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Home My WebLink AboutAPPROVED Construction Plans - 6903 Salerno Rd GENERAL NOTES FOUNDATION NOTES MASONRY NOTES PLAN NOTES ELECTRICAL NOTES revisions date 8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE TIMBER I. TYPE OF CONSTRUCTION: GLA55 V,UNPROTECTED,GROUP R3 OCCUPANCY PER I. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH 6" X b" X WIAXWIA I. CONCRETE UNITS TO BE ASTM 0 qO-14. A5TM GRADE5 NI OR NII. PROVIDE PRECAST I. A PERMANENT 51ON WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERIGAN INSTITUTE OF TIMBER I. CONTRACTOR SHALL VERIFY WITH F.P.6L. THE LOCATION OF SERVICE AND SHALL FLORIDA BUILDING CODE. W.W.M. ON 6 MIL VI50UEEN(OR EQUAL) ON GLEAN WELL COMPACTED FILL . MM SHALL LINTELS AS NECESSARY. 0'm = 1500 PSI) FOR REIN5PEGTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN CONSTRUCTION. LOCATE METER $ PANELS AS REQUIRED. BE LOCATED IN THE MIDDLE TO UPPER HALF OF THE SLAB DEPTH AND MUST BE SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 2. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE SUPPORTED AT 3'-0" 0/6 EACH WAY WITH APPROVED MATERIALS. 2. MORTAR TYPE M PER A5TM C 210-12a. q. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRE55URE TREATED. 2. ALL WIRE SHALL BE THHN COPPER. UNLE55 NOTED OTHERWISE. COUNTY AND ALL APPLICABLE AMENDMENTS. 2. PROVIDE 3" STEEL P05T OR BOLLARD OR TIRE BUMPER IN FRONT OF ALL EQUIPMENT PROVIDE AN APPROVED M015TURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER 2. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 3. A5TM 0416 GROUT (HVAG, EHW,WA5HER/DRYER) LOCATED IN THE GARAGE AT FLOOR LEVEL PER F.B.G. GEMENTITOU5 MATERIALS AND THE WOOD AS PER CODE. 3. WHERE REQUIRED BY OTHER CODES,SERVICE AND FEEDER CONDUCTORS SHALL BE 3. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES. TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAW5 MECHANICAL CODE. COPPER OF EQUAL AMPACITY. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER B BUILDER SHALL IN RESPONSIBLE O FOR PROVIDING ADEQUATE BRACING AND SERVICES. A. CELLS LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/2500 BRIDGING USED DURING ERECTION OF TRUSSES AND STRUCTURAL SLABS TO PREVENT 4. BUILDER SHALL REVIEW DRAWIN65 IN THEIR ENTIRETY BEFORE 5TARTING WORK. THE P51 A5TM G416 GROUT. 3. PROVIDE Ix2 P.T. FIRE5TOP VERTICALLY AT THE CEILING AND FLOOR LEVELS. 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 ARCHITECT. BACKCHAR6E5 WILL NOT BE 3. ALL REINFORCING STEEL TO BE GRADE 60. B. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. F.B.G. SECTION R302.11. 5. COORDINATE RACEWAY IN5TALLATION5 WITH OTHER TRADES PRIOR TO ACCEPTED. DO NOT SCALE DRAWIN65. 11. HEADERS FOR FRAMED OPENINGS GREATER THAN 6-0" MUST BE ENGINEERED AND CONSTRUCTION. 4. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLE55 C. ALL CONCRETE SHALL BE OF A FLUID CON515TENCY WITH A SLUMP OF 9"-11" MAX., 4. ALL GLAZING WITHIN 24" OF EITHER SIDE OF THE DOOR PLANE IN A CLOSED POSITION STAMPED BY THE TRU55 MANUFACTURER. (UNLE55 NOTED OTHERWISE) designed 5BD 5. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. OTHERWISE NOTED. WHICH MEANS THAT THE CON515TENCY SHALL BE AS FLUID AS P0551BLE FOR AND ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR ON THE HINGE 51DE OF THE 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER POURING WITHOUT 5EGREGATION OF THE CONSTITUENT PARTS. DOOR(45" IN HVHZ) SHALL BE TEMPERED. ALL WINDOWS OR 6LA55 ENCLOSURES AT OR 12. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2XI2'5 UNLESS SPECIFICATIONS. project mgr. VHV 6. THESE PLANS, A5 DRAWN AND NOTED,COMPLY WITH THE BUILDING ENVELOPE WITHIN 36 OF TUBS AND SHOWERS WITH SILLS LESS THAN 60 ABOVE FLOOR SHALL BE 5. FOOTING DESIGN BASED ON A55UMED 501L BEARING CAPACITY OF 2500 P.S.F., OTHERWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL ENERGY REQUIREMENTS OF THE F.B.G. CHAPTER 13 ENERGY EFFICIENCY. CONTRACTOR CONTRACTOR TO SUBMIT 501L BEARING TEST RE5ULT5 OR 501L BEARING CAPACITY D. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF TEMPERED. ALL GLA55 IN 51DELIGHT5,5LIDING GLA55 DOORS AND FRENCH DOORS THICKNESS). 1. PROVIDE DISCONNECT SWITCH OF SIZE A5 REQUIRED BY LOAD AND UNITS. checked 5130, SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD REPORT BY A FLORIDA REGISTERED ENGINEER. THE ENGINEER. SHALL BE TEMPERED. IN ACCORDANCE WITH ALL PROVISIONS OF TH15 CODE WHICH MAY NOT BE 13. DIMEN51ONAL LUMBER SHALL BE SOUTHERN PINE. NO. .2 OR BETTER AND SHALL 8. PROVIDE NON-FU5IBLE GENERAL DUTY SAFETY 5WITCHE5 AT A/C EQUIP. AND AT date PERMIT_03/26/21 6. ALL 51TE PREPARATIONS 8 DRAINAGE RECOMMENDATIONS MADE IN THE 51TE PROVIDE ALLOWABLE 5TRE55 VALUES OF 1200 P51 IN BENDING FOR A 51NOLE MEMBER PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 4. REINFORCING: 5. EGRE55 WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. Scale I/4" = I'-O" (U.O.N.) SPECIFIC GEOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. EGRE55 WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE,AND MIN. USES. q0 P51 IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF I600 RECOMMENDATIONS. 1. BUILDER 15 RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR 1. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CON515T OF VERTICAL: NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR Ist FLOOR WINDOWS. K51 OR BETTER,A5 DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. job no. 20og18_5F.mm.21st NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. THE BOTTOM OF THE OPENING 5HALL NOT BE MORE THAN 44" ABOVE THE FLOOR,LATCH q. PROVIDE GFGI PROTECTION FOR ALL BATHROOM,GARAGE,EXTERIOR,KITCHEN, GLEAN WELL GRADED SAND IN 12" LIFT5(MAX.) AND VIBRATORY COMPACTED TO A. A5TM A615/A b15M-12. PER REINFORCING SECTION (GRADE bO). 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 WET BAR OUTLETS PER NEC, 210.8(A). 8. CABINET SUPPLIER TO PROVIDE SHOP PRAWINC75 TO THE BUILDER. ACHIEVE A MINIMUM OF q5Y MODIFIED PROCTOR A5TM D 1551-12. SHALL BE NO LE55 THAN 36" A.F.F. OR PROVIDE AN APPROVED 5AFEGUARD. CHANNEL TYPE STUDS AT 24" O/C WITH MATCHING TRAGK5 TOP AND BOTTOM,WITH 1/2" B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL GORE, 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 A5 OF.F Digitally signed b 8. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, 5CREW5 AT 12" O/C MAX. SELECTED BY OWNER. .......0�'i g y g y q. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWING TO BUILDER. BE SLOPED MORE THAN ONE HORIZONTAL IN 51X VERTICAL ALIGNMENT,EVEN THOUGH IT IS 6. ALL BATHROOM FLOORS SHALL BE OF APPROVED IMPERVIOUS MATERIALS. yP•. <� Scott B Disher APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXI5TING IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. e UHF 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW GROUND. 8. IN HVHZ AREAS PROVIDE HURRICANE SHUTTERS AS PER F.B.G. SECTION 24-15 UNLE55 15. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. GEILIN65 AND 11. PROVIDE PRE-WIRED TELEPHONE,T.V. OUTLETS OUTLETS A5 5HOWN ON PLAN. S�- R DN:c=US, UNITS SHALL 015PLAY LABELS SHOWING COMPLIANCE WITH THE F.B.G. ENERGY C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH SOFFITS SHALL BE HIGH RIB TYPE. FASTEN TO 5U65TATE AT 4" O/C AS FOLLOW5• A'.. A"R0�1586 c THE EXTERIOR WALL COMPONENTS OF THE ENCLOSED BUILDING HAS SPECIFIC PRODUCT o=Unaffiliated, CONSERVATION CODE. q. 5LAB5 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED. FROM THE MASONRY. APPROVAL TO PRESERVE THE ENCLOSED BUILDING ENVELOPE AGAINST IMPACT LOADS CONCRETE: 3/4" LONG STUB NAILS W/3/8" HEAD. HORIZONTAL AND VERTICAL WOOD 12. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC. 410.8. mc�sr •�`` AS SET FORTH IN CHAPTER I6. FRAMING MEMBERS W/NAILS OR STAPLES TO PROVIDE AT LEAST 1-1/4" PENETRATION FREDARG ou=AO141 00000001 10. SPLICES SHALL BE 4& BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS D.VERTICAL REINFORCING SHALL BE A5 LOCATED ON THE PLAN AND A5 INDICATED IN INTO HORIZONTAL WOOD FRAMING MEMBERS,AND 5/4" PENETRATION INTO VERTICAL 15. THE BRANCH CIRCUITS CONTAINING SMOKE DETECTORS SHALL HAVE ARC-FAULT Thi,,e ha,h...6ro k.[1Ysi9,d 7413COA11 FD0000E4 AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 48 BAR DIAMETERS EACH. HAY. THE COLUMN SCHEDULE. q. PICKETS AT STAIRS,LANDINGS 8 BALCONIES SHALL BE SPACED TO PREVENT HOOD FRAMING MEMBERS. ON VERTICAL HOOD FRAMING MEMBERS, COMMON NAILS PROTECTION PER NEC SEC. 210.12 SMOKE DETECTORS SHALL BE CONNECTED TO d-,how�,`h,,, °p� g'adign 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. ea FC,cn=Scott B Disher 11. ALL MONOLITHIC FOOTIN65 HAVE BEEN CHECKED FOR THE USE OF TRANSFER E. VERTICAL REINFORCING EACH 51DE OF ANY OPENING, IF REQUIRED,SHALL BE OVER A RIB WHEN RIB LATH 15 INSTALLED. SHEATHING: 14 GAUGE 5TAPLE5 I" LEO,1/I6" DETECTORS SHALL BE TANDEM WIRED 50 ALL DETECTORS SOUND SIMULTANEOUSLY. =ed�oPIg-d ld-1,de�dth-I Date:2021.03.26 REINFORCEMENT AT THE PERIMETER. RATIONAL ANALYSTS SHALL BE SUBMITTED, BUT °-tlhe fiedo�'a y SITE PLAN NOTES ONLY IF REQUESTED H THE BUILDING OFFICIAL. CONTINUOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENIN65 TO ALLOW 10. PROVIDE A MINIMUM OF 4 CLEAR ALL AROUND AIR HANDLER UNITS. GROWN METAL MTL. FRAMING: SELF TAPING 5CREW5 #12 x 1/2" WASHER HEAD STAPLES c.p", 14:55:34-04 00 REINFORCING BARS TO CONTINUE UNINTERRUPTED. SHALL NOT BE USED FOR SOFFITS OR GEILING5 14. PRE-WIRE FOR GARAGE DOOR OPENER SENSOR. 12. CONCRETE FOR FOUNDATIONS AND FOOTIN55 SHALL BE 2500 P51 MIN. 11. IN ZERO LOT LINE HOMES: DRYER VENTS, EXHAUST FANS 4 KITCHEN HOODS SHALL NOT I. THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS 15 FOR GENERAL MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.65. HORIZONTAL: VENT THROUGH THE SIDE WALL AND MUST MAINTAIN A 10'-0" SETBACK. 169. WHERE CEMENT PLASTER 15 APPLIED TO LATH OVER FRAME CONSTRUCTION,BONDING 15. PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION IN DWELLING UNIT LIVING, OF THE PLASTER TO THE WATER BARRIER SHALL BE PREVENTED BY PROVIDING A DBL. DINING, FAMILY ROOMS,DENS/LIBRARIES,BEDROOMS,5UNROOM5,CLOSETS,HALLWAY5, Scott Blakeslee Disher LOCATION OF THE HOUSE,POOL,DRIVEWAYS AND SITE FEATURES ONLY. THE G.G. OR AR-0011586 AA-0003285 OWNER SHALL PROVIDE A PRELIMINARY LOT FIT PERFORMED BY A LIGENGED A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED A5 50HEDULED IN THE BEAM LAYER OF WATER BARRIER OR BY INSTALLING A HOUSE WRAP BENEATH THE WATER KITCHEN AND LAUNDRY ROOMS OR SIM. ROOMS PER NEC 210.12. SURVEYOR AT 50 PEGENT COMPLETION OF PROJECT. THE SURVEYOR 15 RESPONSIBLE SCHEDULE. BARRIER. FOR VERIFYING BUILDING LOT FIT,LOT COVERAGE,EASEMENT LOCATIONS,SET BACKS, BEAM SCHEDULE NOTES 16. SMOKE DETECTORS: AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. IF ANY CONFLICTS B. HORIZONTAL JOINT REINFORCEMENT SHALL CONSIST OF AT LEAST q GAGE LADDER FRAMING NOTES Il. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE GRF Ib.l. REQUIRED ON ALL HVAG UNITS WITH 2O01 GFM OR MORE. A AND A BETWEEN THE ARCHITECTURAL SITE PLAN AND SURVEYORS LAYOUT THE GENERAL TYPE REINFORCEMENT SPACED NOT MORE THEN 16" O/G 1b VERT. REINFORCEMENT SHALL 112G 1-1/2" LONG AND .120" DIAMETER U.N.O. .2.CEILING AREA: 110 V. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET I. 50HEDULED HOOPS AND 5TIRRUP5 SHALL BE PLACED AT EACH END (E.E.) OF BEAM OR AL50 BE PROVIDED AT THE BOTTOM AND TOP OF ALL OPENINGS AND EXTEND NOT LE55 HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A CONTRACTOR AND ARCHITECT SHALL BE NOTIFIED IN WRITING PRIOR TO PERMITTING 1. THE TRU55 AND FLOOR SYSTEM LAYOUT SHOWN ON TH15 SHEET 15 SCHEMATIC IN N CONSTRUCTION. K H PERFORMED TI N ACONTRACTOR THROUGHOUT(T.O.) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE THEN 24' BEYOND THE OPENING. PROVIDE 8' MIN EMBEDMENT INTO CONCRETE COLUMNS I8. WHEN WOOD POSTS ARE NOT IN A FIRERATED WALL,FIRE RATE P05T A5 FOLLOWS: BATHTUB OR SHOWER UNLE55 THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM AND CONSTRUG O . NO WOR SHALL BE UNTIL THE GE ER L „ „ „ „ NATURE. HOWEVER,THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE REQUIRED BY SECTION R514.5. RESOLVES THESE CONFLICTS. S-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL GR51 BAR BENDS UNLESS OTHERWISE AND BEAMS AND FULL DEPTH LAPS AT ALL MASONRY L AND T INTERSECTIONS. ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRU55 WRAP P05T ON ALL SIDES FROM BASE OF POST TO UNDERSIDE OF BEARING WITH (I) NOTED. AND FLOOR SYSTEM DESIGNERS LAYOUT. LAYER OF 5/8" TYPE X' GYPSUM WALL BOARD. THIS WILL PROVIDE A ONE HOUR RATING 16.3.NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE INSTALLED IN THE CONCRETE NOTES 2. ALL BEAM (MARK "B") TOP BAR5 SHALL BE CONTINUOUS UNLE55 OTHERWISE NOTED 5. GENERAL: FOR THE POST. FOLLOWING LOCATIONS UNLE55 TH15 WOULD PREVENT PLACEMENT OF A SMOKE 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES AND SLABS, MAJOR G.T. BEARING ALARM IN A LOCATION REQUIRED BY SECTION R314.3. A. STRUCTURAL DESIGN 15 IN ACCORDANCE WITH A.G.I. 530-13/A.5.C.E. 5-13/7.M.5. 402-I6, Iq. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED - IONIZATION SMOKE ALARMS NOT BE INSTALLED LE55 THAN 20 FEET HORIZ. FROM 3. ALL TIE BEAMS (MARK "TB") REINFORCING SHALL BE CONTINUOUS THROUGH TIE- BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON POINTS,ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERM155ION FROM THE PRIME WIND LOADS PER F.B.G. A PERMANENTLY INSTALLED COOKING APPLIANCE. 1. CONCRETE SHALL CONFORM TO A5TM Gq4/G q4M-Oq,SHALL HAVE A MAXIMUM BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 4& BAR DIAMETERS. BUILDING CODE REQUIREMENT5 FOR MASONRY STRUCTURES. PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGE5 AND AUTHORIZE - IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING 5WITGH SHALL NOT BE WATER/CEMENT RATIO OF 0.65 AND SHALL HAVE 5000 P51 COMPRESSIVE STRENGTH IN STRUCTURAL REV1510N5 ACCORDINGLY. INSTALLED LE55 THAN 10 FEET HORIZ. FROM A PERMANENTLY INSTALLED COOKING 28 DAYS (UNLE55 NOTED OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE 4. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER 5UPPORT5 WITH TOP BARS B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.G.I. 530.1-13/A.5.C.E. 6-13/T.M.5. APPLIANCE. WITH AGI 30-14 AND AGI 501-10. ALL CONCRETE MA50NRY WORK SHALL BE IN FROM ADJACENT BEAMS. (UNO). 602-I6,5PECIFICATION5 FOR MA50NRY STRUCTURES AND THE COMMENTARY ON 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS AND FLOOR SYSTEM DESIGN MUST BE MECHANICAL NOTES - PHOTOELECTRIC SMOKE ALARMS SHALL NOT BE INSTALLED LE55 THAN 6 FEET ACCORDANCE WITH AGI 530-13. SPECIFICATIONS FOR MA50NRY STRUCTURES. SUBMITTED TO THIS OFFICE FOR REVIEW. TRU55 AND FLOOR SYSTEM DE5I6NER5 MUST HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. PROVIDE ALL TRU55 CONNECTIONS AS PART OF THE DESIGN. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR 5. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOW 8 DOOR HEADS(25" MAX.) 1. ALL HEATING,AIR CONDITIONING,REFRIGERATION AND VENTILATION EQUIPMENT SHALL Il. CARBON MONOXIDE ALARM TO BE INSTALLED WITHIN 1O' OF A ROOM USED FOR G. IN HVHZ AREAS THE BUILDER SHALL EMPLOY A SPECIAL INSPECTOR APPROVED S THE 4. TRU55 AND FLOOR SYSTEM MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP SLEEPING PURPOSES WHEN THE BUILDING HAS A F0551L BURNING HEATER OR APPLIANCE, BARRIER - 3/4" BEAMS AND COLUMNS - I I/2" FORMED CONCRETE BELOW GRADE-2" ADD 2-#5 BOTTOM IF DROP EXCEEDS 8 . BUILDING OFFIGAL TO ENSURE COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS IN CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE UNFORMED CONCRETE BELOW GRADE-3" ACCORDANCE WITH SECTION 2122.2.4 F.B.G. DRAWIN65 AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA MECHANICAL" AND FLORIDA BUILDING CODE ENERGY CONSERVATION . A FIREPLACE,OR AN ATTACHED GARAGE. PRIMARY POWER SHALL COME FROM THE 6. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8 TO FIT BLOCK REGISTERED ENGINEER,OF THEIR DE51ON FOR REVIEW INCLUDING TWO (2) COPIES FOR BUILDING WIRING WHEN SUCH WIRING 15 SERVED BY THE LOCAL POWER UTILITY. SUCH 3. REINFORCING STEEL: GRADE 60 (FY=60.000) A5TM A615/A 615M-Oq. WORK. 6. VERTICAL GELL5 FOR MA50NRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ARCHITECT/ENGINEER5 REVIEW PRIOR TO FABRICATION. REVIEW OF SHOP DRAWING5 IS 2. A 4" CLEAR IS TO BE MAINTAINED AROUND ALL AIR HANDLING UNITS. ALARMS SHALL HAVE BATTERY BACKUP. IF USED,A COMBINATION SMOKE/CARBON 1. ALL ADDED LOGITUDINAL BEAM REINFORCING SHALL EXTEND 6 SUFFICIENT TO MAINTAIN A CLEAR,UNOBSTRUCTED ('ONT. CELL. A COURTESY BY THE ARCHITECT/ENGINEER AND IN NO WAY RELIEVES THE MONOXIDE ALARM SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED MINIMUM INTO 3. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PA55 THROUGH RATED 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL SUPPORT UNLE55 OTHERWISE NOTED. MANUFACTURER OF HI5 RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY ASSEMBLIES IF ANY. TESTING LABORATORY. 1 J OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED 1. GLEANOUT OPENIN55 SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT INTEGRATES WITH THE ARCHITECT/ENGINNER5 SUPERSTRUCTURE. IF THERE 15 ANY LJ BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLE55 NOTED OTHERWISE. EACH LIFT OVER 4'-0" HIGH. CLEANOUT5 SHALL BE SEALED AFTER GLEANING AND CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRU55 AND FLOOR SYSTEM I8.TAMPER RESISTANT RECEPTACLES ARE REQUIRED IN DWELLING UNITS IN ALL AREAS SPECIFICATIONS. ( , 8. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL INSPECTION,AND BEFORE GROUTING. COMPANY SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING JUMPERS OR TRANSFER GRILLES OF THE SPECIFIC ALL DWELLING ROOMS MUST HAVE HVAG RETURNS. RETURNS MAY BE DUCTED, SPECIFIED IN NEC 210.52 FOR 125 VOLT, 15 4 20A RECEPTACLES PER NEC 4ob.11 v 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY AREAS OF CONCERN. . Z SUPPORT ALL LOADS DURING 0ON5TRUCTION. 1. ONE-QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT STEEL NOTES 5. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. & INTERSYSTEM BONDING TERMINATION FORD FOR T , INTERSYSTEM BONDING AND W BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLASS "A" TENSION LAP SPLICE 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. GROUNDING CONDUCTORS SHALL BE PROVIDED FOR N,COMMUNICATIONS,RADIO,CAN, ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. Q 6. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ETC. PER NEC 250.14. (A) OR(B) ON EITHER SIDE OF SUPPORT. PADS SHALL BE A MINIMUM 4'-O"xq'-O" PAD FOR DOUBLE UNIT. OF DOWELS AS VERTICAL BARS ABOVE. �� TRU55 DRAWINGS.THE BUILDER SHALL BE RESPONSIBLE FOR THE COMPLETE I. STRUCTURAL STEEL SHALL CONFORM TO THE AISG OR BUI('ATION FOR THE DESIGN, COORDINATION BETWEEN THE TRU55 DESIGN AND AIR CONDITIONING DESIGN 20. PER FBG-E 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 15 PERCENT OF THE 1. REINFORCING STEEL SHALL BE LAPPED 48 BAR VIA. MIN. WHERE SPLICED AND SHALL 10. MARK N IN REINFORCING COLUMN BETWEEN TWO BEAMS INDICATES THAT FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' . MATERIALS SHALL REQUIREMENTS. LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE REINFORCING SHALL BE CONTINUOUS THRU THESE TWO BEAMS. CONFORM TO THE APPLICABLE A5TM SPECIFICATION AS FOLLOWS: WSHAPES - Agg2/ II, PLUMBING NOTES W BE WIRED TOGETHER. PROVIDE CORNER BARS SAME 51ZE AND NUMBER AS HORIZ. BEAM HIGH-EFFICACY LAMPS. OTHER SHAPES - A36/A 36M-O8,PLATES A36/A 36M-O8,BOLTS - A 301-14 TUBULAR - REINFORGING AT EACH FACE. LAP 48 BAR DIA. MIN. 6. ARCHITECT NOR ENGINEER ACCEPTS ANY RESPONSIBILITY FOR STRUCTURAL BEAMS, A5TM A500/A500M-13 GRADE B(46 K51) COLUMNS,AND FOOTINGS UNTIL REVIEW OF APPROVED TRU55 AND FLOOR SYSTEM 21. BOXES AT LUMINAIRE OUTLETS: BOXES USED AT LUMINAIRE OR LAMP HOLDERS IN A 5. PLACING DRAWIN55 ON BAR L15T5 SHALL CONFORM TO AGI'5 "MANUAL OF STANDARD DRAWIN65,516NED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, CEILING SHALL BE DESIGNED FO THE PURPOSE AND SHALL BE REQUIRED TO SUPPORT A PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERIGAN WELDING SOCIETY F.B.G. LUMINAIRE WEIGHING A MIN. OF 23KG(50 LB). NEC, 314.21A. CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. "STRUCTURAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE 1. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH ('LIPS,TOP AND A.W.5. A5.1 EIOXX. BOTTOM EACH STUD. 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENT5 OF TABLE 604.3,F.B.G. 22.PROVIDE ADEQUATE CLEARANCE FOR ELECTRICAL EQUIPMENT REQUIRING SERVICE WHILE J L0 UC ENERGIZED 5H AS SERVICE EQUIPMENT,PANEL BOARDS,D15CONNECT5 ETC.A5 PER NEC 110.26 M U 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING CODE CHAPTER 11. 194- J 23.ALL GFI SHALL BE INSTALLED IN READILY ACCESSIBLE LOCATIONS PER NEC 210.6. 0 M J 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. L~ 0 PROPOSED SINGLE FAMILY RESIDENCE BY: 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. W 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH 5HOWER HEADS SHALL CODES USED: (3f 0 21 ST STREET , LLC . BE FINISHED WITH A SMOOTH ,NONA55ORBENT SURFACE TO A HEIGHT NOT LESS THEN W w ABBREVIATIONS 10 INCHES ABOVE THE DRAIN INLET. -FLORIDA BUILDING CODE 1TH EDITION(2020) J J W u) Q � ABV ABOVE EXT. EXTERIOR M.G. MEDICINE CABINET SMS SHEET METAL SCREWS LOAD SCHEDULE -FLORIDA BUILDING CODE -RESIDENTIAL 1TH EDITION(2020) � (/� U) AFF ABOVE FINISHED FLOOR F.B.G. FLORIDA BUILDING CODE M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS MT METAL THRESHOLD STL STEEL -NEG co 2011 AHU AIR HANDLER UNIT F . . . .R. FIRE RATED LOCATION: LIVE DEAD TOTAL - A.S.G.E-1-I6 O >, B.F. BI FOLD FR FRENCH DOOR MAX. MAXIMUM 5W 5WITGH GROUND FLOOR 40 60 100 U) (0 U_ B.P. BI PA55 FIN. FINISHED MFR. MANUFACTURER S.W.O.T. SHEARWALL OVERTURNING FORGE SECOND FLOOR 40 25 65 BLK. BLOCK FL. FLOOR MICRO. MICROWAVE TEMP. TEMPERED BLW. BELOW G.T. GIRDER TRU55 MIN. MINIMUM T.B. THROUGH BOLT TOP CHORD 40 20 DRAWING INDEX: project BRO. BEARING GA. GAUGE M.O. MASONRY OPENING T.O. THROUGH OUT BOTTOM CHORD O 5 BTM. BOTTOM G SINGLE FAMILY RESIDENCE ALV. GALVANIZED MONO. MONOLITHIC T.O.B.B. TOP OF MASONRY BOND BEAM BALCONIES 60 25 85 ARCHITECTURAL ELECTRICAL CLG. CEILING GFI GROUND FAULT INTERRUPT MTL. METAL T.O.PL. TOP OF WOOD PLATE ROOF 30 25 55 GMU CONCRETE MASONRY UNITS GL. 6LA55 O.H.D. OVER HEAD DOOR T.O.T.B. TOP OF TIE BEAM COL. COLUMN ONE, GYPSUM WALLBOARD 0/0 ON CENTER TYP. TYPICAL TOP CHORD 30 15 0-1 COVER SHEET E-I ELECTRICAL PLAN 8 R15ER ARCHITECTURAL GONG. CONCRETE GYP. BO. GYPSUM WALLBOARD P.L.F. POUNDS PER LINEAR FOOT U.N.O. UNLE55 NOTED OTHERWISE BOTTOM CHORD o Io A-I FLOOR PLAN GSMT. CASEMENT HOT. HEIGHT P.5.F. POUNDS PER SQUARE FOOT UL UNDERWRITERS LABORATORIES DBL. DOUBLE HP5. HOOPS P.5.1. POUNDS PER SQUARE INCH V.I.F. VERIFY IN FIELD BTM. CHORD-ATTIC 10 O A 2 ELEVATIONS PLUMBING VIA. DIAMETER HR HOUR P.T. PRE55URE TREATED W.A. WEDGE ANCHORS (NON-CONCURRENT) A-3 SECTIONS 8 ROOF PLAN • /�� D15P. DISPOSAL H5 HORIZONTAL SLIDING PART'N. PARTITION W/ WITH WIND: A-4 DETAILS P-I PLUMBING PLAN,DETAILS 8 RISERS DP DESIGN PRE55URE HVHZ HIGH VELOCITY HURRICANE ZONE PKT. POCKET WG WATER CLOSET ULTIMATE WIND SPEED = I60 m.p.h. A-5 DETAILS DR. DOOR INS. INSULATION PLYWOOD WD. WOOD 6903 SALERNO RD . DW DISH WASHER TNT. INTERIOR R.O. ROUGH OPENING NOMINAL WIND SPEED = 124 m.p.h. R.O. E.E. EACH END LG. LONG S.G. 50LID GORE RI5K CATEGORY = 11 STRUCTURAL ELEC. ELECTRICAL LIN. LINEN S.G.D. 5LIDING GLA55 DOOR BUILDING DESIGN AS ENCLOSED 5-1 FOUNDATION PLAN Architecture ELEV. ELEVATION LT. LIGHT 5F SQUARE FOOT FORT PIERCE INTERNAL PRE55URE COEFFICIENT = +/- 0.18 E.5. EACH 51DE L.T. LAUNDRY TUB 5H SINGLE HUNG EXPOSURE CATEGORY = G 5-2 FRAMING 4 BRACING PLAN S T. L U C I E COUNTY, FL MEAN ROOF HEIGHT = 13-5" 5-3 FRAMING DETAILS Planning ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. ELECTRICAL SYMBOLS LEGEND PLAN / ELEVATION SYMBOLS LEGEND 300 Avenue of Champions DUPLEX RECEPTACLE/ARC, � SING LOW VOLTAGE LE RECEPTACLE TR TRANSFORMER ❑# SHEARWALL LABEL Suite 260 FAULT INTERRUPT AT 12" A.F.F. DEDICATED Palm Beach Gardens, Florida 33418 DUPLEX RECEPTACLE AT BASE FAN CARBON MONOXIDE QQ GROUT FILLED CELL SEE POT5HELF HEIGHT � SINGLE RECEPTACLE TELEVISION JACK � BOX � DETECTOR # DETAIL FOUNDATION PLAN � AS NOTED DEDICATED SWITCHED PREWIRED SCALE INTERIOR 4 DWG. 2 � Phone 561.202.6990 ❑ SD B- DUPLEX RECEPTACLE AT 0 SINGLE RECEPTACLE � HVAG JUNCTION SMOKE ELEVATION BEAM LABEL fax 561.296.2494 8" ABV. COUNTER D DEDICATED UNDERGOUNTER THERM05TAT BOX DETECTOR 3 CONCRETE COLUMN �Ll/1Ll/1Ll/1Ll/1Ll/1J H DROPPED NOTED SOFFIT archstudiofl.com DUPLEX RECEPTACLE 5WITGH Q INTERCOM PADDLE FAN W/ EXHAUST # DETAIL 000# MAX. TRU55 CONNECTOR GFI GROUND FAULT INTERRUPT 51NGLE POLE AT 60" A.F.F. OR WO/LIGHT FAN LABEL SCALE DOOR LABEL TG-O GFI COUNTER GROUND FAULT INTERRUPT Ts THREE WAY KEYPAD z LIGHT FUPLEX RECEPTACLE AT 5" ABV. 5KITCH SECURITY IXTURE F L EXHAUST COMBO NONSTRUC IO FRAME ARCHED OPENING SEE CONSTRUCTION � � - � � PLAN OR ELEV. drawing DUPLEX RECEPTACLE 5WITGH PUSH FLOURE56ENT SPEAKER # SECTION � REVISION COVER SHEET BOTTON LIGHT FIXTURE BEARING FRAME ■I■I■I■I■I■I■ I HOUR FIRE RATED TOP REG. SWITCHED 4 FOUR WAY SCALE WINDOW LABEL CONSTRUCTION WALL Q�wP DUPLEX RECEPTACLE WATERPROOF 5WITGH DOOR CEILING MOUNTED LV DOOR N II aFi GROUND FAULT INTERRUPT TD DIMMER BELL LIGHT FIXTURE RELEASE ("� DUPLEX REGEPAIGLE 5WITGH DOOR WALL MOUNTED v VOLUME NORTH ARROW _ _ _ _ _ _ FRAME CONSTRUCTION ■11■11■11■11■ 2 HOUR FIRE !uc UNDER COUNTER Tr, KEYED CHIME LIGHT FIXTURE I CONTROL # SECTION ABOVE OR BELOW RATED WALL SCALE G# COLUMN LABEL C.V. CENTRAL VACUUM 5WITGH GUADRUPLEX TELEPHONE OUTLET HI HAT RECEPTACLE V AT 12 A.F.F. Y RECEPTACLE ELEV BEAM HE 4 HOUR FIRE DISCONNECT ■IIII■IIII■IIII■ �' BREAK LINE CHANGE RATED WALL DUPLEX RECEPTACLE TELEPHONE OUTLET SECURITY ® HIHAT ® BREAKER sheet FLUSH IN FLOOR FLUSH IN FLOOR LIGHTS VAPOR PROOF PANEL 0 2 4 8 220 V. RECEPTACLE DEDICATED SCAL LED RECESSED F.P.4L. METER 8 # INTERIOR ELEV. F# FOOTING LABEL GRAPHIC SCALE O'-O" FIN. FL. SLAB FLOOR ELEVATION TYPICALY CONSTRUCTION C- 1 AT 12" A.F.F. � DATA LINE `'a'' LIGHT EYEBALL DISC. E SCALE:1/S"=1'-0" revisions no. date A A3 01 35'-O" 01 01 13'-8" 21'-4" I'-4" 12'-4" 10'-8" 10'-8" designed 55D project mgr. VHV CALCULATIONS WINDOW SCHEDULE i checked 513D i HB 7 8 9 date PERMIT_05/26/21 AIR CONDITIONED AREAS MARK TYPE STYLE SIZE D.P. NOTES scale 1/4" = 1'-0" (u.O.N.) job n o. 200918_51'.mm.21st PLAN 1694 SF W H + I 001 SH26 SINGLE HUNG 3'-1" 6'-4" 32.01 34.85 EGRESS I DINING 1694 SF I LANAI 011 q'-4" GLG. - Digitally signed y 002 PICTURE PICTURE 3 -0 41-011 32.64 35.48 q'-4' GLG. Scott B Disher 003 PICTURE PICTURE 3'-0" 4'-0" 32.64 35.48 OPAQUE/TEMP. a1s B HF DN: c=US, 6'-10" b'-lo" ARo 11586 � o=Unaffiliated, NON CONDITIONED AREAS 004 PICTURE PICTURE 3'-0" 2'-0" 33.52 36.36 TEMPERED I - c�sr. �;� ou-A01410C000001 m FRED pRG 005 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 EGRESS I 5 1 6 m 74BCOA11 FD0000E4 PORCH 42 SF - ,d-Aed b been B.Dkhe,lIA-ted 006 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 EGRESS dae,howb,„i 1 he,.^' ^; Di en=Scott B p-.ga g"t Disher GARAGE 419 SF 007 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 a am c.P'b5", °aed'-y 1 hey g-deifid..,d nd«.o�9 Date: 2021.03.26 LANAI 109 SF 14:56:00-04'00'- p1P5 008 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 12'-5" 006 21,-0„ 570 SF 009 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 OWNERS ° Scott Blakeslee Disher SUITE AR-001 1586 AA-0003285 010 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 1'4" CLG. FAMILY 10 011 SH25 SINGLE HUNG 3'-1" 5'-3" 32.01 34.85 EGRESS ROOM 13'-5" 4" 20'-0" q'-4" GLG. GROSS AREA - GROSS AREA 2264 SF DOOR SCHEDULE - - MARK STYLE DOOR D.P. NOTES W D H G T + - 15LAND COUNTER 001 SINGLE EXTERIOR 3'-0" 8'-0" 31 .53 34.35 NOTE #5 36" A.F.F. 002 SINGLE 2 -8 61-811 RREJ I Z. 003 SLIDING DOUBLE 5'-0" 6'-8" 007 m I I DW I ICIHEN- " GLG. 004 SINGLE 2'-8" 6'-8" p m DBL. SINK cv 2'-4" 2'-4" w/DI5PO5AL u� O 005 SINGLE 2'-8" 6'-8" -6' 4" 6' " I8'-6" RANGE 006 SINGLE 2'-8" 6'-8" A v1GR0 4 012 4 4 � � w 007 SINGLE 2'-8" 6'-8" O NE S C PANTRY 008 SINGLE 2'-6" 6'-8" ATH ° O O CA5 SHVS. Z GLG W 009 SINGLE 2'-6" 6'-8" IR-IS 't 010 BIFOLD 1'-6" 6'-8" - o m CO, Z - - - � WIC 011 SLIDING DOUBLE EXTERIOR 6'-0" 8'-0" 30.02 32.86 0 I I q'-4" CLG. 012 SINGLE 2'-0" 6'-8" I I 015 BEDROOM 3LIN mow/ -O 2 q'-4"O G. 11 L.L 013 SINGLE 2'-6" 6'-8" I I = O o 009 I I I LINEN - 5 5HV5. 014 SINGLE 2'-8" 6'-8" , 6'-8" 4'-8" �? 11'- " J LO - 015 BIFOLD 2'-4" 6'-8" WIC I - � J GALLERYI 016 SINGLE 2'-4" 6'-8" LOUVERED ` IR-Is I q'-4" to 10'-0" I 013 1 11 GOFF. GLG. � J 014 O W LL- 017 SINGLE 2 �811 6'-81' NOTE #2 ° I I Q 4-g 11 Z w 018 OVERHEAD 16 -0 7 -0 28.20 34.24 0 I =-' - C w W � 10'-2" 14'-10" I I I Q ®U 14' 016 GU # J J W � NOTES: 'n I � O _ - 1. ALL WINDOW 8 DOOR GLAZING TO BE LOW-E.- NON IMPACT - (IMPACT OPTIONAL) O I I �t EWH Q ~ 2. GARAGE ENTRY DOOR SHALL BE SOLID WOOD DOOR NOT LE55 THAT -3/8" IN THICKNESS,SOILID OR _ BATH L - - - J m C� cn T- HONEYCOMB-GORE STEEL DOOR NOT LESS THAN 1-50' THICK OR 20 MIN. FIRE FATED DOOR, EQUIPPED WITH SELF- �, C 5 017 OO Z co N GL051N6 DEVICE. PER FBC-R302.5.1 �t - -^ � O 3. VERIFY ALL OPENING PRIOR TO MANUFACTURING WINDOW 8 DOORS. LAU N PL `i C/J co � 4. ALL EXTERIOR WALL OPENIN65 IN BUILDINGS (DOORS,WINDOWS) WILL BE FULLY PROTECTED WITH IMPACT q'-4" CG. 004 RE515TANT GOVERIN65 - SHUTTERS. 5. EG-RE55 DOOR WITH ALUMINUM THRESHOLD: DF-516RATED EMERGENCY MEANS OF E50APE PER F.B.G 201-1. 6'-b" 3'-4" 4'-10" IS'- project O - _ � ~�'�I I PANEL 'A' METER 4 0 w�I I r22''x36" BUILD OUT DISC DRYER SHE ATT�G AGGES SEE DETAIL FRYER LKIPC.�r ONA-4 ARCHITECTURAL q-4 CLG. ' Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment R-15 - O m • 5 Pressures Design Pressure Number Type -' INSULATE WALLS N �� n�v• Windows 55.0 65.0 CGI SH-4100A FL W/R-I I MIN. BATTS(TYP.)23358.2 Lami Flange Frame _ Mullions 90.0 90.0 CGI Series Clipped 18-0129.08 003 002 2 CAR GARAGE q-4 CLG. Fixed Glass 55.0 65.0 CGI PW-4120A FL26095.2 Lami Flange Frame o Block Glass dl 6'-0" 3'-4" EGRESS Architecture DOOR ■ Skylights BEDROOM 2 - q'- " GLG. - - - -LINE OF GARAGE DOOR ABOVE Planning SlidingGlass Doors 55.0 65.0 CGI SGD-4130A FL29078.2 Lami Flange Frame _ - - - - Swing Type e Doors 50.0 50.0 Therma-Tru Smooth Star FL20468.6 Lami O 001 I PROVIDE GARAGE VENTILATION PER FMG T- 03.1.1 - VENT IN GARAGE DOOR VENTILATION MEETS THE French Doors I REQUIRED VENTS ALONG GARAGE DOOR PERIMETER. Garage Doors PORCH 300 Avenue of Champions I I Suite 260 Hurricane Protection `t I I Palm Beach Gardens, Florida 33418 Roof Ventilation N/A N/A O'Hagin Cloaked Vent 19-0109.02 T- Roofing Material N/A N/A GAF Asphalt Shin FL10124-R27 Fasteners I I Phone 56 4 Fax 561.296.24996.2494 o o - archstudiofl.com ' 1 ' Revised 07/22/2014 I 018 i I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the drawing wind loads and forces specified by current code provisions. S�OFF,OR Digitally signed by Scott , Blakeslee Disher y, Scott Disher FLOOR PLAN p'S aRoe„�fQ'� DIN:cn=Scott Blakeslee Name: Signature: � - Disher, 4' q" 5'-2" ' Iq'-4" �REU Pad Architect AR 11586 9i17i20 � . email=sdisher@archstudiofLc Design Prof: Cert. No. Date: " " g orn,c=uS Date:2020.09.18 1 1:31:43 , - <-•, 04'00' A A3 sheet A- 1 revisions no. date designed 5BD 4 1� project mgr. VHv ARCHITECTURAL ASPHALT checked 5130 ROOFING 5HINGLE5 date PERMIT_05/26/2I scale I/4" = I'-0" (U.O.N) job no. 200,10-5F.mm.21st �t Digitally signed by Scott B Disher DN:c=US, — o=Unaffiliated A' AR00'11586 C.7 / ou=Am. O O OA1 TEXTURED GEMENTITIOUS csT 174BC10FD000O ' FREo aRc `p COATING OVER ,hi,itemb,Sc.eieetroncaiy signed nVE�,�KFOA,STOWON�,,OR TCMINS,«,MM,, dseaedbyscnedloi,her.AAnn,he E4FC cn—Scott B (ATOCHPER MNUFALTLMNS SPMFICATOW CONCRETE BLOCK date shown in the stamp usingadigl[a� — camnasRNSHSHALLBEa RMOLsBRAND Fri—d-pl-&third--tare not Disher s° natudree b dadele esig —t e vified oany d—ronic Date: 2021.03.26 8' copies N 14:56:23 -04'00' O'-O" FIN _ - - - - - - Scott Dish Blakeslee AR-001 1586 AA-0003285 Disher _ . FL. S B 0 LEFT ELEVATION - B 5" PROFILE ELEVATION BRACKET DETAIL A-2 50ALE: I"= I'-0" z z OO DECORATIVE ALUM. 3" O Q (ATTACH PER MFRS ~-1 w 5PECIFICATION5) =w v 12 W MATCH ^IIDTH OOFF PENING 4 (, (5 E ELE EVATfC>N) ARCHITECTURAL ASPHALT 7 NOTE:CEMENTITIOU5 FIN15H CONTINUOU5 BEHIND POLYRE5IN, ROOFING 5HINGLE5 Z ATTACH PER MANUFACTURE 1 1 2 DEC. SHUTTER DETAIL 10I A-2 5GALE: N.T.S. q'-4" T.O.B.B. ' �r (J) W STONE VENEER TEXTURED GEMENTITIOUS REBAR PER SCHEDULE COATING OVER GONG. ` BLOCK r 21011 J . MORTAR JOINT U a� J L:1 GMU WALL 2 . M - U— MORTAR BED PER MFR. �, SPECS.,TYP. WHERE w0 0 LLI 5HOHN �- W — _ _ _ _ _ 0'-0" FIN. FL. 5LAE34L J W 3 STONE VENEER CMU () < A-2 SCALE: N.T.5. RIGHT ELEVATION - B z co o aC:) U) coU- project ARCHITECTURAL � atiG. A-A Architecture A-A A-3 A-3 Planning ' I I5"H X 24"H DECORATIVE 12 ' 12 FAUX LOUVERED VENT H/4" 4 4 HIDE TUGGO 15E BANDS Suite p 300 Avenue of Champions ARCHITECTURAL ASPHALT ' Suite 260 ROOFING 5HINGLE5 ARCHITECTURAL ASPHALT Palm Beach Gardens, Florida 33418 ROOFING 5HINGLE5 Phone 561.202.6990 q'-4" T.O.B.B. — — p q'-4" T.o.B.6. Fax 561.296.2494 — — — — — — — — — — — N — — — — — — archstudiofl.com % -� - O 6" STUCCO HEAD TYP TEXTURED GEMENTITIOU5 LL O.H. COATING OVER GONG. E COACH LIGHT BLOCK m drawing LU ELEVATIONS O O O 4 STUCCO GAP 4" STUCCO - O Li L]i SURROUND r 3 O o A-2 m N cis _ 0'-0" FIN. FL. SLA _ ' 0'-0" FIN. FL. SLAB FRONT ELEVATION - B sheet REAR ELEVATION B A-2 revisions no. date designed SBD project mgr. \/Hv checked 5BD date PERMIT_05/26/21 scale 1/4" = I'-0" (U.O.N) j o b no. 200915_5F.mm.215t ———————————————————————————————————— Digitally signed 7"x24" i i P��OF FCOQi by Scott B Disher SOFFIT VENT I I y: B DIN: c=US, I I NeR I I o=Unaffiliated, ARC 11586 ~�s ou=AO141000000 I tiA ��Q i TFREDARO� ARGHITEGTFURAL ASPHALT SHINGLES ON 30# FELT I 0174BCOA11 FD00 HOT MOPPED OVER 15# FELT TIN TAGGED TO I9/52" I I This item has been electronically signed I da,h,,�th,'_Pher"' "th1 OOE4FC, cn—Scott (5/5) EXT. GRADE PLYWD. 5HEATHING. I I -1.° g - I I "tedc p,&N,doc ntzren°t B Disher onsidered signed and sealed and the sig PRE-ENO. WOOD ROOF TRU55'5 @24" 12 I I must be-rified-n yelectr°"i O/C TYPICAL W/APPROVED GAL\/. i i °"1e5 Date: 2021.03.26 M55 ANCHORS EA. END 4 � I I 14:56:50-04'00' (SEE FRAMING PLAN) I I Scott Blakeslee Disher GALV. MTL. DRIP I I AR-0011586 AA-0003285 ON P.T. IX2 R-50,BLOWN INSULATION I OFF RIDGE s (SEE ENERGY CAL05.) i ROOF VENT SEE ELEV. I (TYP) I I I CONT. 2X5 FASCIA I I HIGH STRENGTH/RIGID CLG. BRD. I I APPLIED TO UNDERSIDE OF TRU565 I I 2-I6d GM TOE NAIL I I ® EA. TRU55 I O.H. 01 1 I 12 I FIRE STOP I 4 I 7"x24" SOFFIT VENT CONT. 5"x5" MA50NRY BOND BEAM j (TYP.) j (SEE ROOF PLAN) I (SEE BEAM SCHEDULE) I I I � I CEMENTITIOU5 COATING OVER CONT. METAL POUR STOP Q HI-RIB P.B. GALV MTL LATHE I I I SECURED TO TRU55E5. I I 1/2" DRYWALL I I 5/5" CEMENTITIOU5 FIN15H I I OVER 5" GONG. BLOCK IX2 P.T. FURRING IS 24" O/C W/ IN5UL.. I I I I SEE ENERGY GALL. - TYPICAL I I I I I I VERTICAL STEEL IN I I GROUTED CELL I I (SEE FOUNDATION PLAN) 1"x4" WOOD NAILER I I LLI I I APPLIED WOOD BASE I I I I I I I z FIN. FLOOR TO BE 15" MIN. W 1 1/2" BLOCK RECE55 II ABOVE GROWN OF ROAD MIN. I I MONOLITHIC CONCRETE I I N FOOTING(SEE FOOTING I I II SCHEDULE) I I o-o T.o.5LA8 - I'-4" TYP. 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VAPOR RETARDER (O.I < PERM <_1.0 PERM) Planning KRAFT-FACED FIBERGLASS BATT5 FOR ZONE II PER FBG-R702.7 12 4 PRE-ENGINEERED NO. ROOF ARCHITECTURAL ASPHALT < TRU55E5 ® 24" 0/0 TYPICAL ROOFING 5HINGLE5. 300 Avenue of Champions Suite 260 Palm Beach Gardens, Florida 33418 F-A �r Phone 561.202.6990 Fax 561.296.2494 archstudiofl.com NP• EXTERIOR CEILING NOTE: O.H. CEMENTITIOU5 SOFFIT OVER w HI-RIB GALV. METAL LATHE w - TO COMPLY W/FBG-R 703.4 PORCH FOYER OPEN OWNERS LANAI O AT COVERED ENTRY AND drawing GALLERY SUITE � COVERED LANAI (TYP.). SECTIONS & OPEN ROOF PLAN 0'-0" FIN_FL. SLAB — — — — — — — — — — — — — 11111 ;III;III;III;III _, III;III;III;IIII%III%III11 11 =� 11 1=1 11 11 1=TI%III%I I, I I I11 I11111 I 1 -III,�IIIIIiIIIIIiIIIIIiIIII��IIII„IIII _III,, ,IIII�IIIIIIIIIIIIIIII��IIIII�IIII,;,III„IIII— sheet A-A SECTION A-A A-3 A-3 revisions no. date 5 5/5" MTL. 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B ° Scott B Disher FLOOR W/ POWER ACTUATEDL.J SEDOWN FROM JOINT "FR : DN:c=US, ELECTRICAL - PINS AT 24" O.G. OUTLET o o,� a Amc, AR°"Safi �� o=Unaffiliated, to BASE MOLDING N Q m Q 6 Q Q srFREDARG ou=A01410C000001 Omhasbee "^iaiiv,igned 74BC0A11FD0000E4 ' MASONRY WALL dseale tnth5a. p,,i,AA"^the da eshow 'the ealmp usingadigical FC,en=Scott B Disher N e ♦ r r a Ptintedaopiod nteno Date:2021.03.2 67/5"CEMENTITIOU5 FIN15H "9nd- -led 9FINISH FLOOR m be Vfie°° et"i, opie 14:57:15-04'00'FINISHED FLOOR dt Scott Blakeslee Disher AR-0011586 AA-0003285 ELECTRICAL PANEL BOX WALL SECTION - INTERIOR BATH ACCESSORIES MTNG. HEIGHT GABLE-CMU JOINT SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. MA5. HALL TL. 5TUD WALL DRYER VENT MASONRY WALL WITH _ FOR MA50NRY WALLS: GEMENTITIOUS FINISH IX4 CONTINUOUS P.T. CABINET BLOCKING AT MA50NRY WALLS - TOP AND BOTTOM OF UPPER CABINETS AND AT TOP OF LOWER CABINETS W U BACKER BOARD 4" DEEP RECE55 W/ 1/2" — PRIDE GAP OFF SLOPED PLYWOOD BACKING WITHIN MORTAR BED. p ° X W b" WALL. AT MTL. STUD OR FRAME WALLS: z w 2x CABINET BLOCKING BETWEEN SLOPED MORTAR BED X �—^^ /I r STUDS - FULL WIDTH OF CABINET - v V J TOP AND BOTTOM OF UPPER TILE CABINETS AND AT TOP OF LOWER p ° D ° D D GRADE Q z CABINETS ° lfl W D ° ° D° ° D D / / / �/ JU J LU n —6 Lu0 D ° D DD D D D° ° DD \ � M �N3 J LU D D ° D ° D D ° D D LL O W W W D Z D p° D D D ° W W � VJ D D J W FINISHED SLAB r I� v CCa ~ Cn z C") if CN VJ � O DRYER VENT DETAIL CABINET BLOCKING DETAIL SHOWER RECESS AT SLAB FOUNDATION SILL SCREED-CMU project SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ARCHITECTURAL 1/2" GYPSUM WALLBOARD Architecture 5.150 FT AREA CLEAR OPENING (EXEPTI ON: GRADE FLOOR 5.0 50.FT) Planning Q X - w z p 300 Avenue of Champions TO FRAME OPENING MTL FRAME PARTITION Suite 260 o WALL SET TO ALIGN Palm Beach Gardens, Florida 33418 GYPSUM BOARD. 2011 1L MIN. OPEN CLEAR (X X X Phone 561.202.6990 4 Fax 561.296.2494 >L archstudiofl.com z `r O � z FINISHED FLOOR F INSULATION (SEE ENERGY CALCULATIONS) drawing S MINIMUM WINDOW CLEAR OPENING ECONDARY MEANS OF ESCAPE GMU WALL DETAILS REQUIREMENT. (SEE STRUCTURAL DW65) IX P.T. FURRING sheet EGRESS REQUIREMENT DETAIL WALL ALIGNMENT DETAIL A-4 SCALE: N.T.S. SCALE: N.T.S. revisions no. date SEE MANUF. DATA AND PRODUCT APPROVALS FOR ATTACHMENTS. 2x P.T. BUCK ATTACHED TO COLUMN W/ Gil CONCRETE LINTEL OR 5/5"x5" WEDGE BOLT GONG. SCREWS ® MASONRY JAMB 2'-0" 0/0 4 3 1/2" MIN EMBED. VERT. (b" FURRING MAX. FROM ENDS) W/ 2"X2"XI/4" STL. WASHERS a FASTENERS SIZED AND EXTERIOR a a SPACED PER PRODUCT GMU WALL I x P. T. NAILER APPROVAL GARAGE DOOR ASSEMBLY. a designed 5BD CEMENTITIOU5 FIN15H - REFER project mgr. vHv GYP. BD. TO ELEVATIONS FOR HEAD a AND JAMB TRIM VARIATIONS checked 513D aQ a WOOD CASING 4 WATERPROOFING GOATING date PERMIT_05/26/21 X11 EXTEND ALL AROUND AND scale 1/4" = 1'-0" (U.O.N) CONTINUING b" AT FACE WOOD/PLASTIG DOOR STOP OF CMU WALL jolt n o. 2009I8_5F.mm.21st W/ INTEGRAL WEATHER STRIP. COATITER0NFING PVG CORNER BEAD ° ° D OWINDOW SILL, SEALANT Digitally signed by ° ° p JAMB5 AND HEAD, SET P.T.WOOD BUCK OVER APPLY AROUND DRIP SLOPE ® HEAD OF Ft OPi Scott B Disher ° CMU WATERPROOFING IN CORNER AND SEALANT O URETHANE SEALANT,FASTEN EXTEND 6" ALL y's a "FR DN:c=US, D p ° ° D PER PRODUCT APPROVALS. AROUND THE FACE 2 x 5 P.T. WOOD BUCK CEMENTITIOU5 FIN15H ON 1586 :— o=Unaffiliated, ° ° OF THE WALL. GALV. METAL LATH ° SET IN URETHANE SEALANT ems, ..........��` ou=AO141 0000000 OAPPLY LIQUID WATERPROOFING RED AR 174BCOA11 FDOOOO MEMBRANE OVER THE TOP AND WATERPROOFING MEMBRANE g SEAL EDGE COATINOTO EXTEND ON TOP Td emhb S B.Dl,��AIA..thd E4FC cn-Scott B ° D ° EXTERIOR FACE OF BUCK AND SILL. da,,h,,,mme :ryadigit, i — D ° OF P.T.WOOD AND EXTERIOR FACE OF BUCKS eat D i s h e r CK TO an deed �,d,nda l,da"dme D MA50NRY SEALANT n.t., b Date:2021.03.26 NUMBERS REPRESENT beV Pee=nanyP1eC INSTALLATION SEQUENCE WOOD OR FIBERGLA55 DOOR 14:57:37-04'00' PVC, CORNER BEAD O AND FRAME - ATTACH PER Scott Blakeslee D i s h e r PRODUCT APPROVAL AR-0011586 AA-0003285 INSTALL WINDOW OR DOOR,FASTEN PER PRODUCT CEMENTITIOU5 FINISH. APPROVAL AND 5EAL WINDOW OR DOOR FRAME TO MASONRY WALL P.T.WOOD BUCK AND MA50NRY GARAGE DOOR JAMB-CMU CMU OPNG WATERPROOFING-ISO OUT SWING ENTRY DOOR HEAD/JAMB-CMU SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PAVERS ON SAND BASE GARAGE DOOR CONCRETE LINTEL OR MASONRY JAMB I x P.T. WOOD BUCK - MIN. WIDTH TO WOOD OR FIBERGLA55 DOOR MATCH WIND. FRAME - SET IN SET THRESHOLD URETHANE AND FRAME - ATTACH PER URETHANE SEALANT BED. FASTENERS SIZED AND SEALANT $ 5LAB PRODUCT APPROVAL SPARED PER PRODUCT WATERPROOFING COATING APPROVAL GONG. 5LAB a WATERPROOFING FURRING a COATING APPLIED SEALANT AROUND CMU OPENING b W APPLY CAULKING TO FLOOR ON FACE OF CMU WALL ` LEVEL I x P. T. NAILER CEMENTITIOU5 FINISH - V 1 1-011 REFER TO ELEVATIONS z SEALANT a FOR HEAD AND JAMB W FLOOR FIN. 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NO SILL FASTENERS - VERIFY ARCHITECTURAL WITH PRODUCT APPROVAL WOOD OR FIBERGLA55 DOOR WINDOW - INSTALL PER AND FRAME - ATTACH PER SEALANT PRODUCT APPROVAL PRODUCT APPROVAL IX2 PT FURRING AND I/2" A STOOL PER SPEC Architecture DRYWALL OVER 5" WALL. STUCCO OVER 8 WALL SET HIGH VELOCITY THRESHOLD SEALANT CONTINUOUS URETHENE - WOOD TRUSSES X X IN URETHANE SEALANT $ SLAB SEALANT BEAD BETWEEN Planning WATERPROOFING COATING FLANGE BLOCK 22" MIN. W. X 36" MIN. D. O SEALANT I x P. T. NAILER SEALANT (ROUGH-FRAMED) o FLOOR FIN. SEAL WINDOW TO BLOCK SEE 51ZE ON FLOOR PLAN z LU OPE � 0 4 STEPPED POURED OR 300 Avenue of Champions SLOPE TO DRAIN Suite 260 MIN. R-50 - RIOID BOARD o p - a PRECAST CONCRETE SILL Palm Beach Gardens, Florida 33418 INSULATION, SEE ENERGY m D 'Y'I`r ° 1/2" 5YP5UM WALLBOARDX Q GALLS. 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SCALE: N.T.S. revisions no. date designed 55D 13'-8" 21'-4" 01 project mgr. vHv 12'-4" 10'-8" I o'-8" 01 checked SBD date PERMIT_03/26/21 scale 1/4" = I'-o" (U.o.N) F3 G2 r G2 G2 G2 job n0. 200918_51'.mm.21st G I91.-' I GI _ — — — — — — — — — — — — — — — — � Digitally signed y L — J SEE FI I dJ �P��OF F�O�'O Scott B Disher HFq DN:c=US, FOOTING SCHEDULE PAVERS DETA I I 5 _ - � � �mC AR0011586 �U o=Unaffiliated, DETAIL MARK 51ZE(WxD) REINFORCING DESCRIPTION NO. I I ,SrF/?EDARG�`� ou=AO141 00000001 6'—loll 6'-10" FI I 74BCOA11 FDOOOOE4 W/2 #5 CONT. -2 TOP d 2 BTM EXTERIOR MONOLITHIC Thi=itemhasbeenelectronicallysigned FC,cn-Scott B F-I 16'kl6'kGONT. W/DOUBLE LAYER OF ME5H, 48"WIDE ONE STORY I r I I de,h-,the[ pu,mg'adigt'l — W/3#5 CONT. - I TOP d 2 BTM. EXTERIOR MONOLITHIC AT m I m -� i, Disher Printed copies of[his document are no[ F-2 16'kl65(CONT. W/DOUBLE LAYER OFME5H, 48"WIDE 5HOWER $ GARAGERECE55 2 I m -iderdsignedandsealedandthesig- Date:2021.03.26 G2 I nature must be verified on any electronic copies F-3 3'-O"x3'-O"xl2" W/4#5 E.W. BTM. 150LATED PAD 3 14:58:08-04'00' Scott Blakeslee Disher TE-1 10"x DROP x CONT. W/1#5 CONT. THICKENED EDGE AT DROP 4 I F1 I AR-0011586 AA-0003285 O17 I I COLUMN SCHEDULE MARK SIZE TYPE DESCRIPTION Sx8 GONG. BLK. W/1 FULLY GROUTED CELL WWI45 VERT. EA. CELL I O C-I BLOCK ® 6'-O"O/G MAX. OR A5 LOCATED ON PLANS Bxl6 G-2 BLOCK GONG. BLOCK W/2 FULLY GROUTED CELLS W/145 VERT.EA. CELL 12x12 GONG."O" BLK. FULLY GROUTED W/445 VERT.#2 TIES® 6" T.O. C-3 BLOCK IN MORTAR JOINT Bxl2 I O G-4 BLOCK GONG.RINKER"O"T329 BLK.OR FULLYEQUAL GROUTED W/245 VERT. I �r FI I TE-1 I 8" MATCHING DOWELS FOR 8" MATCHING DOWELS FOR I 'z p W COLUMNS 4B BAR VIA. (1) #5 COLUMNS 4B BAR DIA. MIN. W/STD. HOOKS CONT. AT MIN. W/STD. NOOKS FLOOR SLAB TO BE 4 THICK POURED CONCRETE c� m MID.OF X1 ,6. I SLAB WITH 6" X 6" X W1.4XW1.4 W.W.M. ON 6 MIL WELDED WIRE MESH,SEE W WELDED WIRE MESH, I VISQUEEN(OR EQUAL) ON GLEAN WELL COMPACTED I 7 I SCHEDULE Z CURB L SEE SCHEDULE + FILL. W.W.M.SHALL BE LOCATED IN THE MIDDLE TOI UPPER HALF OF THE SLAB DEPTH AND MUST BE I W w TOP BENT BARS AS Z w TOP BENT BARS AS SUPPORTED AT 3'-O" O/G EACH WAY WITH APPROVED Q v REQ'D,SEE SGHED ov N REQ'D,SEE 50HED I MATERIALS. TRANSVERSE REBAR TRAN5VER5E REBAR I _ 1 WHERE OCCURS XHERE G SCHED. I SEE O�G 5GHED. x-� URS FFSEE __J / - I O'-O" FIN. FLOOR SLAB IWII z WF=607FOOTING REBAR EBAR 5GHED. SEE FOOTING 5GHE0. d1 I - SEE FOOTING 5GHED. , � OMIT CENTER BAR 5GHED. OMIT CENTER BAR O1 WHEN ONLY(2)REQD. 2 WHEN ONLY(2)REQD. J EXT. CONT. MONOLITHIC O EXT. CONT. MONOLITHIC I I o co LL_ w - � 0 -x a x� - w .1 MASONRY COLUMN O I q'-o" I z U J MESH W x- _ _ MATCHING DOWEL5 W U Tf==1Tf _ 48 BAR DIA. MIN. W co T r GRADE W.5TD. HOOKS I I J J w I-#5 GONT. Ti Tn 3"MIN. COVER 10" r — — — — — — y I ((� Cn 4 I I _ Z o N THICKENED EDGE #1 , . Q _ O >, co LL -0 1211 d) I m PAD REBAR 1 J 5EE FOOTING SCHEDULE I r I project EQ. EQ. EDGE BARS ALWAYS t G3 SEE SGHED. REMAIN. SPACE OTHERS O WALL I EQUALLY I I 3'-O" X2-I/4" GALV. STL. 1 PIPE W/THREADED END TO BEYOND II �PORCH ISOLATED PAD I m I ATTACH GAP. 5" DIA. BASE W/ I r — + O I I (4) HOLES FASTENED W/3"XI/2" POWERS OR TITAN FASTENERS ARCHITECTURAL GRADE PAVERS On Q I � I I " vv � � VG• FDo w F I SIM. I6'-4" IS'-8'I I m � •. I w .—.• EXTEND 12" MONOLITHIC FI Architecture 01 FTC. UNDER 03 G I I I LU SEE SCHEDULE (12 WIDE) TYP• I I 10 O U.O.N. I — FI I I Planning OPAD AT EXT. CMU COLUMN I =a G4 I I G4 300 Avenue of Champions Suite 260 PAVERS I Palm Beach Gardens, Florida 33418 F1 I ,C I F2 I �`+ I I - Phone 561.202.6990 FI I o I I r Fax 561.296.2494 J '— N I FI archstudiofl.com GI - - - - - - - - — - - - - - � G4 w N G I 0 o Q , tu EXTEND k-o" G3 G4 ° G4 drawing MONOLITHIC O FI (12"NII ) UNDER FOUNDATION G3 (12WIDE) (SEE DETAIL 5/5-1) PLAN 4'-2" I'-8" I6'-O" I'-8" 5'-9" 4141 5'-2" IQ'-4" 35'-0" sheet S- 1 revisions BRACING NOTES: TIE-BEAM / BEAM SCHEDULE no. date TY REINFORCING #3 HOOP5 I. BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING MARK 51ZE TOP MID BTM OR 5TIRRUP5/HAIRPIN5 REMARKS REQUIRED FOR THE ERECTION AND INSTALLATION OF TRU55E5 rr7-ICAL MASONRY BOND BEAM CONT. PRIOR TO THE INSTALLATION OF PERMANENT CRO55 BRACING UNLE55 NOTED OTHERWI5E(1)COURSE AND WEB LATERAL BRACING REQUIREMENTS. TEMPORARY BB-1 8x8 1#5 — — NONE READ. FILLED BRACING IS THE RE5PON51BILITY OF THE TRU55 INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE CA5TCRETE HIGH STRENGTH PRECAST SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. M5-1 Bx16 1#5 — 1#5 NONE READ. LINTEL FILLED (REF: BC50. GA5TGRETE HIGH STRENGTH PRECAST 2. PERMANENT WEB LATERAL BRACING 15 TD BE INSTALLED AS M0-2 8x34 1#5 — 1#5 NONE READ. LINTEL ALL COUR5E5 FILLED 5HOXN ON THE INDIVIDUAL TRU35 ORAXIN05(WEB LATERAL designed SBD BRACING IS NOT SHOWN ON TH15 SHEET). PERMANENT WEB CASTCRETE HIGH STRENGTH PRECAST g LATERAL BRACING I5 TO BE RESTRAINED TO PREVENT LATERAL MB-3 Bx14 1#5 - 1#5 NONE READ. LINTEL FILLED project mgr. vHV MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY CASTGRETE HIGH 5TRENGTH PRECAST PERMANENT DIAGONAL BRACING(NOT 5HOWN) IN THE PLANE OF MB-4 12x16 2#5 - 2#5 NONE READ. LINTEL ALL COURSES FILLED J checked 5130 THE WEB MEMBER AT INTERVAL5 NOT TO EXCEED 2D FEET ALONG CONTINUOUS WEB BRAGS. (REF: SCSI). date PERMIT_05/26/21 3. PERMANENT DIAGONAL BRACING AS SHOWN ON THI5 SHEET DOES scale 1/4" = 1'-0" (U.O.N) NOT INCLUDE BRACING REQUIRED FOR GABLE END STUDS OR 19/32" ROOF PLYWOOD. NAIL I9/32"ROOF PLYWOOD W/IDd NAILS® 4"O/C S2 job no. 200918_5F.mm.215t BOTTOM CHORD OF GABLE END AT WALL. REFER TD 57ANDARD PER DIAPHRAGM SCHEDULE INTO 2x4 SP BLOCKING(FLATXI5E)x CONT. GABLE END DETAIL FOR BRACING REQUIREMENTS. ENO. AND APPROVED WOOD TRU55E5 SEE MIN. MIN. ENO. AND APPROVED WOOD TRUSSES SEE TYP. WALL SECTION FOR ACTUAL HEEL 4. ALL TOP CHORDS ARE ASSUMED TO BE SHEATHED,AND ALL TYP. HALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS BOTTOM CHORDS BRACED BY A RIGID CEILING 5Y5TEM. REFER AND OVERHANG CONDITIONS MB-1 i MB-1 OF F. Digitally signed b SEE TRU55 CONNECTOR SCHEDULE SELECT E.........,o g Y J Y TO INDIVIDUAL TRU55 DRAWINGS FOR BRACING REQUIREMENTS ?� SEE TRU55 CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON BRACING PLANS INSTALL Scott B Disher OF NON—SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM a s CONNECTOR SHOWN ON BRACING PLANS PER. MFR. SPECIFICATIONS CHORDS. - - - - - - — — — - - - - - - � —eR :• DN:c=US, INSTALL PER. MFR. SPECIFICATIONS A', ARo 1u8s X-BRACE BETWEEN EVERY �c.. �� o=Unaffiliated, 5. REFER TO TPI/WGTA BC51: COMMENTARY AND TRU55 W/2x4 5P $ (2) 16d END I I I /SrFREDAR ou-A01410C000001 RECOMMENDATIONS FOR HANDLING, INSTALLATION AND BRACING NAILS,EA. END METAL PLATE CONNECTED WOOD TRU55E5",APPENDIX C, FOR SEE PLAN 2x4 P.T. BLOCKING(TIGHT TO I I Thisitemhasb,,,,I,cttonicallysigned 74BCOA1 1 FDOOOOE4 RECOMMENDED 5EQUENCE OF INSTALLING BRACING COMPONENTS. - - EA. TRU55 SIDE)W/0.145" 0 I and h,, i Scott t,,B. p,,,g,AIA onthe dateshown inthestamp usingadigital FC,cn-Scott B Disher •�L T.D. WALL P.A.F. x3"LG. @4"O/G x CONT. I I T ea. 6. THE STRUCTURAL ADEQUACY OF THE INDIVIDUAL TRU55 DESIGNS r' 4 I .id,r opiesod ,d...l,d ,dth,,t Date:2021.03.26 TO WITHSTAND GRAVITY AND WIND LOADINGS AS WELL AS •1 5TRUGTRURAL BEAM I I °aside,ed si9nedand se aledandthm,ic (U 16D NAIL _ SEEPLAN S2 I a`°`em°„be"e Pee$"a"Ye'e °"'` 14:58:43-04'00' GIRDER CONNECTIONS AND LOA05 ARE THE RESPONSIBILITY OF 1 SEE SCHEDULE •1 T.O. WALL THE TRUSS DESIGNER. ANCHORAGE OF THE TRUSSES AND GIRDER-5 TO THE SUPPORTING 5TRUCTURE TO WITHSTAND WIND GONG. TIE-BEAM I I Scott Blakeslee Disher UPLIFT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR 1 OR MASONRY BOND BEAM -I AR-0011586 AA-0003285 ARCHITECT SEE BEAM SCHEDULE — — 8"CM)WALL — — — — 7. THE BRACING FOR THE ROOF 51'5TEM IS DESIGNED FOR BOTH 1 P051TIVE $ NEGATIVE PRE5SURE AND MEET5 THE 1 2 I 2 K UP A5j I I 2.2 K UP A5 REQUIREMENTS OF FBG. s2 CONNECTION DETAIL S2 CONNECTION DETAIL PERMANENT O I I I LATERAL BRACINACIN IN IN THE PLANE OF THE STRUCTURAL 2 x 4 5p#2 ® 24" O.G. MAX. OUTR16ER BOTTOM CHORD OF THE 2 X4 MIN. BLOCK'G @ PANEL JOINTS FOR FIRST TRUSSES. FASTEN HITH BRACING LEGEND: SIMP50N H5 CLIP THREE TRUSSES(2-IOd TOE NAILS EA. END.) 2-I0d NAILS IN EACH TRUSS. PERMANENT 2x4 DIAGONAL BRACE RESTRAINT IN THE 3-IOd COMMON NAILS MIN. (TYPICAL) PROVIDE OVERLAP OF AT PLANE OF THE NEAREST WEB MEMBER AT 20-O LEAST(2) TRUSSES (ROOF INTERVALS AT APPROXIMATELY 45 DEGREE ANGLE. ONLY). FASTEN TO OPPOSITE 51DE OF WEB WITH 3-I6d TOENAILS 2 X 4 SOUTHERN PINE #2 VERTICAL SCAB AND TO LATERAL BRACE WITH (3) IOd NAILS EACH WHERE GROSS BRACING DOES NOT ALIGN INTERSECTION. (REF: SCSI). W/TRU55 WEB USE MIN. 3-I6d NAILS 8 TOP t BOTT. CHORD HORIZONTAL BRIDGING WITH A MINIMUM 2xb 5TRONGBACK GABLE END STIFFENER A5 REQ'D BY TRUSS MFG. AT 6-0" 0/0. FASTEN TO EACH TRU55 WITH 3-I0d NAILS GABLE END TRU55(DROPPED TOP FOR OUTRIGGER) AND ATTACH TO HALLS OR OTHER RIGID POINT AT EACH I END (REF: 15051). PROVIDE OVERLAP OF AT LEAST(3) TRUSSES (FLOOR ONLY). CONSTRUCTION GRADE 2 x 4 GR055 BRACING NAILED TO EDGE OF 15t $ 3rd TRU55 AND CENTER HEB A5 I PERMANENT 2x4xGONT. LATERAL BRACING IN THE PLANE o 5HOWN W/MIN. 3 - IOd NAILS A5 SHOWN. BRACING PLACED A5 CLOSE TO TOP 8 BOTT. CHORD AS OF THE STRUCTURAL BOTTOM CHORD OF THE TRUSSES. I FASTEN WITH 2-I0d NAILS IN EACH TRUSS. PROVIDE POSSIBLE ® 4-O O/G (AT EVERY RAT RUN) ( 1 OVERLAP OF AT LEAST(2) TRUSSES(ROOF ONLY). I I z 2 X 4 Sp#2 X 6' RAT RUNS ® 4' O.G. H/3-IOd 2-I6d GOM TOE NAILS ® EACH STIFFENER NAILS AT EACH TRU55 I I W ZONES I d 2 RAC B P.T. 2 X 8 #2 NAILER ANCHORED TO SM. H/ 1/4" TAPCON5(SEE DIAPHRAGM SCHEDULE) FASTENERS MIN. 1-1/2" PENETRATION ® 16" C/C (5" MIN,EDGE DIST.) Ix4 LATERAL GABLE END HALL I I BRACE AT BOTTOM '^ BOND BEAM(UNO) VAPOR RETARDER NOTE: W CHORD OF TRUSSES. (J J APPLY GLA55 11 U) FASTEN TO EACH TRUSS ZONE 3 FASTEN GABLE END TO 2 x 5 NAILER V4/ VAPOR RETARDER W (5EE DIAPHRAGM SCHEDULE) Ibd COMMON NAILS® b" 0/0 (0.1 < PERM 51.0 PERM) U) W/(2) IOd NAILS. 51MP50N HETA20 STRAP 45" C/C - NAILED TO BOTT. KRAFT-FACED FIBERGLAS5 _ I U CHORD OF GABLE TRU55 W/l-IOd COMMON NAILS BATTS FOR ZONE II S2 PER FBC-R102.1 Q 3 GABLE END - SECTION -WOODLO BRACING DETAILS: S2 o 15/32 055 EDGE NAILING O L.L W G SHEATHING ROOF SHEATHING ALONG BLK ' � I I I z N I I I �' O w � COMPRESSION WEB x b'-O" LONG D!f 0 45° SLOPING OR VERTICALX X X °° °° I I I LU I J LJJ W CONTINUOUS PERMANENT Lrill 1J TYP. STRAP U.O.N. A V < � LATERAL BRACING(C.L.B.) I 0— 1.2 K UP MAX. W PERMANENT DIAGONAL z MO � CV BRACE NAILED TO OPP. SIDE OF WEB PREVENTS 2xb BRAGS U^ CD U LATERAL MOVEMENT AND X ® 6'-O" O/G I I V, SHOULD BE REPEATED W/(10) Ibd AT APPROX. 20 FOOT NAILS, EA. END I I I I project INTERVALS CEILING 75 FIGURE 56: PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBERS I I ARCHITECTURAL II PERMANENT CRO53 BRACING I I �/G �v• ° T.O. WALL I 22'x36" SEE PLAN TTIG AGGES 2x6 P.T. BLOCKING® 6-0" O/G W/PG.LT. FASTEN EACH END TO TRU55 H/3-I6d NAILS 7D Architecture SIMPSON HGAMIOKTA I I I 51MP50N HGAMIOKTA CLIP ALONG TRU55® 4'-0" CLIP ® BLOCKING W/ O/C H/(4) 3/I6" x2" LONG TAPCON5 TO BEAM 8 (4) FIGURE 37: PERMANENT BRACING IN THE (4) 5/I6" x2" LONG I�I 1/4"XI-1/2" 50REH5 TO M55 BTM. CHORD TJ PLANE OF THE WEBS FOR PITCHED TRU55E5 TAPCON5 TO BEAM 8 (4) 1/4"XI-1/2" SCREWS I CONC. TIE BEAM or MASONRY BOND BEAM 4 Planning HORIZONTAL BRIDGING WITH A MINIMUM 2x6 TO BLOCKING \I/ S2 (SEE PLAN) 5TRONGBACK CONNECTION TO EACH TRU55 WITH 3-I0d NAILS AND ATTACHED TO WALL5 OR OTHER RIGID POINT AT EACH END (REF: 6051). 4 300 Avenue of Champions PROVIDE OVERLAP OF AT LEAST(5) TRUSSES S2 CONNECTION DETAIL — suite 260 (FLOORS ONLY). MB 3 I Palm Beach Gardens, Florida 33418 Phone 561.202.6990 SEE PLAN I_4 Fax 561.296.2494 archstudiofl.com FIGURE 3B: PERMANENT BRACING IN THE PLANE OF THE WEB5 FOR PARALLEL CHORD TRU55E5 LATERAL BRAGS drawing 450 450 , - - - - - - - - - - - - - - - - 4- - - - - ROOF PERMANENT WEB MB-I DIAGONAL GROSS mmw .. 4 BRACING MB-4 MB-2 FRAMING TR°5 E_5OF WOOD 3 r3 BRACING (WEB MEMBERS) S2 GABLE S2 GABLE PLAN LATERAL BRACE sheet FIGURE 3'1: PERMANENT BRACING IN THE PLANE OF THE WEB5 S-2 NOTE : revisions NAIL ROOF SHEATHING TO SUB-FA50IA PER DIAPHRAGM 50HEDULE 2 X 4 BLOCKING AT PANEL RIVETED TRUSS ANCHOR SCHEDULE (10d co m. 17 0 MPH AS C E 7-16) no. d ate --'-- - "-'ter-- - xlb BOND NOTE: PRE-ENGINEERED HOOD EDGE AS REQUIRED. (SEE T S " " • ' • • • BEAM(PER TRUSSES - SEE TYPICAL WALL DIAPHRAGM SCHEDULE) (2) Ibd CONCRETE TIE-BEAM TO TRUSSEXP C i'° SCHEDULE) SECTIONS FOR ACTUAL HEEL AND COMMON NAILS® EACH END G OVERHANG CONDITION. SIZE ALLOWABLE LOADS DIMENSIONS LATERAL UPLIFT(AT 160% ON WOOD) TOTAL LATERAL (F2) FLA. -1 IN CONC. IN GROUTED ��A�IN6'_--___ NUMBER PROD. 4� PRODUCT OUT OF NUMBER FI F2 195 1 243 1 292 1 341 1 388 1 431 t1 CONTINUOUS 2 X 6 �;yJ . OF APP. T"z CODE GAUGE CONCRETE EMBEDMENT OF 10d 3,000 PSI CMU ( FASCIA ATTACHED KITH (2) MARK STRAPS NO. �`9" (SIMPSON) (HEIGHT) (COM.NAILS) REMAINING UPLIFT CAPACITY 8"x8" PRECAST Ibd NAILS AT EACH TRU55 AND NOTE: A-I I FL11413 20 HETA 20 16 16 4 9 340 125 1810 1510 1320 1200 1050 960 842 120 I LINTEL. ATTACH FASCIA TO HOOD TRUSS PROVIDE NAILS IN H/(2) 16d GOM. TOE NAILS SEAT PER SCHEDULE A-2 I FL11413 20 HETAL 20 16 15 5 I/16 14 , 415 1100 1810 1810 1489 1410 1329 1248 II12 1091 I FROM BACK SIDE. HHERE REQUIRED A-3 2 FL11413 20 H TA 20 16 I6 4 12 EACH - Ibd 1225 1520 2100 2500 2354 2268 2181 2100 2010 1924 FILL COLUMNS A-4 2 FL11413 20 H TA 20 16 16 4 10-10d x 1 1/2 680 1450 2035 2035 1161 1694 1625 1536 1490 1421 designed 5BD °1 AND LINTEL 50LID A-5 2 FL11413 20 DETAL 20 16 16 4 I/2 24-10d x I I/2 = 2000 1310 2480 2480 2100 2040 1950 1860 111E 1690 w/GROUT '�8 - - - - - - - - - - -- project mgr. VHV BRACE BETWEEN EVERY THIRD `` - - checked 55D r 8"x8" FILLED 'S! M015TURE BARRIER 8'-0" 10'-0" IT-0" 14'-0" 16'-0" 18--0' CELLS H/ 1#5 TRU55 W/2 X 10 5P#2 P.T. F2 = 21.2 (FBC TABLE 16062A)X 2' (TRUSS SPACING)X WALL H X A2 X I.4(EXPOSURE C) ZONE I�p = 21.2 0.4)(EXPOSURE C) = 29 PSF VERT. (TYP.) LUMBER WITH (2) Ibd TOE _,;`_ EL + VARIES J4 HT. = 30' WALL HEIGHTS date PERMIT_05/26/21 NAILS @ EACH END ® ALL SEE PLANS USE ALL FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED.PERIMETER BEARING POINTS MINIMUM EDGE DISTANCE IS 2" (NO INCREASE ON STEEL STRESS) scale 1/411 = I'-O" (U.O.N.) TYP. DET. LINTEL ON COLUMN OVER ALL CONCRETE BEAMS. - ALLOW 4" EMBEDMENT IN CONCRETE (UNLESS NOTED OTHERWISE) = INSTALL 5 NAILS INTO TRUSS SEAT FOR HETAL20 Job no. 20011I8_51`.mm.21st - WITH A RIVETED BEAM SEAT,EITHER STRAP YIELDS SAME UPLIFT. = INSTALL 6 NAILS INTO TRUSS SEAT FOR DETAL20 EA.SIDE. 3/4" = 1'-0" STRUCTURAL BEAM (SEE - DESIGN LOADS BASED ON USE OF SOUTHERN YELLOW PINE,SG--O.55 SEE ROOF PLAN FOR BEAM SCHEDULE) 50HEOULED STRAPS = NOTE: STRAPS ARE: ETA AND SEATS ARE TSS. IN PETAL STRAPS PROVIDE (5) NAILS AT FILL COLUMNS SEAT. (PROVIDE ONE BEAM SEAT PER SIDE 4 MOISTURE BARRIER AS REQUIRED) AND LINTEL 50LID 8" CONCRETE MASONRY UNIT OVERHANG s�OF FOR Digitally signed by VARIES BTWN. �P.. ,!o W/GROUT SEE PLAN STRAPS MAX. y: BN v Scott B Disher 1 2 MEMBER G.T. F2 •` s FR DN:c=US, T.O.13 NOTE : 2XIO -BRACING REQUIRED HHEN HEEL HEIGHT EXCEEDS 12" (MEASURED FROM CENTER OF BEARING ON BEAM TO TOP OF TOP - �'. A"R"a11586 ` •`'' - ' Q - CHORD) FORA3 F2 mc'sr.... �� o=Unaffiliated, CD TYPICAL FASCIA AND TRUSS BLOCKING DETAIL FORA4RG.T. FREDARG� ou=A01410C0000017 p p BOND BEAM PER SGHED. N.T.S. II MEMBER W.T. F1 FI H a nWbySc.ttB.«,h,AI a 4BCOA11 FDOOOOE4FC ��\ ` ndsealed i S t D'h g,°nthe 9a 9 a cn=Scott B Disher FOR A5 LU v ° 8"x8" FILLED OPF-NIN65 <= 6'-0": II ,de,e ig"d..dds 1a dzndthe g- Date: 2021.03.26 CELLS SEE PLAN PROVIDE 8"XS" MIN. a"`e °"be"e"fied°"a°Yele °"" 14:59:12 -04'00' AND COLUMN BOND BEAM COURSE J 1 1/2"MIN. TSS Scott Blakeslee Disher SCHEDULE FOR I W/ I-#5 MID. OR EDGE DIST(TYP.) w REINF. °) &"XS" MIN. FORMED EDGE DST(TYP.) AR-0011586 AA-0003285 N MASONRY GONG. SILL W/2-#5 HIGH STRENGTH PRECAST LINTEL MA50NRY j° OPENING MID. 1 5/81,MIN. 4" BETWEEN H/REINFORGING A5 REQD. HALL L I STRAPS 4" (MIN) SEE LINTEL 50HEDULE OPENINGS > 6-O : EMBEDMENT PROVIDE 8 XS MIN. COLUMNS BEYOND BREAK AWAY 51DE j BOND BEAM COURSE MULTIPLE RIVETED SINGLE RIVETED TRUSS SEE FOUNDATION PLAN OF MA50NRY z_ _ . a H/245 MID. OR TRUSS ANCHORS ANGHORS = COLUMN FOR f -4 -_ - --�- &"XS" MIN. FORMED TYP. DET. LINTEL ON COLUMN CONTINUOUS POUR �r - GONG. SILL W/2-#5 1 MID. PROVIDE 6" MIN. I° I PROVIDE ELLS LATERAL LOADS ON TRUSS ANCHORS 3/4" = 1'-0" PENETRATION EA. � I. 48 MAX. FILLED CELLS H/ END S TIED TO 3 145 VERT. DOWEL LATERAL HIND LOADS FOR TRU55 CONNECTIONS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FOR THE ACTUAL LATERAL LOADS AND DO NOT EXCEED THE VERT. REINF. - __ _ _ W/5TD. AGI HOOK ALLOWABLE LATERAL LOADS L15TED ON THE STRAP CONNECTION SCHEDULE INCLUDED ABOVE. 14 r ALL. ------- T r ; EA. END ® 4'-0" FOLLOW STRAP MANUFACTURER INSTALLATION INSTRUCTIONS. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS FOUNDATION OR m I 1 O/G HHEN OPENING INTERMEDIATE °° C4o►st-CRrn SAFE LOAD - POUNDS PER LINEAR FOOT BEAM ---�—— -_ �_--r -_ EXCEEDS 4'-O" 4 7WIDE TYPE Sub 8F8—OB 8F12—oB 8F16—OB 8F20—OB 8F24—OB F28— B 8F32—OB REQUIRED HHEN HIND RESISTANT PRE-CAST SILLS ARE NOT USE PLYWOOD FLOOR / ROOF SHEAR DIAPHRAGM SCHEDULE LENGTH 8F8-18 SF12-1B SF16-1B 8F B 20-1B 8F24-1B F28—I8 8F32-18 2'-10"(34' PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 SILL REINF. AT MASONRY OPENINGS (TYP.) 3069 4605 6113 7547 8974 10394 11809 3'-6" (42' PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 5/4" = I'-O" 3oss 4so5 s1t3 7547 8974 1o3sa lteos FRAMING/TRUSS MINIMUM PANEL NAIL SPACING COMMON NAIL FLOOR PANEL GRADE REMARKS 2561 2751 3820 4890 5961 7034 8107 SPACING THICKNE55 DIAPHRAGM BOUNDRIE5 ® OTHER PANEL ED6E5 51ZE 4'-0" (48 PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54'7 PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2ND FLOOR U 2189 4375 6113 7547(7) 8672 10294 11809 3RD FLOOR N/A 5'-4" (64' PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 Z 1663 3090 5365 7547(36 7342(19 8733(19 1012119 1105 1173 1631 2090 2549 3009 347o APA RATED SHEATHING 2'-O" 5/8" 4" ® ZONE 2 8 3 4" ® ZONE 2 8 3 UNBLOCKED DIAPHRAGM 5'-10"(70 PRECAST 1062 1451 2622 4360 7168(45 6036(19 718119) 8328(20 ROOF EXP. I, OR EQUAL. MAX. NOM. 6" ® ZONE I 6" 6 ZONE I Sd RING SHANK UNO-5EE DTL5. 111 6'-6" (78' PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394(37) 8825(14) 7'-6" (90' PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467(44) 6472(15) NOTES: 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1 1245 1843 2564 3486 4705(37) 6390(47) I. INSTALL PLYHOOD PANELS A5 5HOHN ON DETAIL BELOH: 10'-6"(126") PRECAST 475 3. ZONES 1,2 S 3 ARE A5 5HOHN BELOW: 643 1052 1533 2093 2781 3643(38) 4754(45 11'-4"(136") PRECAST 362 582 945 1366 1846 2423 3127 4006 2 BLOCKING(IF REOV.) 4'-O" 582 945 1366 1846 2423 3127 4006 4'-O" 540 873 1254 1684 2193 2805 3552 12'-0"(144") PRECAST 337 FRAMING (INCLUDING J Ln 540 873 1254 1684 2193 2805 3552 OVERHANG) _ () 471 755 1075 1428 1838 2316 2883 HIP END 13'-4"(160") PRECAST 296 — — — — — — — — — � J 471 755 107E 1428 1838 2316 2883 (� 424 706 1002 1326 1697 2127 2630 (DIRECTION OF ^ \ I 3 0 1 14'-0"(168") PRECAST 279 HD. TRUSSES I ` Q _J 442 706 1002 1326 1697 2127 2630 14'-8"(176") PRESTRESSED N.R. NR NR NR NR NR NR NR OR FRAMING) I \ O I LLI 458 783 1370 1902 2245 2517 2712 LL 0 " LU 15-4"(184") PRESTRESSED N.R. NR NR NR NR NR NR NR = I — — — — — — I Z W 4NR NR INR NR NIR NR NR 012 710 1250 1733 2058 2320 2513 6 I O > GABLE END W LL1 (If17'-4"(208") PRESTRESSED N.R. 0 NR 548 950 1326 1609 1849 2047 -1 I // // O I V 19'-4"(232") PRESTRESSED N.R. NR NR NR 03 NR 51 NR v 235 420 750 1037 1282 1515 1716 Z NR NR NR NR NR NR NR o V z Mo � cal 21'-4"(256") PRESTRESSED L— — — — — — — — — — — CD 0 N.R. a 180 340 598 845 1114 1359 1468 22'-0"(264") PRESTRESSED N.R. NR NR NR NR NR NR NR DIAPHRAGM BOUNDRIES 165 315 550 784 1047 1285 1399 (O LL 24'-0"(288") PRESTRESSED N.R. NR NR NR NR NR NR NR 4'-O" INCLUDING O.H. t29 250 450 654 884 1092 1222 2. SPACE NAILS® 8 O.G. ALONG INTERMEDIATE FRAMING MEMBERS FOR FLOORS,AND 6 O.G. FOR ROOFS. project (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE LATERAL LOADS FOR 8" PRECAST 4 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAst4041" PLF Ci�sT-Cisrn SAFE LOAD - POUNDS PER LINEAR FOOT ARCHITECTURAL TYPE REINF. TYPE 8F8-1T SF12-1T 8F16-1T 8F20-1T 8F24-1T SF28-1T 8F32-1T 8U8 8F8 • LENGTH CMU LENGTH 8F8-2T SF12-2T SF16-2T 8F20-2T SF24-2T SF28-2T SF32-2T $-1 $-1 $-1 2'-10"(34' PRECAST 1293 1642 2135 2'-10"(34') PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42' PRECAST 1025 1024 1830 3'-6" (42') PRECAST 1569 2524 3547 4569 5591 6613 7636 1/3 S-1 1/3 S-1 1/3 S-1 1/3 S-1 1/3 S-1 1/3 S-1 1/2 S-1 1569 2524 3547 4569 5591 6613 7636 4'-0" (48' PRECAST 765 763 1365 4'-0" (48") PRECAST 1363 1 2192 3079 3966 1 4853 5740 6627 10 1363 1 2192 3079 3966 4853 5740 6627 "E" BAR Architecture 4'-6" (54' PRECAST 592 591 1057 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5-4" (64' PRECAST 411 411 734 5'-4" (64') PRECAST 1016 1632 2290 2949 3607 4265 4924 TOP BAR TOP BAR TOP BAR 1016 1632 2290 2949 3607 4265 4924 Planning 5'-10"(70' PRECAST 340 339 607 5'-10"(70') PRECAST 929 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 LD 6'-6" (78' PRECAST 507 721 483 6'-6" (78") PRECAST 835(,2 13ao leao 2419 2959 3a98 ao38 ' 835 1340 1880 2419 2959 3498 4038 7'-6" (90' PRECAST 424 534 357 7'-6" (90") PRECAST 727(23) 1021 1634(12) 2102(1 t) 2571(10) 3039(10) 35DB(s) 15 LG 1/4 SPAN 727 1166 104 2102 2571 3039 1 3508 4" 4" 4" 4" 4" 300 Avenue of Champions 9'-4" (112") PRECAST 326 512 227 9'-4" (112") PRECAST 591 680 1133(15 1471(15 1811(15 2152(16 2494(15 (TYP.) BOTT. BAR (TYP.) (TYP.) BOTT. BAR (TYP.) (TYP.) BOTT. BAR Suite 260 591 851 1326 1705 2084 2463 2842 SHEAR REINFORCING 10'-6"(126") PRECAST 284 401 178 10'-6"(126") PRECAST 530 552 914(15 1185(15 1458(15 1732(15 2007(15 SPACED FROM 4" TYP. ______ ___ Palm Beach Gardens, Florida 33418 530 686 1183 1526 1865 2204 2544 — —� — — 474 485 798(15 1034(15 1272(15 1510(15 1749(15 SUPPORT AS SCHEDULED 11'-4"(136") PRECAST 260 452 152 11'-4"(136") PRECAST 474 485 tote 034( 1738 510( 749( I Phone 561.202.6990 2369 12'-0" 144" PRECAST 244 402 135 12'-0" 144" PRECAST 470 (9 441 723(14 936(14 1151(15 1366(15 1582(15 I BEAM TOP Fax 561.296.2494 ( ) ( ) REINFORCING 470 543 928 1349 1649 1948 2247 418(15 373 606(14 783(14 962(14 1141(14 1321(14 archstudiofl.com 13'-4"(160") PRECAST 217 324 109 13'-4"(160") PRECAST 428 455 770 1145 1444 1718 1993 -—-—- -—-—- 384(15 346 559(14 723(14 887(14 1052(14 1218(14 HORIZ. WALL 14'-0"(168") PRECAST 205 293 98 14'-0"(168") PRECAST 410 420 709 1050 1434 (8 tesa(8 1954 (7 REINFORCING Ld 14'-8"(176") PRESTRESSED N.R. 284 89 14'-8"(176") PRESTRESSED 21 323 519(13 671(13 823(13 2as 390 655 s68 1324 (8 976 976(1 t 1874(1 t(14 1129(14 TYPICAL ELEVATION BEAM BOTT. 224 302 485(13 626(13 767(13 909(13 1052(13 TOP BARS IN I REINFORCING drawing 15'-4"(184") PRESTRESSED N.R. 259 82 15'-4"(184") PRESTRESSED 230 364 609 897 1224 (8 1562(14 1e01(14 BOND BM. UNIT VERT. WALL REINFORCING STRUCTURAL 17'-4"(208") PRESTRESSED N.R. 194 63 17'-4"(208") PRESTRESSED 192 30 a500 52 2 99 ((8 75a(12 87 (12 192 303 500 732 993 (8 1268(14 1470(14 SHEAR REINF. 19'-4"(232") PRESTRESSED N.R. 148 51 19'-4"(232") PRESTRESSED 162 222 347(11) 446(11) 546(12 646(12 746(12 AS REQUIRED BAR SIZE LAP DETAILS & 166 261 424 616 831 (8 1057(14 t225(14 21'-4"(256") PRESTRESSED N.R. 125 42 21'-4"(256") PRESTRESSED 142 198 306(11) 393(11) 480(11 567(11 654(11 04 24" REINFORCED REINFORCED 142 230 369 531 713 (7 903(13 1046(13 5-5/8" FOR 5 BM. GROUTED MASONRY WALL MASONRY BEAM SCHEDULES 137 192 295(10 378(11 461(10 545(11 629(11 4-1/2" FOR 04 SOLID THRU-OUT 53,011 22'-0"(264") PRESTRESSED N.R. 116 39 22'-0"(264") PRESTRESSED 137 221 354 508 681 (7 861(13 997(13 3-3/4" FOR 03 (VIBRATE GROUT 24'-0"(288") PRESTRESSED N.R. 91 33 24'-0"(288") PRESTRESSED 124 175 267(10 341(10 416(10 491(10 566(10 17 4" LESS THAN IN PLACE) % 36 11 124 200 316 450 600 (7A 756(121 875(13 TOTAL BEAM DEPTH Will42" (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS BOTT. BARS N FOR GR40 FIELD ADDED REBAR. PRECAST CONCRET sheet SHEAR REINF. LINTEL UNIT. TYPICAL MASONRY BEAM BENDING DIAGRAM BAR BEAM SECTION BEAM BOTTOM BARS MAY BE CONTINUOUS OVER SUPPORTS WHERE S-3 APPLICABLE revisions no. date designed 5BD project mgr. vHv checked 5BD 150 AMP ELEC. PANEL "A" date PERMIT_03/26/21 10,000 AIC RATED scale PE = I'-0" N.O.N) GIRO. DESCRIPTION POLE BKR WIRE KVA. 100% 100% KVA. WIRE BKR POLE DESCRIPTION GIRO. HB job no. 200410 5F.mm.21st I-- AHU #I HEAT STRIP 2 60 6 O 9.6 0 8 40— - 2 ACLU #I 2 ------------ --- -- --- -- ------0---- --- -- -- ------------ -- -- ------------ --- -- --- Digitally signed 5— RANGE———————— —2 50 6 12.0 O I 5.0 O 30 2 DRYER 6 ' DINING by Scott B Disher y. DN:c=US, a 1 LANAI FR'. - -- --- -- --- ------------ -- o—Unaffiliated, 1 FB Ate; ARO 11586 ,C a WATER HEATER 2 25 10 4.5 0 0 1.5 _12 20 1 WASHER________ 10 I \ T•... ....��.��` o u=A0141000000 -- ------------ ——— -- ——— -- ——— ROUGH IN FOR FRED AR FAN 8 LIGHT 0174BCOA11 FD00 II 0 1.2 12 20 1 DISHWASHER 12 1 mnasbeenelectrooicallysigoed OOE4FC,cn=Scott and sealed by xott".of:nec AIA on 1h, daze shown In the stamp using a digital —— ———————————— ——— —— ——— —— ——— ——— —— ——— —— ——— ———————————— —— seal. -- GGFI ON PANEL Rinted-piesofthiadocomentareoot B Disher 13— ————— — — — — MICROWAVE I 20 12 1.5 O 0 1. 12 0 — 2_ I ARBAGE DISPOSAL 14 I GFI / on=ider d.iynedand,ealedandtne:iy- - ------- — -- -- -- --- -- —0 nawremurtbeverifiedonanyelearonic Date:2021.03.26 GFI ON PANEL p GE GFI'S -- REF./FREZ.------------ —I-- 20— 12 14:59:52-04 00 15 — --- 1.2-- —O-- —O-- 0.5 12-- --- 20 I-- --- GARA------------ —I6— FB ROUGH IN FOR ' Scott Blakeslee Disher FAN a LIGHT AR-0011586 AA-0003285 I� BATH—OF I'S 1 20 12 0.5 O O 0.4 I O.H. DOOR OPENER — IS ©D 5D�Gh� -- --- -------- --- -- --- -- --- --- -- .-12- -20 --- --- ----------- -- GFI ON PANEL A SMALL APPLIANCE 1 20 12 1.5 0 0 0.5 14 15 1 GM 8 SMOKE DECT. 20 OWNERS 21 SMALL APPL I ANGE 1 20 121.5 O O 1.5 12 20 I SMALL APPLIANCE 22 -—__ _SUITE FAMILY -- ------------ --- -- --- -- --- --- -- --- -- --- ------------ -- " ROOM 23 GENERAL LIGHTING 1 15 14 0 0 14 15 1 GENERAL LIGHTING — 24 ROUGH IN FOR 25 GENERAL LIGHTING 1 15 14 0 0 14 15 1 GENERAL LIGHTING 26 FAN 8 LIGHT -- ------------ --- -- --- -- --- --- -- --- -- --- ------------ -- 2'I GENERAL LIGHTING 1 15 14 0 0 14 15 1 GENERAL LIGHTING 28 -- ------------ --- -- --- El- - ——— ——— -- --- -- ——— ———————————— -- 24 GENERAL LIGHTING 1 15 14 0 0 14 15 1 GENERAL LIGHTING 30 El- -————— ——— -- ----- -- ——— ——— -- ——— -- ——— ———————————— -- ' 31 GENERAL LIGHTING 1 15 14 0 0 14 15 1 GENERAL LIGHTING 32 33 GENERAL LIGHTING 1 15 14 0 0 14 15 1 GENERAL LIGHTING 34 -- ------------ --- -- --- -- --- --- -- --- -- --- ———————————— -- — E Fe 35 GENERAL LIGHTING 1 15 14 0 0 14 15 1 GENERAL LIGHTING 36 o P —1 REF./ — --- -- --- --- -- --- -- --- ------------ — ° 1 DW 1 FREEZ. 31 SPARE ————————SPARE 38 I DEL. SINK I W -- ------------ --- -- --- -- --- --- -- --- -- --- — Ide w/DI5PO5AL 3a SPARE SPARE 40 -- ------------ --- -- --- -- --- --- -- --- -- --- ------------ -- W/MICRO 7 41 SPARE _ _ ————————SPARE 42 ABV. z -- SUBTOTAL------ --- -- --- 22.E �q-jb- 0 11.6 --- -- --- NERS — — W " GENERAL LIGHTING = 2 264 (50.FT.) X 3 (WATTS/SQ.FT.) = 6,'l 12 / 8 (GEN.LTG.CIR.) = 54a (YVATT5/EA.) BATH G " ,G ' ,G ' , D--PA Q o GFI GFI GFI G TOTAL (NO A/C) = 34.3 �^ 1st 10,000 at 100% = 10.00 GFI V) REMAINDER AT 40% = 9.12 1 1 A/G LOAD AT 65% = 6.24 I TOTAL = 25A6 x 1000 /240 = 105.16 AMPS THIS PANEL I (I)SET OF (3) #I GU AWG. I I I Vd NJ BEDROOM 3LO THWN IN 1-1/4" CONDUIT I I J C5 (1)5ET OF (3) #1 GU AWG. I I FB ROUGH IN FOR , M J THWN IN 1-1/4" CONDUIT FAN b LIGHT � 1 I ,- Q J w L WIC _ - - - - - � IGA LERYI LL 0 w LLJ 1 DID W �METER PANEL "A° o ULL GHI�1E I I I TV sv w LU 150 A �50 AL I I \ J Q � Cn O I I II — ® �, # W �� so DI z Mo N INTERSYSTEM BONDING BATH 2 L — — J I I FwH (n � 0 -0 IBT TERMINATION WITH A MIN. 6 AWG COPPER CONDUCTOR. / (1)#6 GU. OND. WIRE TO GOLD WATER PIPE AND project GDX 1O'GU SUPPLEMENTAL GROUND ROD LAU N AND TO ONE REINFORCING BAR IN THE FOUNDATION 20'-0"LONG MIN. \ \ I L 1 \, PANEL 'A' METER 8 ELECTRICAL ®-- - \ - \ 0150 ARCHITECTURAL RISER DIAGRAM DRYER SHE 11 I Y�N�Np F- �17TP FOY�R �r 7'liG. ELECTRICAL NOTES A. HEAT STRIP LOAD GOVERN5 OVER GONDENSOR UNIT LOAD. B. CONDUIT SIZE. ?`CAR GARAGE Architecture G. SEE 5UB-PANEL CALCULATIONS. D. BRANCH CIRCUITS RUN IN ROMEX. GARAG'E0 GFI Planning / U DOOR OPENER BEDROO 2 A.I.C. CALCULATIONS I I P FB 300 Avenue of Champions OUCH IN FOR VOH (2 x 40 x 26,144)/(5000 x 240) = I."15 FAN 8 LIGHT Suite 260 1/1 + 1.15 = .36 .36 x 26,144 = 4525.04 1 1Palm Beach Gardens, Florida 33418 A.I.G. OF SERVICE = 9525.OQ A.I.G. 1 1Phone 561.202.6990 RATING OF PANEL = I0,000Fax 561.296.2494 I1 1 arch stud iofl.com drawing ELECTRICAL PLAN sheet E- 1 NOTE: PLUMBING FIXTURE SCHEDULE revisions EXTEND CONDENSATE 0I5CHAR6E n o. date TO MINIMUM OF 12 INCHES FROM 3/4" CONNECTION TRAP GOLD HOT FIXTURE BUILDIN6'5 EXTERIOR WALL. LE55 FLANGE FIXTURE SIZE WATER HATER UNITS WHERE ATTACHED WG 5" 1\2" - 5 TO EXP05ED PIPING THREADED GLEANOUT PLUG LAY I-I/2" 1\2" 1\2" I GRADE SHOWER 2" 1\2" 1\2" 2 0 12"xl2"x4" CONCRETE SLAB,MIN. KITCHEN SINK 1-1/2" 1\2" 1\2" 2 6005E NECK REMOVABLE \/�/\/ . \ \ IOxIO WIRE MESH TEE HANDLE /j//j�/j� \�\� FILL VOID WITH OILED SAND SERVICE SINK I-I/2" 1\2" 1\2" 2 \ \ \ \ N ROUGH CHROME j� GLEANOUT FITTING WITH PVC PLUG. WM g 2 1�2 1�2 2 PLATED \//\\//\\//\\//\ \ \ \ \� THO-WAY GLEANOUT TEE OR - d e S I n e d SBD LONG SWEEP DW I" SW I/2" N/A project mgr. YHv ORADE ��` 3/4" H05E THREAD j\\\ j\ _ 1/2 VACUUM BREAKER /�\ \ \/\\//� HB N/A checked SBD ` (VANDAL PROOF) \\/�\�/i\\/\/\\//\\'\//\\//\//\/� TUB 2" I-I/2" 2 date PERMIT_05/26/21 U. A.G. 1�2 1�2 \� scale 1/4" = I'-O" (U.O.N) CONDENSATE PIPE job no. 200gIb_5F.rnm.2I9t CONDENSATE DISCHARGE DETAIL HOSE BIB DETAIL CLEAN OUT TO GRADE DETAIL ,��OFF�OR, Digitally signed by y: Scott B Disher N.T.S. N.T.S. N.T.S. •:'e "FR :• DN:c=US, ARO 11586 H. d C.W SUPPLY A.A.V. A.A.V. �c'SrFReo..... ouUfA01410C000001 MINI-VENT MINI-VENT HB „shem„asbeeneleatrunica„y=;9ned 74BCOA11 FDOOOOE4 1/2" 2" and sealed by ScottKDisher AIA—the SHOCK ARRESTORS 1 1/2" dateshowninthestampu=in9adi9ital �p� �p sea,_ FC,en=Scott B Disher TRAP TRAP Printedcopiesofthisdocumentarenot Date:2021.03.26 OR natureeTed signed and sealed and the s nst be verified nnanyelectrunic 15:00:25-04'00' ' copies 2" OR 5" 2" OR 5" I LANAI DINING Scott Blakeslee Disher AR-0011586 AA-0003285 HA5HERH05E AIR ADMITTANCE VALVE (A.A.V.) DIAGRAM SHUT-OFF-VALVE . . I I N.T.S. m m oR �E�T 2"0 STANDPIPE HASHING MACHINE STOD 1 IV , HALL BOX i D 2• I VTR C'lA� AIL �A� kITC"� OWNERS , N SUITE �A R I/211 cW FAMILY ROOM WASHING MACHINE BOX DETAIL "wR �NERSGBgT 2, 3• jiL N.T.S. N 3 � 2• 3' i 177L GOLD HATER SUPPLY INTERNAL HEAT TRAP TO HATER HEATER 3' B SIG GO I W (FBC 15-15-6-612.I.ABC.2.2) VIDE A 210OF TU 3 I U TEMPERATURE AND 7 TO HOT HATER FIXTURES 150 P51 PRE55URE I W AS SHOWN ON PLANS RELIEF HITH VAST LE BqT" �, 2# 3• 3' 2'JILTR 3. — 51ZED WITH ACA/G6A WqS" TEMPERATURE STEAM 8p ER I o q_ 1 1 I FREEZ. RATING 10% OVER k C�HEATER INPUT C 3• �^ l MgIN PROVIDE A HARD QNNDRY N 3 GW V) ' 4• 11 1/2" HW I wD/DI5$05AL THERMOSTAT AND RELIEF VALVE GU S fWMAI PRESSURE RELATOR DISCHARGE LINE N ER O _ J IGRO FURNISHED wITH FULL 51ZE OF VALVE PLUMBING RISER DIAGRAM I/2' w I/2" Gw I HW HATER HEATER OUTLET TO RUN TO EXTERIOR OF N.T.S. III cl* BUILDING AT 6" I/2" HW I I" HW J � ABOVE GRADE OR NERS a O PANTRY — � U NEAREST APPROVED SE BATH O co � INDIRECT f1D r 0 o DRAIN HASTE BY 1/2/ BIB - �1/2" HW I/2' W I Q U.- HEATER W MANUF. �_ - - - LL O L_J \ - - - - � WIC W U v2 Gw I i SET HEATER THERMOSTAT TO 120 F w I/2� I I I BEDROOM 3 J J w WATER HEATER DETAIL , G,�, 2, REF' 1 " Gw I" G I HW I (D cQ cn N.T.S. 1p� I/2 I/2, D� II I Z Mo N IOC Y I rn 0 a cps I/2� GHI N v �, IC 3 I ALLERYI �� I I ; project NEN 1 1/4" POTABLE SH�IR TAP o ,I/ G� / \ \ s ~ ��1 - - I" H- Y - I I - - I I, I �I" HH I" HW .OFF �� - I - � - �� - -�t - C� # ARCHITECTURAL SUUTVE I G I I Gw I CW ewH NEW I" HATER M METER G r� VAS AT H 2 L — — — J I I SHUT-OFF /2 \ / OO f \�I , ' VALVE LAU N BAGKFLOW I A 1' G \ �, I 11, GW f N FGOV 1/21, ON 1/2 HW I I , Architecture 2 � � BPG��EOTE TER I s.o.v. 2' G PT� PRE TER ATE s) I I Y M H.B. w/5.O.V. I/ B , ��, , �A �A II I I �, Planning 8 VAC BKR TUB 1 I OORDI TII IT DRYER �7r �GFOYER r1C \ � � UT OFF 300 AveSu to 260 of ampions WATER SERVICE CONNECTION DETAIL _ UDR s�A��E BACK FLON NTER N.T.S. \.v �P 2 CAR GARAGE 1/2 GW ��PREVETER Palm Beach Gardens, Florida 33418 Phone 561.202.6990 ��, yISOR I/2' BIB �� ROFI I Fax 561.296.2494 �PGy FATE ) I I.. GW archstudiofl.com SUP ORDIO I1IES BEDROOM 2 WATER SUPPLY DIAGRAM I' OAI CIT� UTI� I I I" HATER METER (COORDINATE W/ N.T.S. CITY UTILITIES) drawing PORCH I 11 PLUMBING 1 wM 1 I PLAN SHUT-OFF VALVE I" GW SUPPLY FROM Sheet MAIN.(GOORDINATE W/CITY UTILITIES) P_ 1