQ GONG. SLAB ° P A Mp.SoNRY NUMBERS REPRESENT WEATHERSTRIP e P P ° PAVERS ON COMPACTED INSTALLATION SEQUENCE ATTIC ACCESS PANEL A : p ° SAND BASF NOTE: REFER TO "CMU OPENING ® ; ° P P P 0 WATERPROOFING" DETAIL FOR 51ZE PER PLAN PANEL, HINGED WITH , ° ADDITIONAL WATERPROOFING I w r INSTALL NDOW OR D00 FASTEN PER PROOI:G R n u LATCH,• I/2 GYPSUM BOARD ON 5/8 APPROVAL AND SEAL WINDOW OR DOOR FRAME TO PLYWOOD FASTENED WITH DRYWALL P.T. WOOD BUCK AND MA50WY 5GREW5 ® b" O.G. PERIMETER d 12" O.G. sheet A-5 CMU OPNG WATERPROOFING -ISO ATTIC ACCESS DETAIL FRONT SWING DOOR SILL- PAVER RECESS J FLANGE WINDOW SILL-CMU SCALE: 3"=1'-0' SCALE: 3"=1'-0' SCALE: 3"=1 revisions no. date FOOTING SCHEDULE DETAIL MARK SIZE ( 0) REIAFORCIN6 DESCRIPTION NO. W/2 +5 C.ONT.- 2 TOP d Z BTM. EXTERIOR MONOLITHIC F-I I6'k16k NT W/ DCUELE LAYER OF MESH, 46' WIDE ONE STORY I W13 •5 CONT. - I TOP $ 2 BTM. EXTERIOR MONOLITHIC AT F 2 I6'k16k T. i W/DOUBLE LAYER OF ME5H, 46°40E SHOWER d 6ARACCRECE55 2 F 3 3'-0°x3' Q°xi2" W/4 #5 E.W. BTM. ISOLATED PAD 3 TE-I 10' x DROFI x COT. W/I*5 CONT. THICKENED EDGE AT DROP 4 COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION 6xb GONG. ELK. WA FULLY 6ROUTED CELL W/1-15 VERT. EA. CELL G-I 0 6 b" O/C MAX. OR A5 LOCATED ON PLANS aw C-2 BLOOK CONC. BLOCK W/2 FULLY 6ROUTFD CELLS W/1-* VERT. EA CELL 12.(12 I CONC."O" ELK. FULLY 6ROUTED W/4-" VERT. #2 TIES ® 6" T.O. C-3 SLOCK IN MORTAR JOINT 6XI1.2 RINKER T3241 OR EOUAL G 4W y1K GONG. °O" ELK. FULLY GROUTED W/245 VERT. 3-1/2' 1/2 KIl 4" PROVIDE STEEL GAP PLATE AND SADDLE. ISEr DETAIL I-53) G 5 TUBE TEFL BASE PLATE 9"x9"x5/6" W/ 4 5/6' CIA. WEDGE ANCHORS W/ 4" MIN. EM3W. o" MAIGHIN& DOrlrLs rurc COLUMNS 46 BAR VIA. MIN. W/STD. HOOKS (I) 05 CONT. AT 81. �`— MATGHIN6 DOWELS FOR COLUMN5 46 BAR VIA. MIN W/STD. HOOKS WELDED WIRE MESH, SEE k MID. OF WELDED WIRE MESH, SCHEDULE 3 J CURB ) SEE SCHEDULE w TOP BENT BARS A5 ` W TOP BENT BARS AS J2 REQ'D, SEE 5GHED u REO'D, SEE SGHED is TRANSVERSE REBAR TRANSVERSE REBAR 1 WHERE OCCURS 50HED. I WHERE Oar SCHED. �J - W-rOOTINORIEVAR FOOTING REBAR SGHED. `-EF FOOTING 51,HED. OMIT CENTER BAR QED SEE FOOTING SCHED. OMIT CENTER BAR WHEN ONLY (2) REQD. WHEN ONLY (2) REQD. CO EXT. CONT. MONOLITHIC 2 EXT. CONT. MONOLITHIC MASONRY COLUMN MI.ONT. 38ERIB GovER lo° OTHICKENED EDGE #1 `G5 PUTS In NC WALL BEYOND MATCHING DOWELS 46 BAR DIA. MIN. GRADE 8' W/STD. HOOKS _ f r ^ t'-5. r I ANCHOR BOLTS d ^ ^ ^„" PAD REBAR BASE PLATE (SEE EQ. EO. SEE POOTIN6 SCHEDULE COL. SCHEDULE) EDGE BARS ALWAYS 5EE SCHED. REMAIN. SPACE OTHERS EQUALLY I COAT COL. W/ I COVER �ILD O ISOLATED PAD PAPER 12" ED6E OF WALL BEYOND 05 ILI:FI 51K EXTEND D 2" E EQ. MONOLITHIC FI 6. UNDER C3 (12° WIDE) 5EE SCHEDULE OPAD AT EXT. STEEL COL. 85 r- -Y GI GI I --------FI vSEE. I `AI PAVERS I DETAIL I I rT to m G2 I 3 m I I ------J _ r I I in I I I FI ;D I I I I g FI TE-1 FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH 6" X 6' X WIAXWIA W.W.M. ON 6 MIL I O VISGUEEN (OR EQUAL) ON GLEAN WELL COMPACTEDFILL. A HAM. SHALL BE LOCATED IN THE DLE TO I UPPER HALF OF THE SLAB DEPTH AND MUSTE I SUPPORTED AT 5'-O" O/C EACH WAY WITH APPROVED ll MATERIALS. �I 0'-0' FIN. FLOOR 5LA5 I A I Q I I I I I I I TE-1 I I r I F1 I �• � 2'-a"I Q rn I 3'-0' X2-1/4' m 6ALV. STL. i PIPE W/ THREADED END TO I r ATTACH GAP. 5" VIA. BASE IN Q I () HOLM ONBR5 OR TITTANFASTENERSENED W 3II P I I I �I i 161-4, 0 GI I I I I I - T L TYP I I N FO i a Q U.O.N. F1 I F G4 n i I L FI I P VERS� I I F2 I I G1.1 L-------- - 04 — -----J GI Q �Q CMU COLUMN WlrOP FI FT6.(SIM) UNDER 5'-0- A.F.F. PIV 05 STL C5 (12"WIDE) (SEE E COL.TO UNDERSIDE DETAIL 5/5-1) CONC. BEAM (SEE l%M SCHEDULE FOR JI 1 W-4 04 'IEWED FOR COMPLIANCE JCIE COUNTY BOCC FILE COPY designed --- drawn LTH checked 515D date 91/01/20_PERMIT scale 1/4" = I' -ON (U.O.N) job no. 200561_5Fmm215t \a N Scott Blakeslee Disher AR-0011586 AA-0003285 LU V W W 4— J — 6 LLi 0 o Q V- Q J LL w Z ® U Q_ Ir— fJ wQ W_ u) C0 V z d� N U^ project ARCHITECT RAL e��/VvVH/ Architecture Planning 300 Avenue of Champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com drawing FOUNDATION PLAN sheet S-1 BRACING NOTES: I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE IN57ALLATION OF PERMANENT CR055 BRACING AND WEB LATERAL BRACING REQUIREMENf5. TEMPORARY BRAGIN616 THE RESPONSIBILITY OF THE TRU55 INSTALLER AND 5HOULO REMAIN IN PLACE AS LON6 A5 NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: BC50. 2. PERMANENT WEB LATERAL BRACING 15 TO BE INSTALLED A5 SHOWN ON THE INDIVIDUAL TRLW DRAWIN65 (NEB LATERAL BRAGIN616 NOT 5H0WN ON TH15 5NET). PERMANENT WEB LATERAL BRACING 15 TO BE RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALL5, OR BY PERMANENT DIA60NAL BRACING (NOT SHOWN) IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED 20 FEET ALONG CONTINUOUS WEB BRACE (REF. BCSI). 3. PERMANENT DIA60NAL BRAGIN& A5 SHOWN ON THI5 5HEE7 DOES NOT INCLUDE BRACING REQUIRED FOR &ABLE END 57UD5 OR BOTTOM CHORD OF &ABLE END AT WALL. REFER TO STANDARD &ABLE END DETAIL FOR BRACING REOUIREMENTS. 4. ALL TOP CHORDS ARE ASSUMED TO BE 5EATh'E2, AND ALL BOTTOM CHORDS BRACED BY A RI61D CEILING SYSTEM REFER TO INDNIDUAL TRUSS ORAWIN55 FOR BRACING REQUIREMENTS OF NON-%EATHW TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. S. REFER TO TPl /WCTA BC51: COMMENTARY AND RE50MMENDA7I0N5 FOR HANDLING, INSTALLATION AND BRACING METAL PLATE CONNECTED WOOD TRU55W,, APPENDIX G, FOR RECOMMENDED SEQUENCE OF iNS7ALLIN6 BRACING COMPONENTS. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU55 DE516145 TO WITHSTAND GRAVITY AND WIND LOAVIN66 A5 WELL A5 61RDER CONNEC71ON5 AND LOADS ARE THE RESPON51BILITY OF THE TRUSS DE516NR. ANCHORA6E OF THE TRUSSES AND 6IRDER5 TO THE SUPPORTING STRUCTURE TO 47H5TAND WIND UPLIFT 15 THE RE5PON5101LITY OF THE PROJECT EN61NMR OR ARCHITECT. 7. THE BRACING FOR THE ROOF 5Y5TEM 15 DESI& dV FOR BOTH P051TIVE 4 NE6ATIVE PRE55 RE AND MEETS THE REOUIREMENT5 OF 2017 FBG. BRACING LEGEND: PERMANENT 2x4 DIA60NAL BRACE RESTRAINT IN THE XPLANE OF THE NEAREST WEB MEMBER AT 20'-0" INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. FASTEN TO OPPOSITE SIM OF WEB WITH 5-16d TOENAILS AND TO LATERAL BRACE WITH (3) IOd NAILS EACH INTERSECTION. (REF: 5651). HORIZONTAL BRIDGING WITH A MINIMUM 2x6 STRON66ACK AT 6-0" 0/0. FASTEN TO EACH TRUSS WITH 3-I0d NAILS AND ATTACH TO WALL5 OR OTHER RI61D POINT AT EACH END (REF: BCSU. PROVIDE OVERLAP OF AT LEAST (5) TRU55M (FLOOR ONLY). PERMANENT 2x4xCONT. LATERAL BRACING IN THE PLAN OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES. FASTEN WITH 2-10d NAILS IN EACH TRU55. PROVIDE OVERLAP OF AT LEAST (2) TRUSSES (ROOF ONLY). ZONES / ! 2 (SEE DIAPHRAGM SCHEDULE) ZONE 3 (SEE DIAPHRAGM SCHEDULE) BRACING DETAILS: COMPRESSION WEB SLOPING OR VERTICAL CONTINUOUS PERMANENT LATERAL BRACING (CL.B) PERMANENT DIAGONAL BRACE NAILED TO OFF. 510E OF WEB PREVENTS LATERAL. MOVEMENT AND SHOULD BE REPEATED AT APPROX 20 FOOT INTERVALS COLIN& F16VRE %, PERMANENT DIAGONAL BRACIN6 IN THE PLAN OF THE hEB MEMBER5 FIGURE 37: PERMANENT BRACING IN THE PLAN OF THE W;I55 FOR PITGhIED TRU55E5 HORIZONTAL BRID61N& WITH A MINIMUM 2xb 5TRON65ACK CONNECTION TO EACH TRUSS WITH 3-I0d NAILS AND ATTACHED TO WALL5 OR OTHER R1610 POINT AT EACH END (REF: BC51). PROVIDE OVERLAP OF AT LEAST (5) TRUSSES (FLOORS ONLY). SEE PLAN P16URE 36: PERMANENT BRACING IN THE PLAN OF THE NEBS FOR PARALLEL CHORD TRUSSES BRACE 45" 11 45" PERMANENT NiEB DIA60NAL CP053 BRACING =Tl= 'AL"22► LATERAL BRACE TIE -BEAM I BEAM SCHEDULE TTP. REINFORGIN6 #3 HOOP5 TOP MID 87M MARK SIZE OR 5TIRRUPS/HAIRPIN5 REMARK5 rMIGAL MASONRY BOND BEAM COW.. UNLESS NOTED OTFERWISE (1) COURSE BB-/ bxb 1#5 - - NOW READ. FILLED CA5TCRET£ HIGH STRENGTH PRECAST h8-1 6x16 145 - 1415 NONE READ. LINTEL FILLED GA57CRETE H16H 5TRENOTH PRECAST MB-2 Bx36 195 - 145 NON READ. LINTEL ALL COURSES FILLED ALL BARS GONT HOOK ENDS. B-1 12x16 2#3 - 2#5 0 6" T.O. (CONCRETE) 14l32" ROOF PLYWOOD. NAIL PER DIAPHRAGM SCHEDULE 14/32" ROOF PLYWOOD W/ IOd NAILS 0 4" O/C INTO 2x4 6P BLOGKIN& (FLATWI5E) x CONT. EN6.AND APPROVED A000 TRUSSES SEE TYP WALL SECTION FOR ACTUAL HEEL ENS. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS W A AND OVERHANG CONDITIONS SEE TRL65 CONNECTOR 5GHEDULE SELECT SEE TRIPS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON BRACING PLANS IN5TAL1 CONNECTOR SHOWN ON BRACING PLANS PER. MFR. SPECIFICATIONS INSTALL PER. MFR. SPECIFICATION5 X-BRACE BETN✓-N EVERY TRUSS W/ 2x4 5P 4 (2) I6d END NAILS, EA. END _ SEE PLAN 2x4 P.T. BLOGKIt� (TIGHT TO R EA. TRL65 SIDE) NU 0.143" 0 T.O CI PA.F. 0" L6. 04" 0/6 x COW •1 5TRUGTRURAL BEAM (1)160 NAIL yEE PLAN SEE SCHEDULE _ I T.O. WALL FJ GONG. TIE -BEAM OR MA60NRY BOND BEAM SEE BEAM SCHEDULE I 6" GMU WALL � 2 s2 CONNECTION DETAIL S2 CONNECTION DETAIL 2 x 4 5p42 0 24" O.G. MAX. OUTRI6ER 51MPSON H5 2 X4 MIN. BLOGK'6 o PANEL JOINTS FOR FIRST CLIP —� THREE TRUSSES (2-I0d TOE NAILS EA. END) 3-IOd COMMON NAILS MIN. (TYPICAL) 2 X 4 SOUTHERN PINE a 2 VERTICAL SCAB WHERE GROSS BRACING DOES NOT ALIGN W/TRUSS WEB USE MIN.3-16d NAILS t TOP 4 BOrr. CHORD CABLE END STIFFENER AS REOV BY TRL55 MF6. &ABLE END TRUSS (DROPPED TOP FOR OUTRI66M CONSTRUCTION GRADE 2 x 4 OR065 BRACING NAILED TO EDGE OF Ist 4 3rd TRUSS AND CENTER WEB AS SHOWN W/ MIN. 3 - IOd NAILS AS SHOWN. BRACING PLACED AS OL05E TO TOP 4 BOTT. CHORD A5 P05515LE 0 4'-0" O/G (AT EVERY RAT RUN) 2 X 4 SP#2 X 6' RAT RUNS 0 4' O.G. W/ 3-I0d 2-16d GOM TOE NAILS 0 EACH STIFFENER NAILS AT EACH TRUSS P.T. 2 X 5 5p#2 NAILER ANCHORED TO BM. W/ 1/4" TAPCON5 FASTENERS MIN. 1-1/2" PENETRATION 0 16" G/C (3" MIN, EDGE DIST) BOND BEAM (LINO) FASTEN CABLE END TO 2 x 6 NAILER W/ Ibd COMMON NAILS o 6" 0/6 51MP50N HETA20 STRAP 46" C/G - NAILED TO BOTT. CHORD OF CABLE TRUSS W/ T-IOd COMMON NAILS 3 GABLE END - SECTION -WOOD `S2 SCALE:13/4"=I'-O" I5/32" 055 %-- ROOF SHEATHING 51MF5i CLIP (4) TAPU (4) 1/4" eCONNECTION DETAIL S2 s BLOCKING )N OKING W A VI6" x2" LONG rN5 TO BEAM 4 c1-1/2" SCREWS TO BLOCKING I I ICI 2xb P.T. BLOGKINC a 6-0"O/C FASTEN EACH END TO TRL65 W/ 3-1 SIMF50N H5AMIOKTA CLIP ALONG, O/C W/ (4) 5/16" x2" LONG TAPCOR J 1/4"XI-1/2" SCREWS TO 7RU55 BTM. CONC. TIE BEAM or MASONRY BOND BEAM (SEE PLAN) M 5/M U D HEADED A STUDS V4 BARS MAY BE USED A5 TH HELD TO GAP PLA7F ALTERNATIVE EF THE if -It U-BARS A5 PREFERRED, II"xll"xl/2" 5-% _J N 1/4" GAP PLATE 57ML COLUMN 115EE COL. SGHED) eL BASE PLATE 5 SEE COLUMN SCHEDULE s2 CONNECTION DETAIL 2 ED6E NAILIN6 ALONG SLK'6 x 6-0" LONG 2xb BRACE 0 6'-O" OX W/ (10) 16d NAILS, EA. END _T.O. WALL 5EE PLAN 5d NAILS TRU55 0 4'-O" i TO BEAM 4 (4) ;HORD --Try,_— _RKO APPLY GLASS 11 VAPOR RETARDER (O.I < PERM s 1 O PERM) KRAFT-FACED FIBER&LA55 BATTS FOR ZONE II PER FOG-R702.7 PERMANENT Ix4XCONT. LATERAL BRACIN6 IN T PLANE OF THE STRUGTL BOTTOM CHORD OF THE TRU55E5.FASTEN WITH 2-I0d NAILS IN EACH Tf PROVIDE OVERLAP OF LEAST (2) TRUSSES (RO ONLY). 5'-0" k 5'-0" MIN. MIN. revisions no. date (1) BLD6. DEPT. COMMENTS 09/2l/20 designed — drawn LTH checked SBD date 07/01/20-PERMIT scale 1/4" = 1'-0" (U.O.N) job no. 200361_5Fmm21st ml, I,em n„neen eimAme Al - .t a erdsnlea b, Scow b.0lsne, PlN ne an�mm.w,m"��inyazui va"rea.o"le:ounl.ao.��,�rare a a,.aered:"Ma.�e:ealed.oa me sy �„� m�wmreamaa,=�vam,o��. Digitally signed by Scott Blakeslee Dishes DN: cn=Scott Blakeslee Disher, o, ou, email=sdisher@archsl udiofLcom, c=US Date: 2020.09.21 14:02:04-04'00' Scott Blakeslee Disher AR-0011586 AA-0003285 W Z W 0 ^^ VJ 5 W J C G Q LL Q J LL_ 11-1 Z -i U LLI IY fJn _LU w d rn V z p 'qzTO W U) N WW) O project ARCHITECTURAL �A• Architecture Planning 300 Avenue of champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com drawing ROOF FRAMING & BRACING PLAN sheet S-2 FIGURE 39. PERMANENT BRACING IN THE PLAN OF THE WEBS NOT NAIL ROOF SHEATHING TO SUB-FA5CIA PER DIAPHRAGM SCHEDULE 2 X 4 BLOCKING AT PANEL 6"xlb" BOND NOTE: PRE-ENGINEERED WOOD EDGE AS REQUIRED. (SEE BEAM TRU55E5 - SEE TYPICAL WALL DIAPHRAGM 5CFEDULE) (2) 16d (PER SCHEDULE) SECTIONS FOR ACTUAL HEEL AND COMMON NAILS ® EACH END tOVERHANG CONDITION. CONTINUOUS 2 X b -- , FASCIA ATTACHED WITH (2) b"x8" PRECAST LINTEL. I6d NAILS AT EACH TRU55 AND ATTACH FASCIA TO WOOD TRUSS NOTE: PROVIDE NAILS IN W/ (2) I6d COM. TOE NAILS SEAT PER SCHEDULE FROM BACK SIDE. WHERE REQUIRED FILL COLUMNS 1' AND LINTEL 50LID 1` W7 &ROUT 8"x8" FILLED CELLS IL INS VERT. (TYPJ BRACE BETNEEN EVERY THIRD ='==`'y,_ TRUSS IN 2 X 10 5PR72 P.T. - LUMBER WITH (2) I6d TOE =_ ; T_ ,;,, \ MOISTURE BARRIER EL + VARIES NAILS ®EACH END •ALL -SEE PLAINS 4 PERIMETER BEARING POINTS _ k TYP. DET. LINTEL ON COLUMN OVER A" °°"° BEAMS. STRUCTURAL BEAM (SEE 3/4" = 1'-0" SEE ROOF PLAN FOR SCHEDULED STRAP S BEAM 5CHEDULE) FILL COLUMNS VERHAN6 AND LINTEL 50LID 8" CONCRETE MASONRY UNIT ' VARIES VV GROUT SEE PLAN T.O.BB NOTE: 2XIO-BRAGIN6 REQUIRED WHEN HEEL HEIGHT EXCEEDS 12" (MEASURED FROM CENTER OF BEARIN6 ON BEAM TO TOP OF TOP 0 TYPICAL FASCIA AND TRUSS BLOCKING DETAIL w yi W HIGH STRENGTH PRECAST LINTEL .! VVREINFORCIN6 AS REOD. SEE LINTEL SCHEDULE COLUMNS BEYOND SEE FOUNDATION PLAN TYP. DET. LINTEL ON COLUMN g BOND BEAM PER 56HED. a 3/4" = 1'-O" SAFE GRAVITY LOADS FOR S" PRECAST 4 PRE5TRE55ED U-LINTELS 4Wr'4 9RMLENGTH SAFE LOAD -POUNDS PER LINEAR FOOT TYPE 8U8 BFH-09 U12-M SF16-M 9F20-09 S M-08 �08 N32-08 8FB-1B 8F12-111 8F1F18 SF20-16 BF24-18 WA-18 BFJ2-18 2'-10' (34� PRECAST 2231 SON 4805 6113 7547 �74 10394 118M 30M 4605 6113 7547 8974 10384 11BM 3'-6' (42' PRECAST 2231 300 3719 5163 8M7 M =10951 30M 45M 6113 7547 8974 10394 118M 4'-0' (48' PRECAST 1966 2551 2751 382D 4890 5961 7034 8107 2N3 48M 6113 7547 8974 10384 118M V-6' (541 PRECAST 1599 19M 2110 MI am 4575 5400 6224 2189 4375 6113 7547 M72 10M 11809 5'-4' (64' PRECAST 1217 134 1438 19M 2560 3123 3686 4240 16M 3090 53B5 7547 38 1B 19 101211 5'-10'(701 PRECAST 1062 1105 1173 1811 2090 2519 3008 3470 1451 2M2 43M 71 19) 8328 6'-8' (781 PRECAST 908 1238 2177 3400 3031 3M7 -ZTM 4383 5051 1238 2177 34M 5MI 8300 1 14 7'-6" (907 PRECAST 743 1011 1720 26M 2205 208 3121 3685 1011 1729 2661 3M8 5681 8187 44 8472 15 9'-4' (112' PRECAST 554W1t80 1625 2554 3485 2618 3302 752 1245 1843 1 2554 3486 4705 6390 4 10'-6'(1261 PRECAST 475 535 M0 1247 2093 Z777 2163 25M 843 1052 1533 2M3 2781 3643 4754 45 11'-4' (1361 PRECAST 362 562 945 1366 1846 2423 3127 40116 562 945 13M 180 24M 3127 4006 l2'-O'(1441 PRECAST 337 540 an 1254 1664 2193 2805 35M No an 1254 IN4 2103 2M5 35M 13'-4'(160' PRECAST 296 471 'M 1075 1429 1838 2316 2M3 471 755 1075 1428 IBM 2316 2883 14'-O'(1681 PRECAST 279 424 706 1002 13M 1097 2127 2630 442 706 I= 1326 1007 2127 2630 14'-8'(176J PRESTRESSED N.R. NR NR NR NR NR NR NR 456 783 1370 1902 2245 2517 2712 15'-4'(1841 PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 20M 2320 2513 17'-4'(208' PRESTRESSED N.R. NR NR NR NR NR NR NR Sao 548 950 1326 1809 1849 2047 19'-4'(232' PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1262 1515 1710 21'-4'(2561 PRESTRESSED N•R NR NR NR NR NR M NR 1M 310 we 845 1114 1359 1469 22'-0'(2641 PRESTRESSED N•R NR NR NR NR NR NR NR 165 315 550 784 100 1205 13M 24'-0"(2881 PRESTRESSED N,R• NR qR NR NR NR Ni N2 12B 750 460 M4 8B4 Im 1222 N.T.5. &"xb' FILLED OPENINGS <= 6'-0": CELLS SEE PLAN PROVIDE 85(6" MIN. AND COLUMN V BOND BEAM COURSE SCHEDULE FOR I / IN/ 145 MID. OR REINF. ^T- 6"XeO MIN. FORMED J/ MASONRY GONG. SILL VV 245 MASONRY 4 OPENING MID. WALL I 1 _ OPENINGS > 6'-0": PROVIDE &"XB" MIN. BREAK AWAY 51M I BOND BEAM COURSE OF MASONRY z• VU 245 MID. OR COLUMN FOR H" �- 5"XE," MIN. FORMED CONTINUOUS POUR GONG. SILL W/ 245 1' 1 MID. PROVIDE 6" MIN. "f PROVIDE &"x&" PENETRATION 48 MAX. _; FILLED CELLS VV TOE° END 4 TIED-NS VERT. DOVEL VERT. REINF. -. -... '. ;.. -' W/ STD. AGI HOOK -L-7-- T---^-'L EA. END 0 4'-0" FOUNDATION OR 1 1 • 0/0 WHEN OPENING INTERMEDIATE EXCEEDS 4'-0" BEAM _ -- --. �_� ram—_=>-- WIDE QUIRED WHEN WIND RESISTANT PRE -CAST SILLS ARE NOT U SILL REINF. AT MASONRY OPENINGS (TYP.) 3/4" = 11-0. (�) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCRONS FOR GR40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 5" PRECAST 4 PRESTRESSED U-LINTELS c�c� E LOAD PLFF LENGTH TYPE BUB SM �• Z-10-(341 PRECAST 1293 1642 2135 3'-6' (42' PRECAST 1025 1024 1830 4'-0' (48' PRECAST 765 763 1365 4'-6' (541 PRECAST 592 591 1057 5-4- (641 PRECAST 411 411 734 5'-10'(701 PRECAST 340 339 607 6'-6- (781 PRECAST 507 721 483 7'-6' (90' PRECAST 424 534 357 9'-4' (112' PRECAST 326 512 227 10'-6'(126' PRECAST 284 401 178 11'-4-(136' PRECAST 260 452 152 12'-0'(1441 PRECAST 244 402 135 13'-4'(1601 PRECAST 217 324 109 14'-0'(1681 PRECAST 205 293 98 14'-8'(176' PRESTRESSED N.R. 284 89 15'-4"(1841 PRESTRESSED N.R. 259 82 1Y-4'(2081 PRESTRESSED N.R 194 63 19'-4' (2321 PRESTRESSED N.R. 148 51 21'-4-(2561 PRESTRESSED N.R. 12.5 42 22'-O'(2641 PRESTRESSED N.R. 116 39 24'-0-(2881 PRESTRESSED N.R. 91 33 Cslslr-C49�9� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BF8-1T 8F72-1T BF16-1T 9F2D-1T �24-1T 9F7B-1T K32-1T we-zr 612-zr WIG-V 9F20-Zr 9F24-2f 9F28-ZF BF32-zr 2'-10'(341 PRECAST 1W2 3173 4450 5747 70M 8321 9806 1072 3173 4480 5747 7034 8T21 9806 S-6- (42' PRECAST 15" 2524 3547 459 SM1 5613 76M 15M =4 W47 46M 5M1 0613 76M 4'-0- (48' PRECAST 1363 2192 30M 3BM 4853 5740 8M7 136E 2102 30A 3966 485E 5740 WV 4'-6' (541 PRECAST 1207 1940 2724 3508 4222 5077 511451 1207 1940 Z724 35M 4222 5077 5BN1 5'-4' (641 PRECAST 1015 1632 2290 2849 3807 4265 4024 1016 1632 2290 2140 3B07 4285 4024 5'-10'(70' PRECAST BM 1402 2083 2894 3295 3M7 4408 920 1402 20W 21194 3285 31117 4408 6'-6- (78' PRECAST 83612 1340 IND 2419 29M 3408 4038 am 1340 1000 2419 2946 3498 4038 7'-6- (90' PRECAST 727 1021 I6Xl2 21tt 25711 to 3508 9 727 1166 111234 21112 2571 3039 3508 9'-4" (112' PRECAST Mt 660 113XI5 147 15 1811 t 21 t6 2 15 501 851 I= 1705 1 2084 2463 2842 10'-6'(126' PRECAST 530 • 2 91415 11 15 1 15 173915 1 536 6M 1183 15N 19M 2204 2544 11'-4'(136' PRECAST 474 485 790 15 1 1 1272 t 1 15 15 17 1 404 SM 1MB 1422 17M 2053 230 12'-O'(144') PRECAST 470 9 441 723 14 978 14 1151 15 1 1 1 15 470 50 928 130 1649 1 1948 1 2247 13'-4' (1601 PRECAST 373 806 14 783 14 9914 114111141 1321 14 _±1!JL6 428 455 770 1145 1444 1 1716 1 t993 14'-0' (168' PRECAST M4(IW, 346 W9 14 M 14 M7(141 105XI41 121 14 410 420 700 1050 1434 6 1004 ISM 14'-8"(176' PRESTRESSED 313 518 t 677 1 821 (131 976 (141 11 14 246 390 69 9M 1324 8 IWIIJ 187 11 15'-4"(1841 PRESTRESSED 224 302 485 13 R5 1 797 t 909 1 1 I 230 364 we 007 1224 8 1 14 1801 14 17'-4-(2081 PRESTRESSED 187 192 255 303 404 12 500 520 1 732 637 1 983 11 754 1 1 14 972(121 14 14 19'-4'(2321 PRESTRESSED 1M 222 347 11 446 11 546 t 648 1 745(121 186 251 424 616 flit 8 1 14 1 14 21'-4"(256' PRESTRESSED 142 199 306 f1 393 tt 480 1t 597 II 654 11 142 23D an 531 713 981 t 1 1 22'-0-(2641 PRESTRESSED 137 137 192 221 295 10 354 376 1t 508 461 1 M1 545 tt 881 1 M 11 9B7 t 24'-0' (288') PRESTRESSED 124 175 Z67 10 3N 10 416 10 :1 10 56010 1Z4 200 316 450 800 7N 1. 875(1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUG WNS FOR GR40 FIELD ADDED RUM 1/3 S-1 "E" BAR BAR RIVETED TRUSS ANCHOR SCHEDULE (10d com.170 MPH ASCE 7-10) CONCRETE TIE -BEAM TO TRUSS EXP "C" REV.01/2014 A_4 NUMBER OF STRAPS FLA. PROD. APP. NO. IZE � wiz o!tJ PRODUCT CODE (SIMPSON) GAUGE DIMENSIONS NUMBER OF 10dHLMAINING (COM. NAILS) ALLOWABLE LOADS LATERAL UPLIFT AT 160% ON WOOD TOTAL LATERAL F2 OUT OF CONCRETE (HEIGHT) EMBEDMENT Ft F2 IN CONIC. 13,000 PSI IN GROUTED CMU 195 243 292 341 388 437 MARK CAPACITY A-1 1 FL11473 20 HETA 20 16 16 4 9 340 725 1810 1810 1320 1200 1080 960 842 720 A-2 1 FL11473 20 HETAL 20 16 15 5 1 16 14 * 415 1100 1810 1810 1410 1329 1248 1172 1091 A-3 2 FL11473 0 H TA 1 6 4 12 EACH -16d 1225 1520 2700 50 2268 2181 2100 2010 1924 A-4 2 FL11473 20 HETA 20 16 16 4 10-10d x 1 1 2 680 1450 2035 2035 1694 1625 1536 1490 1427 A-5 2 FL11473 20 DETAIL 20 16 16 4 1 2 24-10d x 1 1 2 * 2000 1370 2480 2480 k 2040 1950 1860 1775 1690 FZ = 21. 2 (FBC TABLE 1606.2A) X 2' (TRUSS SPACING) X WALL H X .42 X 1. 4 (EXPOSURE C) ZONE 1D p = 21. 2 (1. 4) (EXPOSURE C) = 29 PSF HT. = 30 10 -D 12 -0 14 -0" 16'-0 18'-0" WALL HEIGHTS - USE ALL FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED. MINIMUM EDGE DISTANCE IS 2" - ALLOW 4" EMBEDMENT IN CONCRETE (UNLESS NOTED OTHERWISE) - WITH A RIVETED BEAM SEAT, EITHER STRAP YIELDS SAME UPLIFT. - DESIGN LOADS BASED ON USE OF SOUTHERN YELLOW PINE, SG=O. 55 (NO INCREASE ON STEEL STRESS) * INSTALL 5 NAILS INTO TRUSS SEAT FOR HETAL20 * INSTALL 6 NAILS INTO TRUSS 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 & MOISTURE BARRIER AS REQUIRED) d" BTWN. STRAPS MAX. 2 MEMBER G.T. F2 A FOR A3 = F' 1 MEMBER G.T. \00 FOR A4 1 MEMBER W.T. F1F1 1 1/2' MIN. 1 1/2" MIN, EDGE DIST (TYP.) EDGE DIST 7 5/8" MIN., 4" BETWEEN /./ STRAPS MULTIPLE RIVETED TRUSS ANCHORS SINGLE RIVETED TRUSS ANCHORS LATERAL LOADS ON TRUSS ANCHORS LATERAL WIND LOADS FOR TRUSS CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALY515 FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE ALLOWABLE LATERAL LOADS L15TED ON THE STRAP CONNECTION SCHEDULE INCLUDED ABOVE. FOLLOW STRAP MANUFACTURER INSTALLATION INSTRUCTIONS. PLYWOOD FLOOR / ROOF SHEAR DIAPHRAGM SCHEDULE FRAMIN6/ TRUSS MINIMUM PANEL NAIL SPAGIN& COMMON NAIL FLOOR PANEL GRADE SPACING THICKNESS SIZE REMARKS DIAPHRAGM BOUNDRIES ®OTHER PANEL E06E5 2ND FLOOR 3RD FLOOR WA APA RATED SHEATHING 2--0" 5/8" 4" ® ZONE 2 4 3 4" m ZONE 2 4 3 UNBLOCKED DIAPHRAGM ROOF EXP. I, OR EQUAL. MAX. NOM. bd RING SHANK UNO_SEE DTLS. b" ® ZONE I 6" ® ZONE NOTES: I. INSTALL PLYWOOD PANELS A5 5HOWN ON DETAIL BELOW: BLOGKIN6 (IF REQ'D) FRAMING HIP (DIRECTION OF 1-0. TRU55E5 OR FRAMING) 2. SPACE NAILS m &" O.G. ALONG INTERMEDIATE FRAMING MEMBERS FOR FLOORS, AND 6" O.G. FOR ROOFS. 1/3 S-1 (TYP.) L BOTT. BAR (TYP.) SHEAR REINFORCING SPACED FROM 4" TYP. SUPPORT AS SCHEDULED TYPICAL ELEVATION FOR FOR #3 SHEAR REINF. BAR 4" LESS THAN TOTAL BEAM DEPTH ED 1/3 (TYP-) TOP BARS IN BOND BM. UNIT SHEAR REINF. AS REQUIRED BM. GROUTED SOLID TI1RU-OL (VIBRATE GROU IN PLACE) BOTT. BARS IN PRECAST CONCI LINTEL UNIT. BEAM SECTION TOP BAR BOTT. BAR 1/3 S-1 (TYP.) S-1 3. ZONES 1,2 4 3 ARE A5 SHOWN BELOW: 4'-0" 7-------- — — — oI /-------i 4 / a V�-----------I 4'-0" INCLUDING O.H. OP BAR 4" (TYP.) BOTT. BAR HORIZ. WALL REINFORCING 1.5 LD 1/4 SPAN (INCLUDING OVERHANG) GABLE END REVIEWEI CODE COM I ST. LUCIE - T BEAM - TOP REINFORCING L- — - — - — - -- LLd BEAM BOTT. REINFORCING VERT. WALL REINFORCING: REINFORCED REINFORCED MASONRY WALL MASONRY BEAM TYPICAL MASONRY BEAM BENDING DIAGRAM BEAM BOTTOM BARS MAY BE CONTINUOUS OVER SUPPORTS WHERE APPLICABLE revisions no. date designed drawn LTH checked 5BD date 01/01/20-PERMIT scale 1/4" = 1'-0" (UD.N) job no. 200361_5F.rnm.2151; Scott Blakeslee Disher AR-0011586 AA-0003285 W U z W lam '' V) W// 0 JciLj _ Q 0 O J J Q LL Q L LU Z U LU LLI J w (� p a z � W C~/) N r 4./ / L0 O -0 project ARCHITECTURAL = �'��'• 5~ FOR DANCE )UP"" Architecture Planning 300 Avenue of Champions Suite 260 Im COPY Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com 0 drawing STRUCTURAL DETAILS & SCHEDULES sheet S-3 revisions no. date 1 150 AMP ELEC. PANEL "A" %000 AIC RATED GIRO. DESCRIPTION POLE 5KR WIRE KVA. 100% 100% KVA. WIRE 6KR POLE DESCRIPTION GIRD. -- AHU #I HEAT STRIP ------------ 2 --- 60 -- b --- 0 -- 9.6 --- O --- O -- b --- 40 -- 2 --- ACLU #1 ------------ 2 -- 3 4 5 -- RANGE-------- ------------ 2 --- --- 50 -- -- b --- --- 12.0 -- -- O --- --- --- --- 5.0 -- -- 10 --- --- 30 -- -- 2 --- --- DRYER-------- ------------ b -- Y -- b -- 9 WATER HEATER - - - - - - - - - - - - 2 - - - 25 -- 10 --- 4.5 -- O - - - O 1.5 12 20 I WASHER 10 II -- O --- 1.2 -- 12 --- 20 -- I --- DISHt^lASFiER ------------ 6171 ON PANEL 12 -- 13 -- MICROWAVE----- ------- - - I - 20 -- 12- -- 1.5 -- O - - -0-- 1.0 -- 12 --- 20 -- I --- 6ARBA6E DI5P05AL ------------ 6FI ON PANEL 14 -- 15- - REF./FREZ. ------ ------- I - - 20 -- 12 --- 1.2 -- -0- - -- -0- 0.5 -- 12 --- 20 -- I - -- GARAGE OHS ------------ 16 -- IY- - ------ BATH 6FI5 -------- 1 - 20 -- 12 --- 0.5 -- O ____0__ -- - -- 0.4 -- 12 --- 20 -- I O.H. DOOR OPENER -------- 6FI ON PANEL Ib III 5MALL APPLIANCE 1 20 12 1.5 O O 0.5 14 IS I GM d SMOKE DECT. 20 21 -- 5MALL APPLIANCE ------------ 1 --- 20 -- 12 --- IS -- O --- O --- 1.5 -- 12- -- 20 -- - -- SMALL APPLIANCE ------------ 22 -- 23 GENERAL L16HTIN6 1 15 14 * O O * 14 IS GENERAL LIGHTING 24 25 -- 6ENERAL LI&HTIN6 ------------ 1 --- 15 -- 14 --- * -- O --- O --- * -- 14 --- 15 -- 1 --- GENERAL LI&HTIN6 ------------ 26 -- 217 -- GENERAL LI&HTIN5 ------------ 1 --- 15 -- 14 --- * -- O --- O --- * -- 14 --- 15 -- 1 --- GENERAL LI6HTIN6 ------------ 2b -- 29 -- GENERAL LI&HTIN6 ------------ 1 --- 15 -- 14 --- * -- O --- 0 --- * -- 14 --- 15 -- 1 --- GENERAL LIGHTING ------------ 30 -- 31 -- GENERAL LIGHTING ------------ 1 --- 15 -- 14 --- * -- O --- O --- * -- 14 --- 15 -- 1 --- GENERAL LIGHTING ------------ 32 -- 33 GENERAL LIGHTING I I5 14 * O O * 14 IS I 6ENERAL L164TIN6 34 35 GENERAL LI6HTIN6 1 15 14 * O O * 14 IS I 6ENERAL LIGHTING 36 37 SPARE ---5PARE 38 39 -- 5PARE ------------ --- -- --- -- --- --- -- --- -- --- --------SPARE 40 -- 41 5PARE -SPARE 42 SUBTOTAL 22.Y 9.6 O 11.6 * 6ENERAL LI&HTIN6 = 2,264 (SO.FT) X B (WATTS/50.FT.) = 6;192 / b (6EN.LT6.0IR) = 649 (YAATT5/EA) TOTAL (NO A/C) = 54.3 15t 10,000 at 100% = 10.00 REMAINDER AT 40% = 1.12 A/C LOAD AT 65% = 6.24 TOTAL = 25.9b x 1000 / 240 = 10&.16 AMP5 THI5 PANEL (2) 6M OF (3) •1 AN6. THNN IN 1-112" CONDUIT (I)5E7 OF (3) 02 A06. THAN IN 1-112" CONDUIT METER PANEL A' O 015C PANEL 150 A 50 A 1 #6 CU 6ND. HIRE TO COLD HATER PIPE AND 1-5/43" 60X 10' CU SUPPLEhIFNTAL CROW ROD AND TO ONE REINFORCIN6 BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM ELECTRICAL NOTES A. FEAT 5TRIP LOAD GOVERNS OVER GONDENSOR UNIT LOAD. B. CONDUIT 51ZE. 0.5EE SUB -PANEL CALCULATIONS. D. BRANCH CIRCUITS RUN IN ROMEX. A.I.C. CALCULATIONS (2 x 40 x 26,194)/(5000 x 240) = 1.15 IA i 1.15 = .36 .36 x 26,1114 = 9525.09 A.I.G. OF SERVICE = 9525.09 A.I.G. RATING OF PANEL = 10,000 ETER E 150 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY designed --- drawn LTH checked 5612 date 0-I/01/20_PERMIT scale 1/4" = I'-0" (U.O.N) job no. 200561_5Fmm21st Scott Blakeslee Disher AR-0011586 AA-0003285 W U Z W VJ �W�// J_ Q 0_ LJj 0� O J I.J. J Z LU U W J o w_ U) a U) N ��Z VJ � O project ARCHITECT RAL Architecture Planning 300 Avenue of champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com drawing ELECTRICAL PLAN sheet E-1 NOTE: EXTEND CONDENSATE DISCHARGE TO MINIMUM OF 12 INCHES FROM BUILDINGS EXTERIOR WALL. CONDENSATE DISCHARGE DETAIL H. 4 OA SUPPLY WASHER H05E 2" d STAND aRRE5TOR5 SHUT -OFF -VALVE 5 MACHINE OX WASHING MACHINE BOX DETAIL N.T.S. INTERNAL HEAT TRAP — (FBG B-IB-6 612.IABG2.2) TO HOT WATER FIXTURES A5 SHOWN ON PLAN5— THERMOSTAT AND PRESSURE REGULATOR FURNISHED WITH WATER HEATER SET HEATER THERM05TAT TO GOLD WATER SUPPLY TO WATER HEATER PROVIDE A 210"F TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/GOA TEMPERATURE STEAM RATING 10% OVER HEATER INPUT PROVIDE A HARD RELIEF VALVE D15GHAROE LINE FULL SIZE OF VALVE OUTLET TO RUN TO EXTERIOR OF BUILDING AT 6" ABOVE GRADE OR NEAREST APPROVED INDIREGT WASTE DRAIN VALVE BY HEATER MAN1F. WATER HEATER DETAIL N.T.S. NEW 1 1/4" POTABLE WATER TAP M� I NEW 1" WATER METER B.O.V. BAGKFLOW H.B. W/ S.O.V. 4 VAG BKR WATER SERVICE CONNECTION DETAIL N.T.S. REMOVABLE TEE HANDLE 5/4" H05E THP HOSE BIB DETAIL N.T.S. 9 5/4" GONNEGTION LE55 FLANGE WHERE ATTACHED TO EXF05ED PIPING ROUGH CHROME 'LATER ✓AGUUM BREAKER VANDAL PROOF) THREADED GLEANOUT PLUG GRADE 12"x12"x4" C.ONGRETE SLAB, MIN. IOxIO WIRE MESH FILL VOID WITH OILED SAND GLEANOUT FITTING WITH PVC, PLUG. TWO-WAY CLEANOUT TEE OR LONG 5N✓EEP CLEAN OUT TO GRADE DETAIL A.A.V. AA.V. MINI -VENT MINI -VENT 11/2" 2" 11/2" TRAP TRAP OR 2" OR 3" 2" OR 5" AIR ADMITTANCE VALVE (A.A.V.) DIAGRAM N.T.S. PLUMBING RISER DIAGRAM N.T.S. R�Sf 1/2 81H N IREf LP G�' 1 ID2W 1/ K ERS I/2CCv 1/SIR B SR /Z,II�,�� ,\ I SRUT'Off LPL Il� " RPG lgo to P DRY � �SIIR WATER SUPPLY DIAGRAM N.T.S. S�RRDROI 1' �p1R'(iT�� U1SL PLUMBING FIXTURE SCHEDULE FIXTURE TRAP SIZE GOLD WATER HOT WATER FIXTURE UNITS WG 3" 1\2" - 2 LAV -I/2" 1\.2" 1\2" 5 SHOVER 2" 1\2" 1\2" 1 KITCHEN SINK 1-1\2" 1\2" 1\2" 2 WM 2" 2" 2" 1 DW H5 1/2" - 2 TUB 2" 1\2" 1\2" TOTAL 15 revisions no. date designed --- drawn LTH checked BBD date OT/01/20_PERMIT scale 1/4" = I'-0" N.O.N.) job no. 200561_51F.mm.2151; Scott Blakeslee Disher AR-0011586 AA-0003285 W U z LU 0 VJ LU LL J_ Q LL LU z_ W project Q � U LLI O J QLL w Z U LU F- Q W_ U) WN O LO ARCHITECT RAL xs FE-- �iG ONCE _:COUNTY BACK FLOW PREVENTER �I" GW I" WATER METER (GOORDINATE W/ CITY UTILITIES) SHUT-OFF VALVE Architecture Planning 300 Avenue of Champions Suite 260 Palm Beach Gardens, Florida 33418 Phone 561.202.6990 Fax 561.296.2494 archstudio0.com drawing PLUMBING PLAN sheet P-1 W/ CITY UTILITIE5) GENERAL AIR CONDITIONING NOTES MECHANICAL EQUIPMENT NOTES i. THESE DRAWINGS ARE RESULTING INSTALLATION ARE INTENDED TO COMPLY WITH: 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED WHERE APPLICABLE ', MIN. 211+0 OF FLEX DUCT 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.', ARCHITECTURAL AND SITE CONDITIONS SHALL ARE SHOWN, THE STRUCTURAL, R SMOKE DETECTORS WITH ACCESS DOORS 2. PROVIDE SM 0 S IN ALL SUPPLY AIR DUCTS RIGID BOARD GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING FOR FANS AND AHU'S ABOVE 2000 CFM. ALL SMOKE DETECTORS SHALL BE BY FIBERGLASS i�i OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK ONE MANUFACTURER; COORDINATE VOLTAGE ETC. WITH ELECTRICAL PLENUM BOX. WILL BE INSTALLED AND MAINTAIN MAXIMUM HEADROOM, AND SPACE CONDITIONSSMOKE CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, vG� p AT ALL POIN.T.S.. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR DAIRCTORS SHUT DOWN ASCIATED AIR MOVING EQUIPMENT ALL THAT INADEQUATE, ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING .WITH AND ALL MOVINGHEQUIPMENT SERVING COON AREA. 3. PROVIDE TYPE "B" FIRE DAMPERS IN ALL DUCTS OR OPENINGS PENETRATING �' F 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 VARIOUS TRADES OF FOR PROPER EXECUTION OF THE WORK. INTAKES IF REQUIRED (SEE ARCHITECTS PLANS FOR RATINGS). PROVIDE j - RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING MIN. 2"+0 OF FLEX DUCT!. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR. TO SUBMITTING A BID. CONTRACTOR FANS, DIFFUSERS OR GRILLES 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 INLINE 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 BETWEEN 0/A INTAKES AND VTR OR 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT ANDFIRST CLASS WORKMANLIKE EXHAUST OPENINGS. MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT 7. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE OF ITEMS, WHICH, IN .HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE INSTALLATION (48" A.F.F.). SIZE ASREQUIRED APPEARANCE. 'REMOVAL ANDRATNG,ATREPLACEMENT IS TO BE DONE IMMEDIATELY WHEN EA L 8. RUN INSULATED CONDENSATE DRAINS AS PER PLUMBING DRAWINGS. DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 9. MOUNT ALL ROOFTOP EQUIPMENT FOR B WIND LOADS AND MOUNTING HEIGHTS AS 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM REQUIRED BY LOCAL CODES, ALL CURBS SHALL EXTEND 8" MIN. ABOVE CUT PLENUM BOX PER GRILLE REQUIREMENT, S OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER FINISHED ROOF. (VERY OR HORZ) SEE PLANS FOR MODELS &SIZES TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. .THIS CONTRACTOR 10. ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU WALLS, BEAMS, SLABS, ETC, AS REQUIRED AND COORDINATED WITH THE STRUCTURAL ENGINEER. REWORK SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL AIR CONDITIONING WORK .BAR JOIST CROSS BRACING .AND PROVIDE NECESSARY TRANSITIONS AS ALL FLEX DUCT TO BE FULL CIRCLE INTO. GRILLE BOOTS TYPICAL (TYPICAL) WHICH MAY HAVE TO BE REMOVED BECAUSE OFINTERFERENCE WITH OTHER REQUIRED DUCTWORK INSTALLATION.. TRADES 11. ALL INSULATION WILL HAVE FIREJSMOKE RATING LESS THAN 25/50. 6 THE CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE FEES PERMITS 1 1 MOTOR START ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHATEVER NATURE SHALL APPLY TO 12 MOTOREMANU ACTUR)RS AS FOLLOWS (UNLESS OTHERWISE RECOMMENDED BY FLEX-DUCT/PLENUM BOX DETAIL 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 VOLTAGE STARTING BELOW 25 HP. N.T.S. AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR C. REDUCED VOLTAGE MOTORSTARTERFOR 25 HP AND ABOVE. ORDINANCES. 13. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE 7. THE WORD "AIR CONDITIONING" MEANS HEATING, VENTILATION, AIR CONDITIONING, ORDINANCES. MIN. REQUIREMEN' SHALL NOT EXCEED A NOISE LEVEL OF 65 DB DUCTWORK, PIPING, REFRIGERANT LINES, .CONTROLS, SMOKE AND FIRE DAMPERS AS MEASURED RADIALLY 30 F FROM THE. EQUIPMENT IN ALL DIRECTIONS. ETC, 14. FILTERS. SHALL BE IN PLACE DURING CONSTRUCTION. PROVIDE A NEW SET. 8. PROVIDE MEANS "FURNISH AND INSTALL". 15. PROVIDE FLEXIBLE CONNECTION TOR (RUBBER EXPANSION JOINT) FOR THE 9 DO A COMPLETE JOB EVERYTHING CONNECTED READY FOR USE CONDENSER WATER PIPE ON THE SUCTION AND DISCHARGE SIDE OF THE PUMP, - - _ - -- INSTALLATION OF CONDENSING UNIT SHALL COMPLY WITH FBC-2017 1 ISOMODE PADS REFRIGERANT 4" CONCRETE PAD FINISHED GRADE i \\i\.. ..\\\i...... \\i... FASTEN COND UNIT BASE PAN TO 4" CONC. PAD WITH (4) 1/4" TAPCON CONCRETE SCREWS. SCREWS TO PENETRATE CONCRETE ��l O O 1.5" MINIMUM, PLACE SCREWS AS INDICATED IN THE BASE PAN. O O CONDENSING UNIT FASTENING DETAIL N.T.S. 10. SHOP DRAWINGS: THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP HEAT EXCHANGER AND COOLING TOWER. FLEXIBLE CONNECTION TO BE TWIN ®,---- - -- --- DRAWINGS EQUIPMENT PRIOR C FOR APPROVAL. SPHERE FROM API INTERNATIONAL TZT SERIES. - - - - - - - - - - - - -- -- - - - -- - - 11.AT COMPLETION OF JOB THE HVAC CONTRACTOR SHALL GIVE THE OWNER AN ETI C CONTRACTPURCHASEOR AS -BUILT SET OF REPRODUCIBLE DRAWINGS SHOWING THE EXACT AND COMPLETE 16. PROVIDE 1' ISOLATION PAD UNDER CLAMP AT ALL PIPE PENETRATION ON THE SLAB "MASON -- - - 17, PROVIDE 10" INERTIA BLOCK BMK" FOR ALL PUMPS. INSTALLATION. 12: ALL. DUCT SIZES ARE IN INCHES AND REPRESENT CLEAR INSIDE DIMENSIONS. 18. ALL PIPE ABOVE 12" IN DIAMETER RUNNING HORIZONTALLY MUST BE HANGED LANAI 13. THE HVAC CONTRACTOR. SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR STEEL YOKE PIPE ROLL WITH SPRING ISOLATORS. PIPES 12" FROM LESS DINING ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY RUNNING AND LESS RUNNING HORIZONTALLY MAY BE HANG FROM STANDARD CLEVIS HANGERS, WITH ISOLATION PAD BETWEEN PIPE &HANGER AND SPRING BREAKDOWN .00CURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO ISOLATORS, THE OWNER. THE COMPRESSOR (S) SHALL HAVE A FIVE YEAR WARRANTY. 19. UPONINSTALLATION OF DRYER EXHAUST DUCT, BECAUSE OF FIELD I 8x8 CG-4W: 14. MOUNT ALL EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED BY COORDINATION DRYER EXHAUST EXCEED MANUFACTURER RECOMMENDED LENGTH 10 CFM LOCAL CODES. (INCLUDING ELBOWS). 15. ALL LOUVERS, GRILLES, 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. MOORE EPDXY ENAMEL 182. 21. ALL VALVES AND FITTINGS RATED TO 175 PSI. - 16. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING, AND 22 PROVIDE 1" VIBRATION ISOLATION PAD (NEOPRENE PAD) FOR ALL AHU AND A/C WALL OPENINGS. SHALL BE BY THE GENERAL CONTRACTOR.. UNITS. 17. ALL OPENINGS .IN BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC.. TO BE 1/2" 23. SEAL ALL DUCTS, JOIN.T.S. AND SEAMS AN AN APPROVED MANNER TO INSURE 10 0 LARGER (ON ALL SIDES) THEN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE AGAINST LEAKAGE. 24. PROVIDE CIRCUIT SETTERS FOR ALL HEAT. PUMPS (DIRECT RETURN SYSTEM 16k16 16x16 RETARDANT SILICONE FOAM (I.E. CHASE -FOAM CTC PR-855 BY CHASE TECHNOLOGY ONLY). RAG RAGCORP.). 25. ALL HORIZONTAL EXHAUST DUCTWORK INSIDE APARTMEN.T.S SHALL HAVE PITCH vJ 18. ALL STORAGE ROOMS, TOILETS, ETC. (COMMON AREAS), WILL HAVE 3/4" UNDERCUT OF 1/16" PER LINEAR FOOT TOWARD THE WALL CAP. - V :DOORS TO PROVIDE VENTILATION REQUIRED WHEN DOOR OR TRANSFER GRILLES 26. RETURN AIR PLENUMS SHALL BE CONSTRUCTED AIR TIGHT TO AVOID AIR FAMILY 6"0 ARE NOT SHOWN. LEAKAGE. NO COMBUSTIBLE MATERIALS ALLOWED IN PLENUM SPACE. NO ROOM 19 ALL BEDROOMS AND BATHROOMS (APARTMENTS) WILL HAVE 1" UNDERCUT DOORS EXHAUST DMTWORK . SHALL BE INSTALLED IN RETURN AIR PLENUMS. I 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 A' OR SYSTEMS. PROVIDE 5 SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT. ADDITIONAL COMPLIANCE NOTES; t SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. OWNERS 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 SUITE LAYOUT INCLUDING APARTMENT. CONTRACTOR TO VERIFY FIELD CONDITIONS AND DEPICTED HVAC SYSTEMS FOR THIS PROJECT ARE INTENDED TO CONFORM TO THE 8X8 CG-4W NOTE ANY CONFLICT ON THE SHOP DRAWING FOR ENGINEER TO COMMENT. FOLLOWING CODES AND STANDARDS: 150 CFM 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 UP TO THE ATTENTION OF THE ENGINEER OF RECORD FOR REVIEW AND . FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION (2017) • FLORIDA BUILDING CODE MECHANICAL 6TH EDITION (2017) • FLORIDA ENERGY CONSERVATION CODE 6TH EDITION (2017) - 10x10 CG-iW 8"0 • FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 400 CFM MATERIALS: ACCA MANUAL D 2009 RESIDENTIAL DUCT SYSTEMS DBL.-SI - w Ii� o r • ASHRAE 2009 FUNDAMENTALS HANDBOOK DISP SAL A. AIR CONDITIONING RIGID DUCTWORK SHALL BE CONSTRUCTED OF 1.5-INCH THICK ASHRAE STD 62.1 2010 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - - FIBERGLASS DUCT BOARD AS MANUFACTURED BY CERTAINTEED OR EQUAL. DUCT NAIMA AH116-2009 FIBROUS GLASS DUCT CONSTRUCTION STANDARDS p 8x8 CG-iW WORK TO BE FABRICATED AND INSTALLED PER LATEST SMACNA STANDARDS. • NFPA 90A - STANDARD FOR AIR CONDITIONING AND VENTILATION SYSTEMS 25 CFM 60 • NFPA 101 - LIFE SAFETY CODE \ / 1 B. FLEXIBLE DUCTWORK SHALL BE CLASS I AIR DUCT, U.L 181 LISTED AS SMACNA 2005 HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE j 6x6 W �) MANUFACTURED BY ATCO FLEXAIRE OR APPROVED EQUAL AND OF R=6.0. SMACNA 010 FIBROUS GLASS CONSTRUCTION STANDARDS 50 C INSTALL PER LATEST S.M.A.C.N,A. STANDARDS AND MANUFACTURER'S UL181 2005 FACTORY MADE AIR DUCTS AND AIR CONNECTORS RECOMMENDATIONS: FLEXIBLE DUCTS SHALL BE CONFIGURED AND SUPPORTED SO \ 4"b AS TO PREVENT THE USE OF EXCESS DUCT MATERIAL, PREVENT DUCT IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS EF-1 DISLOCATION OR DAMAGE, AND PREVENT THE CONSTRICTION OF THE DUCT BELOW WITH THE LISTED CODES AND STANDARDS, THE CONTRACTOR SHALL REPORT IN 4"0 THE RATED DUCT DIAMETER IN ACCORDANCE WITH THE FOLLOWING WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE �mm� REQUIREMENTS; ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 1. DUCTS SHALL BE INSTALLED FULLY EXTENDED. DUCT SHALL NOT EXCEED N 4"0 6x6 CG-1W - - - - - 8'-0" IN LENGTH THE TOTAL EXTENDED LENGTH -0F DUCT MATERIAL SHALL 2. ALL EQUIPMENT IS TO BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS, '\ +� CFM � NOT EXCEED 5 PERCENT OF THE MINIMUM REQUIRED LENGTH FOR THAT SPECIFICATIONS, AND RECOMMENDATIONS FOR SAFE AND EFFICIENT OPERATIONS. ALL - 646 CG-1W RUN. MANUFACTURER. OPERATION AND MAINTENANCE GUIDES SHALL BE ISSUED TO THE INEN j 25 CFL,(, 2. BENDS SHALL MAINTAIN A CENTERLINE RADIUS OF NOT LESS THAN ONE BUILDING OPERATOR AFTER SUCCESSFUL COMPLETION OF MAINTENANCE AND/OR 4"gyp � � f DUCT DIAMETER. PREVENTATIVE MAINTENANCE PROCEDURES TRAINING OF THE BUILDING OPERATORS. ff_� 10"D 3. TERMINAL DEVICES SHALL BE SUPPORTED INDEPENDENTLY OF THE FLEXIBLE WIC DUCT, 3. DESIGN CRITERIA INCLUDES BUT NOT LIMITED TO: fix CG-lW `8 03- 4. HORIZONTAL DUCT SHALL BE SUPPORTED AT INTERVALS NOT GRATER THAN • INSIDE DESIGN CONDITIONS - 75'F/63-F COOLING, 79F HEATING CFM CFM 5 FEET. DUCT SAG BETWEEN SUPPORTS SHALL NOT EXCEED 1/2 INCH PER • OUTSIDE DESIGN CONDITIONS - 91'F/79-F / WIC - i FOOT OF LENGTH. SUPPORTS SHALL BE PROVIDED WITHIN 1.5 FEET OF EXTERIOR CBS WALL INSULATION - Fl FOIL R=4.1 f 7 INTERMEDIATE FITTINGS AND BETWEEN INTERMEDIATE FITTINGS AND BENDS. ATTIC BATT INSULATION - R=30.0 GAL RY LINEN CEILING JOISTS AND RIGID DUCT OR EQUIPMENT MAY BE CONSIDERED TO BE • SLAB ON GRADE INSULATION - NONE ATTIC SUPPORTS. • ELEVATED FLOOR OVER UNCONDITIONED SPACE - NONE _ACCESS_ COFCLG. T 5. HANGERS, SADDLES AND OTHER SUPPORTS SHALL MEET THE DUCT GARAGE PARTITION - WOOD FRAME PARTITION R-11 6°0 TX DUCT- - J1 2x12 MANUFACTURER'S RECOMMENDATIONS AND SHALL BE NOT LESS THAN 1-1/2 EXTERIOR GLAZED FENESTRATION SUMMER DAYTIME U VALUE = 1.07, SHGC=0.35 RAG Boo 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. 2 D. DRYER EXHAUST DUCTWORK SHALL BE 26 GAGE ROUND SHEET METAL SNAP LOCK El- D. OR EQUAL. DRYER EXHAUST DUCTWORK SHALL BE INSTALLED IN STRAIGHT i 10"0 FLO LINE' FASHION AND IN COORDINATION WITH OTHER TRADES IN ORDER TO AVOID RIGID DUCTWORK, R=6.0 6x6 OG-lW} 4"O 6x CG_1W TRAPS AND DIPS IN THE DUCTWORK 50 CFM E. DRYER EXHAUST DUCTWORK SHALL BE AS FOLLOWS: FLEXIBLE DUCT, CLASS 1, R=6.0 / 50 1. 4"0, AND CONSTRUCTED OF 26 GAGE GALVANIZED SHEET METAL AND OF SMOOTH INTERIOR FINISH. 2. SUPPORTED EVERY 4FT. 12x12 DOOR 3. INSERT END OF THE DUCT SHALL EXTEND INTO THE ADJOINING END. �. RETURN AIR REGISTER/GRILLE LAUNDRY GRILLE 4"� 4. NO SCREWS OR FASTENERS THAT PROTRUDE INTO THE SIDE OF THE DUCT .� ARE ALLOWED, 6x6 CG-1W 5. THE EQUIVALENT LENGTH OF DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN EFT OF THE 50 CFM 8"b EXHAUST DUCT CONNECTION. CURVED BLADE CEILING GRILLE - 1,2, OR 4-WAY. 6. TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT AIR GUIDE MODEL CS WITH OPPOSED BLADE DAMPER. -- F - - - SHALL BE SINGLE LENGTH THAT IS LISTED AND LABELED IN ACCORDANCE (OR EQUAL) DRYER ASHER 5"III ATTIC WITH UL 2158A. TRANSITION DUCTS SHALL BE A MAXIMUM OF 8FT LONG RETURN AIR GRILLE AIR GUIDE MODEL RH (OR ACCESS AND SHALL NOT BE CONCEALED WITHIN CONSTRUCTION. TRANSITION DUCT TO -- FOYER BE DRYER FLEX DRYER EXHAUST DUCT BY IN -OVATE DRYER PRODUCTS OR EQUAL). 12x1 9'-4" C G. EQUAL. DRYER BOX AND TRANSITION DUCT TO BE PURCHASED SEPARATELY CL RAG FROM .APPLIANCE. -� MOTORIZED CONTROL DAMPER W/ACCESS PANEL. DRYER IXH DRYER 8"0 7. ALL FLOOR SLAB PENETRATIONS OF THE DRYER DUCT SHALL BE SEALED DAMPER OPEN WHEN AHU IS ON; CLOSED WHEN WALL CAP BOX 1 WITH APPROVED FIRE -STOPPING MATERIAL. AHU IS OFF. 60 F. ALL AIR DISTRIBUTION DEVICES SHALL BE OF ALUMINUM CONSTRUCTION, PAINT WITH WHITE ENAMEL (COORDINATE WITH ARCHITECT) MANUFACTURED BY TITUS OR SINGLE STAGE HAT/COOL PROGRAMMABLE 2 CAR APPROVED. THERMOSTAT MOUNTED AT 46" A.F.F. W CG-1W ! G. FILTERS SHALL BE OF DISPOSABLE TYPE AND HAVE CLEAN PRESSURE DROP OF 150 CFM'. 0.15" PROVIDE TWO SETS, ONE DURING CONSTRUCTION AND ONE FOR USE - - REFRIGERANT PIPING - SEE SPLIT SYSTEM SCHEDULE AFTER OCCUPANCY. FOR SIZES _ H. COUNTERBALANCED BACKDRAFT DAMPERS SHALL BE HEAVY DUTY EXTRUDED - - ALUMINUM RUSKIN MODEL CBD2 OR APPROVED EQUAL. BEDROOM 2 I. ALL DUCT ACCESS DOORS TO BE SMACNA STANDARD LOW LEAKAGE DOUBLE SKIN ABBRE`qYIA'I'IONCt�+ (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 GO GRAVITY DAMPER ACCORDANCE WITH MANUFACTURER'S SPECIFCATIONS. AHU AIR HANDLING UNIT MVD MANUAL VOLUME DAMPER PORCH AP ACCESS PANEL MCD MOTORIZED CONTROL DAMPER BDD BACK DRAFT DAMPER OBD OPPOSED BLADE DAMPER BFC BELOW FINISHED CEILING OAI OUTSIDE AIR INTAKE CFM CUBIC FEET PER MINUTE DAL OUTSIDE AIR LOWER CG CEILING GRILLE RAG RETURN AIR GRILLE ® ®, - CLG CEILING SD SMOKE DETECTOR - - - - - -- CM CEILING MOUNTED SF. SUPPLY FAN CU CONDENSINO UNIT SR SIDEWALL REGISTER - - DG DOOR GRILLE TG TRANSFER GRILLE EF EXHAUST FAN TV TURNING VANES EG EXHAUST GRILLE UD UNDERCUT DOOR AL AIR EXHAUST LOUVER WM WALL MOUNTED f 7 8 AAC FLOOR PLAN ER EXHAUST REGISTER WMS WIRE MESH SCREEN SCALE: 1/4" = 1'-0" 1 1/2" 26 CAGE HANGER BAND CLAMP WITH BAND STRAP 1"MIN. 5_0. NOTE: p' 1 1/2" HANGER BAND CLAMP II WITH WIRE IS OPTIONAL. Ilan FLEXIBLE DUCT 24"0 MAX. TO BE INSTALLED IN ACCORDANCE W/MANUFACTURES INSTALLATION INSTRUCTION. USE DUCT SEALER & BANDING DEVICE. ,FLEXIBLE DUCT SUPPORT N.T.S. -SPLIT SYSTErul SCHEDULE UNIT NUMBER AHU-1 MANUFACTURER RHEEM MODEL NUMBER RHIT3624STANJA CABINET VERTICAL Z TOTAL AIRFLOW (cfm) / D(L STATIC PRESSURE (mc) 1200/0.25 0/A CFM 60 E.A.T. (db/wb 'F) 76/ 63.8 Z J SENSIBLE COOLING CAPACITY (mbh) 26.1 Q TOTAL COOLING CAPACITY (mbh) 34.0 QBLOWER MOTOR HP / F.L.A. 1/2 / 2.7 VOLTAGE 230-1-60 UNIT WEIGHT 125 Q 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 CF) 95'F I- Z No. OF COMPRESSORS 1 R.L.A. ea 14.1 fR L.R.A. ea 77 Z No. OF CONDENSER FANS 1 F.L.A. ea 0.8 IZ VOLTAGE 230-1-60 ® CU MAX BREAKER SIZE 30 Z SYSTEM SEER 15.0 U LIQUID LINE (in) 3/8 SUCTION LINE (in) 7/8 UNIT WEIGHT '(Ibs) 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 CFM S.P. FAN RPM MOTOR HP .; VOLTS DRIVE ' SONES LOCATION SERVICE - ACCESSORIES EF-1 GREENHECK SPA-70 CEILING FAN 50 0.25 850_ 13W 120-1-60 DIRECT 0.30 SEE DWS 111 1,2 B. DECORATIVE CEILING GRILLE PLENUM ATTACHMENT PER SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. - PAGE 2.14 (FIG 2-25) RECIRC. RANGE MICRO ABV. PANTRY FIBROj22 DUCT 10"4 2}" SQ. WASHERS BEDROOM 3 12" MAX' O.C. GAUGE S.M: MIN. 2 PER SIDE3" COLLAR 1 4„0 # 1Ox1j" SHEET METAL SCREWS GLASS FABRIC & MASTIC 6"4 1 CLOSURE OR UL LISTED SUPPLY AIR PRESSURE SENSITIVE ALUM. DISCHARGE ® TAPE (SEE EXCEPTIONS) FLANGE 12x12 RAG 12"4 REF. LINES DONN IN LINE 030 EQUIP. TOP _ ----- SCREW, POP RIVET OR VIBRATION SPOT WELD TO EQUIP. ISOLATION FLANGE PADS EWH AHU-1 0° (1,400cfm) 4"4 O/A INTAKE UP TO ROOF CAP PANEL 'A' METER & DISC GARAGE i FILTER RACK AHU PLENUM DUCT ATTACHMENT N. T. S. .ENUM DISCONNECT SWITCH AUX.. OVERFLOW MICRO -SWITCH AHU - REFRIG. LINES UP TO CU AT ROOF METAL \-- STAND revisions no. date designed -- drawn LTH checked SBD date 10/24119 (PERMIT SET) scale 1 10"(UO.N.) job no. 190627_SF-21.lh 0 z �W�/ LL_ W ® �- CY3 J J Lj O J LL_ Q J W LLI W Z ® U W O' LU . J of W_ cn (.I LLJ 0Z U) v/ LO Li - ® Q project REVIEWED FO. CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY No. 43414 STATE OF o' �� , F� 0 R 1 8 ,%\`�� drawing JOB NUMBER: 20011 (+IAA ENGNTFRING SERVIC I E{ �Y IA engineering, for the future 34 N.W. IGe Street 1 North Miami Beach, FL 33169 Tel.: (305) 653-0212 E-Mail Alberts@fesinc.biz Albert+$hub, P.E.; LEEDAP P.E.#.,0043414- Mechanical - C.Q.A.:EB0003$62 - sheet