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HomeMy WebLinkAboutBUILDING PLANS+i o DD V RULJ DLJVO ABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING ACOUS. ACOUSTICAL HDWD. HARDWOOD RWD, REDWOOD ADJ. ADJUSTABLE HOWE. HARDWARE RW.L. RAIN WATER LEADER At, ALUMINUM HGT HEIGHT S.C. SOLID CORE APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE BD, BOARD I.D. INSIDE DIAMETER SHT. SHEET BLDG. BUILDING INCAND. INCANDESCENT SIM. SIMILAR BILK. BLOCK INSUL. INSULATION SQ. SQUARE BOT BOTTOM INT. INTERIOR SST. STAINLESS STEEL CAB. CABINET JT. JOINT STD. STANDARD CER. CERAMIC LAM. LAMINATE STL. STEEL C.I. CASTIRON LAV. LAVATORY STOR. STORAGE CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSR SUSPENDED CONC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL CONN, CONNECTION MET. METAL T.C, TOP OF CURB CONT. CONTINUOUS MFR. MANUFACTURER TEL TELEPHONE CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVI DECOR. DECORATIVE MISC. MISCELLANEOUS THK, THICK DET, DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DIA. DOUGLAS FIR MTO, MOUNTED T.O.FR. TOP OF FRAMING DIM. DIAMETER MILL. MULLION T.O.L. TOP OF LEDGER DN. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE D.S. DOWN NO, NUMBER TO.PL. TOP OF PLATE_ DWG, DOWN SPOUT N T.S. NOT TO SCALE TYP. TYPICAL EA, DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE EL. EACH OBS, OBSCURE VERT. NOTED VERTICAL ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE ELEC. ELEVATOR O.D. OUTSIDE DIAMETER V.G.D.F. VERTICAL. GRAIN EO, ELECTRICAL OFF, OFFICE W/ WITH EXH. EQUAL OPNG. OPENING W/O WITHOUT EXP, EXHAUST OPP. OPPOSITE W.C. WATER CLOSET EXT. EXPANSION PL. PLATE_ WD. WOOD EXIST. EXTERIOR PLAS. PLASTER WDW. WINDOW F.F. EXISTING PL.YWD. PLYWOOD W.H. WATER HEATER FLASH. FINISH FLOOR PR, PAIR WSCT. WAINSCOT FLUOR_ FLASHING PRCST PRECAST WT. WEIGHT FT. FLUORESCENT P.T.D.F, PRESSURE SYMB, SYMBOLS FTG. FOOT/FEET PTN. TREATED & AND GA. FOOTING Q,T. PARTITION ANGLE GALV. GAUGE RAO. QUARRY TILE @ AT GL. GALVANIZED REINF. RADIUS 4 CENTER LINE GR. GLASS REQ. REINFORCE 0 DIAMETER OR ROUND GYP. GRADE RM. REQUIRED # POUND OR NUMBER H.B. GYPSUM ROOM HOSE BIBB 0000000 LJ D/KD ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FLORIDA 33444 TEL: 561.243.0799 CONTACT: PERCY MEJIA EMAIL: PERCY@STOFFT.COM STRUCTURAL ENGINEER PROJECT CLASSIC LLC 7318 TEXAS TRAIL BOCA RATON, FL 33487 TEL. 954-667-7803 CONTACT: FARID ABUGATTAS EMAIL: FARID@PROJECTCLASSIC.COM r IV AM L W-UN"P a U, ET"Ah.111 .11 00000J � L D�DMGcD tO�©L00 La►00 C D[Di000 C D _ )�J1j EJOT_ -',j ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR K IN CONFORMANCE WITH THE FINAL SOILS. COMPACTION AND A. PERFORM ALL WORK A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN NATURE. � - A. ALL BEAMS INSTALLED WITH CRQW<`. U UNLESS O"THERWISE NOTED, CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR GEOLOGICAL REPORTS. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE BEAMS SHALL BE INSTALLED WITH CROW ".4 DOVON. APPROVED EQUATE THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE FINAL . FB = 1.150 PSI FV = 90 PSI E = 1.600,000 PSI AND PRESSURE TREATED FOR USE AGAINST THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE F B, FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE ANT} MASONRY. CARRY THE WORK W ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE BEARING CAPACITY U F 2500 P SF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. BEARING POINTS ETC. CAN BE P�1001FIED ONLY AFTER OBTAINING FROM 1 NG PERMISSION PROM THE C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS SHALL PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND MAKE UNLESS OTHERWISE NOTED. B, ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR - P HAS B':-.. N COMPLETED L TED AND APPROVED, D C. AFTER STANDARD GLEANING AND GRUBBING ON E Q E STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING TRUSS CODES AS SPECIFIED BELOW': EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. � APPLY VIBRATORY CE3MPAC70R WITH AMINIMUM -OF FOUR PASSES. DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR 7U POURING OF D. ALL SUB -SILLS, OVER 6'-O" IN LENGTH SHALL B�.r DOUBLE 2"X4"s. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; FOUNDATION, NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR CODES: D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE E. DOUBLE 2"X4"s, SPIKED TOGETHER .,# 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE 8, WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED SPECIFICATION. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE PERFORMED FOR EA6N 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OTHERWISE ON PLANS, LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY INCHES BELOW THE (,OMPACTED SURFACES. RESULTS OF PROCTOR TESTIS) AND FIELD FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED, GRADE LUMBER AND ITS FASTENINGS, BUILDING, ZONING. ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER. C. DESIGN; FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. All LUMBER IN DIRECT CONTACT WITH STEELOR CONCRETE SHALL BE. PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERAAI. OR HAVE A GALVANIZED ANCHOR C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS, N THE SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY H E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM 02487-69 CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS, SEAT. 70E NAILING VtHI_L NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. T E ARCHITECT CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. ATTENTION (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE, D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790, INSTALL UNDER ROOFING AND FOR REINFORCED CONCRETE (ACI EDITION). (AMERICAN INSTITUTE STEEL TPI 1-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. CONSTRUCTION) AISC ASDl13th EDITTION.ION. BUILDING CODE REQUIREMENT'S AND BUILDING CODE 2017, PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-13/TMS 402-13). BUILDING THE PASSAGE OF WATER BEHIND THE FRAME. INSTAL. L. SILKA KRAFT PAPER AT EXTERIOR E PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONCRETE: CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. OF AMERICAN PLYWOOD ASSOCIATION. CONSTRUCTION (ANSI/NFOPA NDS-2015). CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND A. GENERAL: ALL CON H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL. B. THESE_ PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF ACI. 318-14. A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN HAVE AT LEAST A DOUBLE STUD POSTAT ALL ENDS, CORNERS AND EACH SIDE OF ALL F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD REQUIREMENTS THE FLORIDA MODEL ENERGY CODE, CONTRACTOR SHALL B. PORTLAND CEMENT: ASTM C-150 TYPES I OR IL LONALKALI, SILL TESTED AND SHALL BE IN ACCORDANCE WITH ACI 530-13/ASCE 5-13,7MS 402-13. BUILDING CODE WINDOW AND DOOR OPENINGS. WITH I7S GRAPE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN SE CERTIFIED. REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE PIECE WITH DN_f ECTS SHALL NOT BE USED REGARDLESS OF GRADING. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN REQUIREMENTS FOR MASONRY STRUCTURES. I. ROOF SHEATHING: /32" THICK STANDARD PLYWOOD SHEATHING; EXTERIOR GLUE, C-D 0.2 PERCENT. GRADE. 4 PLY, IDES 24/4/0, APA GRADE TRF;OEMARKED: APPLY WITH FADE GRAIN G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (G-C) B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS EXT-DFPA, STRUCTURAL 1 (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. PERMITS: C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC DOMESTIC IN WALL REINFORCING, LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND OR OTHER DELETERIOUS MATERIALS. CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING D. AGGREGATES' ASTM C-33 FOR SLABS ON GRADE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY DOORS AND WINDOWS: AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL. HOLES IN E. SAND: ASTM C-33 FOR SLABS ON GRADE. REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS JOB CONDITIONS: F. FOUNDATIONS: INSTALL AS PER THE STRUCTURAL DING'S, OR AS AMENDED BY THE C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 SIF IN THAN I%` THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE. PROTECTION RATING FINAL SOILS REPORT. ATTICS FOR AREAS OVER 3,000 S/F' NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. VERTICAL. TO ALIGN WITH BLOCK CORE. A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND 1 G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS H. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL .SUCH AS BUT NOT LIMITED TO. STUD 1VALLS. FURRED SPACES. SOFFITS, DROP CEILINGS, SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: AFTER CLEANING AND INSPECTION. COVES, STAIR STRINGERS (TOP AND BOT-I 0M) OPENINGS FOR VENTS, PIPES, DUCTS, OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. BIDS SHALL. NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE SPREAD AND WALL FOOTINGS 3000 PSI COLUMNS AND WALLS 3000 PSI E. MASONRY UNITS SHALL BE ASTM C-90 TYPE If WITH MINIMUM COMPRESSIVE STRENGTH CHIMNEYS, FLOOR JOISTS OR TRUSSES. C. DOORS, BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION BEAMS AND SLABS 3000 PSI OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF SHOP DRAWINGS: GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. USE REGULAR WEIGHT CONCRETE. MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED CLASSIFIED AS CATEGORY It AND SHALL BE CAPABLE OF WITHSTANDING A 400 B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO 1. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. A. THE CONTRACTOR SHALL SUBMIT'HREE COPIES OF ALL SHOP DRAWINGS, ALL FOOT-POUNDIMPACT TEST NOT SCALE DRAWINGS. SLUMPS & AGGREGATE REQUIREMENTS: F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION D, THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, LOCATION SLUMP MAX. AGGREGATE FUZ 11717$ TP7_ 5A$i�i A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS C, IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING COLUMNS 5"±i" ASTM#57 STRENGTH IS REQUIRED FOR THIS PROJECT. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SURROUNDING TUB &SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUC:TURAL., MECHANICAL, AND BEAMS AND SLABS 5"±1" ASTM #57 FILLED CELLS Wtl" ASTM 98 PEAROCK G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM GLAZING PRODUCTS. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND TIE SMS & TIE COL'S 5'tt" ASTM 48 PEAROCK SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHPLL PROVIDE SHOP DRAWINGS, E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN PILES 8"±1" ASTM #8 PEAROCK TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJF_CT. SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 50" ABOVE WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE THERMAL MOISTURE PROTECTION: THE FLOOR 4F THE TUB OR SHOWER. CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, REINFORCING STEEL: H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) A7 SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. A. INSULATION: INSULATION SHALL BEI PROVIDED AND INSTALLED PER FBC 2017 ENERGY F, EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF CONSERVATION CODE. PRESCRIPTIVE. REQUIREMENTS INCLUDE: TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED 1. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2, SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" BY THE AMERICAN CONCRETE INSTITUTE. EXCEPT WHERE MORE EXACTING QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST AND 2ND MASONRY WALLS A MINIMUM OF R-4 INCUMATE ZONE 1, R-6 IN CLIMATE ZONE 2. ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLOOR TIE BEAM. "SPECIFICATION FRAME WALLS A MINIMUM OF R-131N EOTH CLIMATE ZONE 1 & 2. I NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" VERIFY REQUIRED INSULATION VALUE> TO BE INSTALLED AGAINST FBC ENERGY G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION, CONSERVATION ENERGY CAI_CULATIC:NS AS SUBMITTED. CODE, WORK NECESSARY TO COMPLETE CONSTRUCTION: SLB ON VA BARRIER 2"IELEVATEDIY") 'BEAMS COLUMNS ' FORMED CONCRETE BELOW GRADE 2" STRUCTURAL STEEL: B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY H. ALL. NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND 1 A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE * UNFORMED BELOW GRADE 3" ARCHITECT/DESIGNER. INSTALLATION BE PER MANUFACTURER'SM N O a ECO ME DATIONS C SHALL PROVIDE AT LEAST ONE BATHROOM T TOWNHOUSES SHE LE R WITH MAX. POSSIBLE' AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.LC' (NOT IN CONTRACT) . FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP WORKMANSHIP: WORK SHALL COMPLY WITH A LRFD 13TH EDITION, UNLESS MORE AND FLORIDA BUILDING CODE 2G17. AC" THE COMPLETION WORK, THE D PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A 'WALLS 2" CLEAR OUTSIDE FACE, 1 V2" CLEAR INSIDE E CON EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. INTHE SHALL FURNISH A ROOFERS 7VRiTTEii GUARANTEE COVERING WORKMANSHIP. MATERIAL . MATERIAL DOOR THAT HAS A MIN. 29" CLEAR OPENING. CLEAN UP /REPAIR: 'SLABS CLEAR AT TOP (INTERIOR), 1 Y" CLEAR AT TOP (EXTERIOR) MANUFACTURERS GUARANTEE FOR P,EPLACEMENT OF THE SAME AT NO COST TO THE A ` BEAMS 1 CLEAR TO STIRRUPS I B, ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH OWNER WITHIN WARRANTEE PERIOD, ♦ �! ® / .. s- " COLUMNS 1 1/2" CLEAR TO TIES 1 THE LATEST AISC CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION 2 A. THE CONTRACTOR SHALT_ MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH C N DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT ON BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY SPECIFICATION A-500 GRADE B A36. ALL. STEEL. TL.161NG &PIPE SHALL. CONFORM 70 ASTM SPECIEF--::]_ (FY=46KSI). ALI_ STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND � /� r 4 �I �L � 'I DD OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT C. REINFORCING MESH: -GRADE WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN �VJ' `y CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. 'AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW DIA), TO D. GENERAL BEAM NOTES: PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING 14ODS SHALL BE E70XX = MASONRY WALL C WALL ABV OR BELOW B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL. ITEMS DAMAGED BY THE 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. ELECTRODES. i r PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. GROUT FILLED CELL IN POTSHELF HEIGHT AS MATCH ADJACENT AREAS AND SURFACES. BEAMS, SECTION AND DETAILS 'I MASONRY WALL ''�' NOTED 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STIR . BEAM PER STANDARD ASTM BENDING DIAGRAM. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE _ POURED CONCRETE __ COL. _ POURED CONCRETE COL. CLIMATE &GEOGRAPHIC DESIGN CRITERIA: IN MASONRY MASONRY WALL 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.)TO FIT BLOCK WORK AND WINDOW AND DOOR HEADS. TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. _WALL NON -BEARING FRAME _ .__.-!N - - - _- II, 1 NON -BEARING FRAME A. PER 2017 l), SUBJECT DAMAGE'FROM ( 5) DROP F TIE MS, AS NDOW & HEADS (28" MAX. BEAM PLUMBING FIXTURES; .:J_ ! - WEATHERING IS CLASSIFIED ASTNEGLIGIBLEABLE ' TERMITE DAMA AGE S CLASSIFIED AS WERY_ DEPTH) & ADD F DROP EXCEEDS 8"U.N.O. NI O. ON PLANS. ) _WALL - __ _ --- ----------'- _ - _,_.__- _WALL_ -----------NONWALL NON -SEARING HEAVY' SEE ADDITIONAL NOTES LINDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION FRAME BEARING WALL INSULATED WALL D00 DJDnnAH[000n b BUILDING CLASSIFICATION: TWO STORY SINGLE FAMILY RESIDENCE FBC 2014 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 503 CONSTRUCTION TYPE V-B WIND LOADS AS PER FBC 2017 EDITION AND ANSI/ASCE 7 10 THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS FOR ADDITIONAL. STRUCTURAL NOTES/DESIGN PARAMETERS) FLORIDA BUILDING CODE 2017 BUILDING DESIGNED AS ENCLOSED, RIGID WIND EXPOSURE CLASSIFICATION_ C WIND SPEED DESIGN: 170 mph _ INTERNAL PRESSURE COEFFICIENT +-0.18 0.85 MEAN ROOF HEICCHT 29'-0" BUILDING CATAGORY 11 ROOF LIVE LOAD: ESE TOP CHORD DEAL) LOAD: _30 15 ESE BOT CHORD DEAD LOAD: 10 ESE FLOOR_ LIVE LOAD. 40 ESE __-_- FLOOR DEAD LOAD: SUPERIMPOSED 25 ESE MIN. SOIL BEARING PRESSURE: -_.-----...----� 2,500 PSF SHUTTERS NO IMPACT RESISTANT ASSEMBLY: YES IS A CONT. LOAD PATH PROVIDED YES COMPONENT & CLADDING YES CODE EDITIONS: Florida Building Code (FBC) 2017 National Electrical Code (NEC) 2011 THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-11, 315-11. LRFD). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC LRFD 13th EDITION. BUILDING CODE REQUIREMENTS AND SPECS FOR MASONRY STRUCTURES (ACI 530-111ASCE 5-051TMS 402-11). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NPOPA NDS-2005, ASP, AF&PA). DD�LJ pI/L_5 -LIB\0 �D UD jDJO 0)0 Iu�1C`°� L �C ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 EDITION. THE CODE. IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC RESIDENTIAL 1. MUST MEET HE REQUIREMENTS AS OUTLINED IN SECTION R4501.17 - RESIDENTIAL SWIMMING BARRIER REQUIREMENT. 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET REQUIREMENT #1 (EXIT ALARMS) OR #2 (SELF -CLOSING, SELF LATCHING DEVICES) OF SECTION R4501.17.1.9. 3. ALL DEVICES OUTLINED IN SECTION R4601 A7.1.9 SHALL BE MOUNTED AT 54" MIN. ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4, THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE REQUIREMENTS SET FORTH IN CHAPTER 45 OF THE 2017 FBC-RESIDENTIAL. 0[DDD 000 O cN` � O O - H- 1 O U) N F�F a Zlz W D. W W I 0 O O 1 ARCHITECTURAL A001 COVER SHEET r` A101 SITE PLAN A201 FIRST FLOOR PLAN A202 SECOND FLOOR PLAN A203 .._... ROOF PLAN - - -____ .:._--_.__._-_.__ - - A204 FIRST FLOOR REFLECTED CEILING PLA_N__ SECOND FLOOR REFLECTED CEILING PLAN T ... ... ...... ATC5 A301 FRONT & SIDE ELEVATIONS A302 ! REAR & SIDE ELEVATIONS xx A303 BUILDING SECTIONS XN A501 WINDOW & DOOR SCHEDULES / SANITARY RISER A502 WINDOW & DOOR DETAILS j A601 TYPICAL WALL SECTIONS A602 TYPICAL WALL SECTIONS -- A701 DETAILS STRUCTURAL S1 FOUNDATION / FIRST FLOOR FRAMING PLAN S2 SECOND FLOOR COLUMN PLAN S3 UPPER ROOF FRAMING PLAN TYPICAL STRUCTURAL DETAILS __..__.... ...._._...__ ... .._......... .. .------- --- ___.._ . --------- ....... _... .._... .. ........ ...__.-__ ._..._... ....__...._ TYPICAL STRUCTURAL DETAILS _ _.___._._ ___. ._.____..._ _._._ ___. S4 S5TYPICA S6 S7 TYPICAL STRUCTURAL DETAILS ELECTRICAL E201 FIRST FLOOR ELECTRICAL PLAN _ I li E202 SECOND FLOOR ELECTRICAL PLAN i REVIEWED FOR CODE COMPLIANT ST. LUCIE/'COUN1 BOCC ��- 0 REVISIONS I3Y L7ATI, CITYCOMMENTS PM 0627 ,. CITY COMMENTS PM 07231 k i ra i •a 9 � ' I c17 ui U 0 zI 7_ Q w O n ' j D� Q LL 7 m F� w UrJ 0 U LU m W®^ CJ V J ® L� 5 Z 7 O � wT4 j� ti0 U W M U Q m I•� O r_ n MAP 2)WCCATION GENERAL: OUTDOOR LIVING & POOL DECK FLOORING MATERIAL TO BE PAVERS OVER CONCRETE SLAB (PER STRUCTURAL DWGS.) OPEN SPACE CALCULATION SQ.FT. PERCENTAGE TOTAL LOT AREA 4,500 SF 100 IMPERVIOUS AREA (BUILDING, PADS, 3,363 SF 74.7 DRIVEWAY, POOL, POOL DECK) PERVIOUS AREA 1,137 SF 25.3 (GREEN AREA) Y U O m FALL PROTECTION REQUIRED: MORE THAN 30" GRADE DIFFERENCE (R312.1) W MIN. 48" HIGH PO BARRIER & GATE TO ME POOL CODE REQUIREMENT - NOTES ON COVER SHEET (EXACT LOCATION & o DESIGN T.B.D.) m 0 I I I I I I ME I 21 II I I 1 ROOF cn PROTECTION: 8" E r1 ° n N ,n I I I I I --------------------------- I I I I I I I I I I I I 1 I I I I I I I I I '�jnllnllaailllOn41111NNNlanllggllNldflWIIII1iiIII111111NWpaaa1111NPIIiIdNInI�II1XInIiII%IaiNIN111111nnflnlNHni119111nN111111Ni1niIW11pnI1111ii1n@Nl4lnininll@II11111nnWIN1a11flnaNN6tINi111@071NINpN41nil1nlaIINW4tItlnlalnliflllllkiltnnllalllllnnlllln�a1n1111ilnlllla}� 1 ��� I�•3�_,j �� al�ll,l �lamnam•Imlianulnnawanmm�nwnuonAllanumunlannnl III,�II�_� .�luvluilnna IIIIIIiIil�ill j !I. '75 � F" - Y IIIIII�I�l1 �aml,�—�nnnnumxnlllllluaminanaamuairuunwnmmnnlnuaunnn�ennnlmm�nmlaunnnnnwnwnmm�unmuunnllluamm�alallnnnnamum 1 . .I I II I `.` 600'0 6 \—ROOF AL •-• • • ILL- • I � I z I U U I a I > I I I I I I I I I I L-------------------------------------------------------------------- x 0 m w YUDRIVI " GO m DO SC c� z 10 -0° n �/ I I I I --------------------------I I I I 00 w N '■1 W NOTE: f REVIEWED FOR FFE +� GRADE EXPRESSED 4® CODE COMPLIANCE IN NAVD ST. LUCIE/�COUNTY BOCC _SITE PLAN 1 /8"= T-0" REVISIONS BY DATE CITY COMMENTS PM 06.27. N F,ECEIVLh JUL 01 °0`9 Sr. Lucie CowntYF P #rmit'ti�ng Job No.1804037D ...'! 912��9 ALL IDEAS, DESIGNS. ARRANGEMENTS. & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & THE PROPERTY OF THIS OFFICE. & WERE CREAtED. EVOLVED. & DEVELOPED FOR USE ON. & IN CONNECTION WITH THE SPECIFIED PROJEC I NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS. OR PLANS SHALL BE USED BY. OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE WHAT SOEVER WITHOUTTHE WRITTEN PERMISSION OF RAINDALL E STOFF I, ARCHITEC US P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENBIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. ® 2018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHIT EC.I'S P A L[17 MIN, 48" HIGH POOL BARRIER & GATE TO MEET POOL CODE REQUIREMENT NOTES ON COVER SHEET (EXACT LOCATION & DESIGN T.B.D.) W W I3. A/C AREA TABULATION A/C - 1 ST FLOOR 1767 SF A/C - 2ND FLOOR 987 SF 2754 SF TOTAL AREA A/C - 1ST FLOOR 1767 SF A/C - 2ND FLOOR 987 SF 2-GAR GARAGE 445 SF BALCONY 94 SF COVERED ENTRY 35 SF COVERED OUTDOOR LIVING 222 SF 3550 SF LOT COVERAGE A/C - 1 ST FLOOR 1767 SF 2-CAR GARAGE 445 SF COVERED ENTRY 35 SF COVERED OUTDOOR LIVING 222 SF 2469 SF REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FIRST FLOOR PLAN REVISIONS BY DATE CITY COMMENTS PM 06.27.19 r - r K-EIVE-D l I ,JUL 01 Luck County 5161 i1 al �q 1 ?n+', ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICA FED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & THE PROPERTY OF THIS OFFICE. & WERE CREATED. EVOLVED. & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS ARRANGEMENTS OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON. FIRM. OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOS, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A A201 2 REVISIONS BY DATE LOT CITY COMMENTS PM 06.27.19 M 0 o N ---�'.F-i.ENrr A,--��--**sA ROOF NOTES: 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) 2. REFER TO STRUCTURAL ENGINEERING'S' SHEETS FOR COMPLETE STRUCTURAL & ROOF INFORMATION. 3. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. 4. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. ROOF PLAN REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC JUL 01L 9 3 I-- I irie County, Par join. a U W LL z O _ J Q r�TT 1� CA C (0 n O Q1 N m 7 r-1 0 J H "I U w U I� m o O Z 0 J v J O N r-1 UL U ill a a� 0 O O U U O� 0 ° o O � O a N N U L 12019 ALL DEAS, DESIGNS, ARRANGEMENTS ,& PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & THE PROPERTY OF THIS OFFICE. & WERE CREAi'ED. EVOLVED. & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECI PIED PROJECT NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALLE STOFFI', ARCHFTEC fS, P.A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED 02010. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. 203' I:J MASTER BEDROOM CLG P +11'-0" 0 N N , + O O v BBO _.. i I` 1 x 6 WOOD, SMOOTH FACE, TO POOL OLIDO O R l klVING LIGHTSV-JOINT TONGUE, ` + & GROOVE CEILING O O O- WET DECK POOL L— CG @1' 0C 4 - y S O-m;VPs I_CioN C_7 111!10 I Ss „@ OVo P F r 'SD'4/_C-_IM MASTABAT CLG @ +10'-0+g -0' O O 11,-2" O Moi�h�a. Oo+gCLG@_+ 1wo 1moo '-Y`o05" 48^RANGETOP @o OO N KITCHEi92' 31/7.1g 2o¢OJ0 II� 0' BREAKFAST CLG @ +11'-0"O O O O O _ N POOLDECK GREAT ROOM CLG @ +11'-0" O O O O O ( r— 7 1 O O i 1 OI I l l l i l l I I I I i l POOL EQUIPMENT OUTLET IN ROOF SOFFIT LL c0 2-CAR GARAGE CLG @ +11'-6" 74 CLG 1R qfVTE CLG @ +11-0' FOYERcF IT ra . I O 11� O N i-i OFFICE/LIBRARY CLG @ +11'-0" O EXF 13 O vP r 5OF CL(� 0 2 1 CONDENSER CONDENSER Lel 0 HDR + 0 5 r/2" 1 x 6 WOOD, SMOOTH FACE, V-JOINT TONGUE, & GROOVE CEILING FIRST FLOOR REFLECTED CEILING PLAN 1 1 /4 -0„ REVISIONS BY DATE r di Lei W H a REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC r .JUN 1 U LY iy ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEOUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. 20 C:\Useis\Perry\i DWG To PDF.pc3 C D' Y WI Z _I it OfIW 0 O a I I '{ TOP OF 2ND FL T.B. -- @+23'-0"ABV FIN. FLOOR NAVD 30.0' 1® BALCONY SLAB ELEVATION Y @+12'-6"ABV FIN. FLOOR I NAVD 19.5' TOP OF 2ND FLOOR @+12'-0"ABV FIN. FLOOR NAVD 19.0' I TOP OF FIRST FLOOR SLAB pp7UM ELEVATION @ r NAVD 7.0' TOP OF 2ND FL T.B. @+23E0"ABV FIN. FLOOR TOP OF BEAM ELEVATION - @+17-TABV FIN. FLOOR TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0" " 11 002 001 W z it LU W a O IL I I I O10 I 006 I 007 ®r V® V® 1z ® 4 F f— � I�I Iy cA tiY I 12 7 F� s R�i1 d1 ¢ - id, -I W ED it Iit W a z Ia I � I i _ TOP OF 2ND FL T.B. I' --_ ......_._ ........__ _... _..- - I � @+23'-0"A8V FIN. FLOOR III NAVD 30. 0' 091 r�rr. 12 - 4 1 C �I 1 TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0" --- _ -- NAVD T0' i I VI /% ,. 1 LFRONT ELEVATION W Z' J H Iir W a O I0- a 12 7 I I � I TOP OF 2ND FL T.B. MI TOP OF 2ND FLOOR @+13'-0"ABV FIN. FLOOR I O15 I d d "�'31y 1��.�]1 I16dA 6ddP jNdy- f I s el Cy � I TOP OF FIRST FLOOR SLAB ___--I—DATUM I ELEVATION@0'-0" RR * • ELEVATION MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 RAISED STUCCO WATERTABLE BAND 010 5 V CRIMP METAL ROOF, NATURAL (GRAY)COLOR 002 SMOOTH STUCCO FINISH 011 POWDER COATED ALUMINUM RAILING 003 RAISED STUCCO TRIM (OPTIONAL PRECAST) 012 CONCRETE PIER, SMOOTH STUCCO FINISH 004 8 1/2" RAISED STUCCO HEADER (OPT. PRE CAST) 013 FIBERGLASS ENTRY DOOR W/ SIDELITE 005 7" RAISED STUCCO BANDING 014 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR 006 RAISED STUCCO SIDING (IN LIEU OF TO HARDIEPLANK SIDING-8-1/4" PLANK) 015 DECORATIVE LIGHT FIXTURE 007 RAISED STUCCO TRIM 016 B" RAISED STUCCO HEADER 008 STUCCO BANDING 4" 017 KNEE WALL 009 RAISED STUCCO FRIEZE BOARD 018 A/C COMPRESSOR REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC RIMSIONS BY DATE Q Irm 1 CITY COMMENTS PM 06,27.19 hl s ® 2 CITY COMMENTS PM 07,23.19 ri 6) MO N ,^ coY / N e c>i S LZ� ■ Qi O - - W C G z h—� c J a12 Q w Qc O c.� o N to to WH � Wcr�Zm c z�� O z L o < � I T U7 V J ® 1 O `� F.IN.nI cn h �'1 O > zO A. 2 3 2o19 ALL IDEAS DESIGNS ARRANGEMENTS, & PLANS INDIOATLD OR REPRESENTED BY I HIS DRAWING ARE OWNED BY. & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED,& DEVELOPED FOR USE ON &IN CONNECT ICiN WIFH THE SPECIFIED PRWECI. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMEN I , OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORA ION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALLE STOFP'T ARCHITECTS PA WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCAI E DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & LONDI HUNG ON THE JOB & THIS OFFICE MUS I BE NO I IFI 1 OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY I HESE DRAWINGS. SHOP DETAILS OF ADEOUAHE SCALE MUST BE SUBMIT TED 10 THIS OFF ICt FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A TOP OF 2ND FL T.B. @+23'-0"ABV FIN. FLOOR 12 4 0 � I TOP OF BEAM ELEVATION @+12'-0"ABV FIN. FLOOR / 17m, 002 001 TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0 010 TOP OF 2ND FL T.B. @+23'-0"ABV FIN. FLOOR 017 011 TOP OF 2ND FLOOR @+13'-0"ABV FIN. FLOOR TOP OF BEAM ELEVATION @+12'-0"ABV FIN. FLOOR 005 008 002 001 TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0" 12 7 F 010 005 171 r- Fil 2 7 12 �7 017 O11 TOP OF 2ND FL T.B. @+23'-0"ABV FIN. FLOOR TOP OF 2ND FLOOR JIII @+13'-0"ABV FIN. FLOOR TOP OF 2ND FLOOR @+12'-0"ABV FIN. FLOOR TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0" LEFT ELEVATION 1 1/4"= 1.O. TOP OF 21 @+23'-0"AE REVISIONS BY DATE a Qi REVISIONS PM 06.25.19 m N OCD M cr-; vll D CD JUL 0I �'" 3 r W I_ I. Lucie Coun6y, _ er f?A!F!D Ln N O O J W I_ 5� z L LL Z O a Q �' Q MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 RAISED STUCCO WATERTABLE BAND 010 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR 002 SMOOTH STUCCO FINISH 011 POWDER COATED ALUMINUM RAILING 003 RAISED STUCCO TRIM (OPTIONAL 012 CONCRETE PIER, SMOOTH STUCCO PRECAST) FINISH 004 8 1/2" RAISED STUCCO HEADER (OPT. FIBERGLASS ENTRY DOOR PRE CAST) 7" RAISED STUCCO BANDING 013 W/ SIDELITE 005 014 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR 006 RAISED STUCCO SIDING (IN LIEU OF TO 015 DECORATIVE LIGHT FIXTURE HARDIEPLANK SIDING-8-1/4" PLANK) FIN.ft7OR RAISED STUCCO TRIM 016 8" RAISED STUCCO HEADER 008 STUCCO BANDING 4" 017 KNEE WALL 009 RAISED STUCCO FRIEZE BOARD 018 A/C COMPRESSOR 12 4 a TOP OF 2ND FLOOR / @+12'-0"ABV FIN. FLOOR I TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0" RIGHT ELEVATION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Job No. 1804037D vo ,. Ovj- 19t 0 1201 ALL IDEAS, DESIGNS. ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED. & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS. ARRANGEMENTS, OR PLANS SHALL BE USED BY. OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT. ARCHITECTS. P A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CON TRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02O18. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A 30 TOP OF 2ND FL T.B, @+23'-0"ABV FIN. FLOOR CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) @+12'-0"ABV FIN. FLOOR TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'4" TOP OF 2ND FL T.B. @+23'-0"ABV FIN. FLOOR TOP OF 2ND FLOOR @+13'-0"ABV FIN. FLOOR TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0' BOND BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) SEE TYPICAL WALL SECTIONS FOR ROOF INSULATION DETAILS & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) SEE TYPICAL WALL SECTIONS FOR ROOF INSULATION DETAILS BOND BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) TOP OF 2ND FL T.B. @+2T-0"ABV FIN. FLOOR ' TOP OF 2ND FLOOR @+13'-0"ABV FIN. FLOOR TOP OF 2ND FLOOR @+12'-0"ABV FIN. FLOOR TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0" TOP OF 2ND FL T.B. @+2T-0"ABV FIN. FLOOR CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) TOP OF 2ND FLOOR @+13'-O"ABV FIN. FLOOR TOP OF BALCONY @+12'-6"ABV FIN. FLOOR TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'4" SECTION A SECTION B 1/4"=1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY llwww REVISIONS BY' DATE N CITY COMMENTS PM 06.27,19 r Ln 0 V E D it N I JUL 0 _"1 3 uele Enn�Pw1 nr�cF�uft.igq+ o J) m z O J Q m 0 n a) Q J u U Y��y1J W Uco 1 ~ O W z 3 O z 0 O � w W U U U N G 0 I U 0 F.L. O � O 7O OU m C) JUL 01201 ALL IDEAS DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & THE PROPERTY OF PHIS OFFICE & WERE CREATED EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS. ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TOANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT. ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. ® 2018 ALL RIGHTS RESERVED RAN CALL STOFFT ARCHITECTS P A. 303, t. a c'i C> O ca ri N �- iA -�} O 6_ u. .� O CASING BY G.C. 1 X4 PIT. BUCK W/ 1/4" DIA. x WOOD CASING, PAINT GRADE 1-3/4" EMBED. @ 12" O.C., 6" E.E. (VERIFY w/ G.C.) PROVIDE 2-1/4" MASONRY 1X6 P.T. NAILER WOOD STUD PARTITION w/ PROVIDE SHIMS AS REQUIRED EDGE DISTANCE GYPSUM WALLBOARD WOOD DOOR DRYWALL SEE (SEE DETAIL SHEET) WOOD STUD PARTITION w/ (SEE DOOR SCHEDULE) WALL SECTIONS JAMB EXTENSION AS NEEDED GYPSUM WALLBOARD ATTACH DOOR FRAME BLOCKING AS REQUIRED (SEE DETAIL SHEET) WOOD CASING, PAINT GRADE (VERIFY wl G.C.) LATEST N A PROVIDE SHIMS AS REQUIRED STOP P DOOR STOP APPROVALS PRE -HUNG WOOD DOOR FRAME IMPACT RATED EXTERIOR 0 CASING, PAINT GRADE WOOD DOOR STOP BEYOND DOOR (NOT FRENCH) PER (VERIFY w/ G.C.) 12" NIMUM' r LATEST NOA PRODUCT FINISH FLOOR VARIES BY APPROVAL PRE -HUNG WOOD DOOR FRAME IROOM DOOR STOP (VERIFY SPEC's wl G.C. STONE OR BRICK BLOCKING AS Ri �mCONCRETE THRESHOLD WOOD DOOR NOTES: FLOOR SLAB (SEE FLOOR PLAN) PRE -HUNG WOOD (SEE FOUNDATION PLAN) STUCCO RETURN 0 1.VERIFY w/ G.C. IF SOUND DOOR FRAME V NOTES: INSULATION WILL BE REQUIRED. STUCCO FINISH WOOD DOOR II (SEE ELEVATIONS) TREMCO 250 FLUID APILLIED I.VERIFY w/ OWNER IF SOUND 2. VERIFY HINGE SIDE wl FLOOR PLAN. (SEE DOOR SCHEDULE) NOTES: WATERPROOFING AROUND INSULATION WILL BE REQUIRED. FILLED CELL OR POURED PERIMETER OF ALL DOOR 1.VERIFY w/ G.C. IF SOUND COLUMN BUCKS. MEMBRANE TO 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM 2. VERIFY HINGE SIDE w/ FLOOR PLAN. HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL *CAULK AS REQUIRED 1Y2"=V-10" *CAULK AS REQUIRED 1)/2"=V-0" *CAULK AS REQUIRED 1y2"=V-0" DOOR OU76WN3 JAMB DETA0L iryp. mnnnR Dam mEw mrML M Tylp. OWEFHOH DOORJAMB DMU- W TYP� ONTEMOR DOOR THRESHOLD DETAIL — PRECAST LINTEL OR CMU WALL OVER PRECAST INDICATES SKIM COAT LINTEL OR POURED CONC.— PRECAST LINTEL OR r PRECAST LINTEL OR POURED BEAM BEAM, SEE STRUCT. PLASTER w/ SMOOTH POURED BEAM POURED BEAM _R (SEE STRUCTURAL FINISH (SEE STRUCTURAL DWG's) (S (SEE STRUCTURAL DWG's) (S STUCCO FINISH DWG's) 2X6 P.T. BUCK W1 Y4" STUCCO FINISH STUCCO FINISH (SEE ELEVATIONS) TAPCONS W1 WASHERS 1Y," (SEE ELEVATIONS) ELEVATIONS---. STUCCO FINISH EMBED @ 8" O.C. MAX, 2" 4 DRYWALL SEE (SEE ELEVATION— FROM CORNER S) 4 WALL SECTIONS TREMCO 250 FLUID APILLIED STUCCO SURROUND DRYWALL SEE TREMCO 250 FLUID APILLIED DRYWALL SEE WATERPROOFING AROUND z 1X6 P.T. NAILER (SEE ELEVATIONS) WALL SECTIONS WATERPROOFING AROUND WALL SECTIONS PERIMETER OF ALL DOOR •Yo A TREMCO 250 FLUID APILLIED 2 PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO 3Y4 IN CORNER BEAD 2 AROUND WATERPROOFING AROUND 1X6 P.T. NAILER BUCKS. MEMBRANE To 3Y�o 1X6 P.T. NAILER 04 EXTEND 12" MIN. FROM 1 CASING BY G.C.PERIMETER DOOR OF ALL DOOR• 1 EXTEND 12" MIN. FROM CASING BY G.C. HEADER, JAMBS AND SILL 0• BUCKS. MEMBRANE TO HEADER, JAMBS AND S BOTH SIDES,TYPICAL DRIP KERF IN pm—1 -- _To EXTEND 12" MIN. FROM FROM BOTH SIDES,TYPICAL. Ib JAMB EXTENSION AS STUCCO RETURN STANDARD 2" TRACK, D SILL ON HEADER, JAMBS AND SILL ON CASING BY G.C. 6 JAMB EXTENSION AS NEEDED NEEDED STUCCO SURROUND TORSION SPRING IL BOTH SIDES,TYPICAL '4 1 X4 P.T. BUCK W1 1/4" (SEE ELEVATIONS) OPERATED O.H. GARAGE DOOR. I X4 P.T. BUCK W/ Y4" TAPCONS IY4" EMBED @ 8" O.C, MAX, 2" 1 X4 P.T. BUCK W1 1/4" DIA. x STUCCO SURROUND & 1-3/4" EMBED. @ 12" O.C., 6" E.E. & I DIA, x 1-3/4" EMBED. @ STUCCO SURROUND & WD. MOULD OVER & STUCCO SURROUND& FROM CORNER RETURN PROVIDE 2-1/4" MASONRY ROUND RETURN 12" O.C., 6" E.E. PROVIDE 2-1/4" 1X6 SMOOTH STEEL INSULATED IMPACT CEDAR BD. ( OVER RETURN IMPACT RATED WINDOW, (SEE ELEVATIONS EDGE DISTANCE (SEE ELEVATIONS) MASONRY EDGE RATED OVERHEAD DOOR, 1X FIT. FURRING (SEE ELEVATIONS) INSTALL PER PRODUCT DISTANCE INSTALL PER PRODUCT APPROVAL APPROVAL IMPACT RATED SLIDING TREMCO 250 FLUID APILLIED IMPACT RATED FRENCH DOOR INSTALL PER WATERPROOFING AROUND PERIMETER DOOR INSTALL PER PRODUCT APPROVAL OF ALL DOOR BUCKS. MEMBRANE TO PRODUCT APPROVAL EXTEND 12" MIN. FROM HEADER, JAMBS y4'l —7a AND SILL ON BOTH SIDES,TYPICAL. %"=V-13" *CAULK AS REQUIRED 'CAULK AS REQUIRED 1 1-0" GARAGE DOOR HEAD DC L TYPPICAL WND OW HEAD D R'ML TYPICAL FRENCH DOOR HEAD DDEUL 6" MIN. NOTES: 1X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. INDICATES SKIM COAT PLASTER W/ SMOOTH FINISH co 6" MIN. OVERLAP 6" MIN OVERLAP 1. CAULKING, SEALANT, ADHESIVE, PROVIDE 2-1/4" MASONRY CASING BY G.C. EDGE DISTANCE 2X 6 P.T.BUCKTAPCONS 2X6 P T. BUCK W/ Y4" TAPCONS W1 WASHERS IY4" K W/ Y�'TA C' P IX4 P.T. BUCK W/ 1/4" DIA. x CASING BY G.C. 1-3/4" EMBED. @ 12" O.C,, 6-1 E.E. I X4 P.T. BUCK W/ 1/4" DIA. x CASING BY G.C. 1-3/4" EMBED. @ 12" D.C., 6" E.E. OR GASKET SEALS WINDOW ED EMBED @ 13" 2" FROM CORNER EMB B ED 8� 2 @ O.C.00*M MAX,X, PROVIDE 2-1/4" MASONRY PROVIDE 4" MASONRY FRAMING AND WALL JOINTS TO 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED EDGE DISTANCE 1X16 P.T. NAILER EDGE DISTANCE FORM AIR BARRIER. 2" RECESS IN CONCRETE 1X6 P.T. NAILER DRYWALL SEE IMPACT RATED SLIDING DRYWALL SEE JAMB EXTENSION AS NEEDED DRYWALL SEE 2. THESE PRINCIPLES ARE ALSO SECTIONS WALL SEC NS DOOR INSTALL PER WALL SECTION S WALL SECTIONS7 JAMB EXTENSION AS NEEDED M I TU I APPLICABLE TO DOOR OISTU BARRIER m PRODUCT 7 STEEL INSULATED IMPACT RATED INTERIOR SILL BY G.C. OVERLAPPE 0 DIRECT WEATHERPROOFING. - OVERHEAD DOOR, IMPACT RATED FRENCH W C MOISTURE AWA om REA A MOISTURE Y�? INSTALL PER PRODUCT APPROVAL IMPACT RATED WINDOW, DOOR INSTALL PER TRUCTURE/FRAMI S STRUCTU i Mi STRUCTURE/ INSTALL PER PRODUCT PRODUCT APPROVAL 12" MINIMUM' WD. MOULD R 1X6 SMOOTH CEDAR APPROVAL 12" MINIMUM'BID. OVER 1X PIT. FURRING 12" MINIMUM' HEAD CASING/ THRESHOLD STONE OR BRICK TREMCO 250 FLUID APILLI ED WATERPROOFING AROUND PERIMETER OF EXTERIOR STUCCO SILL STONE OR BRICK THRESHOLD TRIM hilt TREMCO 250 FLUID APLUED ALL DOOR BUCKS. MEMBRANE TO EXTEND STUCCO SURROUND & STUCCO 0 SURROUND & WATERPROOFING AROUND 12" MIN. FROM HEADER, JAMBS AND SILL RETURN RETURN "MIN. PERIMETER OF ALL DOOR ON BOTH SIDES,TYPICAL. (SEE ELEVATIONS) (SEE ELEVATIONS) STUCCO FINISH BUCKS. MEMBRANE TO STUCCO FINISH STUCCO RETURN S FINISH STUCCO F TREMCO 250 FLUID APILLIED STUCCO FINISH (SEE ELEVATIONS) EXTEND 12" MIN. FROM (SEE ELEVATIONS) (SEE ELEVATIONS) (SEE ELEVATIONS) WATERPROOFING AROUND (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED FOLDED OR WINDOW UNIT HEADER, JAMBS AND SILL ON CORNER BEAD PERIMETER OF ALL DOOR WATERPROOFING AROUND SOLDERED FILLED CELL OR POURED BOTH SIDES,TYPICAL. FILLED CELL OR POURED STUCCO SURROUND FILLED CELL OR POURED BUCKS. MEMBRANE TO FILLED CELL OR POURED PERIMETER OF ALL DOOR SILL FLASHING COLUMN COLUMN (SEE ELEVATIONS) COLUMN EXTEND 12" MIN. FROM COLUMN BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM (SEE STRUCTURAL DWG's) STUCCO SURROUND & (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG'S) HEADER, JAMBS AND SILL ON (SEE STRUCTURAL DWG's) HEADER, JAMBS AND SILL ON JAMB CASING/ TRIM SILL (SLOPED TOP) RETURN (SEE ELEVATIONS) BOTH SIDES,TYPICAL BOTH SIDES,TYPICAL. OVERHANGS APRON +/- 1" *CAULK AS REQUIRED 1Y2"=1'-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED %'l *CAULK AS REQUIRED 1y2"=Vl SLODONG GLAZE DOOR JAMB DEU5 L [P GARAGE [DOOR JAMB DE7A1 K 7YRICAL FRENCH DOOR JAMB DE-ML 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY THE 2017 FBC-BUILDING AND ALL APPLICABLE CODES. SLIDING GLASS STUCCO DOOR JAMB EXTENSION 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & ALUMINUM DOOR SILL RISER (SEE MFG. SPEC's) MOULD & 1X6 SMOOTH CEDAR BD. EXTENSION JAMB 7 AS NEEDED DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. SLIDING GLASS DOOR IMPACT RATED WINDOW, (SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR AS INSTALL PER PRODUCT STUCCO IMPACT RATED 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY TO FINISH OUT FLUSH STUCCO SURROUND APPROVAL EXTENSION JAMB ALUM. FRENCH DOOR GAIN. ATTACHMENT PER w/SLIDING GLASS DOOR SILL BEYOND & ALUM. THRESHOLD, MFG. SPEC's RISER (SEE ELEVATIONS) STUCCO SILL I X4 P.T. BUCK W/ 1/4" DIA. INSTALL PER 4. ALL WINDOWS & EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN EXTERIOR FLOOR (SEE ELEVATIONS) x 1-3/4" EMBED. @ 12" O.C., PRODUCT APPROVAL COEFFICIENT (SH13C) AND `U' FACTOR VALUES AS INDICATED IN THE ENERGY FINISH/ I CONCRETE FLOOR SLAB ISSLOPE STUCCO RETRUN 6" E.E. TREMCO 250 FLUID APILLIED CALCULATIONS.(SEE (SEE FLOOR PLAN) STRUCTURAL DWG's) DRIVEWAY PAVERS PROVIDE MASONRY WATERPROOFING MEMBRANE AROUND PERIMETER OF ALL DOOR 1X P.T. BUCK W//a" 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED . (VERIFY W/ GC.) SL PE EDGE DISTANCE TREMCO 250 FLUID APILLIED BUCKS. MEMBRANE TO EXTEND TAPCONS 1Y2'EMBED @ 12" O.C., 2"MAX F OL�: WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ` 2Yqu SILL & APRON BY G.C. WATERPROOFING AROUND 12" MIN. FROM HEADER, JAMBS FROM CORNERS. ARCHITECT. — " % % PERIMETER OF ALL DOOR AND SILL ON BOTH SIDES,TYPICAL - 4 IF BUCKS. MEMBRANE TO z FINISHED FLOOR, BY 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS. .A 1, 1A EXTEND 12" MIN. FROM STONE OR BRICK PAVERS, OWNER HEADER, JAMBS AND S 1X6 P.T. NAILER SILL ON RISERS & THRESHOLD (TYP) 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING A 4 INDICATES CONCRETE SLAB BOTH SIDES,TYPICAL. DRYWALL SEE WALL MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW '. OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION. . � . I (SEE STRUCTURAL DWG's) SECTIONS 4. 3 Y4"RECESS CONCRETE 8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS, .4 Y STEEL INSULATED IMPACT STUCCO FINISH (SEE ELEVATIONS) cn ELI z Lij < SLAB TYP. MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. RATED OVERHEAD DOOR, POURED CONCRETE SILL U) a 1" RECESS @ DOOR CONCRETE FLOOR INSTALL PER PRODUCT (SEE STRUCTURAL DWG's) "3y2. THRESHOLD 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE SLAB APPROVAL q WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR 81, MAXIMUM PRIVACY, *CAULK AS REQUIRED 1Y2"=1'-0" *CAULK AS REQUIRED %'l *CAULK AS REQUIRED *CAULK AS REQUIRED EKMER0M WNDOW & DOOR GENERAL N07ES 3 � SUDN a GLASS DOOR BOLLDIEU�L mE DOORBOLL DEU�L J TYMCALWI]NOVINSTIFLUEMML T'l- FRENCH DCQ)O0 R EAD13LE DE-Lr,%� r1lilcuirwED FOR � A C:\Users\Percy\OneDrive - Stofft Cooney Architects, Inc\O - AVALON\AVALON BEACH - Lot 6\Sheet Files\AVALON 6A502 - WD Details.dwg, 6/5/2019 12:30:28 PM, DWG To PDF.pc3 CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISIONS BY DATE W� QI -eel U U I w� O O aim um 11mmm 'Man Job No. 1804037D (as AJUN ALL IDEAS DESIGNS, ARRANGEMENTS A PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE PROPERTY OF THIS OFFICE A WERE CREATED EVOLVED, A DEVELOPED FOR USE ON & IN CONNECTION WITH THESPECIFIED PROJECT NONEOF SUCH IDEAS DESIGNS ARRANGEMENTS OR PLAINS SHALL BE USED BY, OR FOR ANY PURPOSE WHATSOEVER WITHOUT THE MITTEN PERMISSION OF RANDALL E. STOFFT ARCHITECTS P A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS 50 NOTED. 0 2018 ALL RIGHTS RESERVED ARCHITECTS P A 502 TYPICAL OUTRIGGER DETAIL 3"=1'-0" C:\Users\Percy\One Drive - Stofft Cooney Architects, Inc\0 - AVALON\AVALON BEACH - Lot 6\Sheet Files\AVALON 6_A601 - Wall Sections.dwg, 5/10/2019 5:32:15 PM, DWG To PDF.pc3 STANDING SE1 ATTACHED PE NOA OR PROD OVER 30# BUII TIN -TAGGED T EXPOSURE1F SHEATHING UPLIFT & LATE HURRICANE S' (SEE STRUCTE 1 OR 2 COURS BOND BEAM (SEE STRUCTE IilL TOP OF BEAM (T.O.B.) _ VARIES, SEE ELEVATIONS PAINTED GAL\ DRIP EDGE FL. P.T. 1x2 OVER 2 x 6 FASCIA E MIN. 1/4" DRIP 6"WIDE x6"DI FOAM OUTRIG (SEE DETAIL # SHEET A501) HI -RIB METAL STUCCO NON - SOFFIT 5/ 8" SMOOTH - I . --- _.. ------ SIDING FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1 AL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ 302.9 R OR FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. ROOF OVERHANG NOTES: 1. ROOF SOFFIT IS STUCCO, COMPLYING w/ 1-HR FIRE RATE. 2. FOR SOFFITS OVER 5' SETBACK, FASCIA BOARD TO BE MIRATEC OR SIMILAR, 3. NO PORTION OF THE ROOF OR HOUSE SHALL EXTEND OVER THE PROPERTY LINE. TOP OF BOND BEAM 12'-0" A.F.F. STANDING SEAM METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAP NG (SEE STRUCTURAL WG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL 6WG's) -- -_ —— — — — ---— — — — — — — PAINTED GALVANIZED DRIP EDGE FLASHINP OVER P.T. 1 x2 OVER P.T. 2 x 6 FASCIA BOAR MIN.1/4" HI -RIB METAL LATHE & STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/ 8" SMOOTH STUCCO (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT &REAR ONL FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE � FINISH FLOOR m RUCTURALFOR ALLTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) V-4" 0) r SUCRASEAL (OR APPROVED EQUAL) L6 SPRAY FOAM INSULATION SYSTEM APPLIED PER Q MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. I.IJ (SEE INSULATION NOTES, THIS SHE '^ Gy WOOD ROOF TRUSSES @ li 24" O.C., MAX. Lu (SEE TRUSS LAYOUT & 0. ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP P.T. 1x2 WOOD FURRING @ 24" O/C 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) MIN, R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) TYPICAL EAVE DETAIL 1-1 /2"=V-0" SEERCAL DWG's FOR ALL STRUCTURAL DETAILS 12 7 • 2 A501 SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) ti3. e e e 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL P i III I.III I COMPACTED CLEAN FILL a. —1 (SEE STRUCTURAL DWG's) SEE STRUCTURAL DWG's 1-STORY WALL SECTION 3/4"=1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISIONS BY DATE _ i I i I 1 I IF-�-1 I-1 ^ I--i MMWc/�Z I r ^ H V J O U � W U I O I it O � O EmI EmI Job No. 1804037D r JUN 1 0 L��9. ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS 50 NOTED 0 2018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. A601 STANDING SEAM METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40120, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 12 7 — — — SUCRASEAL (OR APPROVED EQUAL) UPLIFT & LATERAL SPRAY FOAM INSULATION SYSTEM APPLIED PER HURRICANE STRAP NG i' MANUFACTURER SPEC's TO ACHIEVE A MIN. (SEE STRUCTURAL WG's) R-20 VALUE FOR A COMPLETELY SEALED ° MOISTURE & AIR BARRIER. \ (SEE INSULATION NOTES, THIS SHEET) 1 OR 2 COURSES O BOND BEAM (SEE STRUCTURAL 6WG's)� ' � TOP OF BOND BEAM 23'-0" A.F.F' PAINTED GALVANIZED 1 WOOD ROOF TRUSSES @ DRIP EDGE FLASHIN OVER 24" O.C., MAX. P.T. 1x2 OVER P.T. (SEE TRUSS LAYOUT & I 2 x 6 FASCIA BOAR ENGINEERING) �• 1x4 WOOD RATRUNS MIN. 1/4" DRIP — (SEE STRUCTURAL DWG's) V-4" 1/2" GYP. BD. CEILING w/ P. OVERHA 2 TEXTURED FINISH ATTACHED TO UNDERSIDE HI -RIB METAL LATHE & A5o1 OF ROOF TRUSSES STUCCO NON -VENTED (SEE INTERIOR WALL & CEILING SOFFIT FINISH NOTES, THIS SHEET) 6" WIDE x 6" DEEP SEE REFLECTED CEILING P.T. 1x3 WOOD CONTINUOUS FOAM OUTRIGGER FOR ALL CEILING FIRESTOP (SEE DETAIL #3/ DETAILS 1/2' GYP. WALL BD. SHEETA501) w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) SMOOTH STUCCO SIDING P.T. 1x2 WOOD FURRING (FRONT ONL)9 @ 24" O/C FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & MIN. R4.1 FOIL WALL INSULATION, STRUCTURAL DWG's) (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) SMOOTH STUCCO BANDING (FRONT ONLY, SEE ELEVATIONS)—_��� ; WOOD FLOOR TRUSSES @ 24" O.C., MAX. DESIGNED BY REGISTERED FLORIDA ENGINEER (SEE FLOOR FRAMING PLAN) HURRICANE ANCHOR ' (SEE STRUCTURAL DWG's)� INTERMEDIATE TIE BEAM \ I (SEE STRUCTURAL DWG's)� 2nd FLOOR (T.O.S.) i 2x BLOCKING BETWEEN TRUSSES, (SEE STRUCTURAL DWG's) TOP OF BOND BEAM @ EL. +11'-0" A.F.F. -------------------------------------- CONNECTION DETAILS PERPENDICULAR & PARALLEL TO FLOOR TRUSSES (SEE STRUCTURAL DWG's) 5/8" SMOOTH STUCCO FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's)� GRADE SLOPED AWAY ' FROM STRUCTURE FINISH FLOOR @ EL. +0'-0" A.F.F. 00 SEE STRUCTURAL DWG's FOR ALL P STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) • • 3/4" EXP 1 STRUCTURAL 1 PLYWOOD SHEATHING, ATTACH w/ GLUE & 10D RING SHANK NAILS @ 4" O.C. @ PANEL EDGES AND 6" O.C. IN THE FIELD 2x4 BLOCKING @ ALL PLYWOOD SEAMS 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 9 6 MIL VAPOR BARRIER OVER —I TERMITE TREATED WELL COMPACTED CLEAN FILL •' ° el i , — i — (SEE STRUCTURAL DWG's) III =1 =1 !�m THIS WALL SECTION PERTAINS TO FRONT ELEVATION ONLY SEE STRUCTURAL DWG's n 2-STORY WALL SECTION G 3/4"=V-0" C:\Users\Percy\OneDrive - Stofft Cooney Architects, Inc\0 - AVALON\AVALON BEACH - Lot 6\Sheet Files\AVALON 6_A601 - Wall Sections.dwg, 5/ 10/2019 5:31:43 PM, DWG To PDF.pc3 INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2, FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ 302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. ROOF OVERHANG NOTES: 1. ROOF SOFFIT IS STUCCO, COMPLYING w/ 1-HR FIRE RATE, 2. FOR SOFFITS OVER 5' SETBACK, FASCIA BOARD TO BE MIRATEC OR SIMILAR. 3. NO PORTION OF THE ROOF OR HOUSE SHALL EXTEND OVER THE PROPERTY LINE. STANDING SEAM METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAP NG (SEE STRUCTURAL I WG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL 6WG's) TOP OF BOND BEAM 23'-0" A.F.F. PAINTED GALVANIZED DRIP EDGE FLASHIN OVER P.T. 1x2 OVER P.T. 2 x 6 FASCIA BOAR '' MIN. 1/4" DRIP HI -RIB METAL LATHE & STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/8" SMOOTH STUCCO FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) HURRICANE ANCHOR (SEE STRUCTURAL DWG's) INTERMEDIATE TIE BEAM (SEE STRUCTURAL DWG's) i 2nd FLOOR (T.O.S.) @ EL. +13'-0" A.F.F. 2x BLOCKING BETWEEN TRUSSES,) (SEE STRUCTURAL DWG's) TOP OF BOND BEAM @ EL. +11'-0' A.F.F. --- CONNECTION DETAILS PERPENDICULAR & PARALLEL TO FLOOR TRUSSES (SEE STRUCTURAL DWG's) 5/8" LIGHT TEXTURED STUCCO LRIGHT, LEFT &REAR ONLYI FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) iA/2" SLAB RECESS (SEE STRUCTURAL DWG's)� GRADE SLOPED AWAY ' FROM STRUCTURE FINISH FLOOR @ EL. +0'-0" A.F.F. GO IDW E STRUCTURAL G's FOR ALLRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 12 71 / 2 A501 SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP 1/2" GYP, WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) WOOD FLOOR TRUSSES @ 24" O.C., MAX. DESIGNED BY REGISTERED FLORIDA ENGINEER (SEE FLOOR FRAMING PLAN) 3/4" EXP 1 STRUCTURAL 1 PLYWOOD SHEATHING, ATTACH w/ GLUE & 10D RING SHANK NAILS @ 4" O.C. @ PANEL EDGES AND 6" O.C. IN THE FIELD 2x4 BLOCKING @ ALL PLYWOOD SEAMS 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) ° -- 6 MIL VAPOR BARRIER OVER _III D • o° —III TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) ITI�ITI I I Ill=I I II =1l l l' I I I � � Ii Iili-'' SEE STRUCTURAL DWG's 2-STORY WALL SECTION 3/4"= V-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISIONS BY DATE j L _ . I U I�UQ� V J O Omommmom H mm con mom Imm Job No. 1804037D JUN ALL IDEAS, DESIGNS ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, 8 DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS ARRANGEMENTS OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT ARCHITECTS P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. 602 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES, 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE IT" COPPER. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS, COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION, 13. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD ENGINEERING PRACTICE. 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT AT WATER HEATER AS PER CODE. 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17, PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WITHIN 72 HRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED, 18, PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 19. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 20. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 21. CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF A/C TO BE BY OTHERS. PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE40 PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 22. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. 23, WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION. 24. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 25. 1" WATER METER HOOK UP. 26. 1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES. 27. WATER HEATERS TO FULLY COMPLY WITH 2O14 F.B.C. RESIDENTIAL, SECTION P2801 WATER HEATERS' & PLUMBING CODE SECTION P504, 'SAFETY DEVICES'. 28, WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF A THERMAL EXPANSION TANK OR OTHER APPROVED DEVICE BY THE PLUMBING CODE AND/ OR BUILDING OFFICIAL. 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANT METAL) WITH A MINIMUM THICKNESS OF 24 GAUGE. PAN SHALL NOT BE LESS THAN 1.5" DEEP AND SHALL BE OF SUFFICIENT SIZE & SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MIN. DIAMETER OF 0.75 INCH AND OF APPROVED MATERIAL LISTED IN TABLE 605.4. THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. 30. PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER, INSTALL PER CURRENT STATE & LOCAL BUILDING CODES. 31, ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. 32. PER 2014 F.B.C. RESIDENTIAL SECTION P2708.3'SHOWER CONTROL VALVES', INDIVIDUAL SHOWER & TUB/ SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED, THERMOSTATIC -MIXING OR COMBINATION PRESSURE -BALANCE/ THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ASSE 1016 OR CSA B125. THE HIGH LIMIT STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120°F (49°C). 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR N 24" MAX. WATERPROOFING MEMBRANE MUST -WALL (SEE INSTALLATION DETAILS. EXTEND MIN 3" BEYOND THRESHOLDS FLOOR PLANS) 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE N AND ROUGH JAMBS GUY GRAY SPACE SAVER WITH 4" OF THERMAL EXPANSION TANK OR APPROVED DEVICE. DEEP BOX FOR METAL STUD WALL 3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & DID TEMP'D GLASS 1/2" DUROCK PAN DRAIN REQUIREMENTS. N ENCLOSURE BOARD HHOPTPWYTE COLD WATER ** 1/8" MASTIC WATER HAMMER ARRESTOR SUPPLY 1/2" DRYWALL EA. SIDE **SEE NOTE i PROVIDE KNOCKDOWN FINISH FINISH TILE INTERIOR PAINTED DRYWALL SURFACES OR MARBLE CAP z o o HW & CW HOSE CONNECTIONS WATTS BRVT PRESSURE SO (WATTSWIVACOR BREAKERS �- RELIEF VALVE WOOD STUD FRAMING 24" O.C. MAX, ih (WATTS OR EQUAL) @ SHOWER TILE HEAT PRESSURE P.T. 2x4 SILL PLATE SUBSTRATE TRAPS 2 SLOPE TO SLOPE TO RELIEF DRAIN DRAIN Y / FT DRAIN Y /FT (SEE WITH 2" AIR GAP HOT WATER FLOOR PLANS) RETURN a 1/2" HW & CW PIPING T&P TO GROUD CHECK a a _ VALVE / 112" GYP BD. OR CEMENT BOARD (SEE PLAN) a FINISHED WALL RELIEF VALVEAP \�/ -2x4 WOOD STUD @ 24" O.C. MAX. 3„MIN ° &° a a ° 2"DIA.WASTE ° -112" GYP BD. OR CEMENT BOARD (SEE PLAN) FINISHED FLOOR NOTE: 1/2" DUROCK NOTE: W.H. **USE WATER RESISTENT GREEN BD, FOR ALL PAINTED, NON -TILED WALLS NOT IN BOARD FLANGED DRAIN FOR 2"AIR GAP S.O.V. DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER (2) 2X4 WATER TIGHT JOINT BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS P.T. CURB WITH FLOOR SHOWERS & TUB SURROUNDS** NOT TO SCALE NOT TO SCALE 1 1/2"=1'-0" SHOWE I DETAIL WA HNG NMIACMNE COO NNECTDON DEiTAOL WATER NEATER DETAIL s TYFMAL WTIERMH FlA1R7H ON WALL 4 20 ga. METAL FRAMING @ 16" J BEAD VERTICAL WALL PAN FLASHING NAILED TO WALL WITH 30°, 1" RETURN. C.M.U. WALL - REFER TO DRAWINGS FOR DETAILS. 5/8" STUCCO EXTEND ELASTOFLEX SAP UP WALL BEHIND COUNTER -FLASHING MIN. 4". DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 2014 F.B.C, RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1 LOCATION SINK BAR SINK TUB LAV. SHWR. W.C. BIDET W.M. D.W. MASTER BATH 2 2 2 3 BATH 1 2 3 KITCHEN 1 2 UTILITY 1 2 BATH 2 1 2 3 BATH 3 2 2 3 TOTAL COUNT 2 2 6 8 12 2 2 DTAL d.f.u. VALUE = 34 d.f.u.'s O.C. MAX. OR AMRSTRONG DRYWALL GRID SYSTEM - (SUSPENDED FROM QTDI It1TI IRG A' n r I,&AY T 5/8" GYP. BD. FASTENED 6" O.C.@ PERIMETER & 8" O.C. BALANCE EXTERIOR SIDE INTERIOR 1/2" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON P.T. lX2 WD. FURRING @ 24" O.C. MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG'S) NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH 1 1/2"=V-0" 1 1/2"=V-0" AS SHOWERS & TUB SURROUNDS** 1 1/2"=V-0" ROOF AoUMNO CMU WALL 16 12 CMUH(M DETAOL 77 7VMCAL EKMIRUR CMU WALL � j LY 1/2" GYP ED. TYPEMX OR 21" PROVIDE TEST TEE WITH CMU OR CAST IN CEMENT BOARD (SEE PLAN) MIN. ° SCREWED COUNTER- PLACE WALL d ° SUNK ABS PLASTIC PLUG: ° TAPERED -THREAD WITH/ METAL JOIST TRACK TFE JOINT COMPOUND. Vf a COLUMN OR PARTITION AS Fri ° -ED j z SHOWN ON FLOOR PLAN CONCRETE as g CLEANOUT FACE SHALL BE FASTENERES AS a a CMU WALL OR CAST IN INTERIOR 21" WITHIN4" OF WALL REQUIRED--- PLACE CONCRETE MIN. [n ? WHERE CLEANOUT TEE IS SURFACE. PROVIDE PIPE (SEE (SEE STRUCTURAL SPAC CONCEALED IN A CHASE OR EXTENSION IF REQUIRED. / PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND Rl p INTERIOR 1/2" DRYWALL (USE MOLD RESISTANT FLATHEAD MACHINE SCREW. A SPACE DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON P.T. 1X2 WD. FURRING @ 24" O.C. " a MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) @ONE SIDE OF WALL ONLY 2017 FLORIDA BUILDING CODE -RESIDENTIAL CONCRETE FLOOR NOTE: PER SECTION P2705 INSTALLATION, ITEM #5: SLAB "THE CENTERLINE OF WATER CLOSETS OR BIDETS SHALL NOT BE NOTE: CLIP ANGLE, NO LESS THAN METAL METAL JOIST LESS THAN 15INCHES FROMADJACENT WALLS OR PARTITIONS OR PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY JOIST DEPTH MINUS 1/2" (ATTACH CLIP NOT LESS THAN 15 INCHES FROM THE CENTERLINE OF A BIDET TO WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: & TRACK TO CONCRETE w/ EXP. , NOTE: THE OUTERMOST RIM OF AN ADJACENT WATER CLOSET. THERE LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR, ANCHOR BOLTS, OR TAPCONS) **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN SHALL BEAT LEAST 21 INCHES CLEAR IN FRONT OF THE WATER CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER CLOSET, BIDET OR LAVATORY TO ANY WALL, FIXTURE OR DOOR." NOTE: BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 3/8"=110" NOT TO SCALE PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/2"=V-0" SHOWERS & TUB SURROUNDS** 1 1/2"=V-0" TYPOCAL PLUfMI KO RKTURE CLEARANCE 15 WALL CLEAN OUT DETML 11 COUNQ JMST ATTACNEMENT DETAL 6 TVPp CAL �XTEG3MR CMU WALL � P.T. lx3 FURRING NAILER CMU WALL OR CAST IN PLACE ROOF TRUSSES OR CEILING FRAMING CONCRETE VENT W! (SEE PLAN) EXTERIOR STUCCO (SEE STRUCTURAL DWG's) / PERFORATED 3" ABOVE TOP ` CAP C.O. PLUG OF PRIMARY FINISH FOIL WALL INSULATION (SCREWED) DRAIN PAN (SEE ELEVATIONS) (SEE TYPICAL WALL SECTIONS) � A.H.U. TEE1/2" GYP.E FINISH 1 UNION WEATHER STRIPPING (SETYPE ( SE WALL YPE &FLOOR PLANS) CONNECTION TSP +T' AROUND OPENING-� ELBOW TSP +1" (3" MIN.) WOOD CASING A. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN. 1/8" PER FOOT) 1/2" MIN. 'CDX' PLYWOOD PANEL B. DRAIN LINE SHALL BE COPPER TYPE 1" AND INSULATED. LL 1/2" MIN. TYPE'X' GYP. BD, SCREWED TO C. TSP = FAN TOTAL STATIC PLYWOOD PANEL PRESSURE 1/2"GYP. BD. FIN14 (SEE WALL TYPE & FLOOR PLANS) WOOD STUD FRAMING (SEE WALL TYPE & FLOOR PLANS) 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM REVIEWED FOR CHORD OF TRUSS w/ 10d NAILS @ 8 O.C. CODE COMPLIANCE GYP. BD. CEILING ST. LUCIE COUNTY NOT TO SCALE 1 1/2"=1'-0" BOCC 1 1/211=1'-01, PLU MIMMO NOTES CONIDENSATE P-7RAP DETAIL g TYMCAL AT= ACCESS DETADL 5 STUD WALL 70 COO NC IRETE WALL DD ETA�L I Ci\Users\Percy\OneDrive - Stofft Cooney Architects, Inc\0 - AVALON\AVALON BEACH - Lot 6\Sheet Files\AVALON 6_A701 - Details.dwg, 5/10/2019 5:35:�3 PM, DWG To PDF.pc3 R$VOONS DATE I2 ( ,1 w 11-I U � � I r T�i I w O O7 H IF k4l l a NASA amnmriwm wMARM .,T Job No. 1804037D JUN 10 ALL IDEAS DESIGNS ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, - DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, PA. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. ® 2018. ALL RIGHTS RESERVED RANDgLL STOFFT ARCHITECTS P A. 701 REVISIONS I BY I DATE No ELECTRICAL NOTES 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES LOCATE THE METER & PANELS AS REQUIRED. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECTfiNTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 4) ARCHITECT/ INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION, 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. OUTLETS: 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT MANUFACTURER RECOMMENDATIONS. PER 2008 NEC 210.52. 1 V DISCONNECTS FOR POOL PUMP PER 0. POOL 1) PROVIDE DISCONNEC 0 N.E.C.0 6 4) PROVIDE PRE -WIRED TELEPHONE &CABLE T.V. OUTLETS AS SHOWN ON PLAN. PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS CONTRACTOR SHALL PROV C PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PRIOR TO INSTALLATION, ELECTRICAL CONTRACTOR TO MAKE ALL PLANS. (IF APPLICABLE) CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOUSPA EQIUPMENT. 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 12 ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 1/2"CONDUIT UNDER SLAB FROM WALL. DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE SMOKE DETECTORS: ARC FAULT CIRCUIT PROTECTED PER 2008 NEC 210.12(B). 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SHALL HAVE THWN INSULATION. SIMULTANEOUSLY W/ TEMPORAL SOUND. 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. 2) SMOKE DETECTORS TO BE LOCATED MIN 3'-0" FROM: R/A & SUPPLY GRILLS, RATING OF 22,000 AMPS & BE NEMA-3R RATED. KITCHENS, BATH ROOMS. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75" CONTINUOUS DUTY. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. O J 200 MAIN AMP DISC. PANEL •A' UNDERGROUND TO FP&L TIE-IN 2/0 THHN w/ #6 GROUND LOCATION #4 GROUND TO 81-0116/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-0" FOUNDATION STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE A 200 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 120124011PH IA.I.C. 22,000 KW # DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION OF CIRCUIT # KW 10.0 #6 AHU 1 60A 1 3 2 4 40A CU 1 #8 10.0 #6 AHU 2 60A 5 7 6 8 40A CU 2 #8 4.4 #10 HOT WATER HEATER 25A 9 11 10 122.5 RANGE #8 5.0 #10 CLOTHES DRYER 30A 13 14 CLOTHES WASHER DISHWASHER #12 #12 1.515 12 16 d5A 1.5 #12 REFRIGERATOR 20A 17 18 MICROWAVE #12 15 1.5 12 SMALL APPLIANCE 20A 19 SMALL APPLIANCE #12 1.5 .9 #12 GARBAGE DISPOSAL 20A 21 22 20A WHIRLPOOL TUB #12 1.5 1.0 #12 RANGE HOOD 20A 23 24 20A BATHROOM GFCI'S #12 1.5 1.5 #12 KITCHEN GFCI'S 20A 25 26 20A EXTERIOR GFCI'S #12 1.5 2.5 #12 GARAGE DOOR OPENER 20A 27 28 20A RANGE HOOD #12 1.5 1.5 #12 UTILITY ROOM FREEZER 2 AA 29 30 15A I GENERAL LIGHTING #14 - #14 GENERAL LIGHTING Fl5A 31 32 15A GENERAL LIGHTING #14 " #14 GENERAL LIGHTING F15A 33 34 157A GENERAL LIGHTING #14 ' #14 GENERAL LIGHTING 15A 35 36 20A POOL LIGHTS (OPT) #12 .3 1,8 912 IRRIGATION PUMP (OPT) 20A 37 38 2(lA POOL F-QkJIPMENT (OPT) 912 2.5 1.8 91,2 IRRIGATION PUMP (OPT) 20A 39 40 20A POOL EQUIPMENT (OPT) #12. 2.5 SPARE 41 42 SPARE 40.9 SUB -TOTAL (1-41) PANEL LOAD CALCULATIONS SUB -TOTAL (2-42) 22.0 7.9 GENERAL LIGHTING1 2625.0 SQUARE FEET @0.003 KW/SF TOTAL PANEL KW = (SUBTOTAL 1.41 + SUBTOTAL 2-42 + GENERAL LIGHTING) 70.8 AIR CONDITIONING @ 65% 120.0 1 13.0 1ST 10.0 KW (NOT A/C) AT 100%" 10.0 REMAINING KW AT 40% = ((TOTAL PANEL KW - (AC @ 65%) - 10.0) ` 0.40) 19.1 CALCULATED KW = (A/C @ 100%+ 1ST 10 KW + REMAINING) 42.1 KW CALCULATED AMPS = (CALCULATED KW ` 1000 / 240) 175.5A LOAD CALCULATION NOTES: 1. CALCULATED LOADS SHOWN ABOVE INCLUDE OPTIONAL POOL EQUIPMENT. 2. IF POOL IS NOT SELECTED AS AN OPTION, TOTAL CALCULATED LOADS WILL BE 156.5 AMPS. ELECTRIC METER I&D ELECTRIC PANEL DISCONNECT 20 AM DEDICATED 20 AMP OUTLET ® 220 VOLT ARC FAULT CIRCUIT INTERRUPT RECEPTACLE A.F.C.I.1=H (SEE GEN. NOTES) RECEPTACLE GROUND FAULT (SEE GEN. NOTES) G.F.C.1.1(): CIRCUIT INTERRUPT (SEE GEN. NOTES) RECEPTACLE W.P. G.f.C.l WATER PROOFGFCI HALF SWITCHED $ SINGLE 120V (SEE GEN. NOTES) RECEPTACLE ® TELEPHONE JACK TELEVISION JACK. -Vio 2-WAY WALL PUSH BUTTON SWITCH -G&® 3-WAY WALL DIMMER WALL SWITCH® SWITCH ® 4-WAYWALL ® FLOOR OUTLET SWITCH DOOR JAMB SWITCH ❑D FLOOR PHONE JACK SPECIALTY LEGEND O AIR COND. SYS. (THERMOSTAT) TC IRRIGATION SYS. (TIMER) ® SECURITY SYS. (KEYPAD) I INTERCOM COM. SYSTEM (DATA PORT) p COM.SYSTEM (DATA & PHONE) COVE LIGHTING JUNCTION BOX O SPEAKERS ICL IN CABINET LIGHTING 'J SHADE JUNCTION BOX ��FIRST FLOOR ELECTRICAL PLAN REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 1 t � a rur�d� ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESEN PRO BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E, STOFFT. ARCHITECTS, PA MTTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER. SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02010. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. E201 c\Usek\Pergj\ DWG To PDF.pc3 y C C:\Use DWG To PDF.pc3 ELECTRICAL NOTES GENERAL: FWURES: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. LOCATE THE METER & PANELS AS REQUIRED. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. AS SELECTED BY OWNER. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECTANTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NONMETALLIC SHEATHED CABLE. 4) ARCHITECT/ INTERIOR DESIGNER TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION, 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 7) BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. OUTLETS: 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT PER 2008 NEC 210.52. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PRIOR TO INSTALLATION, ELECTRICAL CONTRACTOR TO MAKE ALL PLANS. (IF APPLICABLE) CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOL/SPA EQUUPMENT. 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE TO BE FLUSH WITH FLOOR FINISH MATERIAL. VERIFY EXACT LOCATION WITH GCIOWNER, PROVIDE 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, 1/2" CONDUIT UNDER SLAB FROM WALL. DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE SMOKE DETECTORS: ARC FAULT CIRCUIT PROTECTED PER 2008 NEC 210,12(8). 13) WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SHALL HAVE THWN INSULATION. SIMULTANEOUSLY W/ TEMPORAL SOUND, 14) ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, RATING OF 22,000 AMPS & BE NEMA-3R RATED. KITCHENS, BATH ROOMS. 15) ALL ELECTRICAL EQUIPMENT & WIRE RATED @ 75" CONTINUOUS DUTY. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR, STANDARD ELECTRICAL LEGEND SMOKE DETECTOR/ CARBON MONOXIDE Q RECESSED LIGHT DETECTOR FIXTURE PULL CORD FIXTURE VP O VAPOR PROOF REC'D FIXTURE REC'D ADJUST. FIXTURE EXF or LANDSCAPE UP ® EXHAUSTFAN LIGHT CEILING MOUNTED CEILING MOUNTED FIXTURE JUNCTION BOX F PENDANT WALL MOUNTED FIXTURE J-BOX WALL MOUNTED O JUNCTION BOX FIXTURE / J BOX W/OPT. FLOURESCENT F A / FAN/LIGHT LIGHT FIXTURE iUNDER/ OVER FLOODISECURITY CABINET FIXTURE LIGHTS ELECTRIC METER jjjZ ELECTRIC PANEL DISCONNECT 20 AMP DEDICATED 20 AMP OUTLET 220 VOLT ARC FAULT CIRCUIT ® RECEPTACLE A.F.C.I. INTERRUPT (SEE GEN. NOTES) RECEPTACLE GROUND FAULT -VH (SEE GEN. NOTES) G.F.C.I. CIRCUIT INTERRUPT (SEE GEN. NOTES) RECEPTACLE W.P. GRC.I� WATER PROOF HALF SWITCHED GFCI e, SINGLE 120V (SEE GEN. NOTES) RECEPTACLE ® TELEPHONE JACK -Q TELEVISION JACK _00-2 2-WAY WALL -699 PUSH BUTTON SWITCH '0"0 3-WAY WALL® DIMMER WALL SWITCH SWITCH _GI® ® WALL FLOOR OUTLET SWITC SWITC H DOOR JAMB SWITCH FLOOR PHONE JACK SPECIALTY LEGEND O AIR COND. SYS. (THERMOSTAT) TC IRRIGATION SYS. (TIMER) ® SECURITY CDSYS. O INTERCOM COM.SYSTEM (DATA PORT) COM. SYSTEM (DATA & PHONE) ® COVE LIGHTING JUNCTION BOX O SPEAKERS a IN CABINET LIGHTING SHADE JUNCTION BOX SECOND FLOOR ELECTRICAL PLAN REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Tir � f■ REVISIONS U W �I I 0 a m G� ffm z 0 w JUN 1 ALL IDEAS, DESIGNS ARRANGEMENTS. & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P,A, WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOE, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED, 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. IILU � �()(o-02-m 1-1/2" BLOCK RECESS GRADE �J _I FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER CMU WALL W/ #9 LADDER TYPE REINF. EVERY OTHER COURSE #4 TRANFER BARS (ONLY IF REQUIRED BY FOOTING SCHEDULE) 4" THICK CONC. SLAB W/ (1) LAYER OF W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM) T10.15 SEE PL 6" LAPPED AND TAPED 6 MIL. V.B. OVER LU - COMPACTED TERMITE L� WTREATED SOIL CONT. REINF. SEE SCHED. _ PER FOOTING O SCHEDULE w to 1 EXTERIOR BEARING WALL 1\1S 1 SCALE: 3/4" = 1' W1.4X W1.4-6/6 WWM COLUMN, SEE FOUNDATION PLAN. TSEE .O.S PLAN j — I �, m 6" LAPPED AND TAPED - 6 MIL. V.B. OVER COMPACTED TERMITE + • • • TREATED SOIL -_ CONT. REINF. SEE! PER FOOTING SCHEDULE�- 4 SECTION Si) SCALE: 3/4" = 1' SYMBOLLEGEND SYMBOL DESCRIPTION 4@6B-INNER STEEL REINFORCEMENT LEGEND: 4@6T-INNER -`I@6 : #4's @ 6" O/C -B : BOTTOM 4@6T-OUTER -T: TOP -OUTER: OUTERMOST LAYER 4 6B-OUTER -INNER: INNERMOST LAYER -TEMP: TEMPERATURE AND SHRINKAGE REINF. 3 S1 SECTION MARK - DETAIL NUMBER / SHEET NUMBER ROOF RIDGE LINES FLOOR STEP SC, STEEL COLUMN ABOVE FLOOR LEVEL C1 STEEL COLUMN BELOW FLOOR LEVEL Q1 c1 STEEL COLUMN ABOVE AND BELOW FLOOR LEVEL P, CONCRETE PAD FOOTING - SEE FOOTING SCHEDULE REVISION NUMBER - SEE TITLE BLOCK FOR DATE l 1 REVISION CLOUD 0 STEEL COLUMN ABOVE BELOW JOISTS OR TRUSSES - SEE SHOP DRAWINGS PARTITION C3 ABOVE B W CONCRETE COLUMN - SEE CONC. COL SCHED. [a FILLED CELL - SEE CONC. COL. SCHED. CMU WALL CURRENT LEVEL CMU WALL ONE LEVEL BELOW WOOD L ui ui ui- 71 III III —II III III II-11 SOIL as NEW CONCRETE SLAB NEW CONCRETE BEAM NEW CONCRETE FOOTING YP WELD SYMBOLS ais a o c TIE BEAM TRANSITION SYMBOLS +B+ UPLIFT FORCES & CONNECTORS - SEE STRAP SCHED. ELEVATION MARKER - SEE ARCH PLANS FOR+0'-0" +55.06 WIND PRESSURES ON OPENINGS (GIVEN IN PSF) 88.B8 CONCRETE WALL VERTICAL REINFORCEMENT. SEE FOUNDATION / FRAMING PLANS FOR LOCATIONS THICK DASHED LINE REPRESENTS OPENING ON STORY BELOW REINFORCED MASONRY WALL 8840 T 14'-0' CONCRETE BEAM, 8" WIDE x 40" DEEP, TOP @ +14'-0" SEE BEAM SECTION OR PROFILE FOR REINFORCEMENT POURED CONCRETE EQUIPMENT SLAB. SEE PLAN VEIW FOR ACTUAL REINFORCEMENT AND THICKNESS 42QU'PMENT PAD S 1)�SCALE: 3/4" = 1' LOADING THIS LEVEL FIRST FLOOR - INTERIOR (138 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (55 PSF) OCCUPANCY = 40 PSF PARTITIONS:ASCE7-10: 4.3.2 =15 PSF FIRST FLOOR - EXTERIOR (177 PSF) DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF FLOOR FINISHES = 27 PSF LIVE (100 PSF) OCCUPANCY = 100 PSF STAIR TOTAL LOAD (110 PSF) DEAD (70 PSF) SELF WEIGHT = 26 PSF FLOORING = 25 PSF COVERINGS = 4 PSF RAILINGS = 15 LIVE (40 PSF) SINGLE FAMILY OCCUPANCY LIVE =40 PSF SEE CONCRETE & CMU COLUMN SCHEDULE COORDINATE COLUMN EDGE LOCATION WITH THE ARCHITECTURALS AND WITH THE DOOR/WINDOW SUPPLIER Wx8" FORMED COL. OR CMU COL. M5 w/ (1) # 5 REINF. BAR (30" LAPS) SEE FNDN & FRMNG PLAN FOR LOCATIONS FILL w/ GROUT - SEE STRUCTURAL NOTES. 8"x8" REINFORCED MASONRY COL. w/ (2) # 5 REINF. BAR (30" LAPS) M5.2 SEE FNDN & FRMNG PLAN FOR LOCATIONS FILL w/ GROUT - SEE STRUCTURAL NOTES. SEE DETAIL 9/S7 8"x12" FORMED COL. OR CMU FILLED CELL M812 EJ COL.w/ (2)#6 REINF. BAR SEE PLAN FOR LOCATIONS & SPACING FILL W/ GROUT - SEE STRUCTURAL NOTES. 12"xl2" FORMED COL. OR CMU M1212 C� COL. w/ (4)#5'S VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. w/ #3 TIES @ 10" O/C 12"x12" FORMED COL. OR CMU M1212-1 C COL. w/ (8)#6'S VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. w/ #3 TIES @ 6" O/C 16"x16" FORMED COL. OR CMU M1616 COL. w/ (4)#6'S VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. w/ #3 TIES @ 10" O/C 8"x12" POURED CONC. COL. C812 w/ (4) #5's VERT. w/ #3 TIES @ 8" O/C Wx24" POURED CONC. COL. w/ (6) #5's VERT. C824 w/ #3 TIES @ 8" O/C w/ #3 HOOKS @ 8" 0/C 8"x30" POURED CONC. COL. C830 ® w/ (8) #5's VERT. w/ #3 TIES @ 8" O/C w/ #3 HOOKS @ 8" O/C POURED CONC. COL. Cl � w/ (8) #5's VERT. 2 SETS OF #3 TIES @ 8" O/C SEE DETAIL7/S7 POURED CONC. COL. C2 w/ (8) #5's VERT. 2 SETS OF #3 TIES @ 8" O/C SEE DETAIL 8/S7 1 S1 GRADE FILLED CELL REINFORCEMENT SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER RAISE CURB TO MATCH MAIN HOUSE FINISHED FLOOR. PROVIDE 1#5 CONT AS `- CMU WALL W/ #9 LADDER TYPE '. REINF. EVERY OTHER COURSE SHOWN. w w zIN #4 TRANFER BARS (ONLY IF REQUIRED BY FOOTING SCHEDULE) 4" THICK CONC. SLAB W/ (1) LAYER OF F W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @ PERIM) GRADE • • - `�J 6" LAPPED AND TAPED _. 6 MIL. V.B. OVER - COMPACTED TERMITE CONT.REINF.---1--_1 w ww `n TREATED SOIL O PER FOOTING SEE SCHED. U SCHEDULE �n LOWER AREA CURB: WATER 3 ARRIER S 1 SCALE: 3/4" = 1' 16 S4 S1 4 S5 63'-2" 2' 4" 2'-8" 1'-93" 3'-6 " 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" p— — '-81, 2'.10" 2' — — — — — — HER W.I.C.caza /STROUCOTUR 3 S1 q 9 11 MASTER 13EDROOM � v 31'-91' I M812 3 S4 I MF-20 ❑ ❑❑❑ ❑❑❑ ❑�❑❑5FE I ❑o - '-8 1' Z -8' I � 17 U) N M12 z 0 N 3F LU I o- 4 OGENSF ° 7247 IMN 6/06/2019 STEEL PLATE SCHEDULE SATE SUBSMATTRIAE ANCHORS 1210 x 10 CONCRETE (4) 3/4'0x8" HEADED STUDS (SQUARE) R 7 x 10 CONCRETE (3) 3/4"Ox8" HEADED STUDS (INLINE) E 7 x 7 CONCRETE (2) 3/4 Ox8' HEADED STUDS (INLINE) R 7 x 10 STEEL (2) 1/4"x8" FILLET WELDS (MIN LENGTH) CONNECTING COLUMN PLATE AND STEEL BEAM FLANGE -ALL STEEL COLUMN CONNECTIONS TO TOP AND BASE PLATES TO HAVE A 3116" THICK FILLET WELD ALL AROUND -STEEL COLUMN THICKNESS MAY BE INCREASED IF AVAILABILITY OF MATERIALS REQUIRES IT (MAINTAIN OUTSIDE DIMENSIONS CONSTANT). NOTE: HEADED STUDS MAY BE SUBSTITUTED FOR EXPANSION BOLTS ONLY WHEN ATTACHING TO A FOOTING, GRADE BEAM OR PILE CAP. -UNLESS SPECIFICALLY NOTED OTHERWISE ON A DETAIL OR PLAN VIEW, STEEL COLUMN PLATE HEADED STUDS MAY BE SUBSTITUTED BY EQUAL DIAMETER AND LENGTH EXPANSION BOLTS. 4 ARCHy MASTER BATHROOM 3,_d„ 11 I S4 I SS 3-1/2x3-1/2x3/ PL 10xIOx3/4 TRUCTUR a KITCHEN +0'-0" S4 BR&i KF - 4" THICK CkINC. SLAB W/ (1) LAYER OF W1.4 X W1.4 6/6 X M812 W.W.M. (T01 BE LOCATED j FROM THE TOP OF THE \X/ ,( 9 I SLAB & SHALL BE SUPPORTED BY APPROVED MATERIAL OR SUPPORTS NOT TO EXCEED 3'.0" O/C EACH WAY OR FIBERMESH ON 6 MIL VAPOR BARRIER PAVERS ON SAND •S4 OVER TERMITE N TREATED WELL COMPACTED FILL - 411 F'c=2,500 P ? ,ID dO no TRENCH DRAIN. a SEE ARCH PLANS S1 10 24,4' S5 _ 4i� PROJECT CLASSIC Structural Engineering REVISIONS BY I DATE FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER - 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 PROJECT# WWW.PROJECTCLASSIC.COM PLANS@PROJECTCLASSIC.COM 2615 -- MONOLITHIC FOOTING SCHEDULE REINFORCEMENT DIAMETER AND COUNT CODE 3 p SHORT WAY LONG WAY ADDITIONAL REQUIREMENTS LIGHT STRUCTURE SUPPORT MF-16 16" 16" # 4's @ 36" O/C BOTTOM 2 # 5's BOTTOM NO TRANSFER BARS REQUIRED MF-20 20" 16" # 4's @ 36" O/C BOTTOM 2 # 5's BOTTOM NO TRANSFER BARS REQUIRED MF-24T5 24" 16" # 4's @ 36" O/C BOTTOM 3 # 5's BOTTOM #4's x 5' @12" 0/C LONG TRANSFER BARS. FOOTING SCHEDULE w O REINFORCEMENT DIAMETER AND COUNT O w CODE 3 w p 0Q SHORT WAY LONG WAY ADDITIONAL REQUIREMENTS NU P33 3' 3' 12" 12" (4) # 5's BOTTOM (4) # 5's BOTTOM - P35 3' 5' 12" 12" (6) # 5's BOTTOM (4) # 5's BOTTOM -�' P44 4' 4' 12' 12" 1 (5) # 6's BOTTOM (5) # 5's BOTTOM - P55 5' 5' 1'. 12" (6) # 5's BOTTOM (6) # 5's BOTTOM - 16 J Q 14'-8" 17 CUT BLOCK REINFORCE WITH S4 2#6 YERTICAL AND FORM OUTER FACe FILL WITH GROUT_ — 3 a M812 UTILITI} s1 zr-3" z„ 1 I 4"THI C@NC. SLABIW/ (1) LAYERPF W1.4 X W1.4 6/6 r°m W.W.M. (TO BE LOCATED 3 FROM]THE TOP OF THEISLAB +� m S1 I & SHALL BE SUPPORTED BY APPROVED MATERIALS 0R 10 SUPPORTS NOT TO EXCEED T-0" O/C EACH WAY) OR I \D FIBERMESH ON 6 MIL VAPOR 13,6RRIER OVER TERMITE S4 m a TREATED_6WELL COMPACTED FILL a 11 SS 3-1/2x3-1/2xl/ F'c=2,500 PSI a 4 G ' Fmij 6„ I.. PL 10x10xWS M1212-1 I 4 a 2-CAK GARAfoE 4 I —1 7 /ST- UCTUR 8 7 - S4 t a 0,�„ S4 a S4 S 7 L J 8 a SS 3-1/2x3-1/2x3/ 2" SS a PL3-11�/2x13-1/2x1/ wPL x3/4 10 0x5/8 x> S 3 a a wo 1 4 Q oio� ii I i'? DE S4 I S4 S4 TYPICAL FOR ALL OOR vv I M161 SEE DETAIL 5/S5 M812 I 17,_5„ i 4,_4„ r — — ,_6„ V_4„ I SS 3-1/2x3-1/2x1/ L— _ J I I LL I M1212 N #4 x T-0" LONG L — — J PL 10x10x5/8 N L — — J� -- :EE BUCK AND SILL TYPICAL I MN 3 F OTING CRACK CONTROL 13 nN I L — — IETAILS' d/S5,-5/SS 6/SS a Co _ 'C REINFORCEMENT 3 Oil ERE I M61z sn S4 FOYER (ALLFIRSTFLOOR CORNERS 4 7 y 3 ( ) S4 4' 4„ 4'-6" 3 2 S4 — — r — S1 I S4 . I MF-20 I*6 45 — — C2 SS 3A/2x3-l/2x1/ I �— -- --� 5 I❑�❑❑ oZ (47 I I I I x x L —J L— —JL. --- —� ELEV. MF - 4, 8 1, „ 91 1 1 7 11 14 12' c� 11. '. 4 S4 � in M1212 I M8,12 S L _ J r— —' r--- OFFICE/LIBRARY I i mt ❑ 11 ■ 8 11 3S 3-1 /2x3-7/2x1/ I I r I I 1 : I , SET COLUMN PAD — UNDER WET DECK i ' ��� - SEE BUCKAND SILL TYPICAL - I S4 S4 PL 10x10x5/8 I •—J N S SB-1/2x3-1/2x1/ •_J / DETAILS:3/66, 5/S5;°6/SS IL S4 L—• L— PL10x3105/8 3 PAVERS ON SAND I ,, 2", 1 4 BATH V9 T-5" '' V-5" 1U-6" I STRUCTUR 4x4 WOOD POS LL W/ 2 2x12 HEAD S4 R 4' 6' 7 I cA 11'-10" o ' L — i- I 20,_6„ — — — - I i C2 +0-0 o� 316 5 8 LLLi S4 S1a n I I 60.54 - ��m MF-24T5 G812 . — — — — — — — — — — — — — — — — — — — — 1 t \ y Y - — J 1' 8" 4'-6" 8" 2-4-1'-1 2'-8"L 17 C812 S4 12' 3 7' 11 S7 FOUNDATION AND FIRST FLOOR COLUMN PLAN Y2' 4' 81 4 — EQUIPMENT PAD: —­1 6" CONCRETE SLAB. SEE E ARCHITECTURALS FOR TOP ELEVATION. REINFORCE W/ # 3's @ 12" O/C EACH WAY MIDDLE. PROVIDE (1) # 4 CONTINUOUS ALONG THICKENED EDGE. SEE SOILS REPORT FOR COMPACTION SPECIFICATIONS. VERIFY ACTUAL DIMENSIONS WITH MANUFACTURER v I I o 12 I S7 MF-20 w 2'.8 2'.8" 2,_8„ 2,_8, 2,_8„ 2,_4„ EQUIPMENT PAD: � 2 6" CONCRETE SLAB. SEE S1 ARCHITECTURALS FOR TOP ELEVATION. REINFORCE W/ # Ts @ 12" O/C EACH WAY MIDDLE. PROVIDE (1) # 4 CONTINUOUS ALONG THICKENED EDGE. SEE SOILS REPORT FOR COMPACTION SPECIFICATIONS. VERIFY ACTUAL DIMENSIONS WITH MANUFACTURER / PAVERS ON SAND 10'-4" 4" THICK CONC. SLAB W/ (1) LAYER OF WlA X W1.4 6/6 W.W.M. (TO BE LOCATED 4 FROM THI TOP OF THE SLAB & SHALL BE SUPPORTED B' APPROVED MATERIALS OR SUPPORTS NOT TO EXCEED T-0" O/C EACH WAY) OR FIBERMESH ON 1 S1 REV�EWE� OR sa CODE GOMC S'r. LV BOG FL-00II105 FIRM AA003379 F'�1e Copy EN si St. Lucia om* [,l ., OF 7 .t 2X4 BLOCKING @ AT ALL -� PLYWOOD SEAMS, ATTACH W/ SIDE ATTACH 2x4 2- 16D TOE NAILS EACH END NAILER. W/12d's@8" 0/C TO TOP SEE PLAN CHORD. FRAMING T. /TRUSS PLAN PRE-ENGINEERE PRE-ENGINEERED FLOOR TRUSSES FLOOR TRUSSES AT 24" O.C. AT 24" O.C. GIRDER TRUSS SEE APPROVED SHOP DRAWINGS FOR TRUSS TO GIRDER CONNECTION. FLOOR TRUSS PERPENDICULAR 1 TO GIRDER S2 SCALE: 3/4" = 1' FLOOR TRUSSES AT 24" O.C. 2x4 BOTTOM CHORD BRACING END W/(2)16d FOR NAILS. GIRDER TRUSSI FLOOR TRUSS PARALLEL 2 TO GIRDER S2 SCALE: 3/4" = 1' FULLY NAIL TO (2)2x8 P.T. LEDGER ATTACHED WITH -TRUSSES UP TO 20' LONG: 3/4" 1 EMBEDMENT ....... . POWERS WEDGE BOLTS @16" O/CSTAGGERED. `�� • ° VOENSF°• -LONGER TRUSSES: (1)3/4"x6" EMBEDMENT ATTACH 2x4 BLOCKING WITH (1)1/4"x3 1/4"�.• POWERS WEDGE BOLTS. 6" TO EACH SIDE OF 724 EACH TRUSS. STAGGERED. TAPCONS @ 12" O/C, 4" FROM EACH SIDE OF EACH TOP CHORD - - 3/4" CDX T&G PLYWOOD, ATTACH WITH GLUE AND 10D RING SHANK i® NAILS @ 4" O/C AT PLANEL EDGES TEMPERATURE REINF. �� •� AND 6" 0/C IN THE FIELD �� •. �R� . •' ��� FRAMING MAIN TOP REINF. ��/0®NAL 1 `���� 6/06/2019 SLOPE PER ARCH • • 2x4 BLOCKING PRE-ENG. ROOF / AT ALL PLYWOOD TRUSSES @ 24" O.C. SEAMS, ATTACH SEE APPROVED W/ (2) 16D TOE NAILS SHOP DRAWINGS. 2x4 BOTTOM CHORD TO TOP CHORDS. 12 BRACING END BOTTOM REINF. NOTE: SEE ARCHITECTURALS W/(2)16d FOR NAILS. PRE-ENGINEERED WOOD FLOOR @ 24" 0/C TRUSSES. (2) 2x8 SP#2 P.T. WOOD LEDGER: -TRUSSES UP TO 20' LONG: W/ 3/4"1 EMBED POWERS WEDGE BOLT @16" O/C STAGGERED. -LONGER TRUSSES: W/ 3/4"04" EMBED POWER WEDGE BOLT @ 6" TO EACH SIDE OF EACH TRUSS. 3 SECTION @ 2ND REAR BALCONY S2 SCALE: 3/4" = 1' ° (2) #5's (2) #5's (2) #5's (2) #5's 4— - (1)#5 L -111 1 PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL (2) #5's (2) #5's °0 o PRE -CAST LINTEL: SOLID FiCL -(1) I 8" I 8" GROUTCMUOVERLINTEL 12"PC (1)#5 #3 TIES @24" O/C #3 TIES @4" O/CIL 11 BOND BEAM B812 B812-1 (2) #5's J (2) #5's BOND BEAM12" 6„ L #3 TIES @24" O/C 8" - BC72o #3 TIES @24" O/C B822 YQ r AZXD o� W - � (2) #5's 8„ I TIES: (8) #3@10", SAL @ 24" O/C B824 IV (3) #5's (3) #5's #3 TIES @24" O/C B1228 (3) #5's (2) #5's (3) #5's #3 TIES @24" O/C B1234 O (2) #6's v (2) #6's 8„ I TIES: (14) #3@10", BAL @ 24" O/C B824-4 #3 TIES @15" O/C B834 (4) #5's (2) #Ss (2) #5's (4) #5's 1' I #3 TIES @18" O/C B1242 #3 TIES @24" O/C B1625 (4) #5's (4) #5's (2) #5's tS3(2) #5's (z) #s's I 8„ I TIES: (7) #3@16", SAL @ 24" O/C B836 LOADING THIS LEVEL INTERIOR FLOORS (65 PSF) DEAD (25 PSF) FLOOR SYSTEM= 7 PSF FLOOR FINISHES = 15 PSF DUCTWORK =I PSF CEILINGS = 2 PSF LIVE (40 PSF) OCCUPANCY LIVE = 40 PSF BALCONY WITH AREA OF 100 SOFT OR MORE (125 PSF) DEAD (25 PSF) FLOOR SYSTEM SELF WEIGHT= 7 PSF FLOOR FINISHES = 16 PSF CEILINGS = 2 PSF LIVE (100 PSF) OCCUPANCY LIVE =100 PSF ROOF (55 PSF) DEAD (35 PSF) PLYWOOD = 2 PSF TRUSSES = 7 PSF INSULATION = 1 PSF DUCTWORK = 4 PSF ROOFING = 19 CEILINGS = 2 PSF LIVE (20 PSF) CONSTRUCTION = 20 PSF PANEL POINTS 200 LBS LIVE ROOF LOAD DISTRIBUTION. TO CHORDS: DEAD (36 PSF) TOP CHORD = 25 PSF BOTTOM CHORD = 10 PSF LIVE (20 PSF) TOP CHORD = 20 PSF BOTTOM CHORD = PANEL POINT LOAD 3 1 . 1 1 N III 1 , 1 a 1 , , s3 III LINE TRU 10' PER FOR ROOFING TYPE. SEE ARCH SEE PLYWOOD NAILING DETAIL FOR NAILING PATTERN, SEE ARCFY HURRICANE TIES. SEE STRAP SCHEDULE BOND BEAM REINFORCED CMU WALL SEE FOUNDATION AND FRAMING PLAN FOR VERTICAL REINFORCEMENT DIAMETER AND LOCATION. SEE TYPICAL DETAIL FOR LADDER TYPE REINFORCEMENT. BOTTOM CHORD BRACING AND LATERAL RESTRAINTS SEE TYPICAL DETAILS. TYPICAL PROJECT CLASSIC Structural Engineering TRUSS TO BOND BEAM 4 DETAIL S2 SCALE: 3/4" = 1' 2"MINI SIDEC REVL9IOIVS BY BATE ARID ABUGATTAS, P.E. ___ TRUCTURAL ENGINEER 18 TEXAS TRAIL )CA RATON, FLORIDA 33487 ' 10NE: (954) 667 - 7803 FAX: (561) 665 - 5438 E. LICENSE # 72471, CA#29407 WW.PROJECTCLASSIC.COM PROJECT# ANS@PROJECTCLASSIC.COM 2615 ABU'AON STRONG -TIE 5 SECTION S2 311=11 s •:1 Lw Egr illp:f - ■I■I■■I■I■I■I��1■I■I■I■I■I■I■I■I■I■ ■I■I■I■��"Miami�I■I� o.o.000mlouoYoolo"oloouoo.,111 1.o..■!■l...alo.! on.00nl.000n000uoo.om.Dona■000ul000uoomu.o.ouo..ou000.u■o..mnlo oin.".Ii..n .nn000.wo. !!!!_m11!!!!l��11!!.■.l11!!!!!loII0 Ol11•.!!!!lIIII I�Nol�lY■!!!!!Y!of6��r������r�������Y������YO�����W�O����II�I��11�11���l�IlI�OI���Y�1111�lYI��IIIIY�����I�Y!!!!!!!i!!!! pW011N IME I��I I���Illl���p�ll IfU�I : it ■ : 1 1 ■ I I Ion- '"'' I'- I � I�I1�■I�I��I�I��us����:����l��l�®I��I�I I '- -I ;-I_ III■ I I� II�� I 9 I'[A■ ■ !VI ■ ■lInI� I �IIvJll .� —'-�: " ,,... .^ ■ ■ ■ V 'I ■ ■ ■ ■ [I ■ ■ ■ ■ l+Jl' C'•:p - ■ ■ - ■ ■ ■ ■ ��i-- .. III .. — .� ■ILA o Mini • • o -. _.„+�`�''•'-•'=�,..�� �� �'rm.-dam — 211 WIN 111111111111111111i wiffis 01 ...c•.!••MANN Nii EMEN moonCMOM IS'00 0ME 00 MI in Iff-111141mmill"Girrar [aim mom 1�■■ --- `�- - . - • • m — -- _����� ice:'.:"�'� ��Iiil��' ' III�� •..I� r71C]■ Cl■ Fl�d�■ C■]l �@ :r■ a p■ CIAO • ■ I� � p."1.ISS •�,9. iii�ii� I� o�llf�l■II'�1*„�h;.IEiiii •'� iiliiiiiiii ��I Nl' 11 I ■ \ F• iii ` .I __--IIlliil��l�II -;k�„ I��I� ! 111l►�1�4.II�11-_-� ll� r1a=_ LIoL•Y4i[rT' � I In III■I■I■I��II�n. -- � �► ��I � @ �'�.� I�L���I:_ �� - • 1 Q LI�, , _ c _ . -- I— ' _--• ® - ~a>♦�■�101L'J�_ y�� tesib#tom —°� - ■II IS 1 -- - l�$ifil•3�E� I�I�n� dmlV� 1� <4H�i1�! - e •� � _ — ■■■■■■■■ II®I/ IRIEWRYIDEAman INN p • • _ �" •1 ■ —:•-man ■ _ II� I■II■■■■■■■■I■ICI ��� IS 2 1!ill No I it I„lu - uu __Iu 3'-4" SECOND FLOOR COLUMN PLAN 111=1 1 0' 2' 4' 8' 4 4 S7 c 1 11t IAlb 9 S2 b U b I'L-W11105 FMM-AA0033N I� OF i SHEATHING FACE GRAIN TO F PERPENDICULAR TO SUPPORTS. !. 0 AT PANEL EDGES ALL NAILS TO BE KING SHANK PRE-ENG. WOOD TRUSSES @ 24" O/C (SEE ROOF PLAN) ' ®' LATERAL BRACING IF REQUIRED (SEE TYPPROVIDE x WALL SECTION) BLOCKING PROVIDED IN AREAS LABELED BY PLYWOOD BLOCKING DETAIL. TOE N iL TO TOP CHORD EACH END WITH ( 16d's. WOOD FASCIA (SEE BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) 1/16" SPACE AT w/ (2) 16d TO EACH TYP. WALL SECTION) PANEL ENDS TRUSSHEATHING ROOF ATTACHMENT 1 DETAIL S3 SCALE: N.T.S. C SHEATHING PER PLAN @ 24'1o/c 2"x4" KICKER @ 24" C/C 2"x4" BLOCKING @ 24" C/C W/ 2-16D EACH SIMPSON HETA16- INSTALL A PAIR OF SIMPSON - GBC CLIP ANCHOR EACH CLIP W/ 5-8d NAILS TO TRUSS AND 7-8d HAILS TO KICKER/ / �2"x4" KICKER @ 24" C/C BM OR TIEBEAM 3 WALL BRACING DETAIL S3 SCALE: 1/2" = 1' PRECAST CONCRETE LINTEL OVER OPENING r8x16 GROUTED BOND BEAM (FORMED WITH TWO COURSES OF KNOCK -OUT BLOCK). PROVIDE LONGITUDINAL REINFORCEMENT TOP OF OPENING MATCHES BOTTO F K.O. BOND B AM _- TYPICAL OPENING UNDERNEATH 6 BOND BEAM S3 SCALE: 3/8" = 1' (2) CORNER BARS TOTAL INSTERSECTING WALL CONDITION (4) CORNER BARS TOTAL 9)BOND BEAM CORNER BARS S3 SCALE: 1/2" = 1' 7 BOTTOM CHORD NAILED TO - 2x4 DIAGONALS W/ 2 - 8d NAILS DIAGONALS FROM BRACED BAY AT 20'-0" INTERVALS REPEAT AT BOTH ENDS WOOD ROOF TRUSSES @ 24" O/C MAX SPACING SPLICE BOTTOM CHORD BRACING RUNS WITH (1) SIMPSON LSTA30 SIMPSON GA2 CLIP TO TRUSS CHORD AT TOP O AND BOTTOM END. BOTTOM CHORD OF / ONT. D 1 L HORIZONTAL BRACING 2X4 CROSS BRACES LOCATED 0'-0" C/C MAX. INSTALL ONE PER LINE OF TRUSSES (TYPICAL) BRIDGING. r4l=tPLAN VIEW OF END RESTRAINT COFFER OR CHANGEIN 2 - 8d NAILS EACH MEMBER CEILING HEIGHT 2"x4" CONT. LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 10'-0" SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS SECTION VIEW TRUSS LAYOUT FOR LOCATION) FOR TRANSITIONAL BOTTOM BOTTOM CHORD CHORD BRACING *q ,1� I OF PRE - ENGINEERED WOOD OVERLAP @ SPLICES TRUSSES (2)ROOF TRUSS BOTTOM CHORD BRACING S3 1B-1101 2' 4' 8' 4 — CENTER OF 2x6MIN. WI TRUSS WIDI 1/4" STEEL P EACH SIDE (3) 3/4" THRL EACH TRUS: (TOTAL OF 6 3/8" STEEL T W/ 1/4" FILLE ALL AROUNI WIDTH +1/2" 4 COLUMN CAP DETAIL S3 SCALE: NTS TYPICAL OPENING DIRECTLY 7 UNDERNEATH TIE BEAM S3 SCALE: 3/8" = 1' 8xl6 GROUTED BOND BEAM (FORMED WITH TWO COURSES OF KNOCK -OUT BLOCK). PROVIDE REBAR PER BEAM SCHEDULE. TYR a 8x16 GROUTED BOND BEAM (FORMED WITH TWO COURSES OF KNOCK -OUT BLOCK). PROVIDE REBAR PER BEAM SCHEDULE TYP. a a ea " Q a L— VERTICAL CELL IN FILLED CELL 10 TYPICAL CHANGE IN S3 BOND BEAM HEIGHT SCALE: 1/2" = 1' SUBSTI FOR HT SUBST (1) HET FOR: (1 (1) HGF CONC. TIE BE 70ES NOT LINE UP TRUSS -ABANDONED. EXISTING WOOD ROOF TRUSS. EXCEPTION: JACK TRUSSES UNDER 7' IN TOTAL LENGTH MAY BE ANCHORED WITH ONLY (1) HGAM10 5 MISSED STRAP REPAIR DETAIL S3 SCALE: N.T.S. DISCONTINUE BOND BEAM BLOCK TO ALLOW TOP. BARS FOR POURED CONC. BEAM. BOND BEAM REBAR M ST MIDDLE BARS (IF CONTINUE THROUGH CONC. CONCRETE BEAM SIZE REQUIRED BY BEAM UNINTERRUPTED. AND REINF. PER CONC BEAM SCHEDULE) BEAM SCHEDULE fy 444 • ° 1 6"MIN BEARIN TYP. BOTTOM BAR BOND BEAM: TYPICAL BEAM DROP 8 OVER OPENINGS S3 SCALE: 3/8" = 1' LOADING THIS LEVEL ROOF (55 PSF) DEAD (35 PSF) PLYWOOD = 2 PSF TRUSSES = 7 PSF INSULATION =1 PSF DUCTWORK = 4 PSF ROOFING = 19 CEILINGS = 2 PSF LIVE (20 PSF) CONSTRUCTION =20 PSF PANEL POINTS 200 LBS LIVE ,ROOF LOAD DISTRIBUTION TO CHORDS: DEAD (35 PSF) TOP CHORD = 25 PSF BOTTOM CHORD = 10 PSF LIVE (20 PSF) TOP CHORD = 20 PSF BOTTOM CHORD = PANEL POINT 'IIY+� / PROJECT CLASSIC 6/06/2019 Structural Engineering 1A TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS 2nd CONNECTOR ID TRUSS GROUP A + B MARK IF NEEDED FOR REQUIRED STRAP TRUSS UPLIFTOR 1500 # MAX UPLIFT IN TRUSS GROUP FLORIDA ALLOWABLE LOAD LBS NAILING RFMOINS BY DATE FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# PLANS@PROJECTCLASSIC.COM 2615 MARK CONNECTOR PRODUCT APPROVAL TRUSS PARALLEL TRUSS TRUSS/RAPTER/ REMARKS .zm*. NUMBER GRAVITY (PURE) CAPACITY FP HEADER I B HETA16 FL11473.3 1810 340 725 (9) 10d x 1-1/2" NAILS QD (1) FGTR FL11473.2 5000 - - 8-SDS 1/4"x3" (PER ANCHOR) gSEATPLATE/TRUSS 2.1/2X5 TITEN HD (CONNECTION TO GROUTED WALL PER ANCHOR QE HGAM10(KTA) FL11473.6 850 1005 1105 (4) SDS " X 1 "WOOD CMU: (4) 1/4 x 2.3/4 TITEN CONC: (4)1/4 x 1-314 TITEN SCREWS HUC210-2 FL10655.20 1135 (6) 10d x9-1/2" (14)16d ® MGT FL11470 2970 (1) 5/8"x 12 EMBED EPDXY 22.10d I HTS16. FL10456.22 1260 (16) 10d's I LUS 26 FL10655.111 1165 (22) 16dx 3-1/2" NAILS (8)16d,x 3-1/2" NAILS NOTE: 1) ALL TRUSS TO TRUSS CONNECTIONS TO BE BY TRUSS MANUFACTURER, ALL VALUES ARE BASED ON DOUG-FIR-LARCH/SP. PINE TIMBER. 2) NAILS SHALL BE INSTALLED IN LOWER -MOST HOLES OF STRAP AND SHALL BE FILLED PROGRESSING UPWARD TOWARD THE TOP OF THE STRAP, 3) WEDGE ANCHORS CAN NOT BE SUBSTITUTED FOR J-BOLTS OR EPDXIED THREADED RODS SHOWN ON SCHEDULE. 4) SEE SIMPSON LATEST CATALOG FOR ALL REQUIREMENTS FOR THE INSTALLATION OF THESE CONNECTORS. 5) # INDICATES MODEL NUMBER OF FASTENER TO BE DETERMINED BY CONTRACTOR, SUCH AS NUMBER OF TRUSS PLYS AND ROOF PITCH 6)SIMPSON PRODUCTS EXPOSED TO THE WEATHER MUST BE Z-MAX WHERE AVAILABLE. m ; o e e 0 0 © Simpson Strono-Tie HETA 0 Simpson Strong- DOUBLE FGTR Q Simpson Strong -Tie HGAM10 ® Simpson Strong-Tle MGT Q Simpson Strono-Tie HTS QSlmpson Joist Hanger ® ����I�I I ICI®■I®I I I�■I�I 1 I�I�I� .................. nvoou.000no ...�.�� �i: �i•�ii p�I :im �;» rim :..:ice ® '01 —Eel Ir nI Norm ii •�IXI�I� �ii ,i01 I 1 MOM M. - m _ iii - • • NO 1• • NNEI EI ^- • —.___ •._ — MOM ■n — — �So' ® - ... — -- `id - li■iGin ::: • - • • nnu..oNIN --- n • no AN _ ., ...11.....E 10011:..� r 101, i ■�■ _ ...:-..-......u.......u.. - ::I • i:iNEI _ �1 � Re7t1Lf[d( 1 9 0� S2 ROOF FRAMING PLAN 4 4 S2 9 S3 S3d 7' S3S VOc G5 G r� C� -F r. a two E� 0 �I I-NNI 1 �i • iNO O 4--) CIO a7 Millwood c a Job No. 1311136 FL-WM05 FIRM AA00 M S3 ® OF 7 8"MIN DEPTH SAND SET PAVERS FILLED CELL REINFORCEMENT xx1I1111I II/ Q% /// � FARID ABUGATTAS, P.E. REVO0NS BY DATE SEE PLAN FOR SPACING AND COLUMN SCHEDULE FOR DIAMETER �Is vGEN3�c -� . ° ($1 ' ° '' / STRUCTURAL ENGINEER CONCRETE OR GROUT \\ III — 1-1/2" BLOCK RECESS CMU WALL W/ #9 LADDER TYPE REINF. EVERY OTHER COURSE �.7 i 7247 ' b`Y — I % �i i� jai 9sO 7318 TEXAS TRAIL FILLED CMU ' 3 1/4' I 8„ \ #4 TRANFER BARS (ONLY IF REQUIRED BOCA RATON, FLORIDA 33487 1 1/a" RARE 0 PAVERS BY FOOTING SCHEDULE) . ®'°. PROJECT CLASSIC PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 5' s vr' 11/16" DIA. HOLES FOR S/8"DIA. - MINrEMBE THROUGH BOLTS _ w z z� ¢ 4" THICK CONIC. SLAB W/ (1) LAYER OF W1.4XW1.4-6/6WWM(OVERLAPPED@PERIM) F °R1 ° �'��°°•°°°••°' ��� ///®®���. �� 6/06/2019 StPllCtllPdIEII1R22t1T1 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# g g lilt PLANS@PROJECTCLASSIC.COM 2615 " � LL a T.O.S SEE PLA :jJw w p STEEL COLUMN SEE PLAN FOR SIZE AND LOCATION POOL WALL REINFORCEMENT RADE AND THICKNESS BY OTHERS. - 6" LAPPED AND TAPED 6 MIL. V.B. OVER PREFORMED 4" MAXIMUM -- • �, _ _ _ 1 w , 1 COMPACTED TERMITE J 11 p TREATED SOIL z a DEPTH RECESS. USE 3000 PSI NON SHRINK ,1 CONT. REINF. PER FOOTING — = SEE SCHED. U y X W1.4 ADD (1) #5 PER EVERY w a GROUT TO COMPLETELY FILL THE GAP BELOW BASE PLATE BEFORE COLUMN SCHEDULE LU y W1.4 -6/6WWM 12" OF STEP W BEING LOADED. USE EXPANSION BOLTS TO r a J II II 2 POOL FOOTING J-1__ 11 l '" T.O.S MATCH THE DIAMETER AND LENGTH OF W SEE PLAN ° 3 EXTERIOR BEARING WALL - _ - THE H.STUDS IN SCHED. 3/8" STL. PLATE S4 SCHEDULE. 1/4 4"THICK CONIC. SLAB W/(1) 11 S4 SCALE:3/4 1 SIDE VIEW _ SCALE: 3/4" — 1' I _ 6M L. V.B. OVER OVERLAPPED/6 EP RM) /^/�, H r^, �1 r°) x COMPACTED TERMITE-----I--J-_ -- J-_ �— TREATED SOIL u 3"MIN. CONIC. EDGE 8OIL SEE PLA STEEL COLUMN SEE PLAN FOR SIZE AND LOCATION w -IIIIII-'I'- •:. - FI CONCRETE OR GROUT FILLED CMU W1.4 X W1.4 - 6/6 WWM 4 THICKENED SLAB RECESS 0 —1/ry4— �1/ry4� II ll HILTI "HAS" SLOPE PER PLAN PAVERS STL. BASE PLATE WET SET IN SLAB POUR _ 6" LAPPED AND TAPED — w 6 MIL. V.B. OVER ! • '1 —� w u - S4 3/4" DIA. THREADED ROD, DRILL 1 THREADED DIA• x 6' AND T.O.S SEE PLAN 1/4 SEE PLAN AND SCHEDULE FOR SIZE AND ANCHORAGE SCALE: 3/4 _ 1 COMPACTED TERMITE — _ _--"^'-`� TREATED SOIL U EPDXY IN- . TRANSVERSE REINF, III III-CONT REINF. _ 13/16" DIA. HOLES FOR 3/4' DIA ANCHORS PLACE WITH H0.TI HY150 EPDXY - SEE PLAN FOR SIZE SEE PLAN FOR SIZE AND SPACING SEE SCHED. AND SPACING O �{ �I w Q 1 /4" STL PLATE U.N.O. 6" LAPPED AND TAPED 6MIL.V.B.OVER COMPACTED TERMITE (, �'~ W1AXW1.4-6/6WWM OR FIBERMESH CONCRETE I W 1/4" TYR , TREATED SOIL a° - 5 ECESSED INTERIOR STEEL COL. CID U sr Q W+1" I 2 PLY =W= 3 a" 3 PLY =W= 5%" 1 #4 CONT. REINF. PER 12" OF DEPTH T.O.S — %/ '_ SEE PLAN III— S4 SCALE: 3/4" = 1' O 1, N U TOP VIEW 6 XTERIOR SLAB THICKENED EDGE II III -III SAWCUT 25% THE DEPTH FRONT VIEW III— — III— OF THE SLAB WITHIN 24 HOURS S4 SCALE: 3/4" = T — _ _ CONT. REINF. •� —III— — —III PER FOOTING — — — - OF CONCRETE POUR 11 11 SEE STEEL COL SCHED 1 GIRDER BUCKET DETAIL SCHEDULE \/f /�\//�\//�\ \/ \/�\\/ \% \ \' ' \\�\\" �` // FOR TOP PLATE AND ANCHORS SPECS. DO CONCRETE ETE FILT CUT LING NGLSTEELATE OCOLUMN, SEE STRUCTURAL NOTES UNDERo S4 SCALE: 1-1 /2" = 1' 7 C O L U M N : UP TO 5000 LB REACTION NOTE- CONTROL JOINTS/CONSTRUCTION JOINTS CONTROL JOINT SHALL CREATE PANELS AS SHOWN IN L PLAN VIEW "STRUCTURAL STEEL" FOR MORE INFO. S4 SCALE: 3/4" = 1' -- .. ALTERNATIVE 1: SHRINKAGE (SAWCUT) JOINT 1/4" FILLET WELD ALL AROUND STL. COL. SEE PLAN SIZE AND OCATIONFOR ILA—LiJ 5 is • CONCRETE FOOTING OR BEAM -SEE PLANS & SCHED. 1 1/2"BLOCK RECESS en GARAGE DOOR 25%DEPTH OF SLAB PLASTIC OR HARDBOARD PREFORMED '(� - 17' 1T. FOR DIM. & U REINFORCING STEEL #4 TRANFER BARS (ONLY IF REQUIRED BY FOOTING SCHEDULE) 1-- w aj �. STEEL COLUMN PER SCHEDULE W I = rT AAA ( I1 1 U ry x 4" THICK CONIC. SLAB W/ (1) LAYER OF y W1.4 XW1 A- 6/6WWM (OVERLAPPED @PERIM) I I O I I ARCH SEE STEEL COLUMN SCHEDULE FOR J-BOLTS OR HEADED STUDS DIAMETER v .J %�i�xl� REINFORCEMENT w PLAN AND SPACING, BASE PLATE DIMENSIONS. O O w CONNECTORS PER PER FOOTING SCHEDULE I I �jA��j RECESS PLATE FLUSH W/ SLAB. " = STEEL COLUMN scHEDU6E• PAVERS SEE PLAN I I PAVERS CONTROL JOINT NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SHALL CREATE PANELS AS SHOWN IN FIELD WELD COL. TO BASE PL. r^ r� xx ''-- —_—_— PLAN VIEW O SCHEDULE STEEL PLATE , GRADE ° ALTERNATIVE2: 12 STL. COL. DETAIL STEEL COLUMN `° SHRINKAGE (PREFORMED)JOINT SPER CHEDULE • 6"LAPPEDANDTAPEp ---- - 6 MIL. V.B. OVER I COMPACTED TERMITE �' " " S4 SCALE: 3/8" = 1' (n __ I TREATED SOIL I SHRINKAGE JOINT (SELECT ONE - H � _ - � PER SEE SCHED. SCHEDULE FOOTING SCHEDULE 1 OF THE TWO SHOWN)'-' OF 9 EXTERIOR DOOR RECESS 10 MONO FTG. GARAGE DOOR S4 SCALE: 3/16" = 1' U ,. S4 SCALE: 3/4" = 1' S4 SCALE: 3/4" 8 ECCENTRIC BASE PLATE S4 SCALE: 1-1/2" = 1' -,, z CORNER BARS TO MATCH FOOTING x REINFORCING 1 #4 CONT. REINF. .a z 0. REINFORCED FILLED CELL SEE PLAN FOR SIZE AND SPACING. PER 12" OF DEPTH c 4" THICK CONIC. SLAB W/ (1) w END WITH ACI 90 DEGREE HOOKS IT 12" FINISHES PER FINISHES Job NO. 1311136 LAYER OF W 1.4 X W 1.4 - 616 L) WWM (OVERLAPPED @ PER IM) K p- a CONNECTORS PER STEEL COLUMN o ARCH ITECTURALS T.O.S Q 0 SCHEDULE. �frv---- "0 - SEE PLAN O OL PLA ----- 9 GAUGE HORIZONTAL w STEEL PLATESEE SEE STEEL COLUMN _ _ \ — `v w REINFORCEMENT EVERY OTHER COURSE SCHEDULEFOR L THICKNESS _ U (LADDER TYPE) O O 6 MIL. V.B. OVER _ COMPACTED TERMITE - I I w 8"x8"x16" CONCRETE MASONRY UNITS '"�� CORNER TREATED SOIL ,� J 1 W SCHEDULE TYPICAL MONOLITHIC FL-WM05 �MA"� TRANSVERSE REINF. -_, -I- SEE PLAN FOR SIZE SEE SCHED. CONT. REINF. SEE PLAN FOR SIZE 16 FOOTING INTERSECTION I AND SPACING AND SPACING S4 SCALE: 3/8" = 1' CMU TYPICAL 15 STEEL PLATE DETAIL 17 ONO - FTG - EXT t 13 STEP DOWN AT EXTERIOR DOOR 14 REINFORCEMENT DETAIL „ _ S4 SCALE: 1-1/2 = 1 �E•N S4 SCALE: 3/4" = 1' �w C,0 C'S-(.�J �y S� S4 SCALE: 3/4" = 1' S4 SCALE: N.T.S. �� OF 7 ROOF WIND ZONE DIAGRAM ZONE 1 : -45.90 PSF ZONE 2 : -76.89 PSF ZONE 3 :-114.99 PSF A -ZONE : 4.32 FEET 1 WIND ZONE PRESSURE DIAGRAM S5 2"=1' 5' 20' NOTE: THIS DETAIL IS ONLY INTENDED FOR THE MINIMUM FASTENING OF THE FRAME THROUGH THE BUCK, INTO THE CONCRETE SUBSTRATE. ACTUAL FASTENERS TO BE INSTALLED PER PRODUCT APPROVAL. ACTUAL FINISHING MATERIALS AND SHAPES PER ARCHITECTURALS. FRAME ATTACHED TO 2x BUCK PER NOA'S O 'SPECIFICATIONS. DOOR LU U - DO wa a, BRICK O MOLD WOOD BUCK: ATTACH TO STUCCO CONC. W/ 1/4" DIA. X 1 3/4" EMBED @ 12" O/C, 6" E.E. PROVIDE MIN 21/4" MASONRY EDGE DISTANCE kRSCR OBUCK DETAIL ALE:N.T.S. HORIZONTAL LADDER TYPE REINFORCEMENT TO BE INTERRUPTED ACROSS CONTROL JOINT. PREMOLDED JOINT FILLER PRE -NOTCHED CONC MASONRY -� / BLOCK. TYPICAL @ CONTROL JOINT LOCATION TYPICAL VERTICAL REINF @ EACH SIDE OF CONTROL JOINT IN SOLID GROUTED LOCATE A VERTICAL CONTROL JOINT AT A CELLS SPACING EQUAL TO DOUBLE THE HEIGHT OF THE CMU WALL, BUT NOT TO EXCEED 30FT ON CENTER. STUCCO ACROSS THE JOINT IN THE NORMAL MANNER. BOND BEAM/TIE BEAM REBAR IS TO BE CONTINUED NORMALLY (UNDISTURBED) 10 \ MANSORY WALL SHRINKAGE S5, ONTROL JOINT 4'-4" NOTE: THIS DETAIL IS ONLY INTENDED FOR THE FASTENING OF THE FRAME THROUGH THE BUCK, INTO THE CONCRETE SUBSTRATE. ACTUAL FINISHING MATERIALS AND SHAPES PER ARCHITECTURALS. WOODSCREW ATTACHMENT SPACED PER PRODUCTAPPROVAL 1/4" X 3 1/4" PHILLIPS HEAD TAPCONS AT 12" O/C 4" FROM CORNERS P.T. 2x STRUCTURAL BUCK 6 TRUCTURAL BUCK DETAIL S5 SCALE.N.T.S. waf 0 0 180 DEG ACI STANDARD HOOK w a w ON ALL SLAB TOP BARS - X w @ SLAB ENDS. TYP. w O w O U U Q Q LU J 0.25 Ln J U U N V Al TEMPERATURE BARS "MIN o � BAR SPACING w Z X z Y U K EXTEND ALL BOTTOM0 Q w BARS INTO SUPPORT 0 x ¢ L+! F m 6" MIN z w w_ O ¢ J U) Q O Q Q w J � mLJ ¢ =J U w0- UQN_ v N - TYPICAL SIMPLE SPAN SLAB 11 REINFORCING DETAIL S5 SCALE: N.T.S. *FZAGEEDGED STEN GARAGE BUCK PER PRODUCT NOA, MINIMUM WITH "X3-1/4" TAPCONS @ 8" O/C STAGGERED, 4" EACH END. OVIDE 1" DIAMETER WASHERS ON TAPCON. MINIMUM GISTANCE TO CONCRETE OF 2" D2x6 WOOD CASING 8" CONC. BLOCK (TYP.) LSTUCCO FFILLED CELL OR POURED COL. (SEE PLAN) �� GARAGE BUCK DETAIL S5 / SCALE:N.T.S. #9 LADDER TYPE CMU HORIZONTAL JOINT REINF. SHALL EXTEND INTO CONCRETE COLUMN A MINIMUM OF 6" (TYP. VARIES_// AT ALL LOCATIONS) CMU WALL VERTICAL REINF PER COLUMN SCHED TIES PER CONC, COL SCHED. LAP SPLICE= 48 BAR DIAMETERS 12 CONCRETE COLUMN S5 SCALE: 3/4" = 1' 6/06/2019 ATTACH TO CONC. THRU BUCK W/ 1/4" DIA. X 1 3/4" EMBED. PHILLIPS HEAD TAPCONS SPACED PER PRODUCT APPROVAL HILTI'CRS' 099-122 COIL NAILS @ 8" O/C 4" FROM CORNERS P.T. 1 x BUCK NOTE: THIS DETAIL IS ONLY INTENDED FOR THE MINIMUM FASTENING OF THE FRAME THROUGH THE BUCK, INTO THE CONCRETE SUBSTRATE. ACTUAL FASTENERS TO BE INSTALLED PER PRODUCT APPROVAL. ACTUAL FINISHING MATERIALS AND SHAPES PER ARCHITECTURALS. 3 NON -STRUCTURAL BUCK S5 SCALE-N.T.S. CONCRETE BEAM PER FRAMING PLANS (REINF. NOT SHOWN FOR CLARITY). BEAM POURED MONOLITHIC WITH COLUMN. SEE COL SCHED, AGI STD. HOOK ALIGNED W/ FOOTING BOTTOM REINF. F J ¢ U w W LU Z J Z ¢ 0 O O F- w J a a SEE FOUNDATIONS ELEVATION U PLAN FOR FOOTING TYPE (GRADE BEAM, MONOLITHIC w U 0 w x U co OL SCHED #3 TIES SEE COL SECTION CUT SCHED. 0 m i PROJECT CLASSIC Structural Engineering CONC. COL. 8 ANCHORAGE. SS) SCALE: 1/2" = 1' 90 DEGREE ACI STANDARD HOOK ON ALL TOP BARS @ BEAM END FARID ABUGATTAS, P.E. STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# PLANS@PROJECTCLASSIC.COM 2615 WINDOW PER PLAN BUCK, SEE BUCK DETAIL MIN. 8"x8" POURED CONC. SILL w/ UP T017 OPENING WIDTH: (1) #5 CENTERED UP TO 15' OPENING WIDTH: (2) #5 AS SHOWN MIN. 8N12" POURED CONC. SILL w/ UP TO 19' OPENING WIDTH: (2) #5 TOP & BOT SPLICE TOP BARS ONLY OVER THE MIDDLE OF THE BEAM IN BETWEEN INTERMEDIATE SUPPORTS (IF A SPLICE IS REQUIRED) SPLICE BOTTOM BARS ONLY — OVER THE INTERMEDIATE BEAM SUPPORTS (IF A SPLICE IS REQUIRED). CONC. WINDOW 4 SILL DETAIL SrJ SCALE: N.T.S. REQUIREMENT OF THIS SECOND REBAR VARIES, SEE NOTE THIS DETAIL. VERTICAL REBAR IN CMU CELL UNDER WINDOW SILL. SPACED @ 48" O/C MAX. END WITH ACI HOOK INTO SILL AS SHOWN. #8 #5 ^'F y 4 06 0 #4 #7 2I %�2 #3 #6 '� _u_ 9 ACI STANDARD HOOKS S5 SCALE: 1/2" = 1' A TO EXTERIOR to FACE OF STD. HOOK SEC. A-A� 6" MIN INTO SUPPORTS STIRRUPS w q 1-1/2" CLEAR CONC COVER U L1=CLEARSPAN TO THE TIES ON ALL w ELEVATED BEAMS w 3" CLEAR CONC COVER TERMINATE (1) BOTTOM BAR WITH U ON ALL GRADE BEAM 90 DEG. ACI STANDARD HOOK 0 SIDES CAST AGAINST SOIL —11 p 13 TYPICAL MULTI SPAN BEAM REINFORCING DETAIL �,�XGo0 S5 SCALE: N.T.S. 0O�wG16,0 REVISIONS I BY I DATE FL-WIU05 FIRM AAW30 R �,. "'A S5 OF7 STRUCTURAL NOTES INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS PERPENDICULAR TO THE MAIN REINFORCEMENT. OVERLAP CONTRACTOR SHALL RETAIN A STRUCTURAL STEEL FABRICATOR THAT WILL MODELTHE STEEL MEMBERS, THEIR REVISIOM BY DATE TEMPERATURE BARS WHERE NEEDED A MIN OF 24" GEOMETRY AND THE CONNECTIONS BETWEEN EACH IN ORDER IN A 3D STRUCTURAL STEEL DETAILING PROGRAM IN `xx%%I111 I / //// FAR I D AB U GATTAS P.E. CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615 (GRADE 60). ORDER TO GENERATE SHOP DRAWINGS SHOWING THE CONNECTIONS TO SCALE. THESE SHOP DRAWINGS SHALL BE �\ �q,q A,//// SUBMITTED FOR APPROVAL TO THIS OFFICE PRIOR TO FABRICATION. THIS OFFICE WILL �� ®® •.;III® �/ 7 GENERAL REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE TO BE WELDED TO STRUCTURAL STEEL SHALL CONFORM TO �� ' •° vCEN$F°•. �.� /� ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE PRECEDENCE ASTM A-706 (GRADE 60). REINFORCING BARS CONTAINING A LIGHT COAT OF RUST SHALL BE ALLOWED. NOT BE RESPONSIBLE FOR FABRICATION ERRORS ARISING FROM FABRICATED STEEL WITHOUT A STAMPED SHOP 1 / / STRUCTURAL ENGINEER - DRAWING APPROVAL FROM THIS OFFICE. I •• ,� OVER STRUCTURAL ITEMS IN OTHER TRADES' PLANS . ACI HOOKS TO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT. I } ; * 1 E EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUM CONCRETE STRENGTH FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC LRFD 13TH EDITION. 724 I� � ! 7318 TEXAS TRAIL FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN.. ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM ANY CONCRETE FACES. STEEL BEAMS, C-CHANNELS AND MC -CHANNELS SHALL COMPLY WITH ASTM A992 (GRADE 50). _ VVV i BOCiA RATO N FLORIDA 33487 REQUEST FOR INFORMATION STEEL RECTANGULAR / SQUARE COLUMN SECTIONS - ASTM A-500 (Fy--46 KSI), GRADE B. WELDED REINFORCEMENT SHALL CONFORM TO.AWS DI A OR BE ASTM A706 GRADE 60. STEEL CIRCULAR COLUMN SECTIONS -ASTM A-500 (Fy=42 KSI), GRADE B. PHONE: PLEASE USE HAND SKETCHES AND OTHER VISUAUWRITTEN METHODS TO COMMUNICATE A CONSTRUCTION QUESTION. (954) 667 - 7803 FAX: (561) 665 - 5438 ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOES NOT INCLUDE STUCCO). STEEL ANGLES AND SSHAPES SHALL CONFORM TO ASTM A36, i ®,'•° PROJECT CLASSIC C SEND TO US VIA EMAIL OR FAX. � p P.E. LICENSE # 72471, CA#29407 CONTRACTING NOTES ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. ALL STEEL BOLTS AND THREADED RODS, UNLESS NOTED OTHERWISE ON THE PLANS TO BE ASTM A307, GRADE AAND // [ORI .° • `�� Structural Engineering ° •... • THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BIB F1 ADDITIONAL CONCRETE WOOD STRAPPING, AMOUNT OF THE CONCRETE COVER SHOULD BE AS FOLLOWS FORMWORK CONCRETE PLACED DIRECTLY IN CONTACT WITH NOTED OTHERWISE: INSTALLED REGULAR SPOUD SNUGWRENTIGHT CONDITION (DEFINED AS BEING TIGHTENED BY THE FULL EFFORT OF A WORKER USING A /� •• `\`��� 6/06/2019 g g WWW°PRO`) E(�'TCLASSIC'COM - SHELL BID) AS AN ALLOWANCE FOR ADDITIONAL R O I/II II PLANS@PROJECTCLASSIC.COM---_---- STRUCTURAL STEEL PARTS, WELDING, CONNECTORS, SAWCUTTING OR GRINDING CONCRETE AND ITS ALL BAR SIZES 3" BOLT NUTS TO BE ASTM A563. ASSOCIATED LABOR. SAID ALLOWANCE SHALL BE USED FOR REWORKS REQUIRED BY THE INSPECTOR OR ALL STRUCTURAL STEEL, WHEN WITHIN AIR CONDITIONED SPACE (NOT INCLUDING REBAR) TO HAVE A SHOP COAT OF -- -- FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL: RUST INHIBITIVE PAINT. AFTER INSTALLATION A FIELD TOUCH UP SHALL BE APPLIED. ENGINEER IN ORDER TO ENSURE THE INTEGRITY OF THE STRUCTURE, PROPERLY CONSTRUCT THE SHELL AND ABBREVIATION LEGEND: LW -LONG WAY CORRECT ANY MISINTERPRETATIONS OR INCONSISTENCIES IN THE PLAN VIEWS, NOTES AND DETAILS. #5 BARS OR SMALLER 1.1/2" IF THE JOBSITE I$ FURTHER THAN 1 MILE FROM THE OCEAN, ANY STRUCTURAL STEEL THAT IS TO BE EXTERIOR TO THE LRFD - LOAD AND RESISTANCE FACTOR ADDL - ADDITIONAL GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY INTERACT ALL OTHER BAR SIZES 2" BUILDING ENVELOPE SHALL 8E HOT DIP GALVANIZED. ALL EXTERIOR STRUCTURAL STEEL WITHIN 1 MILE FROM THE DESIGN _ _ - _- AS -ANCHOR BOLT OCEAN TO BE STAINLESS STEEL. LL - LIVE LOAD EN FACE F CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND -AMERICAN CONCRETE INSTITUTE WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADE COORDINATION HAS BE 0 ACI C LLBB -STEEL ANGLES WITH LONG LEGS ATTACHMENT TO UNIT: SLABS, CAST IN PLACE WALLS ALL SHEAR STUDS SHALL BE TYPE B, ASTM A108 (Fu = 65 ksi) AIBI - AMERICAN IRON AND STEEL PERFORMED THIS OFFICE SHALL BE CONTACTED IN CASE THE CONTRACTOR FINDS MISSING AMBIGUOUS,. ' : - UNCLEAR ORCONFLICTING INFORMATION. I BACK TO BACK ALL CABLES SHALL BE STAINLESS STEEL 8x19 WIRE ROPE -TYPE 304, IN COMPLIANCE WITH ASCE19-10 PROVISIONS. INSTITUTE USE MANUFACTURER BEAMS AND COLUMNS 1-1/2" MCJ -MASONRY CONTROL JOINT EQUIPMENT UNIT. THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED DO NOT CUT THE TOP STEEL PLATES IN ORDER TO ALLOW CONCRETE FROM THE TIE BEAM TO FILL THE STEEL COLUMN. AISC - AMERICAN INSTITUTE OF STEEL FASTENERS OR PROVIDE COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. IF CONCRETE FILLED STEEL COLUMNS ARE REQUIRED BY THE STEEL COLUMN SCHEDULE OR THE ARCHITECT, THEY CONSTRUCTION MO - MASONRY OPENING (2) #12-14 SELF DRILLING • STRUCTURAL PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. MFR -MANUFACTURER • SHALL BE FILLED IN THE FABRICATING SHOP PRIOR TO PLATE WELDING. AL - ALUMINUM SCREWS PER ANGLE • ALL OPENINGS BELOW 60'-0" TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1 /o AMOUNT OF REBAR TO BE USED AT THE DISCRETION OF THE MIN -MINIMUM AAL ALLOWABLE STRESS DESIGN I� • GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY. STRUCTURAL INSPECTOR IN ORDER TO RECTIFY OR STRENGTHEN ANY CONDITIONS FOUND TO BE CRITICAL DURING ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING MID -MIDDLE SOCIETY'S STANDARD QUALIFICATION PROCEDURE" ) SAL -BALANCE, REMAINING • CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS IN EXCESS OF CONSTRUCTION. (AWS D1.1 , TO PERFORM THE TYPE OF WORK REQUIRED. ALL BP - BASE PLATE MISC - MISCELLANEOUS � STEEL WELDING RODS SHALL BE E70XX ELECTRODES. NTS - NOT TO SCALE Fyl THEIR CAPACITY. ALL OTHER TRADES PLANS SHALL BE VERIFIED S, IDENTIFY THE LOCATION OF DEPRESSIONS, RECESSES, PIPES, BON -BOTTOM O/C - ON SIDE DI SPACING ATTACHMENT TO • THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR PENETRATIONS, SLEEVES, ETC. SAID PENETRATIONS, SPECIALLY WHEN THEY CROSS CONCRETE BEAMS AND COLUMNS, ALL STEEL BEAM CONNECTIONS ARE INTENDED TO SIT DIRECTLY ON TOP OF TOP PLATES OF HOLLOW STEEL TUBE CANT -CANTILEVERED � n COLUMNS (NOT TO THE SIDE OF STEEL TUBE COLUMNS). DO NOT CUT TOP PLATES OF STEEL COLUMNS TO BE FILLED CIP -CAST IN PLACE OD -OUTSIDE DIAMETER FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL MUST BE BLOCKED OUT FROM THE POUR, DISPLACING THE LEAST AMOUNT OF CONCRETE, PRIOR TO THE POUR. ANY PT -PRESSURE TREATED WOOD SLAB: /F'11 PLANS. PENETRATIONS LARGER THAN 5" DIAMETER MUST BE APPROVED BY THIS OFFICE. WITH GROUT. CL -CENTER LINE • ALL STEEL BEAMS BEARING PRECAST SHALL HAVE STEEL POST SHORES 10' O/C, RESHORED TO THE GROUND PSI - 1 LB PER SQUARE INCH ANGLE WITH LONG ALL STEEL BEAMS TO EMBED PLATES ON CONCRETE SHALL BE DONE AFTER CONCRETE HAS REACHED GLG -CEILING � _ • F•-� @ ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHALL HAVE AN APPROVED FRESH CONCRETE EPDXY 70% OF THE SPECIFIED COMPRESSIVE STRENGTH (VERIFY WITH THE 7 DAY CONCRETE SPECIMEN BREAK RESULTS). CUR - CLEAR PSF - 1 LB PER SQUARE FOOT ANGLE WITH (1) 1/'l' WW z LEVEL, DURING PRECAST PANELS LOADING. BONDING AGENT APPLIED AS PER THE MANUFACTURER'S SPECIFICATIONS. ' ' CONC - CONCRETE PLF - 1 LB PER LINEAR FOOT 1/2" DIAMETER X 1-� DO NOT CUT THE HEADS OR NUTS OF ANY BOLTS THAT PROTRUDE PAST THE STEEL PLATES OF STEEL BUCKETS PL -PLATE ` ✓/ PROJECT SPECIFIC CODES USED: ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT, LAITANCE, DEBRIS, ETC, PRIOR WITHOUT PRIOR CONSULTATION WITH THIS OFFICE. COL -COLUMN R.S. - RING SHANK NAIL 3.5" EMBEDMENT ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE, 2017. THIS TO THE PLACEMENT OF ANY CONCRETE. CJ -CONTROL JOINT/CONSTRUCTION HILTI KWIK BOLT III IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS). NOTICE THAT SOME STEEL REVIEW AND CONCRETE BEAMS/SLABS ASSEMBLIES MAY REQUIRE "TWO SEPARATE JOINT RC - REINFORCED CONCRETE OR EQUIVALENT I� a W I FOR PIPES THAT RUN ON THE INSIDE OF THE REINFORCING CAGE OF CONCRETE COLUMNS AND CONCRETE BEAMS, CRANE/INSTALL SESSIONS". REVIEW THE DETAILING PRESENTED IN THESE PLANS AND ASSESS IF THIS IS THE CASE. SOS - REINFORCEMENT PROJECT PLANS, DETAILS &ARCHITECTURAL BACKGROUNDS CONN. -CONNECTION a REINFORCING BARS THAT HAVE LE35 THAN 1.5" COVER AGAINST PVC PIPES DUE TO INEVITABLE FIELD COORDINATION SPECIFICALLY LOOK FOR CONDITIONS WHERE STEEL BEAMS CARRY CONCRETE SLABS OR CONCRETE BEAMS. CMU -CONCRETE MASONRY UNIT SOS -SELF DRILLING SCREW (TYP OF 8) \�/1 /� ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAIL6 THAT WITH PLUMBING, MUST BE FIELD SPRAY GALVANIZED 6" TO EACH SIDE OF EACH PIPE. NO REBAR SHALL HAVE LESS THAN DBA - DEFORMED BAR ANCHOR. STD -STANDARD � f 1 jam{ REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL CONFLICTING 3/4" COVER AGAINST A PIPE. DO NOT OVERHEAT STEEL MEMBERS BEING WELDED AS THIS WILL CAUSE THEM TO LENGTHEN BY THERMAL EXPANSION. DST - DETAIL BACSLBK -STEEL ANGLES WITH SHORT LEGS e ° � �I I�"1 ITEMS. THIS IS A CONCERN BECAUSE THE LENGTH OF THE EXPANDED WELDED MEMBER IS COMMONLY FIXED ENOUGH THAT 0L - DEAD LOAD BACK - BACK _ u � r ^ Z ANY CONSTRUCTION JOINT BETWEEN TWO SLABS REQUIRES CONNECTION DOWELS TO PREVENT DIFFERENTIAL SCHED-SCHEDULE r-1 V J - DIAMETER 6" MIN. OFFSET ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS, PARTITION LOCATIONS, ETC) SETTLEMENT THAT COULD CRACK FLOORING OR OTHER FINISHES. UNLESS NOTED OTHERWISE USE #3 REBAR, SINGLE WHEN IT COOLS DOWN IT CAN PULL OUT CONCRETE FROM THE SUPPORTING COLUMNS AND BREAK IT. TO FURTHER DIA SJI -STEEL JOIST INSTITUTE o HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TO THE CORRESPONDING TRADE'S MITIGATE THIS NEGATIVE EFFECT, WELD ONLY ONE SIDE OF THE MEMBER AND ALLOW THE MEMBER TO COOL PRIOR TO DIM-.DIMENTION SDI -STEEL DECK INSTITUTE ` ' FROM SLAB (TYP) � IC1 14 O PIECE, EXTENDING 12" INTO EACH OF BOTH SLABS. SPACED @72" 0/C AND 4" FROM EACH SIDE. EA -EACH MIN. 2' SPACING PLANS FOR FINAL LAYOUTS AND DETAILS. WELDING THE OPPOSITE SIDE. E.E. -EACH END SW -SHEAR WALL BETWEEN UNITS a DO NOT USA SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION NEEDED ANCHORING SPECIFICATIONS SW -SHORT WAY IS UNAVAILABLE, PLEASE CONTACT THIS OFFICE. CONCRETE SCREWS SHALL BE HILTI KWIK-CON II (NOA#12-0625.05) STEEL SUPPLIER SHALL USE BOTH THE DETAILS AND SCHEDULES IN THIS PLAN, AS WELL AS FIELD VERIFYING FORTHE E.W. 'EACH WAY TON - 2000 LB (VERIFY W/ ° a EWTB -EACH WAY, TOP AND BOTTOM MANUFACTURER) GRAVITY LOADING (ASCE 7-10, CHAPTER 3C, TABLE C34 & C3-2) EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT 3 OR EQUAL. ACTUAL TOP OF FOOTING LOCATIONS IN THE FIELD. MAKE SURE TO BEAR ON FOOTING AND NEVER BEAR A COLUMN EF - EACH FACE TYP TYPICAL 7- I SEE GRAVITY LOADING CHART FOR DESIGN LOADS. OVER A SLAB. EJ -EXPANSION JOINT T/ - MEMBER'S TOP ELEVATION 9 ® H NOMINAL AND TRUE THICKNESS MEMBERS T/STRUCTURE - THE TOP ELEVATION OF THE r� F-r-1 REQUEST ACTUAL PRODUCT CUT SHEETS FROM SUPPLIERS FOR ANY EQUIPMENT HEAVIER THAN 200 US. FBC -FLORIDA BUILDING CODE CONCRETE SLA l/ J F. MASONRY (TMS402-16/ACI 530/ASCE 5 & TMS602, AC1530.1/ASCE 6) CONCRETE SLAB, BEAM OR PLYWOOD. SPECIALTY ENGINEERS MUST CONSIDER THE MINIMUM SERVICE WEIGHTS FOR THE FOLLOWING, HOWEVER THE ACTUAL THE FOLLOWING ARE MEMBERS IN WHICH THE NOTED THICKNESS AND WIDTH IN PLAN AND SCHEDULE IS INTENDED TO FF - FINISHED STRUCTURAL FLOOR ARCHITECTURAL FINISHES ARE APPLIED PER FOUNDATION CUT SHEET GOVERNS: BE THE EXACT MEASUREMENT OF THE ACTUAL BUILT MEMBERS. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. ELEVATION ABOVE THIS ELEVATION. PLANS. • ALL CONCRETE SLABS MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF FR - FINISHED STRUCTURAL ROOF I� v POOL TABLE = i 500 LB pNDN - FOUNDATION TS -TUBE STEEL (HOLLOW STRUCTURAL I,/ Il�,,,`I BATH TUB = 600 L8. • INTERIOR CONCRETE BEAMS AND COLUMNS INDIVIDUAL UNITS PER FBCR 608.4. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL FRMNG -FRAMING SECTION) SAFE DEPOSIT BOXES = 2000 LB REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM TOSSEC - TOP OF SLAB 1 S LAB MOUNT EQUIPMENT UNIT � r� • FOOTINGS, GRADE BEAMS AND PILES ELEVATION O FISH TANKS =VARY CONSIDERABLY, 4000 L8. DESIGNATION A-615 GRADE 60. ALL CMU. WALL UNDERGROUND SHOULD BE SOLID GROUTED FTG -FOOTING TOO -TOP OF BEAM • STRUCTURAL STEEL MEMBERS (COLUMNS, BEAMS AND CONNECTION MEMBERS) UNO - UNLESS NOTED OTHERWISE W M�-1 A/C COMPRESSORS = 500 LB. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE GA -GAUGE U= -UPLIFT VALUE IN LB T � I F.L,� THE FOLLOWING MEMBERS HAVE THEIR NOMINAL DIMENSIONS NOTED AND THE ACTUAL DIMENSION VARIES: VERT -VERTICAL S6 SCALE: 1 /2 1 P�1 GENERATORS = 3000 LB. STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. MORTAR OC -GENERAL CONTRACTOR ,� - , ii �� V • CONCRETE COLUMNS AND TIE BEAMS IN -LINE WITH MASONRY WALLS, WHERE THE COLUMN THICKNESS SHALL MAY BE RE -TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO MORE THAN 2.5 HOURS AFTER INITIAL MIXING. HE - HEADED STUD / NELSON STUD = J WIND LOADING (ASCE 7-10) VIF -VERIFY IN FIELD raj'( MATCH THE WALL NET THICKNESS. HC - HOLLOWCORE WIND SPEED=170 MPH (3 SECOND GUST) THE FINAL CMU BLOCK AND MORTAR SHALL ACHIEVE AN PM = 1500 PSI. HDG - HOT DIPPED GALVANIZED VO -VAPOR BARRIER O EXPOSURE = D DRESSED LUMBER GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C476 HAVING A MINIMUM HSS - HOLLOW STRUCTURAL SECTION W/ - WITH BUILDING TYPE= ENCLOSED, RIGID STAIRS - ONE AND TWO FAMILY RESIDENCES COMPRESSIVE STRENGTH OF 3,000 PSI. KLF - 1000 PER LINEAR FOOT WWF -WELDED WIRE FABRIC j--� MRH=28.10' KO -KNOCK-OUT 0 -DIAMETER ,r STRUCTURE CATEGORY = II DESIGN LIVE LOAD = 40 PSF PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL 1 KIP - 1000 LB O KD=0.85 - EITHER ASO OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR DESIGNING THE VARIOUS HANDRAILS AND GUARDRAILS EXTERIOR WALLS. THIS REINFORCEMENT SHALL EXTEND MIN 4" INTO ALLCONCRETE COLUMNS. KBI - 1000 LB PER SQUARE INCH STRUCTURAL ELEMENTS IN THIS PROJECT. TO BE DESIGNED ACCORDING TO ASCE 7.10 SECTION 4.5.1: ABLE TO RESIST MOST STRINGENT OF LINEAR LOAD OF 50 IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY, TIE BEAMS, TIE U , 1 O INTERNAL PRESSURE COEFFICIENT=+/- 0.18 LB/FT OR 200 LB, APPLIED IN ANY DIRECTION AT THE TOP, INTERMEDIATE PICKETS TO BE ABLE TO RESIST A SINGLE COLUMNS, ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE POUR. UPON INSPECTION COMPONENTS & CLADDING DESIGN WIND PRESSURES: POINT LOAD OF 50 LB. APPROVAL, ENGINEERING SIGNED, SEALED AND DATED LETTER WILL BE PROVIDED TO THE GENERAL CONTRACTOR AS. REQUIRED BY THE AHJ. WALLS: INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FOR A UNIFORM HORIZONTAL LOAD OF NOT NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR. ATTACHING TO: WALLS: +12'-O" LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADS COUNTIES) FOR REINFORCED UNIT MASONRY, - WOOD RAFTERS: (4) #10 WOOD SCREWS ZONE 4=+45.94 PSF, -5.PSF ANY OPENINGS THE GUARD, OF WHICH THEY AREA PART WITHOUT RESTRICTION BY DEFLECTION. REACTIONS MANDATORY INSPECTION REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS DESCRIBED BY MSJC TABLE 4- UNDERSIDE OF CONCRETE SLAB: (2) " ZONE 5 =+45.94 PSF, 58.07 07 PSF RESULTING FROMM , THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN R4403.3.6.1 IN DESIGNING THE MAIN SUPPORTING MEMBERS OF GUARDS. 2-1/4" TAPCONS WHICH STATES THE GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPECTOR CERTIFICATES OF MATERIALS USED IN WALLS: +13'-0" MASONRY CONSTRUCTION, SUCH AS MASONRY BLOCK COMPLYING WITH ASTM C90, THE MINIMUM NET COMPRESSIVE -UNDERSIDE OF ANY PRE -STRESSED SYSTEM SUCH 11- ZONE 4 =+46A1 PSF, 49.75 PSF ABRUPT DIFFERENCES IN AND AROUND BUILDINGS WHERE THE WALKING SURFACE HEIGHTS EXCEEDING 30" SHALL BE BLOCK STRENGTH OF 1900PSI AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615. THE SPECIAL TIES PER BEAM CONCRETE BEAM AS HOLLOWCORE (4) HILTI X-ANI (0.145" DIAMETER) ZONE 5=+45.41 PSF, 57.01 PSF PROVIDED WITH SAFEGUARDS NOT LESS THAN 42" IN HEIGHT. INSPECTOR SHALL VERIFY GROUT SPACES, LADDER TYPE REINFORCEMENT, REINFORCEMENT DIAMETER AND SCHEDULE BEING CARRIED WITH 3/4" MAXIMUM EMBEDMENT. Z SAFEGUARDS MAY BE OMITTED ON DOCKS, SEAWALLS AND DECORATIVE FOUNDAINS WHERE THE LOWER LEVEL IS THE LOCATIONS FOR WALLS, TIE BEAMS AND CONCRETE COLUMNS.' 3-5/8"X 12" - UNDERSIDE OF HOLLOW LIGHT GAGE STEEL: &ffl� 8 SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE. WATER SURFACE. 3" 3" LONG TRACK. (4) #10 SELF DRILLING SCREWS (# 3 POINT) SAFEGUARDS IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN BY OF 3/4" BELOW TOP OF SLAB FOR A WIDTH OF THE EXTERIOR WALL. P� DEFLECTION DESIGN CRITERIA ALL CONCRETE SLAB EDGES AND CONCRETE BEAMS SUPPORTING EXTERIOR WALLS SHALL BE RECESSED A MINIMUM �I I� -I--I� ALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SHALL BE PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL STAIR GEOMETRY -FBCR (RESIDENTIAL) CODE REQUIREMENTS DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR: REJECT A 44NCH (102 MM) DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL FILLERS TO HAVE _ I r • TOTAL LOAD: SPAN / 240 INDIVIDUAL OPENINGS NOT EXCEEDING 64 SQUARE INCHES (413 CM2) IN AREA. R311.7.5 STAIR TREADS AND RISERS. ��\ \ \ \\\ \ \� �� • REINFORCED CONCRETE ELEMENTS: LIVE LOAD +LONG TERM SPAN / 360 WHERE A BALUSTRADE IS USED TO COMPLY WITH THE REQUIREMENTS OF THIS PARAGRAPH, THE MAXIMUM CLEARANCE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION • WALL / MULLIONS: L / 175 BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE AND THE ADJACENT SURFACE SHALL NOT EXCEED 2 INCHES (51 MM). ALL DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. . MARBLE AND STONE TILE SUPPORTING FLOORS: LIVE LOAD: SPAN / 720 FOR SAFEGUARDS ON STAIRS, THE 2-INCH (51 MM) CLEARANCE SHALL BE MEASURED FROM THE BOTTOM RAIL OF THE R311.7.5.1 RISERS. ALL STEEL TO BE �� � a • ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: U240, TOTAL: U180 PER FBC TABLE 1604.3 BALUSTRADE TO A LINE PASSING THROUGH THE TREAD NOSINGS. THE MAXIMUM RISER HEIGHT SHALL BE 7.3/4 INCHES. GALVANIZAZED r-+ ra SHALLOW FOUNDATION (SOIL PRESSURE:ASD, FOOTING DESIGN: LRFD) LAMINATED GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, IF TESTED BY AN ACCREDITED THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. ==JLG-90 3-5/8 STUDS i D TIN T BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2 500 PSF. U BOTTOM OF FOOTINGS O LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND KINETIC ENERGY THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 � Q) R SITE PREPARATION (ANY DE-MUCKING,DE•WATERING, PRE -CONSOLIDATION, COMPACTION, PRESCRIBED TESTING OR IMPACT LOADING CONDITIONS. INCH . RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN E ANY OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS REPORT) TO BE ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THATL MAIN CARRYING - ::: 7.'y AREAS IN ALL OCCUPANCIES FROM WHICH THE PUBLIC IS EXCLUDED REQUIRING SUCH PROTECTION MAY BE PROVIDED CONCRETE BEAM PERFORMED PER SOILS AND SUBSURFACE INVESTIGATION: THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE. WITH VERTICAL BARRIERS HAVING A SINGLE RAIL MIDWAY BETWEEN ATOP RAIL AND THE WALKING SURFACE. /� V EXCEPTION: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH ATOTAL RISE OF 30 INCHES PROVIL7E ADDITIONAL TIES AS N KELLER, SCHLEICHER & MAC WILLIAM ENGINEERING AND TESTING,INC. (MAYO 18,2016) INTERIOR PARTITIONS OR LESS. (2) #10 SELF DRILLING P,• FBCR4403:77 NEEDED TO HAVE A MINIMUM SCREWS POINT PERMANENT, FULL -HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO RESIST ALATERAL R311.7,5.2 TREADS. ( ) Cd TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE. LIVE LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT (239 PA) AND IF SHEATHED WITH LATH AND PLASTER, THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN OF (3) TIES IN CLOSE NOTE: THIS DETAIL TO BE USED PLYWOOD AND DENSGLASS ATTACHMENT PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES. DEFLECTION AT THIS LOAD SHALL NOT EXCEED U360. THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S PROXIMITY TO EACH SIDE OF IN LOCATIONS WHERE TO STEEL STUDS SHALL BE WITH: �- t WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH AS TO OF LEVEL THE BBAM BEING CARRIED. SPECIFICALLY REQUIRED BY #10 SELF DRILLING SCREWS WITH #3 POINT @ 6" 0/C. CONSTRUCTION JOINTS LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY WITH THE FOOTING/BASE OF THE ADJACENT RETAINING WALUPOOL. MORE THAN 3/81NCH. THE FRAMING PLAN O • ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT, U.N.O. A CONTROL AND CONSTRUCTION JOINT LAYOUT SHALL BE PROPOSED BY THE GENERAL CONTRACTOR FOR REVIEW BY R311.7.5.2.1 WINDER TREADS. EXTERIOR APPLICATIONS:GRI D SPACING TO BE@16"O�C,20GA THE SOILS ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO SUPERVISE, INSPECT, VERIFY AND/OR CORRECT THIS OFFICE. ALL INTERMEDIATE STEEL COLUMNS SHALL BE ISOLATED BY JOINTS AS DEPICTED BY THE INCLUDED WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES MEASURED BETWEEN THE VERTICAL PLANES OF 'i ANY SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE. DETAIL IN THIS SET OF DRAWINGS. THE WIDTH OR LENGTH OF SLAB PANELS (DELIMITED JOINTS) SHALL BE WITHIN THE THE FOREMOST PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE. WINDER TREADS BEAM M ADDITIONAL TIE INTERIOR APPLICATIONS :GRID SPACING TO BE@24"O/Ci,20GA THE CONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOIL. RANGE OF 24 TO 36 TIMES THE THICKNESS OF THE CONCRETE SLAB. SHALL HAVE A MINIMUM TREAD DEPTH OF 6 INCHES AT ANY POINT WITHIN THE CLEAR WIDTH OF THE STAIR. WITHIN ANY DS6 BEAM TO A S SCALE: 3/4" = 1' 3 U � ELEVATOR FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER CEILING FRAMING DETAIL I L VIBRATORY COMPACTION EQUIPMENT RWILLATION LEVELS VIBRATIONS THAT WILL TRAVEL TO NEIGHBORING PROPERTIES AND ELEVATOR WALL TO BE SOLID GROUTED. COORDINATE ELEVATOR PIT DEPTH WITH MANUFACTURER. TREAD BY MORE THAN 318 AS RE .CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE CAUSE DAMAGE AND DISRUPTION. VIBRATION LEVELS SHALL BE MONITORED DURING OPERATIONS TO GUARANTEE A SAME FLIGHT OF STAIRS AS RECTANGULAR � �4 m MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF ADJACENT PROPERTIES. THE CONTRACTOR DRAINAGE TREADS. AND DO NOT HAVE TO BE WITHIN 3/8 INCH OF THE RECTANGULAR TREAD DEPTH. S6 r •� SHALL CONSIDER PERFORMING A CONDITION SURVEY OF ADJACENT PROPERTIES BEFORE AND AFTER COMPACTION ALL EXTERIOR FLAT SURFACES SHALL BE SLOPED TO DRAINS AS SHOWN IN THE ARCHITECTURAL DRAWINGS. R311.7.5.3 NOSINGS. S V SCALE: 3/4" = 1' ` L•�( OPERATIONS IN CASE DAMAGES OCCUR THAT WILL NEED TO BE REPAIRED. ALL ELEVATED ENCLOSED SURFACES SHALL BE PROVIDED WITH SCUPPERS PER ARCHITECTURALS. THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH - r F" 6 ,,, r��ttt WOOD (AF&PA NDS 2015, ASD) BUT NOT MORE THAN 1 1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING REQUEST COMPACTION INSPECTIONS AS REQUIRED. PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWO STORIES, 3000 PSI CONCRETE STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOISTURE CONTENT OF 19%.. INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND LANDINGS. WHEN SPECIFIED UNDER THE "CONCRETE STRENGTH" STRUCTURAL NOTES, READY MIX CONCRETE TO ACHIEVE A 28 COMMON NAILS TO BE USED, U.N.O., (II&O.131"0, 10d=0.148"0, 16d=0.162"0). BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. U ?�-I �. DAY COMPRESSIVE STRENGTH OF 3000 PSI. TIMBERS TO BE SOUTHERN PINE. .-I SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A-185. FABRIC SHALL LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE BARRIER (SUCH AS BUILDING EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES. � � 9 BE PLACED J FROM THE TOP OF THE SLAB. LAPS SHALL BE 6" MIN. WWM SHALL BE OVERLAPPED 30" AT PERIMETERS. PAPER OR GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES. R311.7.5.4 EXTERIOR WOOD/PLASTIC COMPOSITE STAIR TREADS. .-I �s CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION IN THE STRUCTURE THE MIX IS TO BE PLACED. ALL SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO BE PRESSURE TREATED. WOOD/PLASTIC COMPOSITE STAIR TREADS SHALL COMPLY WITH THE PROVISIONS OF SECTION a 6 CONCRETE PLACEMENT ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION. NO STAMPED MEMBER SHALL ; , -- _,_ BE USED IF MEMBER HAS BECOME DEFECTIVE. R507.3. ACI347.2R-10, 4.5: NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE PLACEMENT. ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER. R311.7.6 LANDINGS FOR STAIRWAYS. e� CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH _ems FOR WOOD FRAMED WALLS, STAGGER THE TOP PLATE JOINT LOCATIONS 24" OR MORE. PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS 2X4 BLOCKING @ AT ALL = -- BOND BEAM EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES. OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE PLYWOOD SEAMS, ATTACH W/ WOOD TRUSSES (PRE-ENGINEERED) GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH & ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY ARCHITECT AND THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED 2- 16D TOE NAILS EACH END �m z OF ANY DISCREPANCIES. COORDINATE MASONRY OPENINGS WITH WINDOW MANUFACTURER & N.O.A. LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN; THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL NOTE: COORDINATE WITH BOX OUT IN TYPICAL I= 4 FOR ARCHED BEAM ADD (2) # 5'3 DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE FOR BOTTOM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG ANY PANEL POINT. SHALL BE NOT LESS THAN 36 INCHES. ARCHITECT FOR SPECIFIC TRUSS, ALIGNED WITHIN SEE PLAN EVERY 4" EXTRA WIDTH, TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER FBC TABLE 1607.1. T. / TRUSS TRUSSES THAT REQUIRE SUBSEQUENT TRUSSES TO '"`' - BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED BETWEEN THEM EXCEPTIONS: THIS BOX OUT ALLOW TOR THE PASSAGE TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF Sx8 KNOCK OUT BLOCK WITH LONGITUDINAL CONTINUOUS IN ARE TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM OF SIGNED AND SEALED OF A STRAIGHT RUN OF AN Job No. 1311136 SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THE ENGINEER OF RECORD FOR GENERAL COMPLIANCE WITH AC RECTANGULAR DUCT. EACH COURSE. LAPS TO BE 30". USE (2) #5x30"x30" CORNER BARS AT EVERY CORNER, T-INTERSECTION OR VERTICAL 1. A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, PRE-ENGINEERED WOOD FLOOR TRUSSES INITIAL LAYOUT AND DESIGN PARAMETERS. TRANSITION. INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE TRUSSES, SEE APPROVED PRE-ENGINEERED 24" O.C. FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 TRUSS AND GIRDER CONNECTIONS TO THE MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS BY THE STAIRS. SHOP DRAWINGS. "PCL" REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA# 14-0903.03. USE 12" WIDE LINTEL FOR 12" ENGINEER OF RECORD. THICK WALLS TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USING COMPONENTS AND CLADDING PRESSURES. 2. SEE SECTION R311.3 FROM EXTERIOR DOORS WHERE A STEP DOWN IS PROVIDED. TIES AT INTERMEDIATE AND END SUPPORT SPACING REFERS TO TIES TO EACH SIDE OF EACH INTERMEDIATE COLUMN DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN OR WALL SUPPORT ACCORDANCE WITH THE FOLLOWING STANDARDS. a R311.7.7 STAIRWAY WALKING SURFACE. * . DESIGN LATESPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (R0); BRACING NG DESIGN SPECIFICATIONS FOR THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN INSTALLED -IF NO Z METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING WOOD TRUSSES: END TIES SHOWN, USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM. THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERCENT SLOPE 2X4 BOTTOM GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING MANUFACTURER. COMMENTARY AND RECOMMENDATIONS (8WT 78); HANDLING AND ERECTING WOOD TRUSSES: COMMENTARY AND ( )' CHORD BRACING RECOMMENDATIONS (HIB-91). SHOP DRAWINGS: u_ END W/ 2 16d FOR FOR BROWARD AND DADE COUNTIES, FBC 2121.2.3.2 REQUIRES THE USE OF 1#7 REBAR IN THE TOP AND BOTTOM BOND DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE�BELOW REQUIREMENTS. FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES HAVE STAMPED w NAILS. ( ) BEAM COURSES. #5X42"x42" CORNER BARS CAN BE USED TO AID IN FITTING UPLIFT STRAPS. MATERIAL SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD OR 3/8" PLYWOOD. AND: GIRDER TRUS CONCRETE TESTING FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 718.4.3 SUCH THAT ANY HORIZONTAL AREA DOES . GENERAL CONTRACTOR HAS VERIFIED: I -WM05M -AA00 QUALIFIED TESTING TECHNICIANS SHALL PREPARE SPECIMENS (APPLIES FOR ALL CONCRETE, INCLUDING FIELD AND NOT EXCEED 3000 SOFT. -FIELD DIMENSIONS 1 2'-6" PREFABRICATING YARD OR ANYWHERE THAT CONCRETE IS PRODUCED THAT WILL BE USED IN THIS PROJECT) FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL AREA DOES -AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS REQUIRED FOR CURING UNDER FIELD CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN NOT EXCEED 1000 SOFT. h PREPARING SPECIMENS FOR LABORATORY STRENGTH TESTS. -GENERAL COMPLIANCE WITH THE APPROVED PLANS FLOOR TRUSS PARALLEL (•." , 2g"'- FBC 2121.2.4: GABLE END TRUSSES ARE NOT ALLOWED. ALL GABLE WALLS TO 8E BUILT WITH MASONRY GABLE WALLS ARCHITECT HAS VERIFIED: " ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF BREAKING (2) AND CONCRETE RAKED BEAMS OR WITH BALLOON FRAMED STUD WALLS AND RAKED DOUBLE TOP PLATES. 4 TYPICAL AL C B OX O U T I N TRUSSES _� WO DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES, MOLDED AS PER ASTM C31 AND TESTED PER ASTM C39) -INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS, COFFERS, VAULTS AND ANY ATTIC TRUSSES SHALL BE SHEATHED WITH 3/4" CDX PLYWOOD SUB FLOOR. USE SD RING NAILS @ 6" 0/C. OTHER GEOMETRICAL CEILING FEATURES. (� 5 TO GIRDER `, cWE� �� SHALL BE PERFORMED ACCORDING TO THE MOST FREQUENT OF: 56 SCALE: 3/4" - 1' EVE G THE TRUSS LAYOUT SHOWN IN OUR FRAMING PLANS IS TO BE SUPERCEDED BY THE APPROVED SHOW DRAWINGS -LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH ONCE ADAY WHICH SHALL GOVERN FOR EXACT TRUSS LOCATIONS AND NUMBER OF PLIES S6 SCALE: 3/4" = 1' R �,GpMPL1A /'y • ONCE EVERY 150 CUBIC YARDS SPAS, TUBS, STONE CLAD FEATURES SUCH AS CHIMNEYS SHALL HAVE THEIR EXTRA WEIGHTS ACCOUNTED FOR IN THE -MINIMUM AREAS DESIGNATED FOR STORAGE SPACES. OD OV V . ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA TRUSS ENGINEERING. REQUEST THE CUT SHEET FROM THE GENERAL CONTRACTOR IN ORDER TO APPLY THE LOADS IN -EXTERIOR WALL RECESSES , S , CIEcc • THE CORRECT SUPPORT POINTS AND WITH THE CORRECT MAGNITUDES. • SIT • y� O 6 0 7 DAY, 14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD FOR NOTE: GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY B REVIEW. THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIME OF CONCRETE POUR ONLY 10 PSF ALLOWED TO BE USED AS DEAD UPLIFT COUNTERWEIGHT THE DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OF REVIEW, ADJUSTMENT AND ,g,` AND INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING. RESUBMITTAL. SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THE DESIGN PARAMETERS SPECIFIED IN I I'll -ALL ATTIC AREAS WHERE LIGHT UNINHABITABLE STORAGE IS LOCATED MUST BE DESIGNED FOR AN ADDITIONAL THESE PLANS BUT IN NO CASE LESS THAN THE MINIMUMS REQUIRED BY THE ABOVE MENTIONED CODES. DESIGN CONCRETE REINFORCEMENT CONCURRENT 20 PSF LIVE LOAD. PARAMETERS USED AND ALL LOADS FROM SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE QF TEMPERATURE REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED CONTINUOUSLY (WITHOUT BREAKS OR STRUCTURAL STEEL (AISC LRFD) CLEARLY IDENTIFIED IN THE REVIEW PACKAGE. 12 1 ROOF PITCH #3 TIES @4" O/C ALONG SLOPED PORTION. (2) #5's VERTICAL HOOK INTO TIE BEAM AND ELEVATED BEAM. • VERTICAL WALL REINFORCING w/ STD. ACI HOOK IN CONCRETE BEAMS. SEE PLAN FOR DIAMETEFR 2X4 PT BLOCKING AND LOCATIONS. 8" CMU WALL VERTICAL WALL REINF. DOWEL w/ STD. ACI BETWEEN EACH TRUSS. ATTACH 2x4 BLOCKING WITH (1) 1/4"x3 1/4" TAPCONS HOOK AT STEEL SEE PLAN FOR SIZE & LOC ATTACH TO WALL WITH (2) 1/4" X 3 1/4" TAPCONS @ 12" O/C, 4" FROM EACH SIDE OF EACH TOP CHORD 2X4 PT BLOCKING BAR LAP REBAR MIN 48 BAR DIA. AT 16" O.C. SIMPSON H2.5A CLIP FULLY NAIL TO (2)2x8 P.T. BETWEEN EACH TRUSS. � W TOP OF BEAM PER BEAM SCHEDULE LEDGER ATTACHED WITH: -TRUSSES UP TO 20' LONG: 3/4" Ox6" EMBEDMENT ATTACH TO WALL WITH (2) 1/4" X 3 1/4" F- g 3/4" CDX T&G PLYWOOD, ATTACH WITH GLUE AND 1OD RING SHANK NAILS @ 4" O/C AT PER 1 TAPERED BEAM S7 SCALE: 1" = 1' CMU WALL W/ #9 LADDER TYPE FILLED CELL REINFORCEMENT REINF. EVERY SEE PLAN FOR SIZE AND OTHER COURSE 0- SPACING Z 2 3/4" CDX T&G PLYWOOD, ATTACH WITH GLUE AND w 10D RING SHANK NAILS @ 4" O/C AT PLANEL EDGES AND 6" O/C IN THE FIELD 2X4 BLOCKING @ AT ALL mPLYWOOD SEAMS, ATTACH W/ 2- 16D TOE NAILS EACH END PRE-ENGINEERED FLOOR TRUSSES AT 24" O.C. LEDGER 4 S.P.#2 WOOD LEDGER w/ 1/4"x3-1/4" TAPCONS @ 12" O/C STAGGERED. FLOOR TRUSS PERPENDICULAR 4 TO TIE BEAM S7 SCALE: 3/4" = 1' ro 0 - SEE PLAN FOR REINF. 2 CLEAR COVER m� CMU FILLED - 9 OUBLE REINFORCEMENT S7 SCALE: 1-1/21, = 1' 114" 1/4" �Hf �Hf 3/16" DIA. HOLES :OR 3/4" DIA ANCHORS M 1 FRONT VIEW a POWERS WEDGE BOLTS @16" O/CSTAGGERED. TAPCONS AT 16" O.C. a PLANEL EDGES AND 6" O/C IN THE FIELD -LONGER TRUSSES: (1)3/4"x6" EMBEDMENT POWERS WEDGE BOLTS. 6" TO EACH SIDE OF CONC. BEAM - SIZE m 2X4 BLOCKING @ AT ALL 2X4 BLOCKING @ EACH TRUSS. STAGGERED. VARIES. SEE co PLYWOOD SEAMS, ATTACH W/ 2- PLYWOOD SEAMS, FRAMING SCHEDULE 16D TOE NAILS EACH END ATTACH W/ 2- 16D PLAN TOE NAILS EACH END FRAMING 2x4 BLOCKING AT ALL PLAN PLYWOOD SEAMS, STRAP PER PLAN. CONC. BEAM - SIZE ATTACH W/ (2) 16D TOE SEE FRAMING PLAN FOR VARIES. NAILS TO TOP CHORDS. TYPE. AND BRG. ELEV. SEE SCHEDULE PRE-ENGINEERED PRE-ENGINEERED PRE-ENGINEERED TRUSSES @ 24" O/C FLOOR TRUSSES WOOD FLOOR @ 24" AT 0/C TRUSSES. PRE-ENGINEERED SIMPSON H2.5A CLIP FULLY NAIL TO TRUSSES @24" O/C CLG-SEE ARCH (2)2x8 P.T. LEDGER ATTACHED WITH: P.T. 2x4 S.P.#2 WOOD -TRUSSES UP TO 32' LONG: 3/4" 0x6" LEDGER w/ 14'0-1/4" TAPCONS 2x4 BOTTOM CHOP CING (2) 2x8 SP#2 P.T. WOOD LEDGER: EMBEDMENT POWERS WEDGE @ 12" O/C STAGGERED. 10' O/C WITH 20' RESTRAINT. -TRUSSES UP TO 20' LONG: W/ 3/4" Ox6" EMBED BOLTS @16" O/CSTAGGERED. TERMINATE TO 2x4 x16" LONG POWERS WEDGE BOLT @ 16" O/C STAGGERED. -LONGER TRUSSES: (1)3/4"x6" RE -ADJUST DRILL LOCATION NAILER W/ (1) 1/4" x 3 1/4" -LONGER TRUSSES: W/ 3/4"Ox6" EMBED EMBEDMENT POWERS WEDGE TO AVOID CUTTING ANY REBAR. TAPCON 4" EACH SIDE OF EACH POWERS WEDGE BOLT@ 6" TO EACH SIDE OF BOLTS. 6" TO EACH SIDE OF EACH TRUSS EACH TRUSS. TRUSS, STAGGERED. 3 EAR I N G FLOOR & ROOF 2 ARALLEL FLOOR AND ROOF S7 SCALE: 3/4" = 1' S7 SCALE: 3/4" = 1' TYP. ALUM WINDOW OR DOOR. JAMB ATTACH TO STEEL THRU BUCK W/ #12 STAINLESS STEEL SELF DRILLING SCREWS @ 12" O/C STAGGERED, 4" FROM EACH END. 1x P.T. WOOD NON STRUCTURAL BUCK SEE ARCH PLANS FOR EXTERIOR AND INTERIOR FINISHES FRAME CONNECTION TO STEEL 5�SUBSTRATE THROUGH BUCK S7 / SCALE:N°T.S. P.T. 2x4 BLOCK ATTACHED W/(2) 16d TOE NAILS 2x12 NOTCHED STRINGER EACH SIDE. i (1) EACH SIDE, (2) AT MIDDLE OF STAIR FLIGHT. 2x6 BLOCKING AT 24" O/C NAILED AT EACH END WITH (2) 16d TOE NAILS. (1) SIMPSON 3l4 CDX PLYWOOD �!-� HUC26 PER STRINGER. 10d s@ 6 O/C TO GIRDER OR CONCRETE _ — BEAM. (1) SIMPSON HGA10 (2) 2x12 LANDING BEAM ATTACH AT EACH ENO W/HUC212-2 2x12's @16" 0/C 3"MIN. CONC. EDGE CONCRETE OR GROUT FILLED CMU 3/4" DIA. HILTI "HAS" THREADED ROD, DRILL 13/16" DIA. x 6" AND EPDXY IN - PLACE WITH HILT[ HY150 EPDXY 1/4" STL PLATE U.N.O. lu al 2 PLY -W- 3 e' W+1" 3 PLY -W- 5% 4 PLY -W- 7y" TOP VIEW 14 GIRDER BUCKET DETAIL S7 SCALE: 1-1/2" = 1' 10 SECTION 57 SCALE: 1/2" = 1' 8" MIN DEPTH CONCRETE OR GROUT 3 1/4" FILLED CMU 1 1/4" 5" 3 1/2" MIN. EMBE . LV 'v 0 'v 0 J 0 a ° O V 4 4 FRAMPLAN —PRE-ENGIN FLOOR TRL AT 24" O.C. DRAWINGS FOR TRUSS TO GIRDER CONNECTION. 11116" DIA. HOLES FOR 5/8" DIA. THROUGH BOLTS 1 3/8" STL. PLATE 6/06/2019 1' 8" • Vol • 1'-8" W1.4 X W1.4 -6/6 WWM COLUMN,SEE FOUNDATION PLAN. _r.RnnF 7 CONC.COLUMN Cl 57 SCALE: 1-1/2" = 1' Y SEE PLAN 6" LAPPED AND TAPED � 6 MIL. V.B. OVER COMPACTED TERMITE • • - • • TREATED SOIL CONT. REINF. SEE PER FOOTING I I SCHEDULE 6 SECTION S7 SCALE: 3/411 = 1' 2-2X8 P.T. LEDGER ATTACHED WITH 5!8" DIAMETERX W EMBED SIMPSON TITEN HD @ 16" 0/C STAGGERED, 4" FROM EACH END (3) 16d END GRAIN NAILS TO EACH 2x12. EACH SIDE. 3/4" CDX PLYWOOD (2)2x12 LANDING BEAM 10d s@ 6' 0/C. (1) SIMPSON HGA70 PER STRINGER -- -- SEE ARCH. ==s 2" MIN 2x12 NOTCHED STRINGER (1) EACH SIDE, (2)AT MIDDLE BEARING �ii OF STAIR FLIGHT. SIMPSON HUS28 HANGER FELLY NAILED W116 d's (� WOOD POST PER I III�CFRAMING PLAN OISTURE BARRIER ) SIMPSON HGA10 -P.T. 2x4 BLOCK ATTACHED W/(2) 16d TOE NAILS EACH SIDE. -1 I I-1 I I-1 I I1 I!-1 I I- I- I-1 i IIIIIIIIIIIIIIII1I1= II1IIIIIII IIIII II11 11 STAIR - WD- CMU -WD S7 % SCALE: 1/2" = 1' PRE-ENGINEEREI FLOOR TRUSSES AT 24" O.C. 15 SECTION S7 SCALE: 3/4" = 1' I /I 41\- ,, PROJECT CLASSIC >tructural Engineering REVISIONS BY DATE FAR ID ABUGATTAS-"P.E. STRUCTURAL ENGINEER 7318 TEXAS TRAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM PROJECT# PLANS@PROJECTCLASSIC.COM 2615 1' E:1 D78CONC.COLUMN C2 SCALE: 1-1/2" = 1' NOTE: REFER TO ARCHITECTURALS FOR ALL FINISHES, CURB LOCATIONS, SHOWER GLASS OPENINGS AND OR OTHER PER DIMENSIONS. BUCKET BACK PLATES ARCHITECTURAL WITH HEADED STUDS PER PLAN VIEW IN THIS w'' - 43 REBAR DETAIL CONTINUOUS. #3x16"x16" CORNER BARS FLOORING PER ARCHITECTURAL TIES PER ELEVATION J7 VIEW IN THIS DETAIL ARCH FIELD MEASURE BEAM DROP TO ALLOW FOR 5" LOWER BOLT EDGE DISTANCE, 12 TYP. SHOWER CURB S7 REINFORCEMENT SCALE: 1" = 1' STEEL GIRDER BUCKET ISOMETRIC PER TYPICAL DETAIL (3) 5/8 x5 HEADED REBAR NOT STUDS PER SIDE SINGLE OR DOUBLE FILLED FOR CLARITY CELL REINF, SEE PLAN FOR SIZE, SPACING AND BAR LOCATION WITHIN CELL. 1/2" EXPANSION JOINT. FIELD MEASURE ENTIRE STEEL FIN. GRADE BUCKETS PER ASSEMBLY PRIOR _. DETAIL PLAN VIEW TO FABRICATION COMPACTED FILL HIGH BASE CONCRETE OVERLAP BEAM TO BE LOWERED W.W.M. MIN TO ALLOW FOR CORRECT 3 LAYERS OF - BUCKET ANCHORS 30" @PERIM. (2) #5 BARS CONNECTION TO BEAM BEAM TOP BARS STEEL BACK PLATE PER SCHEDULE FOR BUCKET a �LL o oETTJ !]LL POOL BY > OTHERS I 2 _ 12„ 12„ (6) #3 FULL HEIGHT TIES ELEVATION STEEL BUCKET PER SEE FOOTINGIJC- H I DUL -FO _ ACTUA.LJ3EI:N : ORCEM T'_ TYPICAL DETAIL �a+ - SEBI �� ocot -- - DROP BEAM TO RECEfV u go - EE-SCH .------ u 13 GIRDER BUCKET 16 COLUMN FOOTING & POOL S7 SCALE: NTS ,S7) SCALE: 1/2" = 1' FL-MM05 FIRM AA003379 S7 OF 7 �w ..,, . k 2X4 BLOCKING @ AT ALL — PLYWOOD SEAMS, ATTACH SIDE ATTACH Zx4 2- 16D TOE NAILS EACH END NAILER W/12d's@8" 0/C TO TOP SEE PLAN T. /TRUSS CHORD. FRAMING PLAN �\ PRE-ENGINEERE PRE-ENGINEERED FLOOR TRUSSES \�\�\ FLOOR TRUSSES AT 24" O.C. AT 24" O.C, GIRDER TRUSS) —SEE APPROVED SHOP DRAWINGS FOR TRUSS TO GIRDER CONNECTION. FLOOR TRUSS PERPENDICULAR 1 TO GIRDER S2 SCALE: 3/4" = 1' PRE-ENGINEEREI FLOOR TRUSSES AT 24" O.C. 2x4 BOTTOM --i CHORD BRACING END W/(2)16d FOR NAILS. GIRDER TRUS FLOOR TRUSS PARALLEL 2TO GIRDER S2 SCALE: 3/4" = 1' SIMPSON H2.SA CLIP FULLY NAIL TO (2)2x8 P.T. //11 LEDGER ATTACHED WITH: -TRUSSES UP TO 20' LONG: 3/4" Ox6" EMBEDMENT \01111111111 POWERS WEDGE BOLTS @16" O/CSTAGGERED. ��� •°" \\ CENF •, -LONGER TRUSSES: (1)3/4"x6" EMBEDMENT POWERS WEDGE BOLTS. 6" TO EACH SIDE OF ATTACH 2x4 BLOCKING WITH (1)1/4"x3 1!4"` -- NO 7247 EACH TRUSS. STAGGERED. TAPCONS @ 12" O/C, 4" FROM EACH SIDE OF EACH TOP CHORD =`f 3/4" Cl T&G PLYWOOD, ATTACH WITH GLUE AND 1OD RING SHANK NAILS @ 4" O/C AT IEDGES TEMPERATURE Ii®�° AND 6" O/C IN THE FIELD °•°•.°F( RIDP•°° MAIN TOP REINF. �/2 �D®NAL FRAMING SLOPE PER ARCH 2x4 BLOCKING AT ALL PLYWOOD SEAMS, ATTACH W/ (2) 16D TOE NAILS 2x4 BOTTOM CHORD TO TOP CHORDS. BRACING END BOTTOM REINF. NOTE: SEE ARCHITECTURALS W/(2)16d FOR NAILS. PRE-ENGINEERED WOOD FLOOR @ 24" O/C TRUSSES. (2) 2x8 SP#2 P,T. WOOD LEDGER: -TRUSSES UP TO 20' LONG: W/ 3/4"Ox6" EMBED POWERS WEDGE BOLT @16" O/C STAGGERED. -LONGER TRUSSES: W/ 3/4"04" EMBED POWER WEDGE BOLT @ W TO EACH SIDE OF EACH TRUSS. 3 SECTION @ 2ND REAR BALCONY S2 SCALE: 3/4" = 1' 1' �L•j---(1) (2) #5's (2) #5's (2) #5's (2) #5's # 5 I (1)#5 (1)115 4- PRE -CAST LINTEL: SOLID GROUT CMU OVER LINTEL ° (2) #5's (2) #5's °' b PRE -CAST LINTEL: SOLID IT PC L °' (1) # 5 8 " 1 8 GROUT CMU OVER LINTEL . 1211PC1 (1)#5 #3TIES @24"O/C #3TIES @4"O!C BOND BEAM B812 B812-1 c2, #5's (2) #5's BOND BEAM12" 6„ —9 #3 TIES @24" O/C 8 1 8820 #3 TIES @24" O/C B822 ° w� T.O.B. N� I F� (2) #6's Imo— (2) #5's I� (2) #6's I (2) #5's m �iO +12'-0" M� IV v t4 (2) #5's 18 .1 TIES: (8) #3@10", BAL @ 24" O/C B824 a (2) #5's N (2) #6's 8„ I TIES: (14) #3@10", BAL @ 24' O/C B824-4 (3) #5's io (3) #5's 1� I #3 TIES @24" O/C B1228 (3) #5's (2) #5's (3) #5's 1' I #3 TIES @24" O/G B1234 (2) #5's LL(2' #7 s I 8„ #3 TIES @15" O/C B834 (4) #5's (2) #5's (2) #5's (4) #5's 1 #3 TIES @18" O/C B1242 #3 TIES @24" O/C B1625 (4) #5's (4) #5's ts3(2) #5's � (2) #5's I t!! B" TIES: (7) #3@16", BAL @ 24" O/C B836 LOADING THIS LEVEL INTERIOR FLOORS (65 PSF) DEAD (25 PSF) FLOOR SYSTEM= 7 PSF FLOOR FINISHES = 15 PSF DUCTWORK =1 1 CEILINGS = 2 PSF LIVE (40 PSF) OCCUPANCY LIVE = 40 PSF BALCONY WITH AREA OF 100 SOFT OR MORE (125 PSF) DEAD (25 PSF) FLOOR SYSTEM SELF WEIGHT= 7 PSF FLOOR FINISHES = 16 PSF CEILINGS = 2 PSF LIVE (100 PSF) OCCUPANCY LIVE = 100 PSF ROOF (55 PSF) DEAD (35 PSF) PLYWOOD = 2 PSF TRUSSES = 7 PSF INSULATION = 1 PSF DUCTWORK = 4 PSF ROOFING =19 CEILINGS = 2 PSF LIVE (20 PSF) CONSTRUCTION = 20 PSF PANEL POINTS 200 LBS LIVE ROOF LOAD DISTRIBUTION TO CHORDS: DEAD (35 PSF) TOP CHORD = 26 PSF BOTTOM CHORD = 10 PSF LIVE (20 PSF) TOP CHORD = 20 PSF BOTTOM CHORD = PANEL POINT LOAD 3 � II III , , , , s3 = III 4 92 B 24" 1 S7 lime a 'Lillim NMI �>, ■ 1� I� ME 11. ■ I� nan .... •• --- ��®�I® .... ems► !\`���� fill 1 r lo�ii��uww..ww�.wm L......IIi•�•1•1�1,•����•�1�11��11� I I000nn>R�Rlh1��Il�l��1maw ,....w:•.•1--��l.mw �■I11 I�I. R - - - I`I( f� IIBikFY,Ta �L� ■II ■ _��-��u' � •:� . -. ••.� ��'_ ® �■■ i ■ICI■■� ©II t�6ifl•31iJ Rm i[iH•01111110 T'lll ME ff� IITA 1111 MwEr O— — T-8" _ 3'_4" T-4" 3,11 _6, 3,_4„ 3'_4„ 3,_8" 24'-2' D FLOOR L SECOND 00 COLUMN PLAN U 11r=1 1 0' 2' 4' s' 4 4 s7 FOR ROOFING TYPE. SEE PLYWOOD NAILING DE' FOR NAILING PATTERN. PER HURRICANE TIES. / SEE STRAP SCHEDULE BOND BEAM J REINFORCED CMU WALL SEE FOUNDATION AND FRAMING PLAN FOR VERTICAL REINFORCEMENT DIAMETER AND LOCATION. SEE TYPICAL DETAIL FOR LADDER TYPE REINFORCEMENT. 6/26/2019 PROJECT CLASSIC Structural Engineering PRE-ENG. ROOF — TRUSSES @ 24" O.C. SEE APPROVED SHOP DRAWINGS. 12 / �—BOTTOM CHORD BRACING AND LATERAL RESTRAINTS SEE TYPICAL DETAILS. TYPICAL ROOF TRUSS TO BOND BEAM 4 DETAIL S2 SCALE: 3/4" = 1' REVLSIONS BY DATE P.E.ARID ABUGATTAS, 1 CITY COMMENTS F.A. 06/26/19 TRUCTURAL ENGINEER 18 TEXAS TRAIL )CA RATON, FLORIDA 33487 BONE: (954) 667 - 7803 FAX: (561) 665 - 5438 _ - _. LICENSE # 72471, CA#29407Et W.PROJECTCLASSIC.COM PROJECT# IN .ANS@PROJECTCLASSIC.COM 2615 fito1 i:J19 2"MINI M SIDECO ER Q O ° OQ, G O 0�. G °OQ ° oa0 SIMPSON STRONG -TIE 5 SECTION S2 311=11 8 S7:)� + 2 oB oq 1 1 f 9 11 T-7" II 1I T-7" II 4I.10„ II 2, II 2, II 3ll10" 11 T-4I' II T-j IIi --- ❑ 0 O _ ;. O Oro I El El ❑,0 - --- - Al r`�-'= ° - ---- j ❑_ 0 ❑ ❑ E — 5 - - - �� .51 B824 1 +49.63 .E. 1❑1 " IN •38 T/+14'-0" +4g. DROP BEAM TO RECEIVE II I ❑1 -53 5 GIRDER TRUSS _ _ II `III• 1❑' m `� 3 L 7x10x3/4 I�' DEEP PRE-ENGINEERED WOOD — �G' 1 V5 FLOOR TRUSSES @ 24" 0/C 1' °i 1 ---- -- - - -1 m S7 HSS BELOW C-3 I ,❑ : 1 ❑1 MAX SPACING.SEE APPROVED1 S7 q i i FA ° I I_ _ 2 m4 � (V F tT.O.B +12'-6" 10 6, 1,_4„ S3 1 ' 1 v1 1 m `r NY, 1 ; a f N [O m 1 i ,1 1 m ` 1 I 1., 1 -1 = 1 1 1 m 1 1 °E DET IL 3 OR YWOO NAIL PATTERN i VD SIDE FICAT , 1 S 24' S API IG I AY( 1 = - T.0.8. T.O.B. S4 +13'-0" +12'-0 4 0 S2 b b b S2 OF 7 ALL MATERIAL APPLICABLE TO THIS PROJECT WILL IN DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2O13 EDITION OF NFPA 130. BE INDICATED WITH A • DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. DESIGN AND INSTALLATION TO BE IN ACCORDANCE WITH 2O13 EDITION OF NFPA 13D LOCAL • ALL PIPE AND FITTINGS USED ON THIS PROJECT TO BE IN ACCORDANCE WITH APPLICABLE CODES AND PLUMBING CODE AND ALL APPLICABLE LOCAL AND STATE CODES. WAFS STANDARDS. SEE PIPE AND FITTINGS GENERAL NOTES (WAFS DETAIL #00593N). (� ALL PLASTIC PIPE 3/4 THROUGH 2Y2" SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN IN ALL PLASTIC PIPE 3/4" THROUGH 2J12" SHALL BE UL LISTED OR FM APPROVED CPVC • ALL HANGERS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 130 AND THEIR LISTING. ACCORDANCE WITH ASTM F-442. MANUFACTURED IN ACCORDANCE WITH ASTM F442. •ALL PENETRATIONS THROUGH RATED BUILDING ASSEMBLIES SHALL BE SEALED WITH FIRE CAULK IN • ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED (PVC MANUFACTURED IN ACCORDANCE WITH DETAILS PROVIDED. WAFS POLICY IS TO USE HILT) FS ONE OR STI LCI. ALL PLASTIC FITTINGS SHALL BE UL LISTED OR FM APPROVED CPVC MANUFACTURED IN ACCORDANCE ACCORDANCE WITH ASTM F438. ASTM F439 OR ASTM F1970. • UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AND SIGNED TEST CERTIFICATES PROVIDED WITH ASTM F438. ASTM F439 OR ASTM F1970. • ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP" 500 CEMENT. BEFORE A CONNECTION IS MADE TO THE SPRINKLER SYSTEM. • ALL STEEL PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED IN ACCORDANCE • WHEN SYSTEM IS FED USING PLUMBING SERVICE, PIPING SHALL STILL BE FLUSHED PRIOR TO ALL CPVC PIPE AND FITTINGS SHALL BE ASSEMBLED USING 'ONE STEP' 500 CEMENT. WITH ASTM A795 OR ASTM A-53. CONNECTING THE SPRINKLER SYSTEM. • ALL THREADED FITTINGS SHALL BE GALVANIZED MALLEABLE IRON CLASS 150 OR CLASS 300AND • ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING WITH CPVC PIPE SHALL BE ALLOWED TO BE USED IN ORDINARY HAZARD ROOMS OF 400 SQUARE FEET OR DRYWALL. COPIES OF SIGNED TEST CERTIFICATES ARE TO BE FORWARDED TO THE PROPER RECIPIENTS. LESS OF OTHERWISE LIGHT HAZARD OCCUPANCIES (NFPA 13 SECTION 6.3.6.2 DR NFPA 13R SECTION SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI B16.3 AND ASTM A 153. • ALL SYSTEMS SHALL BE TESTED AT 200 PSI FOR 2 HOURS PER WAFS STANDARDS. 5.2.2.3). •ALL GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN • ALL SOFFITS REQUIRED TO CONCEAL SPRINKLER PIPING ARE BY OTHERS, ACCORDANCE WITH ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. ON ALL WIRING OF DEVICES IF PROVIDED (FLOW SWITCHES, TAMPER SWITCHES, ETC) IS BY OTHERS. ❑ ALL I" TO 2" THREADED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED • BRASS PIPE AND FITTINGS WILL BE UTILIZED ONLY AS REQUIRED BY LOCAL WATER PURVEYOR. • CONTROL VALVES SHALL NOT BE REQUIRED TO BE MONITORED PER IN ACCORDANCE WITH ASTM A-135 OR A-795. ACCEPTABLE PIPE BRANDS ARE WHEATLAND • WAFS TO PROVIDE CPVC COMPATIBLE 14 GAUGE TRACING WIRE ON ALL UNDERGROUND PIPING. D IN FLORIDA FBC 903.4 (1) 'MEGATHREAD', ALLIED 'DYNATHREAD', BULL MOOSE TUBE 'EDDYTHREAD' AND WELDED TUBE-BERKELEY • UNDERGROUND MAINS AND LEAD-INS SHALL BE FLUSHED AT 100% AVAILABLE PRIOR TO a IN NORTH CAROLINA NCBC 901.6.1 (1) 'STEADY -THREAD'. ALL PIPE SHALL BE CPVC COMPATIBLE. CONNECTING TO OVERHEAD PIPING. • LOCAL WATERFLOW ALARMS SHALL BE PROVIDED ON ALL SPRINKLER SYSTEMS IN HOMES NOT • ALL PIPING SHALL BE BURIED A MINIMUM OF 30 INCHES BELOW GRADE TO THE TOP OF THE PIPE EQUIPPED WITH SMOKE ALARMS OR SMOKE DETECTORS IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ❑ ALL I" TO 2" THREADED GALVANIZED PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED PER WAFS COMPANY STANDARDS. ALARM CODE. MANUFACTURED IN ACCORDANCE WITH ASTM A-795 OR ASTM A-53. • ALL PIPING UNDER ROADWAYS SHALL BE BURIED A MINIMUM OF 36 INCHES BELOW GRADE TO THE • PROVIDED, CONNECTION OF SPRINKLER DEVICES TO THE BUILDING ALARM OR MONITORING SYSTEM IF P , IS TOP OF THE PIPE. BY OTHERS. ALL I- TO 2" THREADED BLACK STEEL PIPE SHALL BE SCHEDULE 40 UL LISTED/FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE PIPE MANUFACTURERS ARE • ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING. • ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. WHEATLAND ALLIED BULL MOOSE TUBE AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC • ALL PIPING SHALL BE TESTED AT 200 PSI FOR 2 HOURS PER WAFS STANDARDS. • ALL INSULATION REQUIRED FOR FREEZE PROTECTION OF SPRINKLER PIPING IS BY OTHERS. COMPATIBLE •VALVES SHALL NOT BE REQUIRED TO BE MONITORED PER FLORIDA BUILDING CODE 903.4 (1). • HEATING OF ROOMS TO MAINTAIN TEMPERATURES OF 40 DEGREES OR GREATER IS BY OTHERS. . • ALL PAINTING OF PIPE AS REQUIRED IS BY OTHERS. • SPRINKLERS SHALL NOT BE INSTALLED PRIOR TO THE FITTINGS BEING CEMENTED IN PLACE. ❑ ALL IY4 TO 4" GROOVED BLACK STEEL PIPE SHALL BE UL LISTED/FM APPROVED AND MANUFACTURED • WAFS TO PROVIDE ALL NECESSARY SIGNAGE INCLUDING BUT NOT LIMITED TO VALVES AND • ALL SPRINKLERS IN DWELLING UNITS SHALL BE LISTED OR FM APPROVED RESIDENTIAL SPRINKLERS. IN ACCORDANCE WITH ASTM A795. ACCEPTABLE BRANDS ARE BULL MOOSE 'EDDYFLOW'. WHEATLAND HYDRAULIC PLACARDS. • SPARE SPRINKLERS WILL NOT BE PROVIDED AS THEY ARE NOT REQUIRED BY NFPA 130. THEY 'MEGA -FLOW', ALLIED 'DYNA-FLOW' AND WELDED TUBE-BERKELEY 'STEADY -FLOW'. ALL PIPE SHALL BE • SEE CIVIL DRAWINGS FOR DETAILS OF PIPING PRIOR TO WAYNE AUTOMATIC'S POINT OF • REFER TO SPACING NOTES ON PLANS FOR MAXIMUM CALCULATED SPACING ALLOWANCES. CPVC COMPATIBLE. CONNECTION. • SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT AS FOLLOWS: a BATHROOMS WHERE THE AREA DOES NOT EXCEED 55 SQ FT. •PER FLORIDA STATUTE 633.334, ALL UNDERGROUND FROM THE POINT OF SERVICE TO 1'-0' AFF ❑ ALL IY4" TO 4" GROOVED BLACK STEEL PIPE SHALL BE SCHEDULE 10. UL LISTED/FM APPROVED AND SHALL BE INSTALLED BY ONE CLASS I, II OR V LICENSED CONTRACTOR. D CLOTHES CLOSETS, LINEN CLOSETS AND PANTRIES WITHIN THE DWELLING UNITS THAT DO NOT MANUFACTURED IN ACCORDANCE WITH ASTM A-795. ACCEPTABLE MANUFACTURERS ARE BULL EXCEED 24 SQUARE FEET. THE LEAST DIMENSION DOES NOT EXCEED 3 FEET. AND THE WALLS AND MOOSE. WHEATLAND, ALLIED AND WELDED TUBE-BERKELEY. ALL PIPE SHALL BE CPVC COMPATIBLE. •ALL FERROUS PIPE AND FITTINGS SHALL BE EXTERNALLY WRAPPED AND COATED WITH A CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED BITUMINOUS COATING. BY NFPA 220, STANDARD ON TYPES OF BUILDING CONSTRUCTION. ❑ ALL GROOVED STEEL PIPE 6" AND LARGER SHALL BE UL LISTED/FM APPROVED SCHEDULE 10 AND • CLEARANCES AROUND FIRE PROTECTION APPLIANCES SHALL BE PROVIDED AS REQUIRED BY LOCAL a ANY GARAGES, OPEN ATTACHED PORCHES, CARPORTS AND SIMILAR STRUCTURES. MANUFACTURED IN ACCORDANCE WITH ASTM A-135. AUTHORITY. o ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILAION EQUIPMENT, FLOOR/CEILING ❑ ALL GROOVED STEEL PIPE IY4 AND LARGER SHALL BE SCHEDULE 10 HOT DIPPED GALVANIZED AND SPACES, ELEVATOR SHAFTS, CRAWL SPACES, AND OTHER CONCEALED SPACES THAT ARE NOT USED MANUFACTURED IN ACCORDANCE WITH ASTM A-795. OR INTENDED FOR LIVING PURPOSES AND DO NOT CONTAIN FUEL -FIRED EQUIPMENT. o COVERED UNHEATED PROJECTIONS OF THE BUILDING AT ENTRANCES/EXITS AS LONG AS THERE IS ❑ ALL STEEL PIPE SHALL HAVE A CORROSION RESISTANCE RATIO (CRR) OF NOT LESS THAN 1.0 PER ANOTHER MEANS OF EGRESS FROM THE DWELLING UNIT. WAFS STANDARDS. D SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING CONDITIONS: 1. THE TOTAL VOLUME OF UNPROTECTED CEILING POCKET DOES NOT EXCEED 100 CU. FT. ❑ ALL BLACK THREADED FITTINGS SHALL BE DUCTILE IRON CLASS 150 OR CLASS 300 ANSI B16.3, CAST 2. THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS IRON CLASS 125 OR CLASS 250 ANSI BISA OR MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI AT THE LOWER CEILING ELEVATION. BI6.3. 3. THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET IS NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIAL. ❑ ALL GALVANIZED THREADED FITTINGS SHALL BE MALLEABLE IRON CLASS 150 OR CLASS 300 ANSI 4. SKYLIGHTS NOT EXCEEDING 32 SO. FT. SHALL BE PERMITTED TO HAVE A PLASTIC COVER. B16.3 WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A-153. • WAFS TO PROVIDE ALL REQUIRED SIGNAGE PER NFPA 130. • DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR AUTOMATICALLY SHUT OFF THE ❑ ALL WELDED OUTLETS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WATER TO THE SPRINKLER SYSTEM, SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS, AND WITH ANSI 616.1t AUTOMATIC SHUTOFF VALVES, SHALL NOT BE A013ED TO THIS SYSTEM WITHOUT A REVIEW OF THE ❑ GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. ❑ ALL GALVANIZED GROOVED FITTINGS SHALL BE UL LISTED OR FM APPROVED AND MANUFACTURED IN ACCORDANCE WITH ASTM A-536 FOR DUCTILE IRON OR ASTM A-47 FOR MALLEABLE IRON. GALVANIZED COATING SHALL BE IN ACCORDANCE WITH ASTM A-153. ❑ ALL GROOVED STEEL PIPE SHALL BE ROLL GROOVED PER PIPE MANUFACTURER REQUIREMENTS. NFPA ISO 2013 GENERAL NOTES C,E SCALE: NONE PIPE AND FITTINGS GENERAL NOTES - SCALE) NONE NFPA 130 2013 UNDERGROUND GENERAL NOTES SCALE) NONE Auballeth FM ftri m Ym. AuEartle FM eprink 'r, bla Aubmado Fell Spa Mal Ina 00576N 00593N 00325N System No. W-J-2072 F Rating 2 Hr T Rating 2 Hr L Rating at Ambient - Lose Than 1 CFM/eq 1t L Rating at 400 F - 2 CFM/eq it SECTION A -A 1. WALL ASSEMBLY -MIN 5 IN, (127 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 3 IN. (76 MM). SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. THROUGH PENETRANTS -ONE NONMETALLIC PIPE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM, THE ANNULAR SPACE BETWEEN PIPE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO A MAX 5/8 IN, (16 MM). THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 2 IN. (51 MM) DIAM (OR SMALLER)CELLULAR OR SOLID CORE SCHEDULE 40 (OR HEAVIER) PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS, B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 2 IN, (51 MM) DIAM (OR SMALLER) SDR 13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. C, CROSSLINKED POLYETHYLENE (PEX) TUBING - NOM 2 IN. (51 MM) DIAM (OR SMALLER) SDR 9 PEX TUBING FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. D. RIGID NONMETALLIC CONDUIT (RNC)+ -NOM 2 IN, DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN ACCORDANCE WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE, 3. FILL, VOID OR CAVITY MATERIAL• - SEALANT -MIN 5/8 IN, (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT POINT CONTACT LOCATION, A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED TO THE WALL/PENETRANT INTERFACE ON BOTH SURFACES OF THE WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE SEALANT ■BEARING THE UL CLASSIFICATION MARK + BEARING THE UL LISTING MARK U�SS I F��o Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. UL June 20, 2000 H111ti Fireatop Systems FIRE CAULK - HILTI SYSTEM No. W-J-2072 UP TO 2' CPVC S CONCRETE OR BLOCK WALL - 2-HOUR SCALE; NONE 00201N PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73°F) (ONE END RESTRAINED) PIPE SIZE INCHES LENGTH OF RUN (L) IN FEET p' 5' 7' 10, 12, 15' 17' 20' V 1,3' 7.8' 15.4' 31,3' 45.1' 70,5' 90.6' 125.4' 1' 1.0' 6.3' 12.3' 25.0' 36,0' 56,3' 72,3' 100.1' IV 0.8' 5.0' 9.7' 19.8' 28,5' 44,6' 57,3' 79.3' ISM' 0,7' 4.3' 8.5' 17.3' 24.9' 39,0' 50.1' 69.3' 2' 0,6' 3.5' 62' 13,9' 1 20.0' 31.2' 40,0' 55.4' 21' 0.5' 2,9' 5,6' 11,4' 16,5' 25,8' 33.1' 45.8' 3' OAK 2.4' 1 4,6' 1 9,4' 13,5' 1 21,2' 27,2' 37.6' L FEET 2 _' D O d = 0.329 D \ d INCHES O� PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (730F) (BOTH ENDS RESTRAINED) PIPE SIZE INCHES LENGTH OF RUN (L) IN FEET 2' 5' 7' 10, 12' 15' 17' 20' 3/4' 0,3' 2,0' 3.8' 7.8' 11.3' 17.6' 22.6' 31.3' 1' 0.3' 1.6' 3.1' 6,3' 9.0' 14.1' 18.1' 25.0' 3' 0.2' 1.2' 2.4' 5o' 71' 11.2' 14,3' 1918, 1?f' 0,2' I'll 2.1' 4,3' 6.2' 9,7' 12,5' 17.3' 2' 0.1' 0,9' 1 1,7' 3,5' 5.0' 7,8' 10.0' 13.9' 2i)' 0,1' 0.7' 1,4' 2,9' 4.1' 6,4' 1 8,3' 1L4' 3' 1 0,1' 1 0.6' 1,2' 2,4' 3, V 5,3' 1 6,8' 1 9,4' L FEET 2 x d = 0,0823 � d INCHES / D ` Oy0 Fire Sprinkler, Inc. DEFLECTIONS SCALE: 1' = 2' 00416N CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 PSI (MAXIMUM) TEST PRESSURE (SEE NOTE 1) PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD 60OF TO 120RF 40OF TO 59'F 04F TO 390F 7' 45 MIN. 1.5 HR. 24 HR. 1' 45 MIN. 1,5 HR. 24 HR. 1y4' 1.5 HR. 16 HR. 120 HR. 1W 1.5 HR. 16 HR. 120 HR. 2' 6 HR. 36 HR. SEE NOTE 2 2y2' 8 HR. 72 HR. SEE NOTE 2 3' 8 HR, 72 HR. SEE NOTE 2 CURE 225 PSI TIMES WITH ONE (MAXIMUM) TEST STEP SOLVENT CEMENT PRESSURE (SEE NOTE A PIPE SIZE INCHES AMBIENT TEMPERATURE DURING CURE PERIOD 60°F TO 120°F 40°F TO 59OF 0"F TO 39°F ' 1 HR. 4 HR. 48 HR, 1' 1.5 HR. 4 HR. 48 HR, 1y4' 3 HR, 32 HR. 10 DAYS 1W 3 HR. 32 HR. 10 DAYS 2' 8 HR. 48 HR. SEE NOTE 2 lye' 24 HR. 96 HR. SEE NOTE 2 3' 24 HR. 96 HR, SEE NOTE 2 NOTE 1: THESE CURE TINS ARE FOR NEW CONSTRUCTION. IF GLUM INTO EXISTING PIPING, SUCH AS N THE CASE OF CUT -INS, CURE TIME SHOULD BE A MINIMUM OF 24 HOURS. NOTE 21 FOR THESE SIZES, THE SOLVENT CEMENT CAN BE APPLIED AT TEMPERATURES BELOW 32°F, HOWEVER, THE SPRINKLER SYSTEM TEMPERATURE MUST BE RAISED TO A TEMPERATURE OF 32°F OR ABOVE AND ALLOWED TO CURE PER THE ABOVE RECOMMENDATIONS PRIOR TO PRESSURE TESTING. Fire Sprinklers. Inc. TIMES 1' = 2' 00415N 1' SPLIT RING HANGER - V x (PVC BUSHING O CPVC 1V' CPVC BALL VALVE ' CPVC 90 ELL 1' SPLIT WALL PLATE ' CPVC 45 ELL GROUND FLOOR Firs Sprinkler% Inc. BRANCH LINE BRANCH LINE R00316L P TH LING TR O 1' TO FIRE SPRINKLER In SYSTEM 1' CPVC CROSS ,O- GUAGE KIT 1' CPVC FEMALE ADAPTER 1' WILKINS #700XLFP DUAL CHECK VALVE (LEAD FREE) 1' CPVC FEMALE ADAPTER 1' CPVC COUPLING W,A,F,S, POINT OF CONNECTION V-0' A.F.F. V FIRE SPRINKLER UNDERGROUND BACK TO DOMESTIC WATER MAIN IM FIRE SPRINKLER REEF SCALED N,T,S. FIGURE A: TYPICAL ARMOVER WITH ELBOW FIGURE B: TYPICAL ARMOVER WITH TEE ARMOVER LENGTH REVIEWED FOR NOTESEE LAYOUT FOR PIPE , LAYOUT FOR HANGER SIZE, IZE, QUANTITYES ANDLOCATION. CODE COMPLIANT FIELD CONDITIONS WILL DICTATE WHETHER FIGURE A OR Sere LUCIE COUN1 FIGURE B WILL BE USED ON ANY GIVEN ARMOVER, BOCC Fire Sprinklere, Inc. SCALE, NONE 00667N IMPORTANT OWNER INFORMATION THIS BRAVINS IS BASED ON THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED [EDITION (EITHER STATE OR LOCAL) OF NFPA n AS HE APPLICABLE STANDARD FOR THE INSPECTION,TESTIN AN MAINTENANCEF Al f G D PROTECTION W ER BASED IRE L BEE THAT SYSTEMS. PER SECTION 1,6 THE RESP➢NS[BILITY fW FIVE A OPY OF THI P VPTER BASE➢ OR I NOFAMIL SYSTEM SHALL BE ,NOT OF THE OWNER TENAN O f UIL➢ING OWNER HAS NOT RECEIVED A COPY ➢F THIS PAMPHLET OFFICE I$ WAYNE FAMILIAR WITH THE OPERATION NC MAINiENPNLE DF THIS $xSiEH PLEASE CONTACT THE NEAREST DFfICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MORE THAN GO YEARS TO NEW CONSTRUCTION, RE-vIPE AIN REPAIR. CPVC PRO" TO ARE IDEALLY SCOTTO FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING EUMMUSION RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN 8E WAGES BY CONTACT WITH LHENICH.S FOUND IN SOME CONSTRUCTION MATERIALS (IG SOME WIRES PW% PCLEANE S, ETC PRODUCT ETC) APT ANCILLARY PRO➢UCI S H AS THREAD T S. $ UC E O SEALANTS, LEAK ➢E MATERIALS SOS ME MOOSIRE INHIBITOR$ ]AND CLEANERS, ETC. ANY PRODUCT THAT CONES IN CONTACT WITH CPVC SPRINKLER PIPE M i V F P F 1 E U$ BE EVALUATED FUR LIST O [➢NPATIHLE PRODUCTS, PLEASE REVIEW XTTPl//PPRTSSPEARSNP6CG M/CPLASPX COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES ROD DATA, PROGRAMS PURSUANT TO THIS PROJECT ARE AND VILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC F: (WAFS) ASINSTRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FOR OR OTHERS, ON EXTENSION OF THIS PROJECT, OR FOR ANY OTHER PROJECT, ANY REUSE, OR ADAPTATION CUNTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS $ LIABILITY, OR LEGAL EXPOSURE TO VATS, AND VILL ENTITLE WAFS TO FURTHER COMPENSATICN AT RAT BETWEEN WAFS AND THE CLIENT, THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAFS HARMLESS FROM DAMAGES, LOSSES AND EXPENSES. INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH OF GRAPHICS ELEMEN S T NOTE FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP GRAN NGS MAY INCLUDE 1 E DRAWINGS OR GRAPHICS BORE➢WED FROM THE PRCHIIECTURPL CIVIL STRUCTURAL OR MEP pRAWINGS. THESE REFERENCEHALKGR N ELEMENTS PR E OU ➢EE $ E UR GENERAL ELEMENTS OR COMER) ONLY AND I THE FIRE SPRINKLER SPO ENGINEER DOES NOT ACCEPT PINY RESPONSIBILITYFIR R Fo THESE ELEMENTS. THE FIRE SPRINKLER EN INFER I ONLY RESPONSIBLE N R i F G S O L ES C SIBLE FOR HOSE PORTIONS 0 THE FIRE SPRINKLER RAW NOR SFOR DEPICTING FIRE SPRINKLER SCOPES OF WORK AC REFER NF APPROVED ATARCHITECTURAL,BE STRUCTURAL, HEP CIA CIVIL DRAWINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROUND INFORMATION THAT MAY 8E UTILIZED IN FIRE SPRINKLER SUPPLY INFORMATION ACTUAL EXTRAPOLATES FIRE PUMP JIHIIL YKtJJUKt e� -- HYDRANT ELEV. 2'-6' RESIDUAL PRESSURE 25 -- A S 6/5/2019 FLOW IN GPM 780 -- TIME [IF TEST N/A PITOT READING 18 NUMBER OF PORTS FLOWED 1 :.. TEST PROVIDED BY St Lucie County Utilities bS r OCEAN ESTATES DRIVE & AlA BLVD SYMBOL I MAXIMUM MINIMUM COMMENTS r O SYMBA IST I- 1 1- 1 SIN ISIZEI K ITEMPI MODEL I - - - TOTAL PER FLOOR - TOTAL THIS SHEET DATE I SUBMITTALS BY 2/24/2017 W,A,F,S, OA Review MC NO. DATE I REVISIONS BY WAYNE Automatic Fire Sprinklers, Inc. \"V'fflMAIN OFFICE - ORLANDO. FLORIDA 222 CAPITOL COURT OCOSE, FLORIDA 34781 PHONE (407) 558-3= FAX: ( 858-8026 JACKGONVLLE FL TAMPAL FL DMWWX MACK FL 1192E I]IBTEBUfKIN AWE. WEST 322E CIEIWY PALM BEtlVE 1500 9. PDWERLIN: RD-LINr A JACKSONVLLE FL 3225E-2748 TAI.PA, FL 33819-M7 OEERFELD BEAM FL 33442 PHONE: (904) 268-3IX3U PNOIE 1313) 83UHHOPM PHONE 01641 917-3030 FAX: (9041 268-0724 FAX VIOD MONHIS 2 FAX (INEW 917-9424 FT. MYERs. FL CONCIm NC STATE LICEIISESO 4683 LAfI200 AVE 4370 MOTOIBSPORT DMVE NC SFI140Ek 29745 FT. MYBS, R 33905-4924 CUNCORD. NO 24111V T7 NO ALARM m- SP Lv PHOIE MOO 43 WW PHOIE (704) 782-3032 SC SPRINKLER; we FAX (239) 433-3283 FAX AQN J%-BB3B 3C ALARM 3385 A, Avalon Ocean Estates Drive Lot #6 North Hutchinson Island, Florida TRM Construction, Inc. 7230 Westpointe Blvd. Apt. 1212 Orlando, FL 32835 SHEET TITLE, Notes & Details A7�R�•w•W DRAWN BY, Michael Crawford TOTAL A/S, 26 DATE- 6/7/2019 AHJI St. Lucie County CONTRACT 8 #95690 / 6& -Das % CENTER OF TILE JOB? DYES jffNO I CENTER ON FIXTURES JOB?❑ YES JZI SHEET # F P 1 Fr CONSTRUCTION TYPE, Y"B S MAX ANY DISTANCE (1/2 'S' MAX) OR SPRINKLER TEE DROP SUPPORT SPACING WITH ONE RESTRAINT POINT - SEE TABLE 1 BELOW SPRINKLER 90° ELL DROP SUPPORT SPACING WITH ONE RESTRAINT POINT - SEE TABLE 1 BELOW TABLE 1 - SPRINKLER SUPPORT SPACING DISTANCE WITH ONE RESTRAINT POINT NOM, PIPE SIZE 'R' @ LESS THAN 100 PSI 'R' @ GREATER THAN 100 PSI X INCH 0'-9' 0'-6' 1 INCH 1'-0' 0'-9' ly INCH 1'-4' 1'-0' 1,¢ INCH 2'-0' 1'-0' >VS INCH 2'-0' SPRINKLER DROP SUPPORT SPACING WITH TWO RESTRAINT POINTS - SEE TABLE 2 BELOW �-- L MAX --� MAXIMUM SUPPORT SPACING SEE TABLE 3 BELOW TYPICAL 1'-0' CEILING DIFFUSER HANGER TYP RI'-0' OR CLAMP (TYP) TYP. 1' 0' TYP 7777 'INTWEDIATE' SPIlmdam TEi PERARK ® CLASSIFICATI[ii TABLE 2 - SPRINKLER SUPPORT SPACING DISTANCE WITH TWO RESTRAINT POINTS NOM, PIPE SIZE IS' @ LESS THAN 100 PSI 'S' @ GREATER THAN 100 PSI N4 INCH 4'-0' 3'-0' 1 INCH 5'-0' 4'-0' 1Y4 INCH 6'-0' 5'-0' 1Y2INCH 7'-0' 7'-0' >1,� INCH 7'-O' 7'-O' TABLE 3 - MAXIMUM SUPPORT SPACING NOM. PIPE Y INCH 1 INCH ly INCH 1,� INCH 2 INCH 2.* INCH 3 INCH SIZE SUPPORT 5'-6' 6'-0' 6'-6' 7'-0' 8'-0' 9'-0' 10'-0' SPACING 'L' TYPICAL CPVC Fire Sprinklers. Inc. E SPACING SCALE, NONE 00356N SCALED NONE Fire Sprinklers, Inc. 00702N L TYPICAL B PENDENT A SPRINKLER CEILING TYPICAL OBSTRUCTION DISTANCE FROM SPRINKLER TO SIDE OF OBSTRUCTION (A) MAXIMUM ALLOWABLE DISTANCE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION (IN,) (B) LESS THAN t FT. 6 IN. 0 l FT. 6 IN TO LESS THAN 3 FT, 1 3 FT. TO LESS THAN 4 FT. 3 4 FT. TO LESS THAN 4 FT. 6 IN 5 4 FT, 6 IN. TO LESS THAN 6 FT. 7 6 FT, TO LESS THAN 6 FT, 6 IN 9 6 FT. 6 IN. TO LESS THAN 7 FT. 11 7 FT. AND GREATER 14 NFPA 13R @ 130 RESIDENTIAL PENDENT Firs Sprinklers, Im SCALE, NONE 00527N SPI (ANY MODEL IS ACCEPTABLE PROVIDED PLAN VIEW OF BLADES IS 50% OPEN) Fire SprWdero, Inc. CEILING SOFFIT (OBSTRUCTION) B i D A WALL NFPA 13R 8 130 W/W/ CEILING SCALE, NONE 00505N TYPICAL PENDENT SPRINKLER A 2(D - BIN.) + B (A > (D - 0,2M) + B) D S 30 IN, (0,8M) NFPA 13R 6 13D RESIDENTIAL PENDENT SPRINKLER CLEARANCE W/ SOFFIT IOfNE SCALE, NONE Fire Sprinkler& Ix. 00531N TYPICAL J SPRINKLER TYPICAL LIGHT 36'ik FIXTURE MINIMUM "IN ROOMS/COMPARTMENTS 400 CU, FT, OR LESS, SPRINKLERS MAY BE PLACED REGARDLESS OF LOCATION OF OBSTRUCTIONS, Fire Sprinklers, Inc. ALTERNATE USAGE OF FIG. 24 PIPE HANGER WOOD FRAMING MEMBER NFPA 13R 6 130 00504N A LTERNATE USAGE OF FIG. 24 PIPE HANGER IA I TCPVC SPRINKLER PIPE HANGER LINE (-' TO 2') n" NA4 - - DENIED HEX HEAD SELF- THREADING SCREW (X2) FIG. 24 HANGER FOR R,• Spa dhim Ya HANGER #04J TO 2e CPVC PPE SCALE, NONE 00282N #12XI4' STRAP MAY BE HARDENED HEX HEAD USED IN THIS SELF -THREADING POSITION AS A SCREW RESTRAINER ONLY , CPVC SPRINKLER LINE (3144' TO 2') TOLCO FIG. 22 PIPE STRAP (SIZED TO PIPE) 'RY— WOOD FRAMING MEMBER HANGER #04F FOR 3/i TO 2' CPVC PPE Im SCALED NONE Rl,. *Adhm him. 00251N SPRINKLER TEMP: DIMENSION "A" INTERMEDIATE 175'2250 A z 12' TYPICAL SDEWALL SPRIER H AR DIFFUSER CLEARANCES Im SCALE, NONE Fire Sprinklers, Inc. 00903N 11i ill �1 III II I''I I III, WALL TEMP: DIMENSDN eAe ORDINARY 135-170c —TYPICAL SIDEWALL TYPICAL SDEWALL SPRINKLER ® AR DIFFUSER CLEARANCES SCALE; NONE Fine Sprnkiere, nc. 00903N IMPORTANT OWNER INFORMATION THIS DRAWING IS WED OR THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE BR LBLKI BE NFPA a AS ME APPLICABLE STANDARD FOR THE INSPECTION, iE2➢FUG AND NAINTEWALE OF WATER BASED FIRE PROTECTION SYSTEMS PER SE[illlN MA THE RESPONSIBILITY FOR PROPERLY MAINTAINING P WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT GP LK INNER, IF THE BWL➢ING ESZON HAS NOT RECEIVED A COPY BE THIS PAMPHLET "DIM IS NOT FAMILIAR WITH THE OPERPTNN NID MAINTENANCE OF THIS SYSTEM. PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC, CPVC COMPATIBILITY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSFULLY FOR MSS THAN M YEARS IN NEW CONSTRUCTION.RE-PIPE PN➢ IEPAIR, CPVC PRO➢URS ARE IDEALLY SUITED FDA THESE APPLICATIONS DUE TO THEIR OUTSTANDING WRROSIW RESISTANCE. OCCASIONALLY, HOWEVER, CPVC CAN BE DAMAGED BY CONTACT COLT. CHEMICALS PPLN➢ IN SOME CONSTRUCTION MATERIALS CEr SCME WIRES, FLUX, PETROLEUM BASED PPOLICTS, ETG AND ANCILLARY PRODUCTS SUCH PS iNREpO SEALANTS. LEAN DETECtORS, FORESTERS, INHIBITORS CLEANERS ETC. ANY PRODUCT THAT CONES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED, FOR A LIST OF COMPATIBLE PRODUCTS PLEASE REVIEW HTTPi/MARTS-SPEARSMFGCCM/LPLASPX COPYRIGHT ALL E000MENTS INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA INCLUDIW CONFUTER PROGRAMS PURSUANT TO THIS PROJECT ARE AND WILL REMAIN THE PROPERTY OF WAYNE AUTomAnc FIRE SPRINKLERS INC. CWAFS) AS INSTRUMENTS OF SERVICE, THEY ARE NOT INTENDER NOR REPRESENTED TO BE SUITABLE FOR RE -USE BY THE CLIENT OR OTHERS ON EXTENSION W THIS PROJECT, OR FOR ANY OTHER PROJECT. ANY REUSE OR ADAPTATION OF THE INFORMATION CONTAINED HEREION N, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAFS WILL BE AT THE CLIENTS SITE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO VATS, AND VILL ENTITLE WAFS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON OETVEEN WAFS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY MD HOLD WAFS HARMLESS FROM ANY AND ALL CLAIM& DAPAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS, GRAPHICS ELEMENTS NOTE TIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE DACK(SOUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL CIVIL STRUCTURAL OR HER MAVINCS, THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER WES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE SPRINKLER DRAWING S DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARWITECTURAL STRUCTURAL, HER OR CIVIL ➢RAVINGS FOR AUTHORITATIVE EXPRESSIONS OF BACKGROJ➢ INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS HIM DETAILS WATER SUPPLY INFORMATION ACTUAL EXTRAPOLATED FIRE PUMPN/A CAS REQm en, SIZE, GPM @ PSI N/A STATIC PRESSURE I 65 I-- HYDRANT ELEV, 2'-6' RESIDUAL PRESSURE 25 -DATE LIF TEST 1 6/5/2019 n nv Timm 1 TOB 11 TI1r HV TFVT I MIA TEST PROVIDED BY a 116"WRrR","LIN I OCEAN ESTATES DRIVE 6 AIA BLVD ! t SYMB.I IST I- I- I - I SIN I SIZE I K I TEMP I MODEL I - - - TOTAL PER FLOOR TOTAL THIS SHEET DATE SUBMITTALS 2/24/2017 W.AF.S. OA Revie# A /t\ I XX/XX/XX I MC W WAYNE Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA pins CAPITOL COURT OCOEM R"MA 347M PHONE (4M 868-3= FAX: JAgWOINLLE FL TAMPA. FI. 0011311FIFIELD 86ACK FL 119EB 0BTP8UNKN AVE W6T 3eES CIEIPY PALM UNVE III A PIN'81LFE (RIE A JACKBIXNLLE M 32EBB- a TALPA. M 83B6-B33p p�IF80 BEAGL FL 88/IE PHONE W00 Ewall)O) PINIONS (BD) 6i0-0303 PINNE (B6O YOB FAX IIMMD EBB-0]B4 FAX (BRA 890-03E: FAX (054)1017 9 4 FT. MYSM R. COL= NC BTA1E 11CBS"x 4BB8 LAN®U AVE 070 MOTNBPNIT CNVE m SPBeMBL Wee FT. MY31L FL 3 NPCNS BE4 C0NWP0. NC EIMME` 8]) NC MANNA EB¢EE W LV NONE (BOOM 4OOsJ030 NONE OOW RE-eWE eC SPCN081, 0B FAX (BOOM 43O-3RB3 FAIR CNO4) ]68-BOOB eC ALANA 8096 _ Avalon Ocean Estates Drive Lot #6 North Hutchinson Island, Florida TRIM Construction, Inc. 7230 Westpointe Blvd. Apt. 1212 Orlando, FL 32835 SHEET TITLE- Details DRAWN BY' Michael Crawford TOTAL AASI 26 DATE- 6/7/2019 AHJ- St. Lucie County CONTRACT # #95690 CENTER OF TILE JOB1 DYES ZNU I CENTER ON FIXTURES JOB?[] YES NO SHEET # CONSTRUCTION TYPE, FP2 OF 3 OCCUPANC13 R, A ID DESIGN AREA #3 MASTER BEDROOM COMPARTMENT DESIGN PER NFPA 13D. P-013 EDITION, SECTION IOP-1 S4 16' X 16' SPACING 16.0 GPM @ 13.3 PSI S5 16' X 16' SPACING A��13.0 GPM @ 7.0 PSI V� r ,,Et �.9e l ,BRA 00854N MASTER BEDROOM O O S4 EL0' 4'BOD--j 0 0 0/ NOTES: 1. PER NFPA 13D, A FLOW SWITCH IS NOT REQUIRED TO BE INSTALLED ON THE SPRINKLER SYSTEM. 2. PER FBC 901.6.1 EXCEPTION #1, MONITORING OF THE FIRE SPRINKLER SYSTEM IS NOT REQUIRED. 3. PER NFPA 13D, A CONTROL VALVE IS OPTIONAL ON THE FIRE SPRINKLER SIDE OF THE RISER. A CONTROL VALVE IS NOT INCLUDED ON THE FIRE SPRINKLER RISER. SCOPE OF WORK: 1. W.A.F.S. TO INSTALL A NEW 13D FIRE SPRINKLER SYSTEM THROUGHOUT NEW RESIDENCE. 2. W.A.F.S. TO CONNECT AFTER DOMESTIC BACKFLOW AND INSTALL A NEW FIRE SPRINKLER RISER CONSISTING OF A LEAD FREE 111 WILKINS 9501 DUAL CHECK VALVE. 3. ALL FIRE SPRINKLER PIPING AND FITTINGS TO BE CPVC. i 2NID FLOOR SPRINKLER PLAN Io 0 SPRINKLER RISER DESIGNED TO� NFPA 13D 2013 EDITION FIGURE A.6.12(A) II 1-D Wic II 0 anon If R I A. • 0 -. II MASTERBATH -'"- SHADOW AREA - 4 --- 1,9 FTBTOTAL I ° I O O aw `oP O 0' 4'BOD -4 t1 2-CAR GARAGE L — — — — — — — I 41w AT No as TAT PER NFPA 13D 2013 EDITION 8.3.4 '. SPRINKLERS SHALL NOT TE REQUIRED IN GARAGES ME NB I III --_. p KITCHEN 3 O I � i oZNoe I -- �9 ^�+ O J/ I S2 DESIGN AREA #2 KITCHEN COMPARTMENT DESIGN PER NFPA IM 2013 EDITION, SECTION O.2.1. S2 18' X 18' SPACING 17,0 GPM @ 12.0 PSI S3 18' X 18' SPACING 17.0 GPM @ 12.0 PSI � A N �!E,„R 00854N ME II O C•7 19 O 101 O - - ` GREAT ROOM \\ Nb ARE Nb+ O I i 0 1 1 1 10 TOTAL 1ST FLOOR AREA: 2,258 SQ,FT, ENTIRE BUILDING IS RESIDENTIAL _ L) FOYER _ - L)I o OVERED I i.I 1-1 0 Qom. I-= I EP-j III nIs O O M-0' BATH ws o 45 FT. \ I3 \ M Sh z O OFFICE/LIBRARY O BF2 FIRE HYDRANT FLOW TEST RESULTS BFl I - jlL\- UG2 UGl ievoT Eis y STATIC: 65 PSI 2" I w TEE RESIDUAL: 25 PSI INC llENSER 15-0 FLOW: 780 GPM (BY OTHERS) z \\ TIC WATER LINE \ (NIC) WiLED BY OTHERS) \\` (NIC) w FIRE SPRINKLER POINT OF SERVICE 2" REDUCED PRESSURE DETECTOR a (INSTALLED BY OTHERS) 3 (NIC) z W.A. F.S. POINT OF CONNECTION `O 1ST FLOOR SPRINKLER PLAN SCALE: 3/16" = 1)-0" 2' 1I 0 4' 8' SCALE 3/16' = 1' HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM. LOCATION Beillroolo 02 (Arse #O� NO. OF SPRINKLERS BASIS OF DESIGN L DENSITY A5 GPM/9q. Ff. 2 DESIGNED AREA OF DISCHARGE N/A 50. FT. SYSTEM DEMAND L GPM DISCHARGE 2Q0 GPM 2.RES13UAL PRESSURE AT THE 4t3 BASE OF THE RISER Ps \"NO A�YNE Automatic Fire Sprinklers, Inc. CORPORATE OFFICE- JACKSONVILLE, 1 (904) 268-3030 222 CAPITOL COURT FORT MYERS, IL (239) 433-303D OCOFE FLORIDA 34761 POMPANO BEACH, FL (954) 917-3030 OFFICE, (407) 656-3030 TAMPA, FL (813) 630-0303 24 IR EMERGENCY, (407) 656-8946 CONCORD, NC (704) 782-3032 HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM. LOCATION I when (Arm' NO. OF SPRINKLERS C� BASIS OF DESIGN t DENSITY 05 GPM/SG. Fr. 2.DESG4M AREA OF DISCHARGE N/A sG. Fr. SYSTEM DEMAND t GPM DISCHARGE 2. RESIDUAL PRESSUIRE AT THE GPM BASE OF THE RISER 4L9 PS \"VOMME Automatic Fire Sprinklers, Inc. CORPORATE OFFICE- JACKSONALLE, FL (904) 268-3030 222 CAPITOL COURT FORT MYERS. FL (239) 433-3030 OCOEE FLORIDA 34761 PDIPANO BEACH FL (954) 917-3D30 OFFICE, (407) 656-3030 TAMPA, FL (813) 630-0303 24 HR. EMERGENCY, (407) 656-8946 CONCORD, NC (704) 782-3032 HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM. LOCATION I Nestor Bediroom (Arse 113) NO. OF SPRINKLERS C� BASIS OF DESIGN t OENSITY .05 GPM/5➢. FT. Z DESIGNED AREA OF DISCHARGE N/A 80. FT. SYSTEM DEMAND t GPM DISCHARGE GPM 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 385 PSI \001ARNE Automatic Fire Sprinklers, Inc. CORPORATE OFFICE- IACXSONVILLE FL (904) 268-303D 222 CAPITOL COURT FORT MYERS FL (239) 433-3030 OCOEE, FLORIDA 34761 POMPANO BEACH FL (954) 917-3030 OFFICE, (407) 656-3030 TAMPA, FL (813) 63D-0303 24 HR. EMERGENCY. (407) 656-8946 CONCORD, NC (704) 781 IMPORTANT OWNER INFORMATION THIS DRAWING IS BASED DN THE OWNER'S ACCEPTANCE OF THE CURRENTLY ADOPTED EDITION (EITHER STATE OR LOCAL) OF NFPA 25 AS IHE APPLICABLE STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, PER SECTION AL THE RESPONSIBILITY FUR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER. IF THE BUILDING OWNER 44 07 RECEIVED A COPY OF THIS PAMPHLET AND/OR IS NOT FAMILIAR WITH THE OPERATION AND MAINTENANCE OF THIS SYSTEM, PLEASE CONTACT THE NEAREST OFFICE OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CPVC C0MPATI1311-1TY NOTICE CPVC FIRE SPRINKLER PIPING SYSTEMS HAVE BEEN USED SUCCESSNLLY FOR MORE THAN EB YEARS IN NEW CONSTRUCTION, RE -PIPE AND FITAIR CPVC PRODUCTS ARE IDEALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESISTANCE. OCCASIONALLY, HOWEVER. CPVC CAN BE DAMAGED BY CONTACT WITH CHEMICALS FOUND IN SOME CONSTRUCTION MATERIALS (SE, SOME WIRES, RIM, PETROLEUM BASED PRODUCTS, ETC) AND ANCILLARY PRODUCTS SUCH AS THREAD SEALANTS, LEAK DETECTORS, FIRESTOPS HOLD INHIBITORS AND CLEANERS, ETC. ANY PRODUCT THAT COMES IN CONTACT WITH CPVC SPRINKLER PIPE MUST BE EVALUATED. FOR A LIST OF COMPATIBLE PRODUCTS, PLEASE REVIEW HTTP//PARTSSPEARSNFGCOH/CPLASP% COPYRIGHT ALL DOCUMENTS, INCLUDING ORIGINAL DRAWINGS, SPECIFICATIONS, FIELD NOTES, ESTIMATES AND DATA, INCLUDING COMPUTER AHURRAHS PURSUAM TO THIS PROACT ARE AND VILL REMAIN THE PROPERTY OF WAYNE AUTOMATIC FIRE SPRINKLERS, INC, (WAFS) AS INSTRUMENTS OF SERVICE, THEY ARE NOT INTENDED, NOR REPRESENTED TO BE SUITABLE FUR RE -USE BY THE CLIENT DR OTHERS ON EXTENSION OF THIS PROJECT, OR OCR ANY UTHER PROJECT. ANY REUSE OR REAPTATION OF THE INFORMATION CONTAINED HEREIN, WITHOUT SPECIFIC WRITTEN PERMISSION FROM WAYS WILL BE AT THE CLIENTS SOLE RISK, WITHOUT LIABILITY, OR LEGAL EXPOSURE TO WARS, AND WILL ENTITLE WITS TO FURTHER COMPENSATION AT RATES TO BE AGREED ON BETWEEN WADS AND THE CLIENT. THE CLIENT SHALL ALSO INDEMNIFY AND HOLD WAYS HARMLESS FROM ANY AND ALL CLAIMS, ➢AMMES, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PERMISSIONS, GRAPI-3ICS ELEMENTS NOTE FIRE SPRINKLER CONSTRUCTION DRAWINGS AND SHOP DRAWINGS MAY INCLUDE BACKGROUND DRAWINGS OR GRAPHICS BORROWED FROM THE ARCHITECTURAL, CIVIL, STRUCTURAL, OR HER DRAWINGS. THESE REFERENCE BACKGROUND ELEMENTS ARE FOR GENERAL INFORMATION OR CONTEXT ONLY AND THE FIRE SPRINKLER ENGINEER DOES NOT ACCEPT ANY RESPONSIBILITY FOR THESE ELEMENTS. THE FIRE SPRINKLER ENGINEER IS ONLY RESPONSIBLE FOR THOSE PORTIONS OF THE FIRE EASILY LEN NG DRAWIS DEPICTING FIRE SPRINKLER SCOPES OF WORK. REFER TO APPROVED ARCHITECTURAL, STRUCTURAL, HER DR CIVIL DRAWINGS FOR AU7HDR17A7IVE EXPRESSIONS OF BACKGRDUND INFORMATION THAT MAY BE UTILIZED IN FIRE SPRINKLER DRAWINGS OR DETAILS WATER SUPPLY INFORMATION DR H ACTUAL EXTRAPOLATED FIRE PUMP SIZE- GPM @PSI N/A STATIC PRESSURE 65 HYDRANT ELEV, 1 2'-6' RESIDUAL PRESSURE 25 1 DAIL6/5/2019 FLOW IN GPM 780 1 TIME OF TEST I N/A PITOT READING 18 NUMBER OF PORTS FLOWED 1 TEST PROVIDED BY St Lucie County Utilities It R0 r�OCA I OCEAN ESTATES DRIVE & AIA BLVD SYMBOL MAXIMUM MINIMUM COMMENTS Q 16' x 16' U.N.O. 8'-0' MAXIMUM SPACING OFF ANY ONE WALL TO BE 8'-0' U.N.O 1' MINIMUM DEFLECTOR DOWN FROM CEILING / 4' MAXIMUM DEFLECTOR DOWN FROM CEILING ® 16x 16U.N.D.8'-0' ' ' 16' x 16' U.N.O. 8'-0' MAXIMUM SPACING OFF ANY ONE WALL TO BE WAN U.N.O 4' MTNTMIIM BFFI FCTnR T1nWN FRnM 16' x 16' U.N.O. 8'-0' F UUMNUII NJt 1b11V 11,111 IbN7 SYMB. 1ST 2ND - - SIN I SIZE I K I TEMP MODEL 0 12 9 - R3516 112' 4,9 155 RELIABLE MODEL F1 RESIDENTIAL WHITE PENDENT W/ SEMI RECESSED WHITE ESCUTCHEON ® 1 1 - R3516 112-1 4.9 1751 2 - - R3531 1/2' 4.4 155 RELIABLE MODEL Fl RESIDENTIAL WHITE HORIZONTAL SIDEWALL W/ SEMI RECESSED ESCUTCHEON 1 - - R3531 112' 4.4 175 16 1 10 1- - TOTAL PER FLOOR 26 TOTAL THIS SHEET DATE SUBMITTALS By 2/24/2017 W,A,F,S, CA Review MC k WAYNE - Automatic Fire Sprinklers, Inc. MAIN OFFICE — ORLANDO, FLORIDA BBB CAPITOL COURT OCOEF. FLORIDA 34781 PFIOPE (407) 856-3030 FAX: ( me -BOBS JACCBONVLLEi. R. TAMPA. FL OE3M:ILD BEACH, R. 11328 OaTRSUTgN AVE WEST 3228 CR6Rn PALM DItlVE 1500 S. P➢NS RE f IIyT A JACKSONVl1E FL 32258-2]K TAMPA. R 33819-9337 OEERFB.0 BEACH, R 33142 PK➢NE:(8Ue 298-3030 PHONE (813) e30-0903 PH➢NE (954) 917-3➢30 FAX (904) 21 9 4 FAX (90) 830b312 FAX: (954) 97-9424 ET. MYE R& R. CONCEMiD, NC STATE uCENSES: 4B93 LARBOD AVE 4370 M➢TORSPIXIT DRIVE W SPFIMaER 29745 FT MI R 339051 ➢014C0101 INC 2EOE7-B9T/ NIC ALARM 291 5P LV FROZE (239) 433F3030 PHCNE (704) 182-3032 SC SPRINKLER: INN FAX (239) 43 SRI FAX 00,0 795E838 SC ALARM 3395 EA Avalon Ocean Estates Drive Lot #6 North Hutchinson Island) Florida TRM Construction, Inc 7230 Westpointe Blvd. Apt 1212 Orlando, FL 32835 SHEET TITLE- Fire Sprinkler Plans DRAWN BY, Michael Crawford TOTAL ARKS, 26 DATE. 6/7/2019 AHJI St. Lucie County CONTRACT # #95690 CENTER OF TILE JOB? ❑ YES jffNI3 I CENTER ON FIXTURES JOB? ❑ YES NO SHEET u FP3 OF 31' CONSTRUCTION TYPE, OCCUPANCR3 e a J 63' 2' 321 011 4i 4n . RAMMLL E. STOFFT APCHITECTS, PA AA#M3379 APop011105 APPROVED Q.REVISE&RESUBIIT. ® APPROVED AS CORRECTED REJECTED This review w only for general confotlnance with the design concept of the prow and raneral compliance with the information given in the contract documents. Corrections or comments made on the shop drawings dtrdng this reviewdo riot refieve the mnlraclar from compliance with the ragWre- ments of ft plans and spacikalbns. Approval of a specift item shall no - Include approval of an assembly of which to gem isa component. Con• ,r uresponsiwfor:DimensionstobeconItno tendcormictsdatth, I._ , ha �lnvina€'on that pertains sote?y to hie fabricationprocesses or to C`a m�,hoda, to iques, seguerras and proce{apes of constdr, tan: ocendirptaa m thas wok of at d'rar,`rades. and for panto mirg 80wofk W a safe and safisbc4oy mama. G russ Load Alert Box Truss I.D. Gravity (> 5,000#) / Uplift (> 1,000#) Horizontal (> 350#) T s— !"OO-3 LL L O a �1, F U a Z 2N< m co Z � co WWFcc Ilm 13 y = 3 W 0- 4r 4 5/16" 7 TYPICAL END DETAIL @ 2ND FLOOR * NODE: ALL Tliuob JD 'VVk"L Aw�/ A LEDGER CONNECTIONS BY BUILDER d (UNLESS NOTED OTHERWISE) @ * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) e * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW N a TRUSS I.D. AND TRUSS LOCATION ONLY. d THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN o OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. ; REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS s FOR GRAVITY AND UPLIFT LOADS. a ......... ............... ................ .......... v FOR BRACING & ERECTION DETAILS REFER d TO BCSI-03 AND/OR ENGINEER OF RECORD e e Q REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING C NOTE: REFER TO USP CONNECTOR CATALOG c FOR INSTALLATION DETAILS) Q U JUS24 ' v THD46 OQ e OB JUS26 MSH422 OR o OC THD26 OK MUS26 /-r-- OD THDas © GTWS3T OT �E THD26-2 HJC26 0 THD2&2 U JUS28 OV m OG JUS46 - OX - - - BB HANGER BY BUILDER BBB BEAM BY BUILDER OZ LSTA 12 @ TC & BC * NOTE: LSTA STRAP INDICATED TO BE USED IN d Zt ❑ LSTA 12 @ TC CONCORDANCE WITH CORNERSET DETAIL s V LSTA 12 @ BC LOADING ROOF FLOOR WIND LOAD m `d o LIVE LOAD 30 40 ASCE 7-10 d of DEAD LOAD 15 15 170 MPH EXP D F LIVE LOAD 10* 0 CATEGORY II o Q m r=i DEAD LOAD 10 10 ENCLOSED E TOTAL LOAD 55 65 FBC - 2017 DURATION FACTOR 1.25 1.00 TPI - 2014 e REV DATE BY REMARKS O N d L d a: s a 0 _ L It is understood that above ❑ APPROVED conditions have been reviewed & are acceptable for the fabrication at trusses, APPROVED AS NOTED❑ " o elevations, pitches, overhangs, ❑ REVISE AND RESUBMIT fascias,ceiling elevations/pitches, bearing REJECTED d conditions & all detail pertaining to this truss placement plan, No _ back charges will be accepted' without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY a PLAN DATE ARCH: 03/05/19 STRUCT: 03/15/19 e ( q CUSTOMER TRM CONSTRUCTION is JOB NAME AVALON 2 STORY v OPTION(S) (1 COMMNTY JUL Q19 !.n w / LOT # n 1� c'r I JCIP CC711t11ff CITY VERO BEACH .:::......... _::. ................ ........ ........... COUNTY INDIAN RIVER COUNTY SCNVNtLI e e St. Lude113000 BLDG BLDG TYPE - # - 9 -oa5 7 a JOB # MASTER 4VTRMAV2 _ _ N d DRAWN SCALE DATE 06/26/2019 .......... DG N.T.S. a_ c fp���r 'Ravo m..wi AA— TRU W a AFLORIDA CORPORATION a Ph 772-409-1010 / Fax 772-409-1015 http://www.a I truss. com N V o y e E c d C w w C= G N d d G •' L e C •- � p e d o d e P N p� d '•� o e o a zq O L 9 t = d E O e d E G O � d 72 d j L O w d w y y N d L d W ` �'- v EA.To `d s. m E o o- 3 d e . oe_ c e M c d =w� c a+ C N C O o d T c c v E E c E _ a E m y = a e v = e E o N m 'o m � •`c •rn� p •� `o_ n m H � m e d 9 d m e e •s _ � o •a. a: m Q o 0 �-o m a =-4^ eY d e 9 O- H �Q c o ef— o ¢ e E e a 9'J d L C y w N � T C c E ,^ E .E .5C d s m _ - O O v a c c d c o ' N Z c i = d o s s m t=. a 'o aas c c BC a� •E "' o a 3 E >. == d _ a c c c d= c o .e- 3. X SE E �a e `o s==„��m O e o e a a � N d o `c d o c c '3 a •_ d C O N y O Ol r O L -f O L c N o a d= E •a' = c e y ` H E e yv E 6 d O h r e C � E Elu a — 72 o > v y ` c o j.2 d.. ,� c ed' _ c' e _ p u r N IC M• W C e L T c o Zo d = d 0 .'--. 3 N B — 9 H +- d N s d� — —e _ O r o C C d C Q Z r d yV O d •O Y '«dam C~ d O O 0 3 a s e ^� c o o Q u ti d 0 e e d d s tiS =' o O d R e d a v T •- O > — o