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HomeMy WebLinkAboutBuilding Plans7 P DC��OC�C�] C�QG3C��lC��i'CIG3� ABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING V O LJ V [POUOPEI O 29 BUILDING CLASSIFICATION: CODE EDITIONS: y ACOUS. ACOUSTICAL HDWD. HARDWOOD RWD. REDWOOD TWO STORY SINGLE. FAMILY RESIDENCE Florida Building Code (FBC) 2017 ADJ. ADJUSTABLE HDWE. HARDWARE R.W.L. RAIN WATER LEADER FBC 2014 CHAPTER 3, GROUP R-31OCCUPANCY National Electrical Code (NEC) 2011 AL ALUMINUM - HGT. HEIGHT S.C. SOLID CORE TABLE 503 CONSTRUCTION TYPE V-B APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE BD. BOARD I.D. INSIDE DIAMETER SHT. SHEET WIND LOADS AS PER FBC 2017 EDITION BLDG, BUILDING INCAND. INCANDESCENT SIM. SIMILAR AND ANSUASCE 7-10 BLK. BLOCK INSUL. INSULATION : SQ. SQUARE BOT. BOTTOM INT.. INTERIOR SST. STAINLESS STEEL THE FOLLOWING DESIGN PARAMETERS ARE REPEATED CAB. CABINET JT. JOINT STD, STANDARD FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS CER. CERAMIC LAM. LAMINATE STL. STEEL FOR ADDITIONAL STRUCTURALNOTES/DESIGN PARAMETERS) C.I. CAST IRON LAV. LAVATORY STOR. STORAGE 7 CLR. CLEAR LOC. LOCATION STRUCT, STRUCTURAL FLORIDA BUILDING CODE 2017 COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED - BUILDING DESIGNED AS: ENCLOSED, RIGID CONIC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL CONN. CONNECTION MET. METAL T.C.TOP OF CURB WIND EXPOSURE CLASSIFICATION: C a CONT. CONTINUOUS MFR. MANUFACTURER. TEL. TELEPHONE `I --- -- ---- -- --- - -- WINO SPEED DESIGN: 170 mph CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE r DECOR. DECORATIVE MISC. MISCELLANEOUS THK THICK i ' INTERNAL PRESSURE COEFFICIENT +-0.18 DET. DETAIL M.O. MASONRY OPENING TO.C. TOP OF CHIMNEY ! 0.85 D.F. DIA DOUGLAS FIR MTD. MOUNTED T.O FR. TOP OF FRAMING MEAN ROOF HEIGHT 29'-0" DIM. DIAMETER MILL. MULLION T.O.L. TOP OF LEDGER : ON. DIMENSION N:LBUILDING CATEGORY IIC. NOT IN CONTRACT T.O.P. TOP OF PLATE III D.S. DOWN NO. NUMBER T.O PL. TOP OF PLATE. ROOF LIVE LOAD: 30 PSF DWG. DOWN SPOUT N.T.S. NOT TO SCALE TYR TYPICAL ! TOP CHORD DEAD LOAD: 15 PSF EA. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE EL EACH CBS. OBSCURE VERT. NOTED VERTICAL I I BOT CHORD DEAD LOAD: 10 PSF ELEV. ELEVATION O.C. ON CENTER VEST. VESTIBULE ! THE PROJECT WAS DESIGNED IN ACCORDANCE WITH ELEC. ELEVATOR O.D. OUTSIDE DIAMETER V.G. D.F. VERTICAL GRAIN FLOOR LIVE LOAD. 40 PSF THE BUILDING CODE REQUIREMENTS FOR EQ. ELECTRICAL OFF. OFFICE W/ WITH ! --. �. FLOOR DEAD LOAD: SUPERIMPOSED 25 PSF REINFORCED CONCRETE (ACI 318-11, 315-11, LRFD). EXH. EQUAL OPNG. OPENING W/O WITHOUT (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) EXP. EXHAUST OPP. OPPOSITE W.C. WATER CLOSET EXT. EXPANSION PL. PLATE WD; WOOD AISC IREM NT EDITION. BUILDING CODE REQUIREMENTS AND SPECS FOR MASONRY !, STRUCTURES (AC1530-11/ASCE 5-05rTMS402-11). EXIST. EXTERIOR PLAS. PLASTER NOW WINDOW ` ( , MIN. SOIL BEARING PRESSURE: 2,500 PSF BUILDING CODE REQUIREMENTS AND: NATIONAL F.F. EXISTING PLYWD. PLYWOOD W.H. WATER HEATER "', SHUTTERS: - NO. DESIGN SPECIFICATIONS FOR WOO.CONSTRUGTION FLASH. FINISH FLOOR PR. PAIR WSC?. WAINSCOT . „„ i` :, : ,- FLUOR. FLASHING PRCST. PRECAST WF. WEIGHT I,, IMPACT RESISTANT ASSEMBLY YES (ANSI/NFOPA Nos-2005, Aso, AF&PA) FT FLUORESCENT P.T. D.F. PRESSURE SYMB. SYMBOLS I �.`"_ I. II. ISACONT. LOAD PATH PROVIDED' YES F • •ANGLE GALV. GAUGE' GL.•GR. GLASS GRADE GYP.1�. GYPSUM ! • • pI• • REQUIRED :ENTER LINE # POUND R NUMBER ND OU II® VIP r1�T\�..^ �!"1".,e �@�= �R \ 0 ♦ 1•l/y€ `1� ,t,ilis ..ice, i - _ - - 7- ! '3 _ ;,.�� _� i� -� >��,. 1. ' +�l L' alc �yl I'„A+S✓1 ���, .1 � r (n11 *Y' I+III _ 15", 1 f mI I�EN DE IROOM NF RMH.B. HOSE BIBB2ft - - " - j ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF. THE FLORIDA BUILDING CODE 2017 EDITION. THE CODE IS COMPILED REFERENCE. THE NATIONAL ELECTRICAL CAL CODE REFETH THE LATEST RENCED NCED SfANDA DTION OF THE NNFPA-AL EOCTRICAL CODE ADOPTED BY I p[0�4 ii�L[ I RESIDENTIAL POOL SAFETY ACT -CHAPTER 45 OF THE , 017 FBC RESIDENTIAL J T HEREQUIREMENTSA - MIMING i 1. MUS MEET T S OUT SECTION N R4 1.17 RESIDENTIAL SWIMMING LINED IN S C b 50 ARCHITECT: / BARRIER REQUIREMENT. RANDALL STOFFT ARCHITECTS - 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME SHALL MEET 42 NORTH SWINTON AVE:, SUITE REQUIREMENT #1 (EXIT ALARMS) OR #2 (SELF -CLOSING, SELF LATCHING DEVICES) OF SECTION DELRAY BEACH, FLORIDA 33444 L i - { R4601.17.1.9. 1 • ,� I,I I I'. I I ALL DEVICES OUTLINED IN SECTION R45 V THE I I I 3 O S S O 01.17.1.9 SHALL BE MOUNTED AT 54" MIN. ABOVE TEL: 561.243.0799 �T- � I CONTACT: PERCY MEDIA THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AFIJ). EMAIL: PERCY@STOFFT.COM 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. STRUCTURAL ENGINEER x a,. PROJECT CLASSIC LLC 7318 TEXAS TRAIL BOCA RATON, FL 33487 TEL. 954-667-7803 CONTACT: FARI D ABUGATTAS EMAIL: FARID@PROJECTCLASSIC.COM I ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER ::. A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND A. THE TRUSS LAYOU SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE#2 (MIN.) STRESS GRADE LUMBER OR CHARGE OF CONSTRUCTION MEAN5.METHODS, TECHNIQUES, SEQUENCES OR GEOLOGICAL REPORTS. _ - _ NATURE. HOWEVER, HE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN.. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE * 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 BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE FINAL TRUSS MFG. LA OUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T_ B. Y MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. II TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS O INNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. BEARING POINTS, ETC) THE PRIME PROFESSI CAN O BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM NAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2)12"X4" STUDS MINIMUM ALL BEAMS HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, MAKE STRUCTURAL R VISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW. EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. TRUSS DRAWINGS MU T BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; .. POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER S-0" IN LENGTH SHALL BE DOUBLE 2"X4's. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR .CODES; D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE - WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN - L OF 5 FEET BEYOND AL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S'@ 5" O/C STAGGERED MAY BE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL ' PERFORMED FOR EACH 2500 SQUARE FEET AREA. DENSITY TESTS ARE TO BE MADE 12 PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED. WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS THE JURISDICTION SHALL BE OBSERVED STRICTLYSTATE, A. NSTCUCTIONHAVINGTHE . INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TESTIS) AND FIELD FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, GIN AND COUNTY DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECTENGINEER. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL - F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE E. FILL SHALL Be CLEAN,WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURERS DATE FOR APPROVAL. CODES.AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF. THE ARCHITECT. (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI THE PROJEC S S G NED INWITH THE BUILDING CODE. REQUIREMENTS T WA DESIGNED ACCORDANCE - 85); DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER. ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH. FOR REINFORCED CONCRETE. ACI 318-08 EDITION). (AMERICAN INSTITUTE OF STEEL ( F. TERMITE DAMAGE IS CLASSIFIED AS HEAVY" PER 2014 FBC-RESIDENTIAL, TABLE TRUSSES FLOOR PC ( )l 80 ;BRACING WOOD TRUSSES: COMMENTARY AND ) TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. I .CONSTRUCTION) AISC ASD/13TH EDITION. BUILDING CODE REQUIREMENTS AND R301.2(1) AND PROTECTION SHALL BE IN ACCORDANCE WITH 2O14 FBC-BUILDING, SECTION RECOMMENDATIONS ( Wi 76); HANDLING AND ERECTING WOOD TRUSSES COMMENTARY OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-08/ASCE 5-08/TMS 402-08). BUILDING 1816 & 2017 FBC-RESIDENTIAL, SECTION 301.2 & R31 B. AND RECOMMENDATIONS (HIB-91). ANY OPENING, THE PAPER SHALL BE. CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONCRETE. - THE PASSAGE OF WATER BEHIND THE FRAME. USE TREMCO 250 FLUID APPLIED WATER OF AMERICAN PLYWOOD ASSOCIATION. CONSTRUCTION (ANSI/NFOPA NDS-2005) / CONCRETE UNIT MASONRY:. PROOFING, SEE WINDOW & DOOR DETAILS. B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND - H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A REQUIREMENTS THE MODEL ENERGY CODE. CONTRACTOR SHALL REQUIREMENTS OF ACI. 318-11. A. THIS IN D SIGNED AS UNIT MASONRY. FBC STRUCTURE HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN HI SE WITH THE CEMENT: ASTM TYPES I OR 11. LOW ALKALI, SILL TESTED AND B. POFIED. SHALL BE DESIGN SHALL BE IN A WITH ACI 53 2-11, BUILDING CORDANCE WITH ACI 530.11/ASCE 5-11(FMS 402-11, BUILDING CODE WINDOW AND DOOR OPENINGS. THIS ODE ACCORDANCE WITH ALL PROVISIONS OF S C T FOR CERTIFIED. USE TYPE V CEMENT FOR SAIL CONTAINING SULFATE CONCENTRATIONS OF U REQUIREMENTSSONRY FOR S RUCTUR STRUCTURES THE COMMENTARY ON BUILDING CODE A T E D MEN - G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT DFPA, (C-C) MORE THAN 0.2 PERCENT. REQUIREMENTS FOR ASONRY STRUCTURES. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA PERMITS; GRADE, 4 PLY, INDES 2410, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN DOORS AND WINDOWS: C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC B. REINFORCING STE L: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICEPERPENDICULAR TO SUPPORTS AND STAGGER JOINTS A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING. ALL REQUIRED BUILDING OR OTHER DELETERIOUS MATERIALS. IN WALL REINFORCING CORNERS. HORIZONT LAP HORIZONTAL REINFORCING A MINIMUM OF 30" AROUND L BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. SOLID WOOD DOOR, MIN. 1-3/8 THICK, EQUIPPED w/ SELF -CLOSING DEVICE REQUIRED AN TRADE PERMITS AND OR THEIR RESPECTIVE COST D RA P F E_ D. AGGREGATES: ASTM C33 FOR SLABS ON GRADE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTALTYPE THE NAILS TO BE THOSE FURNISHED RECOMMENDED BY BETWEEN GARAGE & MAIN HOUSE, PER 2017 FBC-RESIDENTIAL, SECTION R302.5.1. REINFORCING IN JOIN S OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT FOR MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN MANUFACTURER B .JOB CONDITIONS: E. SAND: ASTM C-33 FOR SLABS ON GRADE. REINFORCING. . THE ANCHOR; ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. I B. SAFETY GLAZING: (TEMPERED GLASS) DOOR SIDE-LITTS WITHIN 12" OF DOOR GLASS - TUB AND SHOWER ENCLOSURES WINDOW AND MIRRORS. AT TUB AND SHOWERS WITH A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / AS INCLUDED IN THESE DWG-S. OR AS AMENDED BY THE FINAL F. FOUNDATIONS: INSTALLC. FOUNDATIONDOW DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 8 K. DRAFT -STOPPING IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1000 SIF. IN N 60" A.F.F. FRENCH SILLS LESS THAN DOORS. OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE SOILS REPORT. VERTICAL TO ALIGN WTH BLOCK CORE. -�-- ATTICS FOR AREAS OVER 9000 S/F - C. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE. WITHOUT THE USE OF CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S. ATTENTION IN WRITING FOR CLARIFICATION. T . POLYETHYLENE. G. VAPOR BARRIER: BENEATH SLABS O BE 6 MIL O D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED. CELLS. SEAL L. FIRE -BLOCKING: INSTALL CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, TOOLS. THEY SHALL PROVIDE A NET CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE F H. CONCRETE SHALL BE READY MIX & HAVE A MINIMUM COMPRESSIVE STRENGTH OF AFTER CLEANING AND INSPECTION. .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, AND 5.7 SQUARE FEET MINIMUM AREA, GRADE FLOOR OPENING S�'� 5.0 SQUARE FEET. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN44".ABOVE FLOOR AND LATCH AT 54" CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,000 PSI FOR BEAMS, COLUMNS AT 28 E. MASONRY UNITS S ALL BEAST TYPE II WITH MINIMUM COMPRESSIVE STRENGTH COVES, STAIR STRINGERS D BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, ABOVE FLOOR (MAX). PER 2017 FBC-RESIDENTIAL, SECTIONR310', DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. DAYS. ALL CONCRETE WORK SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING OF 1900 PSI ON NET A INDIVIDUAL SHALL BE EA OF INDIVIDUAL UNITS. ALL IN A FULL BED OF OR TRUSSES. CHIMNEYS, FLOOR JOISTS OR TRUSSES. B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO CODE (ACI 318-11) THE ACI DETAILING MANUAL (ACI 315/LATEST EDITION),. AND THE SPECS, FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE MORTAR IN RUNNING .LAID STEEL MANUFACTURED OIL U.N 0 ALL REINFORCING STEEL SHALL SHOP DRAWINGS: D. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FL ENERGY NOT SCALE DRAWINGS COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI FROM HIGH STRENGT N BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE CODE. C. IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR SPECIFICATIONS. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL E. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-ILEXES, CONDOMINIUMS AND ALTERATIONS TO AN EXISTING BUILDING THE CONTRACTOR SHALL VERIFY ALL EXISTING.. O GRADE LAP ALL W WF A MINIMUM OF 6 INCHES.U.N.O. ALL REINFORCING STEEL SHALL BE F. ALL MORTAR SHALLBE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE. CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUF FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM,DESIGNATION A-615 A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT28 DAYS. NO TESTING FOR MORTAR PROJECT. AND COMMENCEMENT OF THE WORK. PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A HAS A MIN. 29" CLEAR OPENING, FBC-RES1 ENTIAL, SECTION R320.1 1. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE. EXISTING CONDITIONS AND GRADE 60. LAP ALL BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN STRENGTH IS REQUIRED FOR THIS B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. DOOR THAT PER 2014 CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS. U.N-0, THERMAL MOISTURE PROTECTION. WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS, THE G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, REINFORCING STEEL: SPECIFICATION HAVING A MINIMUM COMPRESSIVE STRENGTH OF3,000 PSI. NO THIS C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. W D N E �1 A. INSULATION: INSULATION SMALL BE PROVIDED AND INSTALLED PER FLORIDA MODEL SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN OF TESTING FOR GROUT OUT STRENGTH IS REQUIRED FOR PROJECT. SECTION AND DETAILS ENERGY CODE, SECTION9. MINIMUM OF R-20 SPRAY FOAM INSULATION AT ROOFS AND R-11 COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT THE CONSTRUCTION A. ALL SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT AT FRAME WALLS. R-4.1 ON MASONRY, UNLESS NOTED OTHERWISE. PROVIDE THERMAL DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING EVERY SECOND COUR E FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE INSULATION AT ALL EXTERIOR STUD WALLS, EXTENDED FULL HEIGHT OF WALLS, FITTED D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. - 1. 1ST AND 2ND CONS RUCTION SHALL BE IN ACCORDANCE WITH THE FLOOR -TIE -BEAM. TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. TIGHTLY BETWEEN STUDS. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FLORIDA MODEL ENERGY CODE AS SUBMITTED. NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL "SPECIFICATION FOR I HE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE ' WORK NECESSARY TO COMPLETE CONSTRUCTION: * SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Yz'') MASONRY" PUBLISHEC BY NATIONAL CONCRETE MASONRY ASSOCIATION. PLUMBING FIXTURES: B. FINISH ROOF MATERIAL: SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY * BEAMS AND COLUMNS 1 112 " ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURERS LATEST NOA * FORMED CONCRETE BELOW GRADE 2" DOCUMENTATION AND THE 2014 FBC-BUILDING. AT THE COMPLETION OF THE WORK, THE A. iT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE * UNFORMED BELOW GRADE 3" A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE AND. FINISHED PROJECT OTHER THAN ITEMS MARKED"N.I.C" (NOT IN CONTRACT) * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT - ` WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE STRUCTURAL STEEL: OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEEI, PERIOD. CLEAN UP / REPAIR: * SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Y".CLEAR AT TOP (EXTERIOR) - A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, STIRRUPS COLUMNS 1 CLCLEAR STIRRUPS * BEAMS 1 1/2" CLEAR TO R TO TIES * E WORKMANSHIP: ME EXACTING G REQUIREM RK SHALL COMPLY WITH A.LS.C. LATEST EDITION, UNLESS MORE NITS ARE SPECIFIED THE CONTRACT DOCUMENTS. N N C /7�1-! ('j Q 1LVJALV(I IL.I��L MILL I -I ILIA /,J: 141 ILIt\VVI D DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY11 JnJ � MASONRY WALL - - C WALL ABV OR BELOW OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL. BE LEFT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. B. ALL STRUCTURAL STEEL THE LATEST AISC CODE SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH STRUCTURAL STEEL SHALL CONFORM TO STM SPECIF C O • ARCHITECTURAL COVER �HEE�� 1FIRST FLOOR PLAN ■�■■■ 1 • r ••' - ® 000NN FLOOR REFLECTED CEILING PLAN M■®�0 - •SECOND / ■■M®M 1 _ r • r • • ' r .M■■■ 1 r• r••- r R■EN= TYPICAL WALL SECTIONS e • 1 • a e • MIN ■■0N0 1 r 000MM ® ■ENNEN STRUCTURAL FOUNDATION • e PLAN ■■®®. UPPER ROOF FRAMINGPLAN ■.■■■ TYPICAL STRUCTURAL 1ETAILS WN TYFICAL ® e r ■®®®NIL ® ■ENNEN IMME ■®®®■.' ELECTRICAL ® CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. A M I ATI N ------ D. GENERAL BEAM NOTES: A36. ALL STEEL TUBIN 3 & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B 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. (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND � GROUT FILLED CELL IN POTSHELF HEIGHT AS 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. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN 111111L� MASONRY WALL NOTED py MATCH ADJACENT AREAS AND SURFACES. BEAMS. "AMERICAN WELDING OCIETTS. STANDARD QUALIFICATION RROCEDURE" (ASW D1.1), TO POURED CONCRETE COL. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER PERFORM THE TYPE O WORK REQUIRED: ALL STEEL WELDINB RODS SHALL BE E70XX POURED CONCRETE COL, .. - OU CO C C CLIMATE $ GEOGRAPHIC DESIGN CRITERIA: STANDARD ASTM BENDING DIAGRAM. ELECTRODES. IN MASONRY WALL � � IN MASONRY WALL 91-OF 4,;, '` 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8 MAX.) TO FIT BLOCK WORK AND NON -BEARING FRAME ��( ITTIE NON -BEARING FRAME WINDOW AND DOOR A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(1),'SUBJECT TO DAMAGEFROM DROP BOTTOM OF TIEABEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM O W'gll L7u _L L WALL WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS'VERY DEPTH) &ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS: NON -BEARING HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6* MIN. INTO SUPPORT U.N.O.'. - FRAME BEARING WALL INSULATED WALL REVISIONS BY DATE CD li LU 0. ^ I I I I la �a to rn Ir [ t= I° I I I I a� r %ln / n,n� I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q \ W ce GENERAL: OUTDOORLIVING.& POOL DECK FLOORING MATERIAL TO BE PAVERS OVER CONCRETE SLAB (PER STRUCTURAL DWGS.) OPEN SPACE CALCULATION SOFT. 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) REVIEWEn FOR CODE COMPLIANCE ST. LUCiE CC..0liNTy B000 SITE PLAN'Cop'. )ATE W.26 19 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR RISPRESENTED BY THZ DRAWING ARE OWNED BY & THE PROPERTY OF THIS OFFICE: & WERE CREATED, EVOULEO & DEVELOPED FOR USE ON & IN CONNECTION WITHITHE SPECIFIEOPROJECT'. NONE OF SUCH IDEAS DESIGNS ARRANGEMENTS ORPLANS 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 DIMEV,IONS & CONDITIONS ON THE JOB,& THIS OFFICE MUST B NOTIFIED OF ANY VARIATIONS FROM THE, DIMENSIONS ANDC CONDITIONS SHOWN BY THESE,ORAMM. SHOD DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON I'IIEMS SO NOTED 02018 ALL RIGHTS RESERVED RAZALL STOFFT ARCHITECTS RA C:\USe c\Parry\Onpnriva - Ctnfft C'nnnay Ar(--hitarts In(-\O - A VAI C)N\A V AI C)N RFAC"H - I nt 95\Rnea Ilrnwin� A DWG To PDF.pc3- N f0 I� 4'-("_ r _ _ _ _ _ _ 1 CHIME TOLBE .:. — v F L60w/ A N 16'-6" , 6,-4- 3'_6— FRAM_ $-0Tftucr. u� — [c CLOSET II OUNGE --- -- i �I I I- I ` os of _ f 1�21 1 T_6„ad4" 4'-0' OND FLOORPLAN v RE%,fl;: ►r!) FOR CO: c,vkPLIA►NCE S . .T-° IE COUNTY b®CC x ob Na1804037G - 3KIcr— MAY� 2 3 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLAN: OR REPRESENTED BY THIS DRAWING ARE OWN THE PROPERTY OF THIS OFFICE. & WERE CREA EVOLVED. A DEVELOPED FOR USE ON, A IN CON ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P rA A01 32 A401 4( A A/C AREA TABULATION A/C - 1ST 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-CAR GARAGE 438 SF BALCONY 94 SF COVERED ENTRY 35 SF COVERED OUTDOOR LIVING 222 SF 3543 SF LOT COVERAGE A/C - 1 ST FLOOR 1767 SF 2-CAR GARAGE 438 SF COVERED ENTRY 35 SF COVERED OUTDOOR LIVING 222 SF 2462 SF FIRST FLOOR PLAN REVIEWED Fr'q CODE CrIiAlt-'LIPMCE ST. LlP;; , COliNTY BC. cC Im r ui M O W a REVISIONS I Q � W P. U� a Z c�0�z W U ; z WNU 0 O I I � Z FL-0011145 FIRM-AA003379 ALL IDEAS. DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAW NO 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 MUTT EN PERMISSION OF RANDALL E STOPER ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SWILL 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. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. x C:\USeb\Percy\0nPr)rive - Ctnfft money Architects Inc\0 - A VAI C)N\A VAI ON RFAC'H - I of 95\Race. Dmwinge\A VAI C)N 95 - FP dw'q 3/96(9(19 1 11.04 PM DWG To PDF.pc3 I I PROPERTY LINE 1 II e _- - _- _ _ -_-_ _- =— — -- — — — I I ___ --- ___ - ___-- __ _ ______ -- _ _______ ___ _______ — I I I I it w I I N vo +F 0 +9 a m CLG @ +101-o' L I 2-1 LI N+IW-0 4:1L� - SLOPE! I l Na w �I � I +10off �o I I - 4:12 ° SLOPS S09. O CLG 10'_0" CLG @+101_0" CLG _ 7:12 5L E a -6' II I I 0 `o AHU20 CL9 I +l O FG N N a, .0 I o o li I , a . 7.12 g SLOPE W CLG @+10'_0" PI a o 00 0 Q N O N .. - ------------------- - m - - - - - - - - - - - - - - - - - CRICKET CRICK + 7:1 ------ -- -- SLOE r II Lu 'Lu a T.O B. +12 -0" CLG @+10'-0" � Do --_ O.H. Na 712 SLOPE w ;— --- N �O II II I x v. — — — — — — — — — -- -o r:os. r.0.6. +13tl_011 �IROOF PLAN REVISIONS BY DATE a -J- 'QCOUNTYCOMMENTS PM 0426,19 o c Q COUNTYCOMMENTS PM 05120.19 Lri i�3\ COUNTYCOMMENTS PM OS24.19 0 N nn 9 V N a U7 a LL Z 4 0 o, null � M--i D m_ 0 N wQ~'0 Iwo o WTI r U N Q I I � p c 0 a Job No.1804037D * -ND :.. Est ORID�. " ALL IDEAS DESIGNS ARRANGEMENTS & PINS INOIGATED OR REPRESENTED BY THIS DRAWING ARE 0 NEDBx& THEPROPERTY OF &wE0.E CREATED EVOLVED & DEVELOPED FOR USE ON, & IN CONNEC}ION -. 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 WRTTEN 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 & CONOtTI NB ON THEJOB 8THI8OFFICE MUST BE NOTIFIED OF ANY iC�ARWTIONS FROM THE DIMENSIONS ANO CONDITIQNS'SHOWN BY THESE DRAWINGS SHOP D�TAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO'THIS FEICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION REVIEWED FOR CODE COMPLIANCI ST. L UCIE COUNTY SOCC a�� yyy J 1 x 6 WOOD, SMOOTH FACE, —JOINT TONGUE, & ROOVE CEILING it i �I � I 2-CAR GARAGE CLG @+11'-6" U 0 G 0 1 b ExF o-ov 0 0 II' OFFICE/LIBRARY CLG @+11'-0" 0 II I 0 2 -0 CONDENSER CONDENSER +jp 5 02" 1 x 6 WOOD, SMOOTH FACE, V—JOINT TONGUE, & GROOVE CEILING FIRST FLOOR REFLECTED CIL.I O PLAN i (3j L AMIRA e 7 12'.9. WIIHTHESPECIPIED BYTHESE tf �1a1 ` �i HAVE RF4"I"w o-+ 7'r' FOR CC �" r-*')4000ANCE r,COND FLOOR REFLECTED CEILING PLAN REVISIONS BY DATE a Ill W Q w CL 'WSW U Wcoo w �C�z �wU i O O z F e I'y`] �ry t ^P yyy$ys U 'ygry].. t�I $�oj[ e� MEMO uu{ Ffl HEVkryt R Job No.1804037D Q41- VAI 47 7 REVI W�,r ° �FOR � { CODE C iWPLI,ANCI ST. L CIE COUNT-v 6ZoCC a RrEUISIONS BY D ATE 1 COUNTY COMMENTS PM 04.26.19 Qz COUNTY COMMENTS PM 0.2019 In rn c CAI n COUNTY COMMENTS. PM 06.2419 0 I N V 04 ill � 12 12 i 010 TOP OF 2NID FL T.B. @+23'-TABV FIN. FLOOR I 009 005 12 �s 4 TOP OF BEAM ELEVATION - @+12'-U'ABV FIN. FLOOR l 008 1 002 1 TOP. OF2NDFL.T.B. @+23'-0'ABV FIN. FLOOR I MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 RAISED STUCCO WATERTABLE BAND 010 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR 002 SMOOTH STUCCO FINISH 011 POWDER COATED ALUMINUM RAILING 003 RAISED STUCCO TRIM (OPTIONAL PRECAST) 012 CONCRETE PIER, SMOOTH STUCCO FINISH 004 8 1/2" RAISED STUCCO HEADER (OPT. PRE CAST) 013 FIBERGLASS ENTRY DOOR W/ SIDELITE 005 7" RAISED STUCCO BANDING 014 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR 006 RAISED STUCCO SIDING (IN LIEU OF TO HARDIEPLANK SIDING-8-1/4" PLANK) 015 DECORATIVE LIGHT FIXTURE 007 RAISED STUCCO TRIM 016 8" RAISED STUCCO HEADER 008 STUCCO BANDING 4" 017 KNEE WALL 009 RAISED STUCCO FRIEZE BOARD 018 A/C COMPRESSOR Y � � T e 1 ARABIA Low .ob No 1804037D E \fit TOP OF 2ND FLOOR NOTES /� ©P-{ 1•F-I.C," r0, @+13.0"ABV FIN. FLOOR E ORIDA. •'� ' 10 AL REPRESENTED BY THIS DRAB - C T a 1.3 OR IDEAS DESIGNSTHIS ARRANGEMENTS BPLAN$INDICATED THE WING AREO ED BY, & ED EVOLVED &O VELOPEDOFORD USE ON MIRE CONNECTION 015 WITIM THE SPECIFIED PROJECT I 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 �-r I PRECEDENCE OVER SCALE DIMENSIONS COM.RACTORS --!I SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS &". CONDITIONS ON THE JOB, & THIS OFFICE MUST BE. NOT OF MY VARIATIONS FROM THE DIMENSIONS AND -� CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS —I I 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 TOP OF FIRST FLOOR SLAB I. I II 1 DATUM ELEVATION @ V-0" -'' 2 REAR ELEVATION ' k CODE 410'Vi,'LIIANCE ST. LUCIE COUNTY Occ 1,61b� TOP OF 2ND FL T09L.B. - @+23'-0"ABV FIN. FLOOR ,2 4 Or..-v•..V.... i TOP OF BEAM ELEVATION @+12�0"ABV FIN. 008 ooz 001 �. TOP OF FIRST FLOOR SLAB - - DATUM ELEVATION @ 0'-0 12 ,..,7 r 010 SHED ROOF - W/ WOOD BRACKETS, STRUCTURAL ?OP OF 2ND FL T.B. -SEE DETAIL @+23'-0"ASV FIN. FLOOR 009 -- ----- 006 - 017 005 - - - Oil TOP OF 2ND FLOOR @+13'-0"ABV FIN FLOOR TOP OF BEAM ELEVATION @+12'-0ABV FIN. FLOOR 005 , 008 ooz 111 TOP OF FIRST FLOOR SLAB DATUM ELEVATION @0'-0" SHED ROOF W/ WOOD BRACKETS, SEE STRUCTURAL DETAIL TOP OF 2ND FL T.B. jk @+23'-0"ABV FIN. FLOOR 141-11 TOP OF 2ND FLOOR jk @+1T-0"ABV FIN. FLOOR 71 TOP OF 2ND FLOOR @+12'-0 ABV FIN. FLOOR TOP OF FIRST FLOOR SLAB �. DATUM ELEVATION @ 0'-0" TOP OF 2NI @+2T-0"ABA 12 - 7 4 LEFT ELE VAT I O a REVISIONS BY DATE Q COUNTY COMMENTS PM 642619 L o ay. J A COUNTY COMMENTS PM 65.20.19 6 rn Q3 I�OUNTY COMMENTS PM 'I 063419 N: y) N 3 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 8" RAISED STUCCO HEADER 008 STUCCO BANDING 4" 017 KNEE WALL 009 RAISED STUCCO FRIEZE BOARD 018 A/C COMPRESSOR 3 NOTES: EXTERIOR WALL COLOR: SW 7553 CREME _ < TOP OF 2ND FLOOR EXTERIOR TRIM COLOR: SW 6766 MARINER @+12WABV FIN. FLOOR _ TOP OF FIRST FLOOR SLAB DATUM ELEVATION @ 0'-0" 2 RIGHT El'.vL"-FION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC f S elx5 L "6 I b I ll �. re se O�� t E�� ORIDt.- 1 i li�SrfRED AR���`C a �'J2 5 2ti ALL IDEAS, DESIGNS ARRANGEMENTS, 8 PLANS (INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY 8 THE PROPERTY OF THIS OFFICE. B WERE CREATED, EV04VED B DEVELOPED FOR USE ON SIN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCHiDEAS DESIGNS ARRANGEMENTS OR PLANS SHALL BE" USED BY OR fqjISCLOSEDTO ANY PERSON, FIRM OR CORR,ORATION PER� FORISSIO OFRA WALL E, SVERWT ARCHITECTS, A, WRITTEN OHOFRANDALN E; THESE DRAWINGS ARCHITECTS, PA PRECEDENCE OVER CALF DISESIONS.ICONTRAL HAVE PREQEDENCE OVER ESPO DIMENSIONS. CONTRACTORS DIME VONS SHAD[TIONF ON THE JOBp RESPONSIBLE FORALLMUST BE EONS B CONDITIONS TI THEJOB8 THIS OFFICE MUSTD NOTIFIED OFNA INTION SHOW FROMTHEDRAWINGS.DIMENSIONAND CONDIEQUATE SHOWN BY MUST DRAWINGS. SHOP FFIC ,.AILS EQUATE SCALE MUBT C SUBMITTED TO THIS OFFICE FOR EMS AAA O BEFORE PROCEEDMO WITH FABRICATION. ON ITEMS -I NOTED (72018 All RIGHTS RESERVED RANonu sroll a li i icsi=". , i II SIONS BY DATE < 1 UNTY.COMMENTS` PM 042fi 19 A 2 C,i UNTY COMMENTS PM 06.20.19 N 6 r Y+ O 3 ICOUNTY COMMENTS PM 06.2419 M I N O) 3 v Lu i C) N Q ar a > � rl �T� N z Q U C � V U c O ) a J a t'( b at dw wI A. t 5 LR B d6T � Y c ,., E. .. REVIEWM FOR CODE roC," IPLIANCE ST LUCIE COUNTY SOCC J -A ALL IDEAS, DESIGNS, ARRANGEMENTS, B PLANS INDICAT OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & T E PROPERTY OF THIS OFFICE & WERE CREATED. EI�jQLVED, B DEVELOPED FOR USE ON & IN CONNECTION WjTH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS,. D SIGNS; A .GEMEN'T' OR PLANS SHALL BE USED B' O DI6CLOSEO TO ANY PERSON FIRM, OR CQRPORATIOI F R ANY PURPOSE WHATSOEVER WITHOUT THE WRITTE PERMISSION OF RANDALL E'STOFFT, ARCHITECTS, P.A. NTENDIMENSIONS ON THESE. DRAWINGS SHALL HAV PRECEDENCE OVER SCALE DIMENSIONS .CONTRACTOR: SI iALL VERIFY &' BE RESPONSIBLE FOR ALL DIMENSIONS CONDITIONS ON THE JOB,& THIS OFFICE MUST BE NOTIF 0 ANY VARWTIONSFROM THE DIMENSIONS AND C NDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAI O 7 ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFF FOR APPROVAL BEFORE PROCEEDING WITH EABRICATIC O REMSSONOTED. 02018. ALLRIGHTSRESERVED RANDALL STOFFT ARCHITECTS P A. %> 2" VTRy / �F/ BATH I 2 1 1 3" (2 FU) I �Q(5F s. W uay. co 2"(1FU)-/ 2" VTR 3" (4 FU) 3" (7 FU) 2" VTR DNW I 2" Vra,� 1 i 1 I WASHERI. BATH (LAV*3'(2 MASTER 3" (z FU) I N, AND 3 BATH I 1 TUB. I 1 I i PIPE 2" (1 LAV 3" 3" FU) 1 FU) 1 1 3" (6 FU). co C (8 (2 SHWR. WC L.T. 1 2" (1 FU) SHW 2" (2 FU) 3" (4 FU) col . 1 3" (10 FU)f '*�-3" (8. FU) AAV INKw/DISK UTILITY DNW W KITCHEN co 2" (2 FU) 3" (17 FU) 3"(19FU) \\.. 2"VTR 4" (27 FU) 3" 2WAY 3" 1 (7 FU) 1 JJ GCO 1 LAV. 1.. (2 FU) 31, 1 4" (34 FU) 4" SANITARY (34 FU) • BATH (5 FU) CO (SEE CIVIL FOR UTILITY SHWR. WC Z" 1 FU CONNECTION AND ( ) ROUTING) i 3" 4 FU EGRESS f EGRESS 1 Q,1 EGRESS 1 I EGRESS \�r�f t/ 1 �S 1 MARK SIZE "'Akp WD HGT Qr EGRESS 101 3'-6" 6'-0" EGRESS 102 3'-6" 6'-0" EGRESS 103 3'-6" 6'-0" Q1 EGRESSI 104 3'-0" 6'-0" 1 105 8'-0" 6'-0" 106 4'-0" 6'-0" 2ND FLOOR DOOR MARK TYPErVwk6T SIZE DESIGN DESIGN PRESSURE +48.03 PSF! -52.37 PSF NOTES ALUMINUM &GLASS DOOR 201 FRENCH0" 8'-0" 2ND FLOOR WINDOW SCHEDULE MARK IZE TYPE HEAD T DESIGN WIND PRESSURE NOTES WD HGT ELEV 201 4'-4" 5'-3" DOUBLE UNIT - SINGLE HUNG 8'-3" +48.25 PSF/ -62.68 PSF TOP OF ALL'Q 8'-0" A.F.F. 202 3'-0" 5'-3" SINGLE HUNG 8'-3" - +49.81PSF/ -54.15 PSF TOP OF ALL i@ 8'-0" A.F.F. 203 3-0" 5-3" SINGLE HUNG 8'-3" +49.81 PSF/-54.15 PSF TOP OF ALL 8 0"A. F.F. 204' 2-6" 3-0" SINGLE FIXED 8'-0" +51.16'PSF/ -55.50PSF TOP OF ALL' 8-0F.F. 205 6-0" 5-3" DOUBLEUNIt-SINGLE HUNG 8'-3" +47.51PSF/-51.84PSF TOP OF ALL 8-0"A.F.F. 206 6-0" 5-3" DOUBLE UNIT -SINGLE HUNG 8'-3" +47.51PSF/ -61.20PSF 207 1 3-0" 3-0" 1 ROUND 8'-0" +51.16 PSF/-68.50 PSF I TOP OF ALL'@ 8'-0" A.F.F. yy y �$.M !6 _ -. N as .. - R DOOR, DOOR: SIZE TYPE Number Door Size - PR WxH 201 2'-8" x 8'-0" INTERIOI 202 2'-8" x 8'-0" INTERIOI 411A Was ■ hlIARKS JIST FLOOR DOOR SCHEDULE MARK TYPE F - SIZE DESIGN DESIGN PRESSURE NOTES I WD HGT - - 3-- 10-0" +45.88 PSF/-4982_PSF 'FRENCH TYPE' FIBERGLASS DOOR W/ 12' FIXED SIDELIGHT H 101 FRONT ENTRY- 102 103 104' OHGD' OHGD ` SLIDING GLASS 9'-0" 9-0" 9' 0 9-0" 10-0' i 10'-0" +44.28 PSF/-48.61 PSF _ +44.28 PSF/ 54.74 PSF _ +43.50 PSF/-47.84 PSF +42.90 PSF/-51.98 PSF `.STEEL INSULATED OVERHEAD GARAGE`DOOR_ STEEL INSULATED OVERHEAD GARAGEEIDOOR -- - - 105 SLIDING GLASS -TRIPLE 112'-0" 10'-0" IONS BY DATE' TM COUNTY COMMENTS PM 04.2619 A COUNTY COMMENTS PM 05.20.19 Y /® M O ( I i Utl j 9 a. Q Z w W Q� r v� w- ,•��1 1ST FLOUR ` iNUO SCHEDULE - APE HEAD HT DESIGN WIND PRESSURE NOTES ELEV _ E HUNG 8'-0" +48.60 PSF/ -52.94 PSF +51.2/-55.5 w/ 24" TRANSOM ABO E HUNG 8'-0" +48.60 PSF/ -52.94 PSF (+51r.2/-55.5) w/ 24" TRANSOM ABC +44 +47 e ERI)R "L Hll . DOOR SIZE TYPE Number Door Size -`PR WxH DOOR REMARKS 101 2'-8" x 8'-0" INTERIOR 102 2 8" x 8 0" INTERIOR 103 2 6" x 8 0" INTERIOR 104 PR 1'-6" x 8'-0" i INTERIOR -SLIDER 104 10'-0" x 10-0" SLIDING GLASS 105 2'-8" x 8`-0" INTERIOR 105 12'-0" x 10'-0" SLIDING GLASS -TRIPLE 106 2 S x 8 0" INTERIOR -POCKET 107 2 8' x 8' 0" INTERIOR 108 2 6' x 8 0" INTERIOR 109 2'-8" z 8'-0" INTERIOR -POCKET 110 2'-8" x 8'-0" INTERIOR Ivr nuu Io Iv-4 n.r.r. TOP 0 ALL @ 10'-2" A.F.F. TOP 0 ALL 0 10'-2"'A.F.F. NCH END, TOP 0 8'-0" A.F.F. TOP OF ALL P, 10-0" A.F.F. YYJ <Y I ISHIVJVIVI HDV VC, TOP OF ALL 10-0 A.F.F. �ws�Ueu I tA'$ MAY? 3 2".9 ALL ID S DESIGNS ARRANGEMENTS 8 PLANS INDICATED OR RE RESENTED BV THIS DR Al GARS OWNED BY•$ THE P OPERTY OF THIS OFFICE & WERE CREATED EVOI-I &DEVELOPED FOR USE ON&IN CONNECTION WITH+HE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS ARRNNGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR AFIY PURPOSE W TSOEVER WITHOUT THE WRITTEN PERMI SION OF RANDALLE STOFFT ARCHITECTS, PA MTN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PREC DENCE OVER SCALE DIMENSIONS CONTRACTORS SHAL VERIFY& BE RESPONSIBLE FOR ALL DIMENSIONS& COND�`{71�E�"HIS ON THEJOB B THIS OFFICE MUSTS NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND "ND ONS SHOWN BY THESE DM'NGS SHOPDETAILS OF AO DUATE SCALE MUST BE SUBMITTED TO THIS OFFICE PLUMBING RISER N.T.S. C:\Use DWG To PDF.pc3 WINDOW & DOOR. S HED N.T.S. REvir NED FOB' CODE COMPLIAU UL.mES ST. LLOIE COW 3QCc h �° I, I CASING BY G.C. 1X4 P.T. BUCK W/ 1/4 IA. x WOOD CASING, PAINT GRADE 1-3/4" EMBED. @ 12" O. ., 6" E.E. (VERIFY w/ G.C.) ' PROVIDE 2 1!4 M O S RY WOOD STUD PARTITION w/ PROVIDE SHIMS AS REQUIRED 1X6 P.T. NAILER GYPSUM WALLBOARD EDGE DISTANCE .WOOD DOOR DRYWALL SEE (SEE DETAIL SHEET) WOOD STUD PARTITION w/ WALL SECTIONS JAMB EXTENSION AS EEDED (SEE DOOR SCHEDULE) GYPSUM WALLBOARD ATTACH DOOR F ME BLOCKING AS REQUIRED (SEE DETAIL SHEET) WOOD CASING, PAINT GRADE (VERIFY w/ G.C.) _ PER LATEST NOA PRODUCT PROVIDE SHIMS AS REQUIRED DOOR STOP a °a APPROVALS a PRE -HUNG WOOD DOOR FRAME IMPACT RATED EXTERIOR ": WOOD CASING, PAINT GRADE ° DOOR (NOT FREN H)' PER (VERIFY w/ G.C.)' DOOR STOP BEYOND 12" M]NII1dUM LATEST NOA PRO UC FINISH FLOOR VARIES BY £ APPROVAL PRE -HUNG WOOD DOOR FRAME ROOM ' I DOORSTOP (VERIFY SPEC'S w/ G.C.) STONE OR BRICK BLOCKING AS REQ'D THRESHOLD WOOD DOOR CONCRETE FLOOR SLAB : . ° II NOTES.LL III (SEE FLOOR PLAN) PRE -HUNG WOOD a , (SEE FOUNDATION PLAN) I i m STUCCO RETURN i I 1.VERIFY w/ G.C. IF SOUND DOOR FRAME • ° ' STUCCO FINISH 06 NOTES: INSULATION WILL BE REQUIRED. WOOD DOOR 2. VERIFY HINGE SIDE w/ FLOOR PLAN. SEE DOOR SCHEDULE • �4 TREMCO 250 FL I AP LIED 1.VERIFY w OWNER IF SOUND' ( ) (SEE ELEVATIONS) U / O NOTES. INSULATION WILL BE REQUIRED. WATERPROOFIN R UND Q I A 1.VERIFY w/ G.C. IF SOUND FILLED CELL OR POURED PERIMETER OF Al. L DO R 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. COLUMN BUCKS. MEMBRA E T (SEE STRUCTURALOWG's) EXTEND 12" MIN. RO 2. VERIFY HINGE SIDE w/ FLOOR PLAN. HEADER, JAMBS ND ILL ON BOTH SIDES,TYPI AL. *CAULK A REQUIRED 1Yz„_1,_p,*CAULK ASREQUIRED 1Y*CAULK AS REQUIRED 1y2 DOOR OM4�MM� JAMB D�4Q� Ggyp° 0�4�G�GDD�� G�GD D5�G� 4�po U�C��GD®�G�QMD D�4Q� ,S�pe �4LG00G DOOR ia���aO�D ©�SQ��uDD CMU WALL OVER PRECAST PRE AST LINTEL OR INDICATES SKIM COAT PRECAST LINTEL OR LINTEL OR POURED CONC.— PRECAST LINTEL OR PLASTER w/SMOOTH POURED BEAM � POURED BEAM BEAM, SEE STRUCT. POURED BEAM FINISH (SE STRUCTURAL (SEESTRUCTURAL DWG's) , � (SEE STRUCTURAL DWG'5) STUCCO FINISH DW s) 2X6 P.T. BUCK W/ Y STUCCO FINISH STUCCO FINISH a SEE ELEVATIONS TAPCONS W/ WASHERS 1 (SEE ELEVATIONS) SEE ELEVATIONS STUCCO FINISH EMBED 8' O.C. MAX 2„ DRY ALL SEE O @ SEE ELEVATIONS FROM CORNER ( ) WA L SECTIONS , : g DRYWALL SEE DR TREMCO 2 FLUID DRYWALL SEE TREMCO 250 FLUID APLLIED m • � C 50 LU D APLLIED . ` STUCCO SURROUND � °` _ WALL SECTIONS WATERPROOFIN AROUND WALL SECTIONS WATERPROOFING AROUND 1X6 T. NAILER SEE ELEVATIONS G, z a ( ) PERIMETER OF ALL DOOR PERIMETER OF ALL DOOR g TREMCO 250 FLUID APLLIED BUCKS. MEMBRANE TO ° 3y&° N 1X6 P:T. NAILER BUCKS. MEMBRANE TO " 3%° 1X P.T.CORNER BEAD WATERPROOFING AROUND ; EXTEND 1 I 2 6 NAILER EXTEND 12 MIN. FROM i E D 2 MIN. FROM A CASING Y G.C. PERIMETER OF ALL DOOR CASING BY G.C. HEADER, JAMBS AND SILL ON a BUCKS. MEMBRANE TO HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. DRIP KERF IN " i BOTH SIDES,TYPICAL.Aj aRETURN SIX STANDARD 2" TRACK, HEADER, JAMBS AND OSILL ON CASING BY G.C. JAMB EXTENSION AS NEEDED NEE ED�ENSION AS STUCCO SURROUND `-TORSION SPRING BOTH SIDES,TYPICAL. JAM T. SEE ELEVATIONS) STUCCOPERATED O.H. 1X4 P.T. BUCK W/ Yd' TAPCONS 1X4 P.T. BUCK W/ 1/4" DIA. x 1X4 p T: BUCK W/ 1/4" ( 1-314" EMBED. @ 12" O.C., 6" E.E. I GARAGE DOOR. ' 1Ya" EMBED @ 8" O.C. MAX, 2" STUCCO SURROUND & DIA. x 1-3/4 EMBED. @ WD• MOULD OVER FROM CORNER PROVIDE 2-1/4" MASONRY STUCCO SURROUND & 1 STUCCO SURROUND & RETURN' 12" d.C., 6" E.E. 1X6 SMOOTH (SEE ELEVATIONS) EDGE DISTANCE RETURN STEEL INSULATED IMPACT RETURN IMPACT RATED WINDOW, PROVIDE,2-1/4" CEDAR BD. OVER RATED OVERHEAD DOOR, ( INSTALL PER PRODUCT (SEE ELEVATIONS) MASONRY EDGE 1X PT. FURRING INSTALL PER PRODUCT (SEE ELEVATIONS) DISTANCE APPROVAL APPROVAL IMPACT RATED SLIDING TREMCO 250 FLUID APLLIED 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 x Ya"=V-0" AND SILL ON BOTH SIDES,TYPICAL. 1Y2'=1'-0" *CAULKAS REQUIRED 1Yz =V-0 CAULK AS REQUIRED 11/z°=1'-0 -Tua 0ARASE DOOR HEAD DETML F L 7�rpoc�aL Wo�DoW HEAD DE7QoL C 7YpoCAL FRENCH DOOR HEAD nEuL 1 s MIN. NOTES: .,,g ..- . 1X4 P.T. BUCK W/ 1/4" DIA. x " INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH <�f4" EMBED. @ 12" O:C., 6" E.E. 1X4 P.T. BUCK Wf 1/4" DIA: x 6" MIN. OVERLAP PROVIDE 2-1/ " MASONRY 1X4 P.T. BUCK W/ 1/4" DIA. x 1. CAULKING, SEALANT, ADHESIVE, 2X6 P.T. BUCK W/ Y" TAPCONS W/ WASHERS 1Y" CASING BY G.C. 1 314 EMBED. @ 12 O.C., 6 E.E. CASING BY G.C: EDGE DISTAN E a a CASING BY, G.C. 1-314 EMBED. @ 12 O.C:, 6 E.E. OR GASKET SEALS WINDOW EMBED 8" O.C. MAX 2" FROM CORNER PROVIDE 2-1/4" MASONRY R VI P O DE 2 1/4 MASONRY O FRAMING AND WALL JOINTS TO i 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED EDGE DISTANCE 1X6 P.T. NAILER FORM AIR BARRIER. - 2" RECESS IN CONCRETE 1X6 P.T. NAILER EDGE DISTANCE DRYWALL SEE IMPACT RATED SLIDING DRYWALL SEE JAMB EXTENSION AS NEEDED DRYWALL SEE 2. THESE PRINCIPLES ARE ALSO WALL SECTIONS DOOR INSTALL PER WALL SECTIONS JAMB EXTENSION AS NEEDED MOISTU BARRIER APPLICABLE TO DOOR PRODUCT APPROVAL WALL SECTIONS INTERIOR SILL BY G.C. TEELIN ULATEDIMPACT RATED FI S S WEATHERPROO NG -0VERLAPP O DIRECT u _ IMPACT RATED FRENCH MOISTURE AWA OM ._. OVERHEAD DOOR, ° N INSTALL PER PRODUCT APPROVAL ° \ IMPACT RATED WINDOW; ; a ` 0 STRUCTURE/ FRAMI N PRODUCT APPROVAL DOOR INSTALL PER INSTALL PER PRODUCT APPROVAL 12" NI ° M' ° WD. MOULD OVER 1X6 SMOOTH CEDAR M] MU ' • °a ° •a • • ;. v° ° 12" MINIMUM' BD. OVER 1X PT. FURRING 12" NIM UM' 6 IN. - - STONE OR BRICK STONE OR BRICK EXTERIOR STUCCO SILL HEAD CASING/ ° �— TREMCO 250 FLUID APLLIED „ THRESHOLD TRIM THRESHOLD WATERPROOFING AROUND PERIMETER OF TREMCO 250 FLUID APLLIED ALL DOOR BUCKS. MEMBRANE TO EXTEND STUCCO SURROUND & STUCCO 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. MEM RANE TO STUCCO FINISH STUCCO RETURN STUCCO FINISH STUCCO FINISH EXTEND 12" IN. FROM SEE ELEVATIONS (SEE ELEVATIONS) SEE ELEVATIONS TREMCO O FLUID APLLIED TREMCO 250 FLUID APLLIED (SEE ELEVATIONS) ( } ( } WATERPROOFING AROUND (SEE ELEVATIONS) WATERPROOFING AROUND FOLDED OR WINDOW UNIT HEADER, JAM SAND SILL ON CORNER BEAD PERIMETER OF ALL DOOR.. SOLDERED FILLED CELL OR POURED BOTH SIDES,TYPICAL. FILLED CELL OR POURED PERIMETER OF ALL DOOR SILL FLASHING FILLED CELL OR POURED STUCCO SURROUND FILLED CELL OR POURED BUCKS. MEMBRANE TO COLUMN COLUMN (SEE ELEVATIONS) COLUMN EXTEND 12" MIN. FROM COLUMN BUCKS. MEMBRANE TO (SEE STRUCTURAL DWG's) STUCCO SURROUND & SEE STRUCTURAL DWG'" SEE STRUCTURAL DWG's (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM JAMB CASING/TRIM RETURN ( s) ( ) HEADER, JAMBS AND SILL ON HEADER, JAMBS AND SILL ON SILL (SLOPED TOP) BOTH SIDES,TYPICAL BOTH SIDES,TYPICAL. OVERHANGS , (SEE ELEVATIONS)', APRON +/- V *CAULK AS REQUIRED 1Y2'=1'-0" *CAULK AS REQUIRED 1Y2'=1'-0" *CAULK AS REQUIRED IY2' -0" *CAULK AS REQUIRED 1Yz°-1'-0" o JAMB A p d o JAMB A o A JAMB A T SL�DW3 QL ASS DOOR JJAMM B DD E7ML p �QG3QC�C� DOOR JJQfMlCo3 DL4Q�� �{ i7�p0�Q� M%n DMDOOMn9 dQ�MC3 D��Q�L� G� T�7p�C�Q[� G�G�L��1C�C� DOOR JAMB DC��Q�� o 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DEIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY THE 2017jFBC-BUILDING AND ALL APPLICABLE - \ - CODES. . ^ SLIDING GLASS STUCCO' _- DOOR JAMB EXTENSION DOOR SILL RISER MOULD & 1X6 SMOOTH EXTENSION JAMB 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS' REQUIRED WITH WINDOW & ALUMINUM „ AS NEEDED CEDAR BD. DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. SLIDING GLASS DOOR SEE MFG. SPE s 1 (SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR AS i� IMPACT RATED WINDOW, STUCCO IMPACT RATED STUCCO SURROUND INSTALL PER PRODUCT 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY TO FINI H OUT FLUSH' APPROVAL EXTENSION JAMB ALUM. FRENCH DOOR GAIN. ATTACHMENT PER w(SLIDING GLASS DOOR SILL BEYOND " & ALUM. THRESHOLD, RISER (SEE ELEVATIONS) INSTALL PER MFG. SPEC's STUCCO SILL 1X4 P.T. BUCK W/ 1/4" DIA. 4. ALL WINDOWS &EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN EXTERIOR FLOOR I � SE ELEVATI N x 1-3/4" EMBED: 12" O.C. PRODUCT APPROVAL. STUCCO RETRUN ( E O S) @ COEFFICIENT (SHGC) AND U FACTOR VALUES AS INDICATED IN THE ENERGY � ' I „ TREMCO' 250 FLUID APLLIED FINISH CONCRETE FLOOR S AB 6 E.E. „ WATERPROOFING MEMBRANE ABS CALCULATIONS. SEE FLOOR PLAN SLOPE s PROVIDE 2-1/4 MASONRY ( ) I (SEE STRUCTURAL D G s) DRIVE Y P 1X P.T. BUCK W/ /a WA AVERS E � AROUND PERIMETER OF ALL DOOR EDGE DISTANCE „ (VERIFY w/ G.C.) TAPCONS 1Yz EMBED 5: G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED SLOPE BUCKS MEMBRANE TO EXTEND Q a° „ "MAX2 2 PLLIED „ O.0 M TREMCO 250 FLUID A , WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE z SILL &APRON BY G.C. 12 MIN. FROM HEADER JAMBS FROM CORNERS. " WATERPROOFING AROUND ARCHITECT. � AND SILLON BOTH SIDES TYPICAL; . PERIMETER OF ALL p z v - T v & ° BUCKS. MEMBRANE O FINISHED FLOOR BY AND NUMBERS. . , 6. SEE FLOOR PLANS FOR WINDOW &DOOR LOCATIONS E END 12 MIN. FROM ° STONE OR BRICK PAVERS m C . OWNER HEADER, JAMBS AND SILL ON 1X6 P.T.NAILER RISERS & THRESHOLD TYP. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING ( } BOTH SIDES,TYPICAL. MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW ` i • -< • ° INDICATES CONCRETE SLABe • ° DRYWALL SEE WALL SEE STRUCTURAL DWG s OR DOOR DESIGN TO MEET CODE FOR WIND LOADS &WATER INTRUSION. ( } j' SECTIONS. a "RECESS CONCRETE . ..a a :.. /a STUCCO FINISH w • • SLAB TYP; B. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS STEEL INSULATED IMPACT w z (SEE ELEVATIONS) w ¢ • MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. RATED OVERHEAD DOOR; POURED CONCRETE SILL „ CONCRETE FLOOR INSTALL PER PRODUCT a +• 1 RECESS @'DOOR (SEE STRUCTURAL DWG's) '3Yz« '•4Y2 THRESHOLD 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE SLAB APPROVAL WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR - 8„ MAXIMUM PRIVACY: *CAULKASREQUIRED 1Y„_1,_0„ *CAULK — - „� ,- 2 CAU AS REQUIRED 1Y2 1 0 *CAULK REQUIRED 1Yz 1 0 *CAULK AS REQUIRED 1Y ,-1 -0 0 D0 o D00 0 D D00 D e d d v A' o' G�`ii'C�G300G3 �0[�D0�9 � DOOR OC=��G3Q� f�05�L� � �L�Ob��IC��L�Q�� D003 ���� DC��Ga�� � C�LaG�IaCC� DOOR �D��Dl��'Q�J, � ��u�a� �o�Do� �o�����Qu� C� 5��la�C�Q� G�G3ENCaD � SADDLE D D � d CC��G3 �QDDI�C� DC�4A�VI��1IEp FOR _ L Q COMPLIANCE 31. LUCIE COUNTY er \Uss\Percy\OneDnve Stofft Cooney Architects, Inc\0 AVALON\AVALON BEACH Lot 25\Sheet Files\AVALON_A502 - WD Detalls.dwg, 4/26/2019 5:37:03 PM, ._ BOCC 1ISIONS BY IRATE ITY COMMENTS PM 04.26.19 O will r�. 3: Fw I a Y I a Job No. MAY 0 7 2019 ALL IDEAS. DESIGNS ARRANGEMENTS. & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOIf JED S DEY.LOPEO FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS DESI NS ARRANGEMENTS OR PLANS SHALL BE USED BY OR O SCLOSED TO ANY PERSON, FIRM i OR CORPORATION FOR�`NY PURPOSE WHATSOEVERIT WITHOUT THE WRITTEN PERFqIISSION OF RANDALL E. STOFFT ARCHTECTS, PA ER DIMENSIONS ON THESE DRAWINGS SHALL HAVE PREDEDENCEOVERSCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CON611TIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF Al1ply VARIATIONS FROM THE DIMENSIONS AND CONgITIONSSHOWN BY THESEDRAWINGS. 9HOPOETAILS - OFAPEpUATESCALEMUSI SUBMiTTEDTO THIS IFFICS'. - FORAPPROVALBEFOREPROCEEDINGWITHFABRICATION ON MEMS SO NOTED 0201& ALL RIGHTS RESERVED RANOALL STOFFT ARCHITECTS P.A TYPICAL OUTRIGGER DETA 3"=V-0" ^,\Users\Percy\OneDrive - Stofft Cooney Architects, Inc\0 - AVALON\AVALON BEACH - Lot 25\Sheet Files\AYALON_A601 - Wall Sections.dwg, 4/29/2019 10:16:22 AM, IL 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 SEE STRUCTURAL DWG's FOR ALL UPLIFT & LATERAL STRUCTURAL DETAILS HURRICANE STRAPPING (SEE STRUCTURAL DWG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) / TOP OF BEAM (T.O.B.) VARIES, SEE ELEVATIONS ------------ PAINTED GALVANIZED DRIP EDGE FLASHING OVER P.T. 1x2 OVER P.T. 2 x 6 FASCIA BOARD MIN. 1/4" DRIP 6" WIDE x 6" DEEP FOAM OUTRIGGER V-4- (SEE DETAIL #3/ TYP. OVERHANG SHEET A501) HI -RIB METAL LATHE & - STUCCO NON -VENTED SOFFIT 5/ 8" SMOOTH STUCCO OR STUCCO SIDING FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS / 0) TOM ui -SUCRASEAL (OR APPROVED EQUAL) M SPRAY FOAM INSULATION SYSTEM APPLIED PER Q MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. W (SEE INSULATION NOTES, THIS SHEET) '^ wCCI G -WOOD ROOF TRUSSES @ 24" O.C., MAX. W (SEE TRUSS LAYOUT & a ENGINEERING) --tx4 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" STANDING SEAM METAL ROOF ATTACHED PER LATEST FLORIDA SEE STRUCTURAL NOA OR PRODUCT APPROVAL DWG's FOR ALL OVER 30# BUILDING FELT, STRUCTURAL DETAILS TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF 12 SHEATHING T UPLIFT & LATERAL HURRICANE STRAP NG /! (SEE STRUCTURAL WG'S) \ 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL 6WG's) TOP OF BOND BEAM 12'-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 — P.OVERHAN 3 HI -RIB METAL LATHE & A�1 STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER SEE REFLECTED CEILING (SEE DETAIL #3/ E PLANS FOR ALL CEILING SHEETA501) - DETAILS 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. 5/ 8" SMOOTH STUCCO —� (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) _ 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 11 FINISH FLOOR V @ EL +0'-0" A.F.F. Do Z SEE STRUCTURAL DWG's FOR ALL 04 STRUCTURAL DETAILS — MONOLITHIC FOOTING (SEE FOUNDATION PLAN) SEE STRUCTURAL DWG's 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) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) 1-STORY WALL SECTION 3/4"=1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC C REVISIONS BN DATE COUNTY COMMENTS PM 04.26. 19 H � Q W U ci � W U 1 Ln Ol I� � v J Job No. 1804037D jj L IMAY 0 7 290 ALL IDEAS. DESIGNS. ARRANGEMENTS. & PLANS INDICATED OR REPRESENTED BY THIS ORAVANG ARE ONMED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION NTH 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 SHDNPI 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 RIGHTT S RESERVED CHITEC Ts P A 1 1:60 STANDING SEAM METAL ROOF SEE STRUCTURAL ATTACHED PER LATEST FLORIDA STANDING SEAM METAL ROOF ATTACHED PER LATEST FLORIDA SEE STRUCTURAL NOA OR PRODUCT APPROVAL DWG's FOR ALL NOA OR PRODUCT APPROVAL DWG's FOR ALL OVER 30# BUILDING FELT, STRUCTURAL DETAILS OVER 30# BUILDING FELT, STRUCTURAL DETAILS TIN -TAGGED TO APA 40/20, 19/32" 12 TIN -TAGGED TO APA 40/20, 19/32" 12 EXPOSURE 1 PLYWOOD ROOF EXPOSURE 1 PLYWOOD ROOF SHEATHI NG 7 � SHEATHING, 7 SUCRASEAL (OR APPROVED EQUAL) UPLIFT & LATERAL SPRAY FOAM INSULATION SYSTEM APPLIED PER UPLIFT & LATERAL HURRICANE STRAP NG MANUFACTURER PEC's TO ACHIEVE A MIN. HURRICANE STRAP NG ✓f (SEE STRUCTURAL WG's) R-20 VALUE F R A COMPLETELY SEALED (SEE STRUCTURAL WG's) i % MOISTURE & IR BARRIER. T THIS SHEET) \ (SEE INSULA ION NOTES, ) 1 OR 2 COURSES OF 1 OR 2 COURSES 0 BOND BEAM / BOND BEAM (SEE STRUCTURAL 6WG's) ' (SEE STRUCTURAL 6WG's) '1`, TOP OF BOND BEAM` --------------.__----_ - TOP OF BOND BEAM 23'-0^ A.F.F. PAINTED GALVANIZED c •+, WOOD ROOF TRUSSES @ DRIP EDGE FLASHIN OVER 24" O.C.; MAX P.T. 1x2 OVER P.T. (SEE TRUSS LAYOUT & 2 x 6 FASCIA BOAR ENGINEERING) 1x4 WOOD W TRU S �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) --------- 1 - - 23'-0"A.F.F. PAINTED GALVANIZED i WOOD ROOF TRUSSES @ � DRIP EDGE FLASHIN OVER 24" O.C.; MAX. P.T. 1x2 OVER P.T. (SEE TRUSS LAYOUT & 2 x 6 FASCIA BOAR ENGINEERING)' lx4 WOOD RATRUNS SEE STRUC URA .DWG's MIN. 1/4" DRIP ( ) „ °(SEE STRUCTURAL DWG's) ' 4„ 1/2" GYP, BD. CEILING w/ 1 YP. O ER 4" 2 TEXTURED FINISH HI -RIB METAL LATHE & A501 ATTACHED T UN ERSfDE STUCCO NON -VENTED OF ROOF TR SSE (SEE INTERI R WALL & CEILING SOFFIT FINISH NOTES, THIS SHEET) ; I MIN.1l4 DRIP 1'-4" 112" GYP. BD. CEILING wl YP. OVERHAN TEXTURED FINISH 2 ATTACHED TO UNDERSIDE HI -RIB METAL LATHE & A501OF STUCCO NON -VENTED (SEEE INTERIOR TRUSSES (SEE WALL &CEILING SOFFIT FINISH NOTES, THIS SHEET) 34 " WIDE x 6" DEEP 6 FOAM OUTRIGGER O ELECTED CEILING SEE RE P.T.1x3W O PLANS FOR ALL CEILING FIRESTOP CONTINUOUS C N (SEE DETAIL #3/ DETAILS 1/2" GYP. WALL BD. j SHEETA501) w/ TEXTURED FINISH (SEE INTERIC R WALL & CEILING SMOOTH STUCCO SIDING FINISH NOTES, THIS It SHEET) - SEE REFLECTED CEILING 6" WIDE x 6' DEEP PLANS FOR ALL CEILING P.T. 1x3 WOOD CONTINUOUS FOAM OUTRIGGER DETAILS FIRESTOP (SEE DETAIL #3! 1/2" GYP. WALL BD. SHEET A501) w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOO FU RING (FRONT ONLY) ® P.T. 1x2 WOOD FURRING @ 24" OIC , .I I FINISH ON 8" CMU OR MASONRY @ 24" O/C 5/8" SMOOTH STUCCO (SEE ELEVATIONS & MIN. R4.1 FOIL WALL INSULATION, FINISH ON 8" CMU OR MASONRY MIN. R4.1 FOIL WALL INSULATION, STRUCTURAL DWG's) (VERIFY w/ ENERGY CALCULATIONS) (SEE ELEVATIONS & (VERIFY w/ ENERGY CALCULATIONS) « (SEE INSULA ION NOTES, THIS SHEET) STRUCTURAL DWG's) SMOOTH STUCCO BANDING (SEE INSULATION NOTES, THIS SHEET) (FRONT ONLY, SEE ELEVATIONS) - WOOD FLOOR TRUSSES @ 24" O.C., MAX. WOOD FLOOR TRUSSES @ 24" D.C., MAX. DESIGNED B REGISTERED FLORIDA ENGINEER DESIGNED BY REGISTERED FLORIDA ENGINEER (SEE FLOOR RAMING PLAN) (SEE FLOOR FRAMING PLAN) HURRICANE ANCHOR (SEE STRUCTURAL DWG's) 3/4" EXP 1 STRUCTURAL 1 HURRICANE ANCHOR PLYWOOD S EATHING, ATTACH w/ (SEE STRUCTURAL DWG's) PLYWOOD EXP 1 STRUCTURAL 1 PLYWOOD. SHEATHING, ATTACH wl GLUE & 10D RING SHANK NAILS @ 4" O.C. @ PANEL EDGES AND 6" O.C. IN THE FIELD GLUE & 10D RING SHANK NAILS @ 4" O.C. INTERMEDIATE TIE BEAM @ PANEL EDGES AND 6"A:C. IN THE FIELD INTERMEDIATE TIE BEAM (SEE STRUCTURAL DWG's) id(SEE STRUCTURAL DWG's) 2x4 BLOCKIN @ ALL AMS 2x4 BLOCKING @ALL PLYWOOD SEAMS .. ,_ n 2nd FLOOR (T.O.S.) ------"------------ 2nd FLOOR ----------------------------------------------- PLYWOOD S @ EL. +13,_O,: A.F.F. , ,..`:, - -_! - - ------------- ------ - _ ...-.,.-- @ EL. +13'-0" A.F.F. 2x BLOCKING BETWEEN TRUSSES, 2x BLOCKING BETWEEN TRUSSES, ` (SEE STRUCTURAL DWG's km (SEE STRUCTURAL DWG's) I TOP OF BOND BEAM ----- ----------.------ ----- --- ----- 'TOPL.OF BONDBEAM @ EL. +11:_0,:.F A.F. @ E+11'_0" A.F,F. 1/2" GYP. BD. CEILING w/ ' PERPENDICULAR & PARALLEL TEXTURED FINISH 1/2" GYP. BD. CEILING w/ CONNECTION DETAILS CONNECTION DETAILS TO FLOOR TRUSSES ATTACHED TO UNDERSIDE PERPENDICULAR &PARALLEL TEXTURED FINISH (SEE STRUCTURAL DWG's) OF ROOF TRUSSES TO FLOOR TRUSSES ATTACHED TO UNDERSIDE (SEE INTERIOR WALL &CEILING (SEE STRUCTURAL DWG's) OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOT S, THIS SHEET) FINISH NOTES, THIS SHEET : ) P.T. 1x3 WO D CONTINUOUS ' P.T, 1x3 WOOD CONTINUOUS FIRESTOP I I i - FI RESTOP 1/2" GYP. W LL BID. 1/2" GYP. WALL BD. wl TEXTURE FINISH w/ TEXTURED FINISH (SEE INTERI R WALL & CEILING FINISH NOTES, THIS SHEET) (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C P.T.,1x2 WOOD FURRING - @ 24" O/C 5/8" SMOOTH STUCCO MIN. R4.1 FOIL WL INSULATION, 5/8" LIGHT TEXTURED STUCCO FINISH ON 8" CMU OR MASONRY (VERIFY w/ ENERGY CALCULATIONS) RIGHT LEFT &REAR ONL MIN: R4.1 FOIL WALL INSULATION, ( �') VERIFY w/ ENERGY CALCULATIONS I ( ) NATIONS & (SEE INSU TION! NOTES THIS SHEET SEE ELEVATIONS S LPI , ( ( ) FINISH ON 8 CMU OR MASONRY SEE INSULATION NOTES THIS SHEET STRUCTURAL DWG's) (SEE ELEVATIONS & II I, STRUCTURAL DWG's) - I I - I 1-1/2" SLAB RECESS 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE GRADE SLOPED AWAY SLAB ON G DE FROM STRUCTURE 4" CONCRETE FLOOR 4" CC EFL OR SEE STRU TU L DWG's) SLAB ON GRADE ( ) (SEE STRUCTURAL DWG's) FINISH FLOOR - - - - - - - - - - - - ,.A.., , FINISH FLOOR -- -------- @ EL. +0,-0,,. A.F.F. I , '° ;. ° ° @ EL. +0,_0„ A.F,F. . 00 _.. 6 MIL VAPOR BAF RIER OVER III — 6 MIL VAPOR BARRIER OVER -_III 11 I. = TERMITE T EAT DWELL TERMITE TREATED WELL GO PACTED CLEAN FILL -1 COMPACTED CLEAN FILL SEESEE STRUCTURAL — ,L - —III SEE STRU TU L DWGs ti -1 I_ S FOR ALL - ( ) SEE STRUCTURAL _ DWG's FOR ALL (SEE STRUCTURAL DWG's) STRUCTURAL DETAILS - STRUCTURAL DETAILS THIS WALL SECTION =III f PERTAINS TO MONOLITHIC FOOTING FRONT ELEVATION ONLY (SEE FOUNDATION PLAN) SEE STRUCTURAL MONOLITHIC FOOTING DWG' (SEE FOUNDATION PLAN) SEE STRUCTURAL 18040:3 7 D Ay07Mfg aAeDAu STOFFT ARCHITECTS PA. S 2-STOR"'T� WALL SECTIO DWG STORY WALL SECTION.._ 5 l 2 2 1:_0: REVIEWED FOR CODE COMPLANCE ST. LUCI EC CO UNTY NTY ' I BOCC BEACH Lot 25 Sheet Files AVAILON A601 - Wall Sections.dw , 4/29/2019 10:16:52 AM, OneDnve Stofft Cooney Architects; Inc\0 AVALON\AVALON \ \ _ 9 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR 24" MAX. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH WATERPROOFING MEMBRANE MUST INSTALLATION DETAILS. APPLICABLE LOCAL CODES, RULES AND ORDINANCES. EXTEND MIN 3" BEYOND THRESHOLDS WALL ( SEE 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE FLOOR PLANS) GUY GRAY SPACE SAVER WITH 4" OF THERMAL EXPANSION TANK OR APPROVED DEVICE. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE DEEP BOX FOR METAL STUD WALL 3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & HIMSELF WITH ALL EXISTING CONDITIONS, I PAN DRAIN REQUIREMENTS. TEMP'D GLASS 1J2" DUROCK 3. ALL MATERIALS SHALL BE NEW. ENCLOSURE B ARD HOT WATER 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST 1/8" MASTIC WATER HAMMER ARRESTOR COLD WATER SUPPLY, SUPPLY 1/2" DRYWALL EA. SIDE **SEE NOTE** LL PROVIDE KNOCKDOWN FINISH CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL INTERIOR PAINTED DRYWALL SURFACES V EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A FINISH TILE I S B WATTS BRVT W A T PART OF THIS CONTRACT. HIN & CW HOSE CONNECTIONS P R S S PRESSURE PRESSURE E OR MARBLE CAP WNACUUM BREAKERS --------- RELIEF VALVE RELIEF R L' E F WOOD STUD FRAMING @ 24" O.C. MAX. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR (WATTS OR EQUAL) PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF lu_ HEAT SH SHOWER TILE THE WORK. RE PRESSURE TRAPS PRESSURE P.T. 2x4 SILL PLATE "N L P TO SLOPE TO SLOPE To SUBSTRATE RELIEF DRAIN RELIEF DRAIN LI WITH 20 AIR GAP HOT WATER WITH 2. Al 6, PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION 7_ 4'/ FT. 6RAIN Y /FT, D IN FT y (;EE RETURN AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS FLOOR PLANS) PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES, 4 1/2" HW & CW PIPING CHECK C C T&P TO GROUD V LV VALVE 1/2" GYP ED. OR CEMENT BOARD (SEE PLAN) WITH 2" AIR GAP -2x4 WOOD STUD @ 24" O.C. MAX. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, FINISHED WALL RELIEF VALVE � GYP BID. OR CEMENT BOARD (SEE PLAN) PIPING, EQUIPMENT, ETC. 2" DIA. WASTE -1/2" 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH 1/2" DUROCK NOTE: FINISHED FLOOR H. NOTE: **USE WATER RESISTENT GREEN BID. FOR ALL PAINTED, NON -TILED WALLS NOT IN THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT BOARD FLANGED DRAIN FOR 2"AIR GAP S.O.V. DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER PRIOR TO BEGINNING CONSTRUCTION. WATERTIGHT JOINT BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT wl WATER, SUCH AS 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES (2) 2X4 P.T. CURB WITH FLOOR NOT TO SCALE SHOWERS &TUB SURROUNDS** 1 112"=V-0" PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. NOT TO SCALE 10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE "L" COPPER. 3"OWER DETAIL V WASHHO MACHINE CONNECTION DETAIL 13 WATER HEATER DETAIL 8 TYPICAL INTERIOR [RARMION WALL 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT - 20 ga. METAL FRAMING @ 16" BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. O.C. MAX. OR AMRSTRONG DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND DRYWALL GRID SYSTEM APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL 2014 F.B.C. RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1 (SUSPENDED FROM CONTRACTOR PRIOR TO INSTALLATION. STRUCTURE 4'O.C. MAX.) BAR 7__ WALL LOCATION SINK SINK TUB LAV. SHWR. W.C. BIDET W.M. D.W. 13. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP PRACTICE. C - - U. R E T CD MASTER BATH 2 2 2 3 AS PER CODE AND WITH GOOD ENGINEERING BATH 1 2 3 J BEAD DRAWINGS FOR INTERIOR METAL IN PIPING AND 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILARVERTICAL DE AILS. PAN WALL PAN WALL SIDE KITCHEN 1 2 EQUIPMENT CONNECTIONS; EXCEPT AT WATER HEATER AS PER CODE. NAILED To A FLASHING NAILED TO 2 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. , 1'. WALL WITH 30', 1 30. UTILITY 1 1/2" DRYWALL (USE MOLD RESISTANT LED RETURN. z Z DRYWALL ON ALL EXTERIOR 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED 5/8'STUCCO BATH 2 1 2 3 w:s EXTERIOR PERIMETER WALLS) ON P.T. 1X2 WD. 4 BAT 2 2 3 FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND Z 1 i LL CL w FURRING @ 24" O,C. MAX. WITH �R -4.1 SIDE WALUFLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS Of z FOIL INSULATION (MINIMUM) @ ONE OR FLOORS AS PART OFT HE PLUMBER'S WORK. 0 SIDE OF WALL ONLY -near TOTAL COUNT 2 2 6 12 2 2 uj W 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE EXTEND J_ LL w CMU WALL OR CAST IN FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1 ) YEAR FROM DATE OF ELASTOFLEX j r PLACE CONCRETE ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT WALL SAP UP WA TOTAL df u. VALUE 34 dfu.'s (SEE STRUCTURAL DWG's) ADDITIONAL CHARGE WITHIN 72 HRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT BEHIND OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. COUNTER -FLASHING 5/8" GYP. BID. FASTENED 6" O.CPERIMETER & 8"O.C. 18. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR MIN, 4". BALANCE NOTE: ACCESS PANEL FOR ALL WALL CLEANOUTS. **USE WATER RESISTENT GREEN BID. FOR ALL PAINTED, NON -TILED WALLS NOT IN 19. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOM$ OR IN CEILING DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT SPACES WHERE USED AS RETURN AIR PLENUMS. BACKER BID. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT wl WATER, SUCH 1 1/2"=V-0" AS SHOWERS & TUB SURROLJNDS** 1 1/2" i =11-011 20. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR 1 112"=V-0" ROOF AHU'T.TNO CMU WALL �l a [DRAINAGE MKTURE M7 CALCULATIONS COLINQ IDE7AIL 7 7-YNCA L EX7EMOR CMU WALL 3 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 1 HR RATED ASSEMBLY ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. 'o, 1/2" GYP BD. TYPE'X'OR SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. CEMENT BOARD ( )SEE PLAN SCHEDULE40 PROVIDE TEST TEE WITH CMU OR CAST IN PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SCREWED COUNTER- PLACE WALL SHUT-OFF. MIN 0 0 SUNK ABS PLASTIC PLUG: METAL JOIST TRACK 22. WATER PIPING INSULATION SHALL BE T' THICK ARMAFLEX INSTALLED IN ACCORDANCE 0 TAPERED -THREAD WITH TFE JOINT COMPOUND. WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. COLUMN OR PARTITION AS F9 23. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING &ALL COLD WATER /;z 1!� 1 SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE FASTENERESCONCRETE AS CMU WALL OR CAST IN 4 INTERIOR PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION. .1 21"Z. WITHIN 4" OF WALL REQUIRED—-, PLACE CONCRETE STRUCTURAL SPACE WHERE CLEANOUT TEE IS SURFACE. PROVIDE PIPE (SEE 24, STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT MIN. CONCEALED IN A CHASE OR EXTENSION IF REQUIRED. DWG's) PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. PARTITION, PROVIDE A ROUND 18 INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. GAUGE STAINLESS STEEL COVER < q INTERIOR a 1/2" DRYWALL (USE MOLD RESISTANT WITH BEVELED EDGES AND DRYWALL ON ALL EXTERIOR PERIMETER SPACE 25. 1" WATER METER HOOK UP. FLATHEAD MACHINE SCREW. WALLS) ON P.T. 1 X2 WD. FURRING@ 24" O.C. MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) 26.1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE @ ONE SIDE OF WALL ONLY VERSUS NUMBER OF BATHROOM FIXTURES. 2017 FLORIDA BUILDING CODE -RESIDENTIAL CONCRETE 27. WATER HEATERS TO FULLY COMPLY WITH 2014 F.B.C. RESIDENTIAL, SECTION P2801 - FLOOR SLAB ,WATER HEATERS'& PLUMBING CODE SECTION P504,'SAFETY DEVICES'. NOTE: PER SECTION P2705 INSTALLATION, ITEM #5: 28. WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF A THE CENTERLINE OF WATER CLOSETS OR BIDETS SHALL NOT BE NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY CLIP ANGLE, NO LESS THAN METAL METAL JOIST JOIST DEPTH MINUS 1/2" (ATTACH CLIP THERMAL EXPANSION TANK OR OTHER APPROVED DEVICE BY THE PLUMBING CODE AND/ LESS THAN 15 INCHES FROM ADJACENT WALLS OR PARTITIONS OR WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: & TRACK TO CONCRETE w/ EXP., NOTE: OR BUILDING OFFICIAL. NOT LESS THAN 15 INCHES FROM THE CENTERLINE OF A BIDET TO 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 29. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED THE OUTERMOST RIM OF AN ADJACENT WATER CLOSET THERE CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER STEEL (OR EQUAL CORROSIVE RESISTANT METAL) WITH A MINIMUM THICKNESS OF 24 SHALL BE AT LEAST 21 INCHES CLEAR IN FRONT OF THE WATER NOTE: BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS GAUGE. PAN SHALL NOT BE LESS THAN 1.5" DEEP AND SHALL BE OF SUFFICIENT SIZE & CLOSET, BIDET OR LAVATORY TO ANY WALL, FIXTURE OR DOOR. 3/8"=V0" NOT TO SCALE PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED SHOWERS & TUB SURROUNDS** 1 1/2"=V-0" SHAPE TO RECEIVE ALL DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. TYPICAL FLUMMKO FIKTURE CLEARANCE WALL CLEAR OUT IDIETAIL 11 CEOLIM JOIST ATTACHEMENT DETAIL 6 TYPICAL INTERIOR CMU WALL 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. P.T. lx3 FURRING NAILER CMU WALL OR CAST IN PLACE 30. PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER. i ROOF TRUSSES OR CEILING FRAMING CONCRETE (SEE STRUCTURAL DWG's) INSTALL PER CURRENT STATE & LOCAL BUILDING CODES. VENT W/ (SEE PLAN) EXTERIOR STUCCO 31. ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. PERFORATED ----- 3" ABOVE TOP OF PRIMARY FINISH FOIL WALL INSULATION CAP C.O.PLUG DRAIN PAN (SEE ELEVATIONS) A- (SEE TYPICAL WALL SECTIONS) 32. PER 2014 F.B.C. RESIDENTIAL SECTION P2708.3'SHOWER CONTROL VALVES', INDIVIDUAL (SCREWED) A.H.U. SHOWER & TUB/ SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED, THERMOSTATIC -MIXING OR COMBINATION TEE 1/2" GYP. BD. FINISH PRESSURE -BALANCE/ THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN UNION WEATHER STRIPPING (SEE WALL TYPE & FLOOR PLANS) ACCORDANCE WITH AS8E 1016 OR CSA B125. THE HIGH LIMIT STOP SHALL BE SET TO LIMIT AROUND OPENING WATER TEMPERATURE TO A MAX. OF 120°F (49-C). TSP +1" CONNECTION ELBOW TSP +V IT` IN.) WOOD CASING x WOOD STUD FRAMING A. SLOPE DRAIN LINE TO CONDENSATE MIN.'CDX'PLYWOOD PANEL (SEE WALL TYPE & FLOOR PLANS)1/2" 1/2 GYP. BID. FINISH: RECEPTOR (MIN. 1/8" PER FOOT) (SEE WALL TYPE & B. DRAIN LINE SHALL BE COPPER TYPE "L" AND INSULATED. 1/2" MIN. TYPE'X'GYP. BID. SCREWED TO FLOOR PLANS) C. TSP = FAN TOTAL STATIC PLYWOOD PANEL PRESSURE. 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. GYP. BID. CEILING NOT TO SCALE 1 REVIEWED COO N[DENSA7E F-TRAP DETAIL g 7MCAL ATTIC ACCESS [DETAIL STUD WALL TO CONCRETE WALL [3E-AQ-DE COMCPLIA NOTES BY I DATE I I ��W W Q �Q TWO O 0 u 4-a 46 z Lf) 0 IL4 104 ;T4 0 r >! augmallm z MWAE 149m 7. Job No. 1804037D 7 22"Id 0011105 FIRM-AAOU. BOCC ELECTRICAL NOTES GENERAL: FD(TURES: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL I) 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 TORE SELECTED & LOCATED BY CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. OWNER/ARCHITECTANTERIOR 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 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 210.62. 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 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 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. m �y = O 200 AMP METER/ MAIN 200 AMP PANEL 'A' UNDERGROUND 2/0 THHN w/#6 GROUND TO FP&L TIE-IN LOCATION #4 GROUND TO 8'-0"x 5/8" DIA. GROUND ROD & COLD WATER PIPE & 20'-0" FOUNDATION STEEL ELECTRICAL RISER DIAGRAM NOT TO SCALE j A 200 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.L.O. SERVICE: 1201240/1 PH I A.I.C. 22,000 KW -# DESCRIPTION OF CIRCUIT gRKR BRKR` DESCRIPTION OF. CIRCUIT # KW 10.0 #6 AHU 1 60A 1 E3 2 4 40A ':. CU 1 CU 2 RANGE #8 #8 #8 5.0 10.0 #6 AHU 2 60A 5 7 6 8 40A" 44 #10 HOT WATER HEATER 25A 9 11 10 12 50A 2.5 #10 CLOTHES DRYER 30A 13 14 20A CLOTHES WASHER DISHWASHERS #12 #12 1.5 1.2 15 16 20A 1.5 #12 .REFRIGERATOR 20A 17 18 20A MICROWAVE #12 1.5: 1.5 12 SMALL APPLIANCE 20A 19 20 20A 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 1 #121 GARAGE DOOR OPENER 20A 27 28 20A I RANGE HOOD GENERAL LIGHTING : GENERAL LIGHTING #12 #14 #14 1.5 1.5 #12 UTILITY ROOM FREEZER 20A 29 30 15A * 1#141 GENERAL LIGHTING 15A 31 32 15A * #14 GENERAL LIGHTING 15A 33 34 15A GENERAL LIGHTING #14 * * #14 GENERAL LIGHTING 15A 35 36 2 AA POOL I IGHTS (OPT) #12 .3 ' 1.8 912 IRRIGATION PUMP (OPT). 20A 37 36 20A POOL EQUIPMENT (OPT) #12 2.5 1.8 #12 IRRIGATION PUMP (OPT) 20A 39 40 r27A POOL EQUIPMENT (OPT) #12 2.5 SPARE 41 42 SPARE 40.9. ,... SUB -TOTAL (1-41) -.. PANEL SUB -TOTAL (2.42) 22.0 * GENERAL LIGHTING1 2625.0 ISQUARE FEET @ 0.003 KW/SF 7.9 TOTAL PANEL KW = (SUBTOTAL 1-41 + SUBTOTAL 2-42 + GENERAL, LIGHTING) 1.120.01 70.8 AIR CONDITIONING '@65% 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. STANDARD ELECTRICAL LEGEND SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR O ',: : RECESSED LIGHT FIXTURE PULL CORD FIXTURE Vp O '..., VAPOR PROOF REC'D FIXTURE REC'D ADJUST. FUTURE Or LANDSCAPE UP EXF 13 EXHAUST FAN LIGHT CEILING MOUNTED FIXTURE CEILING MOUNTED JUNCTION BOX � T PENDANT FIXTURE WALL MOUNTED FIXTURE WALL MOUNTED J-BOX J O : JUNCTION BOX / F % JBOX w/OPT. i FLOURESCENT / FAN/LIGHT LIGHT FIXTURE UNDER/ OVER FLOOD/SECURITY CABINET FIXTURE LIGHTS. SPECIALTY LEGEND OT AIR COND. SYS. TC IRRIGATION SYS. (THERMOSTAT) (TIMER) ® SECURITY SYS. I O INTERCOM (KEYPAD) COM.SYSTEM COW SYSTEM (DATA PORT) (DATA&PHONE) ® COVE LIGHTING O SPEAKERS JUNCTION BOX _ ICL IN CABINET LIGHTING I ®j SHADE JUNCTION BOX 1 FIR `nCICAL PLAN REVIEWED FOR COL)E COMPLIANCE ST. LUCIE COUNTY BOCC EV( al DE: OR F01 PEI m PRI SHI CO OF CO OF L PA ELECTRICAL NOTESI GENERAL: FUTURES: 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 NON METALLIC SHEATHED CABLE. 4 ARCHITECT/ INTERIOR DESI TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WTERTERIODESIGNER 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 I - PEVISIONS BY DATE ER RECOMMENDATIONS. MANUFACTURER O 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. I�- 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 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 SIMILIAR 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 SIMULTANEOUSLY W/TEMPO SHALL HAVE THWN INSULATION. TEMPORAL SOUND. ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN. A.I.C.2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, 14) ALL E RATING OF 22,000 AMPS & BE NEMA-3R RATED. KITCHENS, BATH ROOMS. - - EQUIPMENT & WIRE RATED 75CONTINUOUS DUTY: 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & 15) ALL ELECTRICAL Q ° SMOKE DETECTOR. TO IST \ SWITCH STANDARD ELECTRICAL LEGEND SMOKE DETECTOR! CARBON. MONOXIDE ''. Q RECESSED LIGHT DETECTOR FIXTURE - PULL CORD FIXTURE VP 0 VAPOR PROOF REC'D FIXTURE REC'DADJUST. .FIXTURE EXF or LANDSCAPE UP ® EXHAUST FAN LIGHT CEILING MOUNTED CEILING MOUNTED -FIXTURE JUNCTION BOX " PENDANT WALL MOUNTED FIXTURE J-BOX WALL MOUNTED O. JUNCTION BOX FIXTURE f E J. BOX W/OPT, FANLIGHT ) ' FLUURESCENT LIGHT FIXTURE �UNDERI OVER' SECURITY -1 CABINET FIXTURE LIGHTS SPECIALTY LEGEND OAIR T COND. SYS. TC IRRIGATION SYS. (THERMOSTAT) (TIMER) ® _ .'SECURITY SYS. O INTERCOM (KEYPAD): COM. SYSTEM COM.SYSTEM (DATA PORT) (DATA & PHONE) � COVE LIGHTING O SPEAKERS JUNCTION BOX IN CABINET LIGHTING �. SHADE JUNCTION BOX SECOND FLOOR ELECTRICAL PLAN REVIEWED FOR CODE COMPLIANCE- ST. LUCIE COUNTY BOCC Tom. OUNTY COMMENTS T PM 04.21 ui f i 5 r' i. I ^ `I H wa cal., I U E7 I Wp i O F� ULn ` NOS H � O I �- I ,' a wv 'v „p} P vas �.w• kx' »„T'.a. Cxt 4�,xe > ry WA r.;x'sSYSiF'i�4+ ' 4 EAS. DESIGNS, ARRANGEMENTS.& PLANS INDICATED - - REf@tVED I MAY i - 0 1019 I I V 0 9��Itt' Douty REMONS BY DATE a '.9) FILLED C ARID BIJ A�'A P.E. REV F,A. 0510211 CELL REINFORCEMENT E 5 SEE PLAN FOR SPACING AND COLUMN FILLED REINFORCEMENT EN3F .•� i SCHEDULE FOR DIAMETER : : SEE PLAN FOR SPACING AND COLUMN...5 I.f\ .UCTURAL ENGINEER No I • 1.1 2" CMU WALL W! #9 LADDER TYPE - - SCHEDULE FOR DIAMETER - _ _ *'� 318'fEXAS TRAIL BLOCK RECESS. c>. REINF: EVERY OTHER COURSE RAISE CURB TO �p4 $q - MATCH MAIN HOUSE - [ _ ,-� CMU WALL WI #9 LADDER TYPE --aOGA,:RATON FLORIDA33487 ,. YIFRE REQUIRED -°, _ #4 TRANFER BARS (ONLY O FINISHED FLOOR:COURSE� _- , REINF. EVERY OTHER . .. r. w BY FOOTING SCHEDULE) PROVIDE 1#5 CONTAS I� �� Fi®NE. (9J4) 667 7893 FAX; ( 1 ���J ^ 543Y ❑ ) : ® s of PROJECT CLASSIC w 'SHOWN. i .a 0 D E. LICENSE # 72471 CA#294.s7 ,� POURED EQUIPMENT SLAB.... #4TRANFER BARS (ONLY IF REQUIRE i • p�< -.'.. w 4 THICK CONE. SLAB W/.(1)LAYER OF p i ORID.° � - : irr z 6'? ♦ T r d. w :. - BY FOOTING SCHEDULE _ Structural di Engineering IIl f�^1s .J4 _ '.:SEE PLAN VEIW FOR ACTUAL'. ) / 0� � ..$ � I'R�:JE .✓T?t Z W1AXW1.4 6/6WWM(OVERLAPPED,@PERIM) p. / �� UVWW.PROJECTCLAS IC:CDM �' REINFORCEMENT AND THICKNESS w // ®® AL \� 5/2/2019 g ¢ // \\ C' w / \ 4 THICK CONC. SLAB W/ 1 LAYEROF. / \ F'AR PR E TC aIC.CC)C117 7,�'?0} � C9 GRADE z 1.4 X W1.4- 6/6 WWM (OVERLAPPED PERIM / I1111 ID�iO, OJ . ,C LA$ . ZF T.0115 N W ( E @ Z ' T.O.S �. w SEEP .. C7 44 I w SEE ARCH- _ `, - .. �. LL T w ❑ ° - Z w . P SEE LA STEEL PLATESCHEDULE -- -I , T -- - _ W GRA DE - l l LATE B T TE P SU 5 RA ANCHORS J I : MATERIAL 6 LAPPED TAPED - .. _SITE '7/6 : , I IL. V.B.R ' 6M -_ - 1 - BADE � I I - IQ10x C E CONCRETE (4).314 0x8 HEADED STUDS (SQUARE) , 1 L w :J COMPACTED TERMITE � CO MP C _ _- I I � I i • - l' LAPPEDAND TAPEDl..:: _. a (C t x 10 CONCRETE .. 3/4 Ox6 HEADED STUDS INANE 1 _.-._ _ _ TREATED SO. � R J I - : V.B.NCRETE 6 MI .OVER L B I$ „ (2 3/4 0x8 HEADED STUDS L1N E (INLINE) C NT. REIN O : PER SEE SCHED, x I� .� . I !--�. � COMPACTED TERMITE CO C ED STEEL -, S E 7_ 1/4 x8 FILLET WELDS MIN LENGTH) FOOTING SCHEDULE E � w w N 2 UIF'MENT ECG A I F. -- -I-�.. CONT.REN PER FOOTING --: � _ _ __ _ LJ- SEE SCHED. w ❑ w w m x TREATED OIL S.. CONNECTING COLUMN T CO C NGCO U PLATE A AND STEEL BEAM FLANGE MONOLITHIC FOOTING SCHEDULE REINFORCEMENT DIAMETER AND GOUM CODE a� 2: w ❑.: ADDITIOIJAL REQUIREMENTS.. SHORT WAY LONG WAY Po1F-16 16 16" # 4's @ 36 O/C BOTTOM 2 #.i s BOTTOM LIGHT$TRUCTURE SUPPORT NO TRANSFER BARS REQUIRED MF-20 20 16" # 4% r'� 36 O/C BOTTOM (; 2 # 5's BOTTOM . NO TR�,NSFER BARS REQUIRED MF 24T5 24 16" # 4' c0 36 O/C BOTTOM S �. 3#5's'BO ffUM C #4sx6 1P O/C LONG TRANSFER BARS. SCHEDULE N I; ,._ r A STEEL COLUMN CONNECTIONS TO P AND BASE T S 0 0 Id I L BEARING WALL 1 EXTERIOR ° as _ , +j 1 - S SCALE: 1: - LOWER AREA CURB. WATER � BARRIER - -. - S1 SCALE. 3/4 1 HAVE A.3/10 THICK FILLET WELD ALL AROUND -S i EEL COLUMN THICKNESS MAY BE INCREASED IF AVAILABILITY OF MATER.,A _S REQUIRESIT (MAINTAIN TAIN OUTSIDE DIMENSIO NS NANT). NOTE: HEADED STUDS MAY BE SUBSTITUTED FOR EXPANSION BOLTS ONLY WHEN ATTACHING TO AFOOTING, GRADE PILE AP:: BEAM C R G SPECIFICALLY NOTED OTHERWISE ON A DETAIL OR PLAN -UNLESS � N ,_. STEEL VIEN ,T F .E. COLUMN PLATS HEADED STUDS MAY BE SUBSTITUTED S 1 SCALE. 3/4 1 Y EQUAL DIAMETER AND LENGTH EXPANSION BOLTS.. 0 LOADING THIS LEVEL COLUMN SEE ;. W1,4 X W1.4-.6/6 WWM. FOUNDATION PLAN. FIRST FLOOR - INTERIOR. (138 PSF) FOOTING SCHEDULE L CODE H Z w0 s 2 w.>. w. 0 W 00 NU - . REINFORCEMENT DIAMETER AND COUNT ADDITIONAL REQUIREMENTS SHORT WAY LONG WAY '' I P33 3 3' 12' 12 (4) # Ts BOTTOM (4) # Ss BOTTOM ` P35 31 5' 12" 12 (6) #. 5's BOTTOM (4) # 5's BOTTOM - P44 4 4' 12 12' (5) # Ss BOTTOM (5) # 5's BOTTOM P55 a 51. 12 12' (6)#'. 5's BOTTOM (6) #55BOTTOM DEAD (77 PSF) FLOOR SELF WEIGHT= 50 PSF GRADE FLOOR. FINISHES = 27 :PSF " LIVE (55 PSF) OCCUPANCY = 40 PSF :. I. : I'i SEE PARTITIONS:ASCE7-10:4.3.2 = 15 PSF T SEE PLAN , 16 1 10 Q q FIRST FLOOR. EXTERIOR (177 PSF) ; S1 : -TRENCH DRAIN. r. S4 S5 SEE ARCH PLANS 10 3 S4 - H =... r.. 24'-4„ , 6 LAPPED AND TAPED �� � DEAD (77 PSF) :FLOOR SELF WE G T 50 PSF 24' 14'-10' S _:. .. _.- it _ .5 6 MIL. V.B. OVER FLOOR FINISHES 27 PSF <� �- 4 ._ COMPACTED • • ,• 14-8' CO I= LOC.. R IN R E WITI .P N Y 100 PSF 1 - - :, ,: :, :, „ . :,BUT K E Fa CLIVE(100PSF) ' OCCU A C : , ' T„ :, „ :: :: ,: „ „ ,:-8 2-10 2... _8. 2 2-8 2-8 2-8 2-8, 2-8 2-8 2«.6, ,I',. 1-8 -.1TREATED SOIL; -4.. 2-8 t-92 3-62 _ 2-8 2-8 2-8 2-8 2-8_ 2'�2#6ERNCALAND.FORMOUTER CONT. REINF.. PER FOOTINGSTAIR TOTAL LOAD 110 PSF , � I I, `. - _ _ 1-AG�HLL WITH GROUT. -- _ s. ❑❑❑❑ ;. ❑❑ ❑❑❑ ❑❑ ❑❑❑ ❑❑ ❑ . ❑❑ a ❑❑ :: N SCHEDULE .:,L �,__ _._I_J_L._.- _ , � J`."+J -._�C , ,. 1 __� - � _. -----_1- DEAD 70PSF) SELF WEIGHT -26PSF . - yy .: , . 'FLOORING - . 25PS-----`------------ ------,..- - -_ - � ,. 1- . a -COVERINGS 4.PSF , MF 20 ;., �.. ('4 SECTION' RAILINGS 15.HER -. C824 - -. T 3.. ? M812 ; .., . S1 FSTRUCTUR -...I , 3 _ P SINGLE FAMILY OCCUPANCY LIVE 'I 3 p 2.- < e, n a . LIB (40 SF) S I ,n t_t I.I_.I''F .�" 1 3 S1 r S 1 SCALE: 3/4 - 1 =4o PSF \ N 4 LARCH 4" THI CONC. SLAWW/ 1 '. LAYER OF W1.4 X W1.4:6/6 I 1 I I h. I 1 v / v I I � m S1 W.W.M.TO BE LOCATED fR0 THE TOP OF THNSLAB ar, 3 M S1 ( &SHALL BE SUPPORTED BY APPROVED MATERIALS O. > GAR7(GE�BUCK �\ L I I I � I 10 � r I � ,n SUPPORTS 70 EXCEED 3 0 O/C EACH NAY OR ETA L�'�7fS : - ,n - r t� co S4 F16 MESH 6 MIL VAPOR BARRIER OVER TERMITE �n MASTER BED4 :�t.7¢ir^ > n L r~ � • ; I � ER ON O ARR 0 E S4 SYMBOL LEGEND SYMBOL: DESCRIPTION 4@6B-INNER- - 4@6T-INNER / / / 4@6T-OUTER / ,I .. _� 4@6B-OUTER .STEEL REINFORCEMENT LEGEND: -4@6 : #4's @ 6" O/C -B : BOTTOM -T: TOP -OUTER; OUTERMOST LAYER SINNER: INNERMOST LAYER _TEMp;-TEMg'ERATURE AND SHRINKAGE REINF. 3 SECTION MARK - DETAIL NUMBER ! SHEET NUMBER S1 ROOF. RIDGE LINES e/ FLOOR STEP STEEL COLUMN ABOVE FLOOR LEVEL SC1 STEEL COLUMN BELOW FLOOR LEVEL AN BELOW FLOOR LEVEL STEEL COLUMN ABOVE D P1 E FOOTING SCHEDULE CONCRETEPAD FOOTING SE O QREVISION NUMBER -SEE TITLE BLOCK FOR DATE REVISION CLOUD ■ ABOVE BELOW STEEL COLUMN IIIII IN JOISTS OR TRUSSES -.SEE SHOP DRAWINGS' PARTITION. ABOVE BW CONCRETE COLUMN . SEE CONC. COL SCHED. �. FILLED CELL = SEE CONC. COL. SCHED. ❑ ❑ ❑ ❑ Z: ❑ ❑ CMU WALL CURRENT LEVEL CMU WALL ONE LEVEL BELOW WOOD SOIL ° NEW CONCRETE SLAB''. C... NEW CONCRETE BEAM NEW CONCRETE FOOTING YP, v,e a WELD SYMBOLS ao - TIEBEAMTRANSITIONSYMBOLS UPLIFT FORCES& CONNECTORS - SEESTRAPSCHED. ELEVATION MARKER - SEE ARCH PLANS FOR+O'.0' +55,06 88.88 WIND PRESSURES ON OPENINGS (GIVEN IN PSF) 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= tit i , T r y r-- < f rr T F" f E- � ...Sam✓ y.,. va .Y f I • I L t t4 4, e YY t 1rI �1 1 L c' I I- I TR ATED LL COMPACTED FILL - E E u \ 0 I L r - op F'c 500 PSI <' U 31 -92' 3'-6z' SS31lex31l2z11 ` - - - -. PL 10x10x5/8. ' .,,. M^212-1 I l; .I '1 ..,,. S1 y I ,4 PCAL E B KA ILL.TY- _... ..- - o-, 1 a -.: ,.#' DETAILS: 35 4S 655 - S4 :. ,.11 S4 �754.. T/STRUCTUFxF S i ..--, 01 .', r ;.-r- - - - - - - - - 8.. SS 3-1/20-1/2x3! r, ::'v /'.. PL10x10x314. f.. SS 3-1/2x3-'12x1/ 10 .. , -. ❑I" ----- , U -- 11 PL 10x10x3/4 ,v CONCREE & CMU COLUMN SCHEDULE _--- - a N " '' : /8 PIS4 m 'PAVERS ON SAND /... ; ,/ Cj,) r COORDINATE COLUMN EDGE LOCATION WITH THE �;.... ,- COO .., ,_, 4 � - L----- __ / TRUCTURE 3 i a ARCHITECTURALS AND WITH THE DOOR/WINDOW SUPPLIER ,, , %` / \/ � \ - 8"x8" 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. M5.2 w/ (2) # 5 REINF- BAR (30" LAPS) SEE. FNDN &. FRMNG PLAN FOR LOCATIONS FILL w/ GROUT - SEE STRUCTURAL NOTES. SEE DETAIL 9/S7 BxB" REINFORCED MASONRY COL. M6.2 w/ (2) #6 REINF, BAR (36" LAPS) E FNDN & FRMNG PLAN FOR LOCATIONS S FILL w/ GROUT - SEE STRUCTURAL NOTES. 8"x12" FORMED COL. OR CMU FILLED CELL M812 COL.w/ (2)#6REINF. BAR ;. SEE PLAN FOR LOCATIONS & SPACING FILL, W/ GROUT - SEE STRUCTURAL NOTES. 12"x12" FORMED 'COL. OR CMU M1212 COL, w/ (4)#5'S VERT. FILL w/ GROUT -'SEE STRUCTURAL NOTES. w/ #3 TIES @ 10" O/C 12"x12" FORMED. COL. OR CMU M 1212-1 61 COL. w/ (8)#6'8 VERT. ' FILL w/ GROUT - SEE STRUCTURAL NOTES. w/ #3 TIES @ 6" O/C 16"x16" FORMED COL. OR CMU M 1616 COL. w/ (4)#6'S VERT. FILL w/ GROUT - SEE STRUCTURAL NOTES. .w/ #3 TIES @ 10"O/C 8"x12" POURED CONC. COL. C812 0 w/ (4) #5's VERT, w/ #3 TIES @ 8' O/C 8"x24" POURED CONC COL. C824 w/.(6) #5's VERT, .. w/ #3 TIES @ 8" O/C w/ #3 HOOKS @ 8" O/C 8'.x30" POURED CONC, COL. C830 w/ (8) #5's VERT, w/ #3 TIES @ 8" OIC w/ #3 HOOKS @ 8" O/C POURED CONC. COL. C1 w/(8)#5'sVERT. ' 2 SETS OF #3 TIES @ 8" O/C SEE DETAIL.7/S7 POURED CONC. COL. C2 �. w! (8) #5's VERT. 2 SETS OF #3 TIES @ 8" O/C .SEE DETAIL:8/S7 POURED CONC COL. C3 .. w!(6)#5'sVERT. '. 2 SETS OF #3 TIES @ 8" O/C SEE DETAIL7(S2 POURED CONIC. COL. C4 w/ (6) #5's VERT. m 2 SETS OF #3 TIES @ 8" O/C SEE DETAIL.8/S2 't 0 -0„ ' \ 8.. 7 a , , , ,./ /*atAKF-r : - 54 ... I.. TYPICAC.FOR ALL DOOR ,,.., y r a. ` M161 « v \ +, „ 3 tt THICK C NG. SLAB 1 LAYER O 1.4 X 61G S4 S4 � ,,. , , - -. •, / \ O - SEE 'DET IL 5/S5 a \, ,:. ,. ., ;.. ". < ; . , r. e I: rI f \ / W.W.M.TO BE LOCATED FROM THE TOP THE ,..., M812}. WW ( 3 � r ... 4 ,, , ..� ./ / I BY P VED ,. H LL BE SUPPORTED B PRO :./ '. SLAB & S U -- \.. \ \ I - _ ;'. SUPPORTS NOT TO EXCEED 3 0 /C :MATERIAL OR SUPPO S O 0 - \ r \ ON 6 MIL VAPOR BARRIER EACH WAY OR FIBERMESH /., / `,SA I - OVER <�.. I. f .,.:..,,. / \ I ✓ \ y_ w $y \\ D FILL ., TREATED WELL COMP "�" . ._.. _ 4 ,,. , . \ , r : L. , Y r - _1 ,.- , SS 3 1/2x3 /2x1/ I I ,. , \ 1 # 30 LONG L- - 9 -- m `I p 31L4) r PL 1Dx10x518 N , F OTING cn 3 CRACK CONTROL � _ 13 r \ I m v :.. ,. ,... D- co .,�:.. i5 t s_. y / "� REINFORCEMENT, l T\.._ m Ia \ S4 r : 4 MID OF SLAB TYP. % \ \ _, \ _ ; R , /. `/ ALL FIRST CORNERS) _ : ' . G / 3 3 / r 4 S / - - S2 S4 r c ` �, \ -1 S1 4.99 / 4 0" r: < \ 5 I ❑ ❑ N ✓ y.. ,. ,. PL10x10x5/8:. I \ __. ( 6 j _ p \' /, ,, \ >, �� O 7 11 --��' tD ' . 12" N R-2:06-, V I m -i Imo✓ 14'�/ lr ,..., v M1212. .�N 4 THICKGdNG,SLABW/(1)LAYEROFVy1.4X% m y �,p 54W1.4 6lfi.W.W:M. (TOBE LOCATED FROM THE ./� :;,bt, („. r_I�, „_, 1".3. I TOP OFTHE SLAB &SHALL BESUPPORTED BY lam > ,(i 11 � o APPROV D MATERIALS OR SUPPORTS _.. . \ \ - SS 3 1/2x3 112x1( _ _ ......«;..:.. -._:. H WAY OR 1 x3 / TO EXGE O 3 0 OlC EACH SS 3 12 2x11 Y ir- S 4 _ i ., D I N I I _ \ L s S4 PC10x10x5/8 N FIB RME H O E r r< 9 15 I I l Ox 0 !8 \ � rl � / / s ,.i., . ✓ / r>., ,,y N., .-an cop) C9 / , /W : , i / 4x4WOOD POS I � � ,I lSTRUCTUR S4 „ e � SEEBUCKAND SILL TYPICAL 10- - - Wf22x12HEAD R x DETAILS: 3/ „ /S5, 6/S5 J D NO. 1., Nl /, n K o C3 �.. v+ r:. ,n..:.._ u_ Z ,a ,� (: oOil \ 47.29 Nm.;C812' Y`. m -. 1 \ I -0 / \ ' /\r' % / - F'2 :in "v 'S7 MF•20 - �-5' : 2'-8' V-7" 1' T-V '-S' 2'-8" 2'-8 2 -8" 2 -8' 214' 2'-4" _ 30, ih 41' 6" 16 16 C 8 1 2 - 1.1 C812 S4 12 3 7' S7 3 L ' EQUIPMENT PAD: EQUIPMENT. PAD: " .2 0/S i SCE 6 CONCRETE SLAB. SEE 6 CONGRETE..LAE, ARCHITECTURALS I'OR TOP ARCHITECTURALS FOR TOP SEEBUCKANDSILLTYPICAL:' 2 - r ELEVATION ELEVATION.- DETAILS:..-3/S5: 4/S5, 6/SS � �-. 12' O/C ':- 51. ..REINFORCE W/ # Ts 1. "O/C. ... REINFORCE W/#3s@ @ 2 I r PROVIDE EACH WAY MIDDLE. PROVIDE ("y � ( AND EACHWAYMIDDLE.P IJNDATION AID, `:.. '. �.. . ^ ALONG : t #4 CONTINUOUS ALONG: S 1' i #4 CONTINUOU,- : O 'THICKENED EDGE. THICKENED EDGE. FIRST FLOOR QOLUMN F'LAIU : FOR 'SEE SOILS REPORT FOR SEE SOILS REPORT M4WED OF 7 COMPACTION SPECIFICATIONS. PE IFI ATI SPECIFICATIONS. 1 . 2 a FOR I, WITH 'VERIFY i ' NSIONS ACTUAL DIMENSIONS WITH E NS //++ VERIFY ACTUAL DIP"1- 4 ®MPL'ANVE 'MANUFACTURER .MANUFACTURER LUCIE COUNTY OCC:. 1 1 BY DATE SIMPSON H2.5A CLIP FULLY NAIL TO (2)2x8 P.T.AA1111 If I / ///// REVISIONS LEDGER ATTACHED WITH: vAA PBU ��� I 1y+AR I D AB U GATTAVC, P e E 1 CITY COMMENTS F.A. 06/26/19 -TRUSSES UP TO 20'LONG: 3/4" OX6 EMBEDMENT �� ®®•^........... POWERS WEDGE BOLTS @16" O/CSTAGGERED. ��� VGENaF°•.'P i T RA 2X4BLOCKING@ATALL LONGERTRUSSES:(1)3/4"x6"EMBEDMENT �' •:� i! �f �� ����� �" -� �������� ATTACH 2x4 BLOCKING WITH (1)1/4"x3 1/4"`f .0 p PLYWOOD SEAMS, ATTACH W/ POWERS WEDGE BOLTS. 6" TO EACH SIDE OF TAPCONS @ 12" O/C, 4" FROM EACH SIDE No 724 ���ry LS� 7318 TEXAS TRAIL SIDE ATTACH 2x4 2- 16D TOE NAILS EACH END EACH TRUSS. STAGGERED. _ = i NAILER W/12d's@8" OF EACH TOP CHORD - �•i C -. BOCA RATON, FLORIDA 33487 orc TO TOP SEE PLAN 3/4" CDX T&G PLYWOOD, ATTACH = °'.• PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 ' CHORD. - FRAMING T. / TRUSS WITH GLUE AND 100 RING SHANK ® "°° OF . •��/� PROJECT CLASSIC P.E. LICENSE # 72471, CA#29407 PLAN NAILS @ 4" O/C AT PLANEL EDGES TEMPERATURE REINF. i ® �� AND6"O/CINTHEFIELD i�®"� •°°• •••• �`�� Structural Engineering N/�/�I,PROJECTCLASSIC.COM PROJECT# PRE-ENGINEEREDPRE-ENGINEERE MAIN TOP REINF. �/ �D 01 6/26/2019 FLOORTRUSSES FLOORTRUSSES FRAMING ////111111 \\\\ FARID@PROJECTCLASSIC.COM 4759 PRE-ENGINEERED PLAN I i � AT 24" O.C. AT 24" O.C. SLOPE PER ARCH FLOOR TRUSSES AT 24" O.C. • • - 2x4BLOCKING. PRE-ENG.ROOF AT ALL PLYWOOD TRUSSES @ 24"O.C. SEE APPROVED e e SHOP DRAWINGS. SEAMS, ATTACH . �.., W/ (2) 16D TOE NAILS _ --- 2x4 BOTTOM 2x4 BOTTOM CHORD TO TOP CHORDS. 12 CHORD BRACING BRACING END BOTTOM REINF. NOTE: SEE ARCHITECTURALS SEE ° GIRDER TRUS SEE APPROVED SHOP END W/(2)16d FOR W/(2)16d FOR NAILS. FOR ROOFING TYPE. DRAWINGS FOR TRUSS NAILS. GIRDER TRUS ARCH 2 TO GIRDER CONNECTION. PRE-ENGINEERED WOOD " FLOOR @ 24" O/C TRUSSES. o c �+ SEE PLYWOOD NAILING DETAI FLOOR TRUSS PARALLEL -T US ES P.T. WOOD LEDGER FOR NAILING PATTERN. ° /'+ -TRUSSES UP TO 20'LONG: 3/4"0x6" EMBED ° FLOOR TRUSS PERPENDICULAR -.-_ -. - _--- POWERS WEDGE BOLT@16"O/CSTAGGERED. o � -. 2 TO GIRDER -LONGER TRUSSES: W/ 3/4"04" EMBED POWER BI 1 TO G I RD E p .:WEDGE BOLT @ 6" TO EACH SIDE OF EACH TRUSS. T/ TIE RBEAM S2 SCALE: 3/4° SECTION ar 2ND REAR BALCONY FRAMING ° ® `� U 1 S2 SCALE: 3/4" = 1' C PLAN BOTTOM CHORD BRACING \ (� S2 SCALE. 3/4" = 1' SEETY ICAND ALLDETAILRESTRAINTS 2 2"MINI M W SEE AR SIDECO ER W 0 ^ n•-; n (2) #5's (2) #5's (2) #5's (2) 96's (2) #,5's (2) #5's F°`� H TYPICAL O W1.4XW1.4-616WWM 11 _-SEESTANETIES. .- �.0,°"°04. o00. °aQ PRE -CAST' LINTEL: SOLID Y ) ) SEE STRAP SCHEDULE ROOF -a4 o e o " oVD SLOPE PER PLAN' _ (2) 5's (2 #5's (2 #5's _ o ° o o °oo o „. GROUT CMU OVER LINTEL I J ° :� I c BOND BEAM ° 'O W - PAVERS , 8" I 6° I , $ I TRUSS TO .I T.0•S PCL I `° �(1)#5 SIMPSONSTRONG-TIE SEE PLAN'v L L 1 _J #3 TIES @24" 0/c #3 TIES @4" O/C TIES: (9) #3@4", ABU44 �1 7 BAL @ 24" O/C (2) #7's \ �{ Q� BOND BEAM BOND BEAM B812 B812-1 B812-2 (2>#5's 8„ I (2)#6's REINFORCED CMU WALL 4 DETAIL V SECTION G l! I 6" LAPPED AND TAPED ,I' (2) #6's 8" SEE FOUNDATION AND FRAMING 4 #3 TIES @15" O/C g�� PLAN FOR VERTICAL 6 MIL. V.B. OVER I (2) #5's q _ COMPACTED TERMITE - _ 1 -� - O #5's #3 TIES @24" O/C REINFORCEMENT DIAMETER AND S2: SCALE. 3/4" = 1' S2 $"_ �' �°1 ('q TREATED SOIL - B 820 Q TIES: (14) Ski@10", LOCATION. A ,_ O {T. •1 L FOR 1 #4 CONT. REINF. B822 BAL @ 24" 0/C LADDER SEE TYPICAL TYPE REINFORCEMENT. "; C� 1�/•-( PER 12" OF DEPTH B824-1 i ¢o N Y¢� 4 o (2) #5,s N O � © o 0 (P�SCALE XTERIOR SLAB THICKENED EDGE N (2)#5's m .+;° =QS2 I IDO 4 =c1S7S7 T.m o: 3/4" = 1' (4) #5` s O N 1 -4 (2) #7's #3 TIES @24" 0/C 1 ' 6 L(2) #5'S B 1628 Ii m 1 32' i II �}, #3 TIES @15" O/C 9 EE DET I 1/S3 OR :. II q--g�� II „ II S-2-II II 3,4„ II 3I-10" 1I 2' II y II 3IJ10" 11 I1 6'_14I 8" II III II II s'-6' 1 44 B834 I S3 ND NAILIN PATTE N / LU 26 _ _____ TIES:(7)#3@16", •1 - `.` ND SP IFICATI NS. - 1 BAL @ 24" O/C 1.1 1 r -{- 6836 1 — — - - - RE D -- -- ❑_❑°❑]❑ ❑rO0❑ -❑�❑❑ " ❑0❑�❑ � El �I�S __�_ _ ❑❑❑0❑❑❑❑ , ' OOF T SSES 24" O/ ` - +49.8 +49.811 ❑1 IN • :„ 2 #5's 4 #5's ! `.` 6822 54.15 OP BEAM TO RECEIVE -54.15 B822 ` -(3)#5's 1° 1 AXSP ING.SE ARPR ED �-1 - T/+14'-0" ❑ � -�-- - O HOPD ING-' ❑' GIRDER TRUSS ❑ k, OR GO NING AYOUT _ _ _ _ _ _ _ _ _ — _ _ ❑, ,.1 V c3) #5's (3) #5's i j III I , II II ❑ M v — 3 PL 7x10x3/4 III 24" DEEP PRE-ENGINEERED WOOD �. - i i 1 U FLOOR TRUSSES @ 24" O/C °I q...)""" ----- ----- ----- -}--- ---- ----- ----- --- - ` I mF S7 HSS$ELOW MAX _ _ _ _ II I T N ' i %`NLINER RESE S WOO FOR GOVERNING LAYOUT. N1 I U N (2) #5's 1 �� TRUSS X4 BO OM (2) #5's 4 #5's V 1 III CI SPAC D MAX +1 O O N o S3 10' C EE DE I 2/S3 0 3 #5's y i 1 IL _, (2) #5's _ III �. A � I II �_ ❑1 _ —_ _ __ IIL = _ — _ _ � � • Li @ I#3TIES@24"O/C — I Ll - - —1845 --- - - - ----- ----- ----- --- ° /S+R3-0UR :S2 I +� s •;��..( •O #3 TIES 18' O/C B 1222 B 1224 c3�#5'S - --; � U . BOND _ ❑1 PL 7x10x7/6 _ 1 2 al 1 Al 4 i ab Q =6 12 I S7 ` HSC 5FI (lW O N (2) #5's I---�I #3 TIES @24" O/C (3) #5's i ICI -4 I II �\ II �°i o III . HSS BELOW , . i +1T 6" 10 1 •� — � �- N � HSS BELOW — _ _ _ _ �❑ � 8„ I n n B1228 / °,1 �+ _ = 2= ,❑ 1 S3 2 5's 1❑ T-P 1/-6" 1 1 TIES: (8) #3@10 , O # (1) # 5 I •,___-�_�-(1) # 5 #3 TIES @24 O/C ,._ . / s. �`,❑, S2 _ B812 , U BAL @ 24' O/C — —-- - — — _ _ = 2.1 B 123 - - --- ---- ----- ----- ---------------------- 8" -- - — — h - L,� 4 PRE -CAST LINTEL: SOLID r 1 T �^ —�� - -- J y B840 TIES: (7) #3@16 , 1 ICI I �I �{ 2' — — GT 1.8„ 0 2,_ „ J 8812 al J ('�, � SAL @ 24" O/C GROUT CMU OVER LINTEL I I 1 — B1 26 /STRUCTUR rr�� DO Q DO P ° `` J �+ 1 #5 _ — B846 1211 PC1 L 1 —• L J O n II ry II ' 1 DROP BEAM TO RE EIVE — oN ' q„ lj +12'-6" �G " WIRDERTRUSS III S2 C 0 , , q@�g ,� m1!Y 6" SLABBOND BEAM1211- — — — — — — — — 6" a TEN j d • N° 1 i'v 3000PSI ■= z LOADING THIS LEVEL = --- ----- ----- ----- - ---- -- - PL7x10x7/6 , °`I hill, 14 13 d. 24" DEEP PRE-ENGINEERED WOOD in 4'-4" INTERIOR FLOORS (65 PSF) 1 S7 S7 �`� S6 FLOOR TRUSSES @ 24" O/C HSS BELOW 2'- ' ` 1 SPAGWG.SEEAPPRQVED o B81 1. m W DEAD (25 PSF) FLOOR SYSTEM= 7 PSF I: III I II `� JI — — — FLOOR FINISHES = 15 PSF 1 ; . , , SHOP DRAWINGS PL 7x10x5/S ❑ ❑ . O ❑ ❑ I IL— FOR GOVERNING LAYOUT._ 8 r +� DUCTWORK =1 PSF 1 � I� .. , .�-t- 'HSSBEL00� m ❑ ❑ ❑5 ' CEILINGS = 2 PSF 2' _ r _ -- — — = _ \ B812 / _ _ _ _ _ = = = _ \.\�/N ° N 3 0 1 .. W� + 3 Job No. 1311136 I f , 8„ LIVE (40 PSF) OCCUPANCY LIVE = 40 PSF 3 —� _ IT \PL 7x10x5/8 / X \ m # m 1 10 BALCONY WITH AREA OF 100 SOFT OR MORE (125 PSF) - °�- _ — _ _ _ _ I +12'-6 E B O H AL20 2 A 6 :- — — — _ S` 822 CA T. c; �I II i i S3 8 a^ DEAD (25 PSF) FLOOR SYSTEM SELF WEIGHT= 7 PSF 1 HS BELOW/ T +13'-0" \ ❑ o m ° 9 + HETA16 = 350 — — — — v - - - ❑ q 1p FLOOR FINISHES = 16 PSF .0. I ¢ =1 '- . '° — — = % ❑ ❑ �I� 0 '' 0 ❑ ❑ e• a^ �— CEILINGS = 2 PSF +12'-0" Y cO x T.O.B. 24" QEEP PRE—EI— GI INEERED WOOD O> 16 \ '� DETAI 1/ FOR T yr t ) 1 Ugcoe n »• O� = _ �_ a z \ 9' 3-8" P WOOD ING PATTERN 1 1 2 H TA16 P '•{ G • LIVE 100 PSF OCCUPANCY LIVE = 100 PSF _ n 9 1 MAX AACCING.SEE APPROVED O S7 / \ - — = A?�D �E _ _ = 05 0- cs ROOF (55 PSF) _ FOR GOVERNING LAYOUT. Nry //f - - — GINEERED WOOD w 1 1 M T L4 + m = = R40 WC DEAD (35 PSF) PLYWOOD = 2PSF MAX SP G. EE APPROVED • _ _ = = _ / mN 14 SHOPID ^ TRUSSES = 7 PSF °; /STRUCTUR — _ T / 1 FOR G ERNI LAYO T. - • -• •—�• " I INSULATION = 1 PSF �——+13'-0 — — +`° r S7 1,�]]10$ FiR1V1 AA003379 14 1 ._. e a e° a" DUCTWORK = 4 PSF ROOFING =19 � _ _ _ � 10 , S7 = 55 0 1 �1 7 CONC.CULUMN C3 CEILINGS=2PSF I II I m r `- S2 SCALE: 1-1/2" = 1' 8 C'ONC.COLLJ MN C4 LIVE (20 PSF) CONS TRUCTION = 20 PSF I ❑ S2 SCALE: 1-1/2" = 1' 1 S7 1 ' F , ° PANEL POINTS 200 LBS LIVE 1° B834 BOND B ROOF LOAD DISTRIBUTION TO CHORDS: ° ° ° ° ° ° ° ° v 3,_8„ 3,-4„ T. 3,_ T-4" 3,4„ DEAD (35 PSF) TOP CHORD = 25 PSF ' S 2 BOTTOM CHORD = 10 PSF Q �'+ p ' LIVE (20 TOPCHORD=20PSF :SECOND FLOOR COLUMN PLAN 1.7 T.O.B. T.O.B. •ETA1 9 `+I ° BOTTOM CHORD = PANEL IN� LOAD \ 4 S4 4 1 1: C 1 - +13,_0„ +12,_0,� S3 °�; �F � 1r J1n�1� 0' 2' 4' E 4 VIEWED FORCODE COMPLIANC ST. LUC1611IMNT' BCC' 5/8" COX PLYWOOD PROVIDE 1/8" SPACING ALL NAILS. TO BE RING SHANK SHEATHING AT PANEL EDGES BOTTOM CHORD NAILED TO FACE GRAIN TO RUN 2x4 DIAGONALS W/ 2 - 8d NAILS PERPENDICULAR TO SUPPORTS. PRE-ENG. WOOD TRUSSES @ 24" O/C (SEE ROOF PLAN) DIAGONALS FROM BRACED BAY AT 20'-0" INTE RVALS 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 USS CHORD AT TOP — — O AND BOTTOM END. / '� \ 0... � TR 'i�®fie ✓•: u" \ 0 2X4 CROSS BRACES 7j011 \ roNT. 2"x4" HORIZONTAL BRACING ro INSTALL .BOTTOM CHORD OF LOCAI EDA04' C/C MAX: TRUSSES (TYPICAL) BRIDGING.ONE PER LINE OF \ \ O 0. LATERAL BRACING IF COFFER OR REQUIRED(SEETYP. PLAN VIEW OF END RESTRAINT :CHANGE IN PROVIDE 2x m ' .WALL SECTION) CEILING HEIGHT BLOCKING 2 - 8d NAILS EACH MEMBER PROVIDED IN AREAS LABELED 2"x4" CONT. L�jTERAL WOOD BRACING BY PLYWOOD NAILED TO BOTTOM CHORD MAXIMUM BLOCKING 10'-0" SPACING AND AS REQUIRED DETAIL. TOE N IL TO BY TRUSS MA UFACTURER TOP CHORD EACH (REFER TOTRUSS NOTESAND TRUSS SECTION VIEW END WITH ( 16d's. WOOD FASCIA (SEE BOND BEAM OR TRUSS LAYOU FOR LOCATION) 444 TIE BEAM (SEE FOR TRANSITIONAL BOTTOM TYP. WALL SECTION) TYP. WALL SECTION) BOTTOM CHORD CHORD B RAC I N G 1/16" SPACE AT w/ (2) 16d TO EACH PANEL ENDS TRUSS END ROOF SHEATHING ATTACHMENT OF PRE -ENGI EER DWOOD OVERLAP @SPLICES TRUSSES 4)DETAL 2 OOF TRUSS BOTTOM H RD BRACING SCALE: N.T.S. S3 4 =� 6' 2' 4' 6 ' HETAL20 DOES NOT LINE UP WITH THETRUSS- ABANDONED. CENTER OF GIRDER 2x6MIN, WEB F SIMPSO N INSTALL A PAIR O S SHEATHING PER PLAN GBC CLIP ANCHOR EACH CLIP TRUSS WIDTH+1/2" SUBSTITUTE A HETA16 W/ 5-8d NAILS TO TRUSS FOR HTSM20, IF REQUIRED AND 7-8d HAILS TO KICKER 4„ EXISTING WOOD ROOF SUBSTITUTE at ® (1) HETAL20 TRUSS.' m ® FOR: (1) HTSM16 AND PRE NG. TRUSSES (1) HGAM10 @ 2 " O/C 2„ 1/4" STEEL PLATE 2"x4' KICKER @ 24" C/C @ 5 CONIC. 2"x4" KICKER 24" C/C EACH SIDE ' TIE BEAM EXCEPTION: JACK TRUSSES (3) 3/4" THRU BOLTS UNDER 7' IN TOTAL LENGTH 2'x4 BLOCKING EACH TRUSS. ' MAY BE ANCHORED WITH @ 24" C/C W/ BOND BM OR TIEBEAM (TOTAL OF 6) ®� \ 7„ ONLY (1) HGAM10 2-16D EACH E3 El SIMPSON HETA16 B El 1/2" 3/8" STEEL TOP PLATE W/ 1/4" FILLET WELD ALL AROUND T.S. COL. SI—meson TRUSS WIDTH +1/2" x (VSS COLUMN CAP DETAIL 3 WALL BRACING DETAIL 5 MISSED STRAP REPAIR DETAIL ' S3 SCALE: 1/2" = 1' CALE: NITS S3 SCALE:'N.T.S. ' ;�. 0-- DISCONTINUE BOND BEAM BLOCK TO ALLOW B PRECAST CONCRETE FOR POURED CONC. - TOP BARS 8x16 GROUTED BOND BEAM 8x12 TYPICAL TIE BEAM BEAM. BOND BEAM REBAR M ST S3 LINTEL OVER OPENING FORMED WITH TWO COURSES SEE BEAM SCHEDULE FOR CONTINUE THROUGH CONIC. MIDDLE BARS (IF ( CONCRETE BEAM SIZE REQUIRED BY OF KNOCK -OUT BLOC PROVIDE REINFORCEMENT BEAM UNINTERRUPTED. LONGITUDINAL REINFORCEMENT AND REINF. PER CONIC BEAM SCHEDULE) TR PER SCHEDULE. BEAM SCHEDULE e TA16 8 3830 \ TOP OF OPENING / MATCHES BOTTOIvT \ TOP OF OPENING / \QF K.O. BOND / e B€A \MATCHES BOTTOM L. \M // €3 gQFF,gK.O. BOND AM \ / X X / \ / \ / \ 6"MIN BEARIN TYP• BOTTOM BARS 4 —LTlS2 I H EAT DROP P UNDERNEATH BEAM O TYPICAL OPENING UN I DIRECTLY BOND BEAM:. TYPICAL TYPICAL OPENING.DI EC 6 BOND BEAM 7 UNDERNEATH TIE BEM �8�' OVER OPENINGS S3 SCALE: 3/8" = 1' S3 SCALE: 3/8"' = 1' ` \S3j SCALE: 3/8" = 1' • 8x16 GROUTED BOND BEAM v FORMED WITH TWO COURSES 1n11 . A. (2) CORNER BARS TOTAL INSTERSECTING WALL CONDITION (4) CORNER BARS TOTAL 9 BOND BEAM CORNER BARS S3 SCALE: 1/2" = 1' OF KNOCK -OUT BLOCK), PROVIDE REBAR PER BEAM SCHEDULE. TYP. 8x1.6 GROUTED BOND BEAM (FORMED ITH TWO COURSES OF KNOCK OUT BLOCK). PROVIDE REBAR PER BEAM SCHEDULE TYP. d "a d 1 a VERTICAL CELL IN FILLED CELL 10 ` TYPICAL CHANGE IN S3 BOND BEAM HEIG T SCALE: 1/2" = 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 = 2PSF LIVE (20 PSF) CONSTRUCTI0N=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 3/15/2019 F I •I��! ��gI,1 `1�V 151' PROJECT CLASSIC Structural Engineering TRUSS STRAP SCHEDULE (SIMPSON STRONG TIE) CONNECTOR ID MARK LINES MARKS A + B 2nd CONNECTOR ID TRUSS GROUP MARK IF NEEDED) FOR REQUIRED STRAP REMJSIONS 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# FARID@PROJECTCLASSIC.COM 4759 TRUSS UPLIFT OR 1500 # MARK MAX UPLIFT IN TRUSS GROUP FLORIDA ALLOWABLE LOAD LBS NAILING. CONNECTOR PRODUCT APPROVAL REMARKS UPLIFT(Pupu PERK TO TRUSS PARALLEL TO TRUSS TRUSS/RAFTER) SEAT PLATEITRUSS NUMBER GRAVITY (FURF) CAPACITY F1 CAPACITY F2 HEADER QB HETA16 FL11473.3 1810 340 725 (9) 10d x 1-1/2" NAILS - - QD (1) FGTR FL11473.2 5000 — — 1 BSDS 1/4"x3" (PER ANCHOR) - 2-1/2X5 TIT] ANCHOR QD (2) FGTR FL11473.2 9400 — — 8-SDS 1/4"x3" (PER ANCHOR) - NA5 TITI ANCHOR NCH QE HGAM10(KTA) FL11473.6 850 1005 1105 (4)SUS X 1,12 WOOD - CMU: (4) 1/4 x 2-3/4 TITEN ® MGT FL11470, 2970 (1) 5/6 x 12 EMBED EPDXY 22-10d nY HTS16 FL10456.22 1260 1 (16) 10d's QZ LUS 26 FL10655.111 1165 "(22) 16d x 3-112" 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 PLY$ AND ROOF PITCH fi SIMEPaQN PRODUCTSEXPOSED TO THE WEATHER MUST BE Z-MAXWHERE AVAILABLE. i L^ Simpson Strong -Tie HETA. Q 91n \ / ME 0 E �?nu000nooeeennoeeneeeoo i un•Cooeniooeouo� 1 N wooneeeeeee11mso ��\........rl.......11..............91..1... •II•......Irl..r . 0....111.......... IL.............. ..e INS LIN _:MEN j� ill SE� DETAIL 1/S3 FO "DET IL S3 111110 1 — ®iii ' • SPECIFICATIONS. ■iii PZENGINEERED WOOD ,ill ��SPACING.SEE APPROVEID niiiiiiiid • • GON ERNING I AYOUT.� nenos•or • LINE 1EPRESE --- • �° . • • . — iii •eelleeeeeel •eenee••ol =eTjRUgtL2yd Na • ... e -- �, MIN •�u EN •" •• �BZF.m iii0007to 0 00e.nU•elle------Ieee-Oeileel 01 000 -- iii �r CONIC: (4) 1/4 z.1-3/4. TITEN �Y Simpson Strong-Tle HTS �Slmpscn +23 -� ro O b4i �l+ 1.1 %'sue S3 j �0.. F, 10 Are 11111111111101411111111 ®ib1=11.Tr 9 53 bNb N I �o rl T 1 U RW�7 - z v Job No. 1311136 �ONE .ol ON .1� I : ON • 1 : • • I�1: iii, ");",,. meonnoeooeooenneooenaeononn000noll� 'el meenu•eoneineooe■Iueeoelle000nnoeen000eLe.Q;,� Q a, UPPER ROOF F M1NC-RK"ED FOR lot— 1 r ®D COMPLIANCE 4 -1 -,moo V.A.11130.01m . FAR AB P.E. REViSiONS BY DATE T.Q.B �, SEE ELEV. FILLED CELL REINFORCEMENT �� 1'p Pau,. .i� o POUREDCONC. SEE PLAN FOR SPACING AND COLUMN� �! [', STRUCTURAL ENGINEER j w SCHEDULE FOR DIAMETER ��" ,1`,{� !i! w U TIE BEAM _ q �i t1-1/2" CMU WALL W/ #9 LADDER TYPE No 72471 • V 111 7318 TEXAS TRAIL w 0 BLOCK RECESS REINF. EVERY OTHER COURSE - j w srL. REwF BARS = = BOCA RATON, FLORIDA 33487 w PER BM. SCHED. #4 TRANFER BARS (ONLY IF REQUIRED �p FILLED CELL °1 o BY FOOTING SCHEDULE) wa ; PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 o 0PAVERS :0 °° OF �� PROJECT CLASSIC P.E. LICENSE # 72471 CA#29407 REINFORCEMENT w z ORIDP •'° ®�� CONCRETE PER STRUCTURAL a w 4" THICK CONC SLAB W/ (1) LAYER OF % •° ` z . °` ° S� �� Structural Engineering WWW.PROJECTCLASSIC.COM PROJECT# PEANMNORCMU FRAMING PLANS 2#4EA.FACE W1.4XW1,4-6/6WWM(OVERLAPPED@PERIM) ij,0��®®�����`�� 3/15/2019 FARID@PROJECTCLASSIC.COM 4759 N r /IIII111 W1.4 X W1.4 - 6/6 WWM / a T OL w a SEE PLA _ OR FIBERMESH CONCRETE , a u w STEEL COLUMN SEE PLAN TIES REACH �� w TOP OF ARCH LU FOR SIZE AND LOCATION .. Y`.'T`- ELEVATION 4� '. �y - S E PLAN MINUS 2" FOR Jy -.�. CONCRETE p • • % 6" LAPPED AND TAPED PREFORMED 4" MAXIMUM COVER Ic _ I. 6 MIL. V.B. OVER DEPTH RECESS. ��'����\���� • I ---' COMPACTED TERMITE USE 3000 PSI NON SHRINK 6" LAPPED AND TAPED ���\�f�� �c1 _` p TREATED SOIL 6 MIL. V.B. OVER \�\���,!\�\ POUR CONC. KEY ABOVE 1 , w '.a �T UNDISTURBED TERMITE/��/��/�FILLED CELL (MIN.) CON T REINF. U GROUT TO COMPLETELY TREATED SOIL \�������� ? PERFOOTING: FILL THE GAP BELOW BASE !yi ���� �BOTT. TO TOP OF IST SEE SCHED.. W1.4 X W1.4 -6/6 WWM ADD F T PER EVERY a PLATE BEFORE COLUMN ^ COURSE BLW. SPRING SCHEDULE w 12' OF STEP BEING P LOADED. \�������/o /\\ POINT OF ARCH F- MATCH THE co w USE EXPANSION BOLTS TO rT'� A\\V A \ \ NOTE: POURED T.OS DIAMETER AND LENGTH OF W �V�/�e �����V D CONC. COLUMN MAY THE H.STUDS IN SCHED. 8" SEE PLAN #4's-@ 8" O/C VERTICAL EON EITHER SIDE OF ARCH EACH FATHER 3 EXTERIOR BEARING WALL _ _ 1/4� 4" THICK CONC. SLAB W/ (1) t VER ULLY CAST CONCRETE ARCH DETAIL S4 SCALE: 3/4° _ 1' _ — LAYER OF r W1.4XW1.4-6/6WWM \V�\V��� #4's @ 8„ O/C HORIZONTAL �+ n _ — \��V�V�\���� t74 SCALE' 3/8 - 1 COMPACTED TERMITE I. (OVERLAPPED @PERIM) TREATED SOIL ' _ POOL WALL SEE. STEEL. COL SCH ID STEEL COLUMN SEE PLAN SEE PLA a , -Aft u REINFORCEMENT �1 FOR TOP PLATE AND FOR SIZE AND LOCATION AND THICKNESS ANCHORS SPECS, �-i 4 THICKENED SLAB @ RECESS-1 —1 wr ,.� OVA\\\AV\VAV� BY OTHERS. CONCRETE FILOLINGSTEELO COLUMN, - - 6" LAPPED AND TAPED ���: STL. BASE PLATE VD l SEE STRUCTURAL NOTES UNDER WEr SET IN SLAB POUR „ _ 6 MIL. V.B. OVER "STRUCTURAL STEEL" FOR MORE 1/4 SEE PLAN AND SCHEDULE J4. SCALE: 3/4 - 1 COMPACTED TERMITE INFO. FOR SIZE AN 1 \I—� 1.. �.I 1-� CONLREINF. 0 TREATED SOIL _ 7 SEE FOOTIN \� \ �/i TRANSVERSE REINF, JJ SEE PLAN FOR SIZE '� H \ o A , 9/A" FILLET WELD ALL AROUND AND SPACING - SEE SCHEb. SCHEDULE: /V�� %A V o \ AA �A� STL. COL. SEE PLAN FOR SEE PLAN FOR SIZE AND SPACING U w SIZE AND LOCATION W1.4 X W1.4 6/6 WWM e; - yyA \yA \ Vy\ y ORFIBERMESHCONCRETE D5R ECESSED INTERIOR STEEL COL. U 4' T.O.S _ SCAL'E:3/41, O SEE PLAN I lJ' J n% SCHED. SEE STEEL COLUMN SCHEDULE FOR — 1 MALE: LFOOTIN%' SVHEDULE" J-BOLTS OR HEADED STUDS DIAMETER I_I^_SAWCUT 25%THE DEPTH vAND SPACING, BASE PLATE DIMENSIONS.• •OF THE SLAB WITHIN 24 HRECESS PLATE FLUSH W/ SLAB OF CONCRETE POUR 3/4" = 1' FIELD WELD COL. TO BASE PL. CONT. REINF. III— I —III— PER FOOTING SCHEDULE j\�\\�i\��\\j\\\/ 8' MIN DEPTH 6 STL" COL. DET IL, ;\;\�,�, ✓,.✓\ r 8ry 54 SCALE: 3/8" = 1' 7 COLUMN: UP TO 5000 LB REACTION NOTE: CONTROL JOINTS/CONSTRUCTIONJOINTS CONTROLJ01NT - SHALL CREATE PANELS AS SHOWN IN a. CONCRETE OR GROUT jj S4 SCALE: 3/4" = 1' FILLED r PLAN VIEW ALTERNATIVE 1: 3 va" SHRINKAGE (SAWCUT) JOINT ,v16"DIA. Hoees aj a FOR 5/8"DIA. . • ,,: EMBE" . THROUGH BOLTS CONCRETE FOOTING U) 25% DEPTH OF SLAB PLASTIC U N OR BEAM - SEE F—n '_ : GARAGE DOOR J OR HARDBOARD PREFORMED & SCHED. 1 1/2"BLOCK RECESS ° - � a' 12" 12" FOR DIM. & REINFORCING STEEL #4 TRANFER BARS (ONLY IF REQUIRED 0 O STEEL COLUMN BY FOOTING SCHEDULE) I U PER SCHEDULE - x 4" THICK CONC. SLAB W/ (1) LAYER OF - L.I .� �� \�'/�/�/�/�\/ 0 Cd w W1.4 X W1.4 - 6/6 WWM (OVERLAPPED @PERIM) REINFORCEMENT I IPLAN w //�\/\�\\\ i /��\/�/��\ " - ~ v PER FOOTING SCHEDULE I I w C� a RSPER - ....PAVERS CONTROLJOINT SCHEDULE. T I NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS • 1 O O CONNECTO STEEL COLUMN PAVERS a , - SEE PLAN SHALL CREATE PANELS AS SHOWN IN „I Q PLAN VIEW O o ALTERNATIVE 2: fV STEEL PLATE GRADE _ SHRINKAGE (PREFORMED) JOINT SCHEDULE ,.. I I J'� a I � PER STEEL COLUMN � I I �� • • 6" LAPPED AND TAPED _ •° p •� COO -. .SCHEDULE , i " 1 6 MIL: V.B. OVER o "- ,J J COMPACTED TERMITE SHRINKAGE JOINT (SELECT ONE �- : TREATED SOIL FOOTING SCHEDULE H CONT. REINF. `1 _ -I 3/8" STL. PLATE PER FOOTING SEE SCHED. 11. OF THE TWO SHOWN ��� SIDE VIEW.`. SCHEDULE - -- - 9 EXTERIOR DOOR RECESS ZNSCALE. ONO FTG. GARAGE DOORscA E: 3/16° = 1'OVSCA CCENTRIC BASE PLATE S4 SCALE: 3/4" = 1' 3/4" = 1' LE:1-1/2" = 1' 13/16" DIA. HOLES z FOR 3/4" DIA ANCHORS 3" MIN. CONC. EDGE t CORNER BARS TO MATCH FOOTING CONCRETE OR GROUT z ? REINFORCING d. FILLED CMU 3/4" DIA. HILTI "HAS" "'� `•'•� � "�'''" z REINFORCED FILLED CELL 1 THREADED ROD, g SEE PLAN FOR SIZE AND SPACING. 12 1z' - DRILL 13/16" DIA. x 6" AND w a END WITH ACI 90 DEGREE HOOKS z �� 70b No. '1311136 4" THICK CONC. SLAB W/ (1) w � EPDXY IN- 0 w PLACE WITH HILTI HY150 LAYER OF W 1.4 X W1.4 - 6/6 �.. CONNECTORS PER ' WWM (OVERLAPPED @PERIM) IL STEEL COLUMN - O EPDXY iv r SCHEDULE. 'IN... 1/4" STL PLATE U.N.O. rn 0 I� STEEL PLATE W TYP. 9 GAUGE HORIZONTAL SEE STEEL COLUMN p SEE PLA _ — — — — — SCHEDULEPOR w REINFORCEMENT THICKNESS x 2 PLY =W= 3 e" EVERY OTHER COURSE 0 2 (LADDERTYPE m _ W+q 3PLY W=5%e' U O O 5 4 PLY -W= 7Y„ 6 MIL. V.B.OVER W., 8"x8"x16" CONCRETE CORNER COMPACTED TERMITE '_� • MASONRY UNITS FRONT VIEW TOP VIEW FIRM �� 3379 TREATED SOIL SCHEDULE TRANSVERSE REINF. - 1 CONT. REINF. T"'F "' v " x^ SEE PLANFORBIZE TYPICAL MONOLITHIC y ` SEE PLAN FOR SIZE vii SEE SCHED. AND SPACING AND SPACING �16 FOOTING INTERSECTION 17 GIRDER BUCKET DETAIL n CMU TYPICAL 15 STEEL PLATE DETAIL \S4 SCALE: 3/8" = 1' S4 SCALE: 1-1/2" := 1' ZUALE EP DOWN AT EXTERIOR DOOR e14REINFORCEMENT DETAIL S4 SCALE: 1-1/2" = 1: 3/4" = 1' SCALE: N.T.S. BOCC REVISIONS I BY 4'-4" O ' 3 No 72479 '. .�.. --80 �f -- - - - - KA STALE OF 7z] i v N A - ROOF WIND ZONE DIAGRAM ' ZONE 1: -45.90 PSF 0 i 10 ZONE 2 -76.89 PSF O ZONE 3 : -114.99 PSF A -ZONE : 4.32 FEET , � 2 q y I V 10 1/ 3 v a 3 v 1 WIND ZONE PRESSURE DIAGRAM 20' :. 32 9 NOTE: THIS DETAIL IS ONLY INTENDED FOR THE MINIMUM FASTENING OF THE FRAME THROUGH THE BUCK, INTO NOTE: THIS DETAIL IS ONLY THE CONCRETE SUBSTRATE. INTENDED FORTH E ACTUAL FASTENERS TO BE FASTENING OF THE FRAME INSTALLED PER PRODUCT THROUGH THE BUCK, INTO APPROVAL. ACTUAL FINISHING THE CONCRETE SUBSTRATE. MATERIALS AND SHAPES PER ACTUAL FINISHING MATERIALS ARCHITECTURALS. AND SHAPES PER ARCHITECTURALS. FRAME ATTACHED TO 2x ` BUCK PER NOA'S �Q SPECIFICATIONS. U DOOR w W V r. 9 w O - �.� BRICK .MOLD a WOOD BUCK ATTACH TO i STUCCO CONC. W/ 1/4" DIA. X 1 3/4" EMBED @ 12" O/C, 6" E.E. PROVIDE MIN 2 1/4" MASONRY EDGE DISTANCE OR BUCKDETAIL VSCOA LEN.T.S 6 S5 ZONE A: NAILING SCHEDULE (NON -BLOCKED DIAPHRAGM) QA B BUILDING BOUNDARY 10d @ 4" O/C ALL OHTER PLYWOOD EDGES 10d @ 4' O/C B __ ' FIELD 10d @ 6" O/C 0 XZONE B: NAILING SCHEDULE (BLOCKED DIAPHRAGM) B BUILDING BOUNDARY 10d @ 4" 010 ALL OHTER PLYWOOD EDGES tOd @.4"O/C FIELD 10d @ 6" O/C (V B � B / � 44 _ / "� OCKING DETAIL 2 PLYWOOD BL NOTE: SEE PLYWOOD NAILING DETAIL FOR S5 2°=1' 0' 5' 10' 20' A VIEW SHOWING THE WOOD BLOCK FOR THE PLYWOOD JOINTS AND HOW IT IS ATTACHED. ALL NAILS TO BE RING SHARK. WOOD SCREW ATTACHMENT SPACED PER I PRODUCT APPROVAL 1/4" X 3 1/4" PHILLIPS HEAD TAPCONS AT 12" O/C 4" FROM CORNERS P.T. 2x STRUCTURAL BUCK RUCTURAL BUCK DETAIL SCALE:N.T.S. 0 p 0 O y 180 DEG ACI STANDARD HOOK w w F ON ALL SLAB TOP BARS ? ,x HORIZONTAL LADDER TYPE @ SLAB ENDS. TYP. of > 0� w REINFORCEMENT TO BE INTERRUPTED O ACROSS CONTROL JOINT. U O " PREMOLDED JOINT FILLER 025 Ln w U w U PRE -NOTCHED CONC MASONRY BLOCK. TYPICAL @ CONTROL JOINT LOCATION ' L L J LJjLJ LJ LJ LJLJ LJS „ COV r� a D: "MIN O TYPICAL VERTICAL REINF @ E LU z - - EACH SIDE OF CONTROL ' JOINT IN SOLID GROUTED - EXTEND ALL BOTTOM ¢ u� LOCATE A VERTICAL CONTROL JOINT AT A CELLS BARS INTO SUPPORMTw p w SPACING EQUAL TO DOUBLE THE HEIGHT OF 6" MIN X X > w THE CMU WALL, BUT NOT TO EXCEED 30FT ON Z > U OU CENTER. Q ¢ w w m. J ¢ K p U wp- Udim 10 MAN WALL SHRINKAGE TEMPERATURE BARS BAR SPACING - TYPICAL SIMPLE' P N SLAB ., S5 ONTROL JOINT - 11 REINFORCING D T IL SJ SCALE: N.T.S. FASTEN GARAGE BUCK PER PRODUCT NOA, MINIMUM WITH 1/4"X3-1/4" TAPCONS @ 8" O/C STAGGERED, 4" EACH END. PROVIDE V DIAMETER WASHERS ON TAPCON. MINIMUM GARAGE EDGE DISTANCE TO CONCRETE OF 2" DOOR �P.T, 2x6 WOOD CASING ❑1:1 (TMP )NC. BLOCK STUCCO FINISH FILLED CELL OR POURED COL. (SEE PLAN) 7 GARAGE BUCK DETAIL S5 SCALE:N.T.S. VARIES VERTICAL REINF-� PER COLUMN SCHED LAP SPLICE- : 48 BAR DIAMETERS #9 LADDER TYPE CMU HORIZONTAL JOINT REINF. SHALL EXTEND. INTO CONCRETE COLUMN A MINIMUM OF 6" (TYP. AT ALL LOCATIONS) V CONCRETE COLUMN SCALE: 3/4" = 1' LL 0 3/15/2019 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" 0/0 4" FROM CORNERS P.T. 1x 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. NON - STRUCTURAL BUCK SCALE:N.T.S. PROJECT CLASSIC Structural Engineering 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# FARID@PROJECTCLASSIC.COM 4759 WINDOW PLAN BUCK, SEE BUCK DETAIL 1 MIN. 8"x8" POURED CONC. SILL w/ 7VI7 UP TO12' OPENING WIDTH: (1) #5 CENTERED UP TO 15OPENING WIDTH: (2) #5 AS SHOWN MIN. 8"x12" POURED CONC. SILL w/ UP TO 19' OPENING WIDTH: (2) #5 TOP & BOT V CONC. WINDOW 4 SILL DETAIL 55 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. Lij N LL U w ? N _ CONCRETE BEAM PER m _ w 2 FRAMING PLANS (REINF. NOT z SHOWN FOR CLARITY). BEAM LU LU #8 POURED MONOLITHIC WITH °z COLUMN. Y ¢ #5 - Or cc =0 6 v w 4„ a. N — t Ul 0 #4 #7 N OL SCHED #3 TIES SEE COL SEE COL SCHED. SECTION CUT SCHED. M d' `Q t`t #3 A01 STD. HOOK d #6 AL-IONEDW/ g ` FOOTING ¢ �a BOTTOM REINF. o m w "� co 3 in m Ct7N _mL177, pry w v CONC. COL. 8 ANCHORAGE. 9 CI STANDARD_ HOOKSLU SEE FOUNDATION ELEVATION v PLAN FOR FOOTING TYPE SS.. SCALE: 1 /2" = 1' S5 SCALE: 1 /2" = 1' (GRADE BEAM, MONOLITHIC `�' 90 DEGREE ACI STANDARD HOOK ON ALL TOP BARS @ BEAM END TO EXTERIOR FACE OF STD. HOOK 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 ASPLICE IS REQUIRED). SEC. A -A 6" MIN INTO SUPPORTS STIRRUPS W A 1-1/2" CLEAR CONC COVER O TO THE TIES ON ALL U L1=CLEARSPAN ELEVATED BEAMS w 3" CLEAR CONC COVER —TERMINATE (1) BOTTOM BAR WITH U ON ALL GRADE BEAM SIDES CAST AGAINST SOIL 90 DEG. ACI STANDARD HOOK % 13 TYPICAL MULTI SPAN BEAM REINFORCING DETAIL \S5� SCALE: N.T.S. No.1311136 5 (ff ,, STRUCTURAL NOTES CONCRETE REINFORCEMENT (ACI 318-11, 315, LRFD) REINFORCEMENT IN STRUCTURAL SLABS SHALL BE INSTALLED TEMPERATURE R CONTINUOUSLY (WITHOUT G .BREAKS OR INTERRUPTIONS) IN ALL AREAS OF THE SLAB AND RUNS ERPE DICULAR TO THE MAIN GENERAL i OVERLAP TEMPERATURE BARS WHERE NEEDED A MIN OF 24" REINFORCEMENT O ALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKE PRECEDENCE OVER STRUCTURAL ITEMS IN OTHER TRADES' PLANS . CONCRETE REINFORCEMENT BARS, STIRRUPS AND TIES SHALL BE IN ACCORDANCE WITH ASTM A-615 GRADE MINIMUM CONCRETE SPECIAL ITEMS SUCH AS U 'PLAN ADDRESSING SP C NOTES IN OTHER TRADES S A EXCEPTION. O ES T BE WED 60 . REINFORCING BARS THAT ACT AS LAP DOWELS AND ARE O L E ) TO STRUCTURAL STEEL SHALL TO _ STRENGTH FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN. CONFORM TO ASTM A-706 (GRADE 60). REINFORCING BARS CONTAINING A COAT OF RUST SHALL BE ALLOWED. ACI HOOKSTO BE PROVIDED FOR ALL REQUIRED CONDITIONS PER DETAILS PRESENTED IN THIS PROJECT. REQUEST FOR INFORMATION PLEASE USE HAND SKETCHES AND OTHER VISUAL/WRITTEN METHODS TO COMMUNICATE A CONSTRUCTION I FIELD WATER IS NOT PERMITTED TO BE ADDED TO THE CONCRETE MIX. QUESTION. SEND TO US VIA EMAIL OR FAX. ALL EXTERIOR SLAB REBAR SHALL BE SEPARATED BY PLASTIC CHAIRS FROM A NY CONCRETE FACES. II. WELDED REINFORCEMENT SHALL CONFORM TO AWS DI A OR BE ASTM A706 GRADE 60. CONTRACTING NOTES ANCHOR EMBEDMENT LENGTH INCLUDE STRUCTURAL CONCRETE ONLY (DOEE NOT INCLUDE STUCCO). • THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BID A 1% ADDITIONAL (BASED ON THE TOTAL AMOUNT ALL CONCRETE SURFACES TO BE KEPT IN A MOIST CONDITION FOR 7 DAYS AFTER POUR. OF THE SHELL BID) AS AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT, CONCRETE, WOOD, STRAPPING, FORMWORK; STRUCTURAL STEEL PARTS, WELDING, CONNECTORS, SAWCUTTING OR CONCRETE COVER SHOULD BE AS FOLLOWS UNLESS NOTED OTHERWISE: GRINDING CONCRETE AND ITS ASSOCIATED LABOR. SAID ALLOWANCE SHALL BE USED FOR REWORKS REQUIRED BY THE INSPECTOR OR ENGINEER IN ORDER TO ENSURE THE INTEGRITY OF THE STRUCTURE, CONCRETE PLACED DIRECTLY IN CONTACT WITH GROUND: PROPERLY CONSTRUCT THE SHELL AND CORRECT ANY MISINTERPRETATIONS OR INCONSISTENCIES IN ALL BAR SIZES T THE PLAN VIEWS, NOTES AND DETAILS. FACE OF CONCRETE ELEMENT EXPOSED TO WEATHER OR GROUND AFTER FORM REMOVAL: . GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEY #5 BARS OR SMALLER 1-1/2" INTERACT WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADE ALL OTHER BAR SIZES 2" COORDINATION HAS BEEN PERFORMED THIS OFFICE SHALL BE CONTACTED IN CASE THE CONTRACTOR FACE OF CONCRETE ELEMENT NOT EXPOSED TO WEATHER OR GROUND FINDS MISSING AMBIGUOUS, UNCLEAR OR CONFLICTING INFORMATION. SLABS, CAST IN PLACE WALLS 1 . THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED AND SEALED BEAMS AND COLUMNS 1.1/2" STRUCTURAL PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS. ALL OPENINGS BELOW 60'-0" TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS COLUMN AND FILLED CELL LAP SPLICES SHALL BE 48 BAR DIAMETERS. • "' GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY. THE CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 1% AMOUNT OF REBAR TO BE USED AT THE DISCRETION • CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY M EMBERS I N STRENGTHEN ANY CONDITIONS FOUND TO BE L INSPECTOR IN ORDER TO RECTIFY OR G OF THE S EXCESS OF THEIR CAPACITY. CRITICAL DURING CONSTRUCTION. • THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURAL PLANS. IDENTIFY THE LO AT HER TRADES PLANS SHALL BE VERIFIED TO C 10 ALL OTHER OF DEPRESSIONS RECESSES PIPES, PENETRATIONS, SLEEVES, ETC. PROJECT SPECIFIC CODES USED: ALL FRESH CONCRETE TO EXISTING CONCRETE CONTACT FACES SHAL HAVE AN APPROVED FRESH DE 2 17. PER BUILDING CO 0 ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNEDCONCRETE EPDXY BONDING AGENT APPLIED AS PER THE MANUFACTURER'S PECIFICATIONS. THIS IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTING ITEMS). ALL FORMS SHALL BE CLEANED WITH COMPRESSED AIR IN ORDER TO REMOVE ANY DIRT; LAITANCE, DEBRIS, PROJECT PLANS. DETAILS &ARCHITECTURAL BACKGROUNDS ETC, PRIOR TO THE PLACEMENT OF ANY CONCRETE. ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED. DETAILS T REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKE PRECEDENCE IN ALL THAT R ANCHORING SPECIFICATIONS CONFLICTING ITEMS. KWI CONCRETE SCREWS SHALL BE HILTI K-CON II NOA#12-0625.05 ( ) ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS, PARTITION EXPANSION BOLTS SHALL HAVE A LENGTH IDENTIFYING LABEL AND BE HILTI KWIK BOLT 3 OR EQUAL. LOCATIONS, ETC) HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY, REFER TO THE DIN TRADE'S PLANS FOR FINAL LA OU S AND DETAILS. CORRESPONDING LAYOUTS NOMINAL AND TRUE THICKNESS MEMBERS e DONOT USA SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THE DIMENSION THE FOLLOWING ARE MEMBERS IN WHICH THE NOTED THICKNESS AND WIDTH - 'IN PLAN AND SCHEDULE IS NEEDED IS UNAVAILABLE, PLEASE CONTACT THIS OFFICE NE INTENDED TO BE THE EXACT MEASUREMENT OF THE ACTUAL BUILT MEMBERS. ALL CONCRETE SLABS GRAVITY LOADING (ASCE 7-10 CHAPTER, TABLE C3-1 & C3-2) . INTERIOR CONCRETE BEAMS AND COLUMNS SEE GRAVITY LOADING CHART FOR DESIGN LOADS. . FOOTINGS, GRADE BEAMS AND PILES REQUEST ACTUAL PRODUCT CUT SHEETS FROM SUPPLIERS FOR ANY EQUIPMENT HEAVIER THAN 200 LB. STRUCTURAL STEEL MEMBERS (COLUMNS, BEAMS AND CONNECTION MEMBERS) -SPECIALTY ENGINEERS MUST CONSIDER THE MINIMUM SERVICE WEIGHTS FOR THE FOLLOWING, HOWEVER THE ACTUAL CUT SHEET GOVERNS: THE FOLLOWING MEMBERS HAVE THEIR NOMINAL DIMENSIONS NOTED AND THE ACTUAL DIMENSION VARIES: POOL TABLE = 1 500 LB CONCRETE COLUMNS AND TIE BEAMS IN -LINE WITH MASONRY WALLS, WHERE THE COLUMN THICKNESS BATH TUB = 600 LB. SHALL MATCH THE WALL NET THICKNESS. SAFE DEPOSIT BOXES = 2000 LB DRESSED LUMBER FISH TANKS = VARY CONSIDERABLY, 4000 LB. AID COMPRESSORS = 500 LB. STAIRS - ONE AND TWO FAMILY RESIDENCES GENERATORS = 3000 LB. DESIGN LIVE LOAD=40PSF WIND LOADING (ASCE 7-10) WIND SPEED=170 MPH (3 SECOND GUST) HANDRAILS AND GUARDRAILS EXPOSURE = D a BUILDING TYPE= ENCLOSED, RIGID TO BE DESIGNED ACCORDING TO ASCE 7-10 SECTION 4.5.1: ABLE TO RESIST MOST STRINGENT OF LINEAR LOAD - MRH= 28.10 OF 50 LB/FT OR 200 LB, APPLIED IN ANY DIRECTION AT THE TOP. INTERMEDIATE PICKETS TO BE ABLE TO RESIST = STRUCTURE CATEGORY -JI SINGLE POINT LOAD OF 50 LB. ASNG O R DESIGNING THE KD=0.85 - EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE7-10 HAVE BEEN USED FOR VARIOUS STRUCTURAL ELEMENTS IN THIS PROJECT. INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FOR A UNIFORM HORIZONTAL INTERNAL PRESSURE COEFFICIENT=+/- 0.18 LOAD OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY OPENINGS IN THE GUARD, OF WHICH THEY ARE A PART WITHOUT RESTRICTION 3 COMPONENTS &CLADDING DESIGN WIND PRESSURES: BY DEFLECTION. REACTIONS RESULTING FROM THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN R4403.3.6.1 IN DESIGNING THE MAIN SUPPORTING MEMBERS OF GUARDS. r WALLS: +12'-0" ZONE.4=+45.94 PSF, -5028 PSF ABRUPT DIFFERENCES IN AND AROUND BUILDINGS WHERE THE WALKING SURFACE HEIGHTS EXCEEDING 30" ZONE 5 =+4594 PSF-5807 PSF ., . SHALL BE PROVIDED WITH SAFEGUARDS NOT LESS THAN 42" IN HEIGHT. WALLS: +13'-0" SAFEGUARDS MAY BE OMITTED ON DOCKS, SEAWALLS AND DECORATIVE FOUNDAINS WHERE THE LOWER ZONE 4 = +45.41 PSF, 49.75 PSF LEVEL IS THE WATER SURFACE. ZONE 5=+46.41. PSF,-57.01.PSF ROOF: SEE ROOF WIND ZONE PRESSURE DIAGRAM FOR ZONE LAYOUT, SIZE AND PRESSURE. SAFEGUARDS IN AND AROUND BUILDINGS OF GROUP R OCCUPANCIES SHALL PROVIDE PROTECTION FOR CHILDREN. BY PROVIDING ADDITIONAL RAILS, VERTICAL PICKETS OR AN ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECT A4-INCH (102 MM) DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL DEFLECTION DESIGN CRITERIA FILLERS TO HAVE INDIVIDUAL OPENINGS NOT EXCEEDING 64 SQUARE INCHES i(413 CM2) IN AREA ALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED AND SHALL BE DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR: WHERE A BALUSTRADE IS USED TO COMPLY WITH THE REQUIREMENTS OF THIS PARAGRAPH, THE MAXIMUM 11 TOTAL LOAD: SPAN / 240 CLEARANCE BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE AND THE. ADJACENT SURFACE SHALL NOT • REINFORCED CONCRETE ELEMENTS: LIVE LOAD + LONGTERM SPAN / 360 EXCEED 2.INCHES (51 MM). FOR SAFEGUARDS ON STAIRS, THE 2-INCH (51 MM) CLEARANCE SHALL BE • WALL / MULLIONS: L / 175 MEASURED FROM THE BOTTOM RAIL OF THE BALUSTRADE TO A LINE PASSING THROUGH THE TREAD NOSINGS. • OTHER ELEMENTS. LIVE LOAD: SPAN /480 LIVE: L/240 TOTAL: LI180 PERFBC TABLE 1604.3 ROOF MEMBERS SUPPORTING NO N PLASTER CEILINGS. LI LAMINATED. GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, IF TESTED BY AN ACCREDITED LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND SHALLOW FOUNDATION (SOIL PRESSURE:ASD FOOTING DESIGN: LRFD) KINETIC ENERGY IMPACT LOADING CONDITIONS. P BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF. PRESCRIBED AREAS ALL OCCUPANCIES FROM WHICH THE PUBLIC IS EXCLUDED REQUIRING SUCH PROTECTION. MAY BE SITE PREPARATION (ANY DE-MUCKING,DE-WATERING, PRE -CONSOLIDATION, COMPACTION, TESTING OR ANY OTHER PROCEDURE, PRECAUTION OR RECOMMENDATION, AS OUTLINED IN THE SOILS PROVIDED WITH VERTICAL BARRIERS HAVING A SINGLE RAIL MIDWAY BETWEEN A TOP RAIL AND THE WALKING REPORT) TO BE PERFORMED PER SOILS AND SUBSURFACE INVESTIGATION: SURFACE. KELLER, SCHLEICHER & MAC WILLIAM ENGINEERING AND TESTING,INC. (MAYO 18,2016) INTERIOR PARTITIONS DESIGNED TO RESIST A FC B R4403.7.7 PERMANENT FULL -HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE TOP OF EXTERIOR FOOTINGS SHALL BE MINIMUM 12" BELOW FINISHED GRADE LATERAL LIVE LOAD NOT LESS THAN 5 POUNDS PER SQUARE FOOT 239 PA SHEATHED WITH LATH AND � ) AND IF S PRECAUTIONS TO BE TAKEN PRIOR TO EXCAVATING BESIDE OR UNDERNEATH EXISTING STRUCTURES. PLASTER, DEFLECTION AT THIS LOAD SHALL NOT EXCEED U360. WHERE ADJACENT TO RETAINING WALLS OR POOL WALLS, BASE OF FOOTINGS SHALL BE DEEP ENOUGH A§ To BE LEVEL WITH THE FOOTING/BASEOF THE ADJACENT RETAINING WALIJPOOL. I L ALL ISOLATED FOOTINGS ARE INTENDED TO BE CENTERED WITH THE COLUMN THEY SUPPORT, U.N.O. CONSTRUCTION IN PELT VERIFY ANLJ/� R BY THE CONTRACTOR TO SUPERVISE,S THE SOILS ENGINEER SHALL BE RETAINED � A CONTROL AND CONSTRUCTION JOINT LAYOUT SHALL BE PROPOSED BY THE GENERAL CONTRACTOR FOR CORRECT AN SOILS CONDITIONS NECESSARY TO ACHIEVE THE SUPPORT OF THE PROPOSED STRUCTURE: AOR Y D BY REVIEW BY THIS OFFICE. ALL INTERMEDIATE STEEL COLUMNS SHALL BE ISOLATED BY JOINTS AS DEPICTED - THE CONTRACTOR SHALL DE -WATER THE SITE FOR FOOTING CONCRETE TO BE PLACED AGAINST DRY SOIL: INCLUDED,I THE LAB PANELS DELIMITED JOINTS) SHALL BE WITHIN THE RANGE OF 24 TO 36 TIMES THE THICKNESS OF THE CONCRETE SLAB. VIBRATORY COMPACTION EQUIPMENT WILL CAUSE VIBRATIONS THAT WILL TRAVEL TO NEIGHBOR.IMG - PROPERTIES AND CAUSE DAMAGE AND DISRUPTION. VIBRATION LEVELS SHALL BE MONITORED DUR'JIJG ELEVATOR OPERATIONS TO GUARANTEE A MAXIMUM WILL NOT BE EXCEEDED DEPENDING ON THE SENSITIVITY OF ADJACENT PROPERTIES. THE. CONTRACTOR SHALL CONSIDER PERFORMING A CONDITION SURVEY OF ELEVATOR WALL TO BE SOLID GROUTED. COORDINATE ELEVATOR PIT DEPTH WITH MANUFACTURER. ADJACENT PROPERTIES BEFORE AND AFTER. COMPACTION OPERATIONS IN CASE DAMAGES OCCUR THAT WILL NEED TO BE REPAIRED. DRAINAGE ALL EXTERIOR FLAT SURFACES SHALL BE SLOPED TO DRAINS AS SHOWN IN THE ARCHITECTURAL DRAWINGS. 3000 PSI CONCRETE (ACI 318-11, 315-08, LRFD) ALL ELEVATED ENCLOSED SURFACES SHALL BE PROVIDED WITH SCUPPERS PER ARCHITECTURALS. READY MIX CONCRETE TO ACHIEVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI FOR ALL STRUCTURAL ELEMENTS (INCLUDING, BUT NOT LIMITED TO FOOTINGS, SLABS, BEAMS, COLUMNS) UNLESS OTHERWISE WOOD (AF&PANDS 2012, ASD) NOTED ON THE STRUCTURAL PLANS. SLABS ON GRADE SHALL BE PERMITTED TO BE POURED WITH 2500 PSI STRUCTURAL SAWN LUMBER TO BE SOUTHERN PINE #2 WITH MAXIMUM MOISTURE CONTENT OF 19%.. CONCRETE. COMMON NAILS TO BE USED; U.N.O., (8d=0.131"0, 10d=0.148"0, 16d=0.162"0). SLABS ON GRADE SHALL BE REINFORCED WITH WELDED WIRE FABRIC: SHALL COMPLY WITH ASTM A-185. TIMBERS TO BE SOUTHERN PINE. LUMBER TO BE PRESSURE TREATED OR OTHERWISE SEPARATED WITH A MOISTURE. BARRIER (SUCH AS FABRIC SHALL BE PLACED }FROM THE TOP OF THE SLAB. LAPS SHALL BE 6"MIN,W W M SHALL BE OVERLAPPED FABRIABRI BUILDING PAPER OR GALVANIZED STEEL ANCHOR SEATS) FROM ANY CONCRETE SURFACES. IALL 30" AT PERIMETERS SOUTHERN PINE WOOD OR PLYWOOD EXPOSED TO THE EXTERIOR TO BE'PRESSURE TREATED. CONCRETE MIX SUBMITTALS SHALL DESCRIBE WHICH LOCATION iN THE STRUCTURE THE MIX IS TO BE PLACED. ALL WOOD PRODUCTS SHALL BE STAMPED WITH AN APPROPRIATE GRADE DESIGNATION. NO STAMPED MEMBER SHALL BE USED IF MEMBER HAS BECOME DEFECTIVE. CONCRETE PLACEMENT ALL BOLTS SHALL BE USED WITH A CORRESPONDING NUT AND WASHER. AC1347.2R-10, 4.5: NO WORKER SHALL BE ALLOWED DIRECTLY UNDER THE FORMS DURING CONCRETE FOR WOOD FRAMED WALLS, STAGGER THE TOP PLATE JOINT LOCATIONS 24" OR MORE. PLACEMENT. EXTERIOR STUDS MAY NOT BE NOTCHED MORE THAN 25% WHEN NEEDED TO ACCOMMODATE OTHER TRADES. CURING AGENTS USED ON ROOFS SHALL BE CHECKED FOR COMPATIBILITY WITH ROOFING MATERIALS. WOOD TRUSSES (PRE-ENGINEERED) BOND BEAM CHORD ABLE TO SUPPORT A SINGLE CONCENTRATED SERVICE LIVE LOAD OF 200LB ALONG ANY GENERAL CONTRACTOR IS TO VERIFY BEAM DEPTH &ELEVATIONS WITH ARCHITECTURAL PLANS & NOTIFY .BOTTOM PANEL POINT. TRUSS TOP CHORD ABLE TO SUPPORT 300 LB DUE TO MAINTENANCE WORKERS PER FBC TABLE ARCHITECT OF ANY DISCREPANCIES. COORDINATE MASONRY OPENINGS WITH WINDOW MANUFACTURER & 1607.1. ,4 N.O.A. FOR ARCHED BEAMS ADD (2) # VS DIAGONAL EACH END OF THE BEAM. ADD (1) EXTRA #5 DIAGONAL EACH SIDE STRUCTURAL PRE-ENGINEERED WOOD ROOF TRUSSES, GIRDERS AND ANY CONNECTIONS REQUIRED 'J. FOR EVERY 4" EXTRA WIDTH. - BETWEEN THEM ARE TO BE PROVIDED BY THE DELEGATED ENGINEER (REGISTERED IN FLORIDA) IN THE FORM BEAM DEPTHS ARE MINIMUM REQUIRED, ADD 2#5 MIDDLE FOR EVERY ADDITIONAL 12" OF DEPTH REQUIRED OF SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS FOR REVIEW BY THEENGINEEROF RECORD FOR GENERAL COMPLIANCE WITH INITIAL LAYOUT AND DESIGN PARAMETERS. TYPICAL BOND BEAM OVER WALLS TO BE (2) COURSES OF 8x8 KNOCK OUT BLOCK WITH LONGITUDINAL CONTINUOUS IN EACH COURSE. LAPS TO BE 30". USE (2) #5x30"x30" CORNER BARS AT EVERY CORNER, TRUSS AND GIRDER CONNECTIONS TO THE. MAIN STRUCTURE TO BE INSTALLED AS SHOWN BY FRAMING PLANS T-INTERSECTION OR VERTICAL TRANSITION. BY THE ENGINEER OF RECORD. FOR 12" AND 16" WIDE TIE BEAMS, INCREASE TOP AND BOTTOM LONGITUDINAL STEEL TO (3) # 5 TRUSSES TO BE DESIGNED BY THE DELEGATED ENGINEER USINGCOMPONENTS AND CLADDING PRESSURES. "PCL" REFERS TO PRECAST LINTEL MANUFACTURED BY CASTCRETE WITH NOA # 14-0903.03. USE 12" WIDE LINTEL FOR 12" THICK WALLS DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN TIES AT INTERMEDIATE AND END SUPPORT SPACING REFERS TO TIES TO EACH SIDE OF EACH INTERMEDIATE ACCORDANCE WITH THE FOLLOWING STANDARDS. COLUMN OR WALL SUPPORT BALANCE REFERS TO THE SPACING OF THE REMAINING TIES AFTER THE TIES AT EACH END HAVE BEEN DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES (ROOF)(TPI 85); DESIGN INSTALLED.IF NO END TIES SHOWN, USE BALANCE THROUGHOUT THE ENTIRE LENGTH OF THE BEAM. SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD ROOF TRUSSES (FLOOR)(PCT 80); BRACING GC TO VERIFY DEPTH OF BEAMS WITH WINDOW AND DOOR HEIGHTS. COORDINATE WITH GLAZING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT 76); HANDLING AND ERECTING WOOD MANUFACTURER. TRUSSES: COMMENTARY AND RECOMMENDATIONS (HIB-01). CONCRETE TESTING DRAFTSTOPPING SHALL BE INSTALLED AGAINST THE SIDE FACE OF WOOD TRUSSES PER THE BELOW QUALIFIED FIELD TESTING TECHNICIANS SHALL PREPARE SPECIMENS REQUIRED FOR CURING UNDER FIELD REQUIREMENTS. MATERIAL SHALL NOT BE LESS THAN 1/2" GYPSUM BOARD OR 3/8" PLYWOOD. CONDITIONS AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING SPECIMENS FOR FOR WOOD ROOF TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBC 717.4.3 SUCH THAT ANY HORIZONTAL LABORATORY STRENGTH TESTS.. AREA DOES NOT EXCEED 3000 SOFT. FOR WOOD FLOOR TRUSSES, DRAFTSTOPPING IS REQUIRED PER FBCR 30212. SUCH THAT ANY HORIZONTAL ACCOUNTING SEPARATELY FOR EACH CLASS OF CONCRETE AND EACH DAY, ONE TEST (CONSISTING OF AREA DOES NOT EXCEED I0005QFT, i BREAKING (2) 6"0 DIAMETER x 12" HIGH CONCRETE CYLINDER SAMPLES; MOLDED AS PER ASTM C31 AND TESTED PER ASTM C39) SHALL BE PERFORMED ACCORDING TO THE MOST FREQUENT OF: • ONCE A DAY ONCE EVERY 150 CUBIC YARDS • ONCE EVERY 5000 SQUARE FEET OF SLAB OR WALL SURFACE AREA ,11 , 7 OAY,.14 DAY AND 28 DAY TEST REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD - FOR REVIEW. THE CLIENT SHALL RETAIN A REPUTABLE TESTING COMPANY TO BE ON SITE AT THE TIMB OF CONCRETE POUR AND INDEPENDENTLY COLLECT CYLINDERS AND PERFORM COMPRESSIVE TESTING. IF LESS THAN 50 CUBIC YARDS ARE USED FOR A SINGLE CLASS OF CONCRETE, TESTING IS NOT REQUIRED IF SUFFICIENT EVIDENCE IS PROVIDED TO THE BUILDING OFFICIAL. ST RUCTURAL STEEL AISC LRFD CONTRACTOR SHALL RETAIN A STRUCTURAL STEEL FABRICATOR THAT WILL MODEL THE STEEL MEMBERS, THEIR GEOMETRY AND THE CONNECTIONS BETWEEN EACH IN ORDER IN A3D STRUCTURAL STEEL DETAILING PROGRAM IN ORDER TO GENERATE SHOP DRAWINGS SHOWING THE CONNECTIONS TO SCALE. THESE SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THIS OFFICE PRIOR TO FABRICATION. ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC _RFD 13TH EDITION.. STEEL BEAMS, C-CHANNELS AND MC -CHANNELS SHALL COMPLY WITH ASTM A992 (GRADE 50). STEEL RECTANGULAR / SQUARE COLUMN SECTIONS -ASTM A-500(Fy=46 KSI), GRADE B. STEEL CIRCULAR COLUMN SECTIONS -ASTM A-500(Fy=42 KSI), GRADE B. STEEL ANGLES AND S-SHAPES SHALL CONFORM TO ASTM A36. ALL STEEL BOLTS AND THREADED RODS, UNLESS NOTED. OTHERWISE ON THE PLANS TO BE. ASTM A307, GRADE A AND INSTALLED TO A SNUG TIGHT CONDITION (DEFINED AS BEING TIGHTENED BY THE FULL EFFORT OF A WORKER USING AREGULAR SPUD WRENCH). BOLT NUTS TO BE ASTM A563. ALL STRUCTURAL STEEL (NOT INCLUDING REBAR) TO HAVE A SHOP COAT OF. RUST INHIBITIVE PAINT. AFTER INSTALLATION A FIELD TOUCH UP SHALL BE APPLIED. UNLESS THE. JOBSITE IS FURTHER THAN 2 MILES FROM THE OCEAN, ANY STRUCTURAL STEEL THAT IS TO BE EXTERIOR TO THE BUILDING ENVELOPE SHALL BE HOT DIP GALVANIZED. ALL SHEAR STUDS SHALL BE TYPE B, ASTM A108 (Fu = 65 ksi) ALL CABLES SHALL BE STAINLESS STEEL 6x19 WIRE ROPE -TYPE 304, IN COMPLIANCE WITH ASCE19.10 PROVISIONS. DO NOT CUT THE TOP STEEL PLATES IN ORDER TO ALLOW CONCRETE FROM THE TIE BEAM TO FILL THE STEEL COLUMN. IF CONCRETE FILLED STEEL COLUMNS ARE REQUIRED BY THE STEEL COLUMN SCHEDULE OR THE ARCHITECT, THEY SHALL BE FILLED IN THE FABRICATING SHOP PRIOR TO PLATE WELDING. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES.. ALL STEEL. BEAM CONNECTIONS ARE INTENDED TO SIT DIRECTLY ON TOP OF TOP PLATES OF HOLLOW STEEL TUBE COLUMNS (NOT TO THE SIDE OF STEEL TUBE COLUMNS). DO NOT CUT TOP PLATES OF STEEL COLUMNS TO BE FILLED WITH GROUT. ALL STEEL BEAMS CONNECTIONS TO EMBED PLATES ON CONCRETE SHALL BE DONE AFTER CONCRETE HAS REACHED 70% OF THE SPECIFIED COMPRESSIVE STRENGTH (VERIFY WITH THE 7 DAY CONCRETE SPECIMEN BREAK RESULTS). DO NOT CUT THE HEADS OR NUTS OF ANY BOLTS THAT PROTRUDE PAST THE STEEL PLATES OF STEEL BUCKETS WITHOUT PRIOR CONSULTATION WITH THIS OFFICE. MASONRY (TMS402-1VACI 530/ASCE 5, ASD) THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/fMS 402-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. AND THE COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. MASONRY UNITS SHALL BE ASTM C-90 TYPE IIWITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS PER FBCR 606.4. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND U.O.N. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING. TO ASTM DESIGNATION A-615 GRADE 60. ALL CMU WALL UNDERGROUND SHOULD BE SOLID GROUTED ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR STRENGTH IS REQUIRED FOR THIS PROJECT. MORTAR MAY BE RE -TEMPERED WITH WATER TO REGAIN WORKABILITY FOR NO MORE THAN 2.5 HOURS AFTER INITIAL MIXING. GROUT SHALL BE A HIGH SLUMP MIX :(8"-11") IN ACCORDANCE WITH ASTM SPECIFICATION C476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. THIS REINFORCEMENT SHALL EXTEND MIN 4" INTO ALL CONCRETE COLUMNS. IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) ALL CONCRETE MASONRY, TIE BEAMS, TIE COLUMNS, ETC SHALL BE INSPECTED BY A REGISTERED ENGINEER BEFORE CONCRETE POUR. UPON INSPECTION APPROVAL, AN ENGINEERING SIGNED, SEALED AND DATED LETTER WILL BE PROVIDED TO THE GE NERAL CONTRACTOR AS REQUIRED BY THE AHJ. - NO PIPES OR CONDUITS ARE ALLOWED IN MASONRY CELLS CONTAINING A REINFORCING BAR. IN THE HIGH VELOCITY HURRICANE ZONE (BROWARD AND DADE COUNTIES) FOR REINFORCED UNIT MASONRY, MANDATORY INSPECTION. REQUIRES A LEVEL B QUALITY ASSURANCE PROGRAM AS DESCRIBED BY MSJC TABLE 4, WHICH STATES THE GENERAL CONTRACTOR SHALL PROVIDE TO THE INSPECTOR CERTIFICATES OF MATERIALS USED IN MASONRY CONSTRUCTION, SUCH AS MASONRY BLOCK COMPLYING WITH ASTM C90, THE MINIMUM NET COMPRESSIVE BLOCK STRENGTH OF 190OPSI AND THE GRADE OF STEEL DEFORMED REINFORCEMENT TO BE ASTM A615. THE SPECIAL INSPECTOR SHALL VERIFY GROUT SPACES, LADDER TYPE REINFORCEMENT, REINFORCEMENT DIAMETER AND LOCATIONS FOR WALLS, TIE BEAMS AND CONCRETE COLUMNS. • o® = X,10EN$Lc °•.� �: II �7: No724 , ,, ,0 iL I aI - w ? °° �1 .®A; Sr .° �I PROJECT CLASSIC %V RIO...•'°�®�a � Structural Engineering ,/,.A0I,VA�_ � , 3/15/2019 ABBREVIATION LEGEND ADDL - ADDITIONAL AS - ANCHOR BOLT ACI -AMERICAN CONCRETE INSTITUTE AISI - AMERICAN IRON AND STEEL INSTITUTE AISC -AMERICAN INSTITUTE OF STEEL CONSTRUCTION AL - ALUMINUM ASD ALLOWABLE STRESS DESIGN SAL -BALANCE, REMAINING SP - BASE PLATE BOT -BOTTOM CANT -CANTILEVERED CIP - CAST IN PLACE CL - CENTERLINE CLO CEILING CLR -CLEAR CONC -CONCRETE COL COLUMN CJ - CONTROL JOINT / CONSTRUCTION JOINT CONN. -CONNECTION CMU - CONCRETE MASONRY UNIT DBA - DEFORMED BAR ANCHOR DET - DETAIL DL-DEADLOAD DIA DIAMETER DIM -DIMENTION EA -EACH E.E. EACH END E.W. - EACH WAY EWTB -EACH WAY TOP AND BOTTOM EF -EACH FACE EJ - EXPANSION JOINT FBC C - FLORIDA BUILDING CODE FF FINISHED STRUCTURAL FLOOR ELEVATION FIR - FINISHED STRUCTURAL ROOF FNDN -FOUNDATION FRMNG - FRAMING ELEVATION FTG FOOTING GA -GAUGE GC GENERAL CONTRACTOR HS -HEADED STUD/NELSON STUD HC HOLLOWCORE HDG. - HOT DIPPED GALVANIZED HSS -HOLLOW STRUCTURAL SECTION KLF - 1000 PER LINEAR FOOT KO - KNOCK -OUT KSI - 1000 LB PER SQUARE INCH TIES P STAIR GEOMETRY - FBCR (RESIDENTIAL) CODE REQUIREMENTS SCHED R311.7.5 STAIR TREADS AND RISERS. — STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION ALL DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENTTREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE ER IDE OF THE NOSING OF THE TREAD R S THAN 3l8 INCH .RISE S SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0,51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A LW -LONG WAY LRFD - LOAD AND RESISTANCE FACTOR DESIGN LL - LIVE LOAD LLBB - STEEL ANGLES WITH LONG LEGS BACK TO BACK MCJ - MASONRY CONTROL JOINT MO - MASONRY OPENING MFR -MANUFACTURER MIN - MINIMUM MID - MIDDLE MISC -MISCELLANEOUS NTS' - NOT TO SCALE 0/C -ON CENTER SPACING OD - OUTSIDE DIAMETER PT - PRESSURE TREATED WOOD PSI - - i LB PER SQUARE INCH PSF - 1 LB PER SQUARE FOOT PLF - 1 LB PER LINEAR FOOT PL -PLATE R.S. . RING SHANK NAIL RC - REINFORCED CONCRETE REINF - REINFORCEMENT SDS. - SELF DRILLING SCREW STD -STANDARD SLBB - STEEL ANGLES WITH SHORT LEGS BACK TO BACK SCHED-SCHEDULE SJI - STEEL JOIST INSTITUTE SDI - STEEL DECK INSTITUTE SW -SHEAR WALL SW - SHORT WAY TON' - 2000 LB TYP -TYPICAL T/ - MEMBER'S TOP ELEVATION T/STRUCTURE - THE TOP ELEVATION OF THE CONCRETE SLAB, BEAM OR PLYWOOD. ARCHITECTURAL FINISHES ARE APPLIED ABOVE THIS ELEVATION. ' TS -TUBE STEEL (HOLLOW STRUCTURAL SECTION) TOS -TOP OF SLAB TOB. -TOP OF BEAM UNO - UNLESS NOTED OTHERWISE U= - UPLIFT VALUE IN LB VERT -VERTICAL VIE - VERIFY IN FIELD VB -VAPOR. BARRIER W/ -WITH WWF - WELDED WIRE FABRIC 0 -DIAMETER 1 KIP -.1000 LB ]R 6CHNI ULE �1 1 l vllV RmI C DC,.,l BEING CARRIED 1 1 j 4-INCH-DIAMETER SPHERE. EXCEPTION: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 MAIN CARRYING INCHES OR. LESS. CONCRETE BEAM R311.7.5.2 TREADS. - PROVIDE ADDITIONAL TIES AS THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY NEEDED TO HAVE A MINIMUM F.AD ADJACENT TREADS AND AT VERTICAL PLANES OF THE FOREMOST PROJECTION0 J BETWEEN THE C 0 F3 TIE S IN CLOSE THIS DETAIL TO BE USED NOTE. T S P WITHIN ANY FLIGHT OF ST IRS SHALL ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH ITHI G A PROXIMITY TO EACH SIDE OF PROXIMI IN LOCATIONS WHERE NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. THE BEAM BEING CARRIED. SPECIFICALLY REQUIRED BY THE FRAMING PLAN R311.7.5.2.1 WINDER TREADS. HE WINDER TREADS SHALL I HAVE MINIMUM TREAD DEPTH OF 10 INCHES MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE WALKLINE DEPTH F INCHES AT ANY POINT WITHIN THE CLEAR WIDTH WINDER TREADS SHALL HAVEAMINIMUM TREAD DEP O 6 2 BEAM TO BEAM ADDITIONAL. TILES OF THE STAIR. WITHIN ANY FLIGHT OF STAIRS, THE LARGEST WINDER TREAD DEPTH AT THE WALKLINE SHALL — --- -- ------ (86) NOT EXCEED THE SMALLEST WINDER TREAD BY MORE THAN 3/8 INCH. CONSISTENTLY SHAPED WINDERS AT SCALE: 3/4" — 1' THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS RECTANGULAR TREADS AND DO NOT HAVE TO BE WITHIN 318 INCH OF THE RECTANGULAR TREAD DEPTH. R311,7.5.3 NOSINGS THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1 114 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH BETWEEN TWO STORIES, INCLUDING THE NOSING AT THE LEVEL OF FLOORS AND LANDINGS. F BEVELING O NOSINGS SHALL NOT EXCEED 1/2 INCH. EXCEPTION: A NOSING IS NOT. REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES.: R311.7.5.4 EXTERIOR WOOD/PLASTIC COMPOSITE STAIR TREADS. WOOD/PLASTIC COMPOSITE STAIR TREADS SHALL COMPLY WITH THE PROVISIONS OF SECTION R507.3. R311.7.6 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF AQUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES. NOTE: COORDINATE WITH BOX OUT IN TYPICAL EXCEPTIONS: ARCHITECT FOR SPECIFIC TRUSS, ALIGNED WITHIN TRUSSES THAT REQUIRE SUBSEQUENT TRUSSES TO 1. A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, THIS BOX OUT ALLOW TOR THE PASSAGE INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE OF A STRAIGHT RUN OF AN z STAIRS. PRE-ENGINEERED WOOD AC RECTANGULAR DUCT. - 2. SEE SECTION R311.3 FROM EXTERIOR DOORS WHERE A STEP DOWN IS PROVIDED. TRUSSES, SEE APPROVED SHOP DRAWINGS. R311.7.7 STAIRWAY WALKING SURFACE. — THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERCENT SLOPE). ZZ Q SHOP DRAWINGS: (D z FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIES HAVE STAMPED AND: - Q� GENERAL CONTRACTOR HAS VERIFIED: ILL -FIELD DIMENSIONS -AS BUILT VARIATIONS WHICH MAYAFFECT CONNECTION DETAILS W a) -GENERAL COMPLIANCE WITH THE APPROVED PLANS • ARCHITECT HAS VERIFIED: -INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS, COFFERS, VAULTS 2'-6" AND ANY OTHER GEOMETRICAL CEILING FEATURES. -LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH -MINIMUM AREAS DESIGNATED FOR STORAGE SPACES.. -EXTERIOR WALL RECESSES 4 TYPICAL AL BOX OUT IN TRUSSES GENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNED AND - SEALED BY THE DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OF REVIEW, „ _ , S6 SCALE: 3/4 1 ADJUSTMENT AND RESUBMITTAL. SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THE DESIGN PARAMETERS SPECIFIED IN THESE PLANS BUT IN NO CASE LESS THAN THE MINIMUMS REQUIRED BY THE ABOVE MENTIONED CODES. DESIGN PARAMETERS USED AND ALL LOADS FROM SPECIALTY MEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE REVIEW PACKAGE. ATTACHMENT TO UNIT: — USE MANUFACTURER FASTENERS OR PROVIDE (2) #12-14SELF DRILLING SCREWS PER ANGLE ATTACHMENT TO SLAB: 3x3x1/4x3" LONG ANGLE WITH 1 1/2" DIAMETER X 3,5" EMBEDMENT HILTI KWIK BOLT III OR EQUIVALENT (TYP OF 8) s .G MIN. 2' SPACING BETWEEN UNITS (VERIFY W/ MANUFACTURER) r• FART°. ABUGATTAS, P.E. STRUCTURAL ENGINEER S TRAIL 7318 TEXAS SAIL BOCA RATON, FLORIDA 33487 PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM FARI D@PROJECTCLASSIC.COM CONCRETE SLAB_ PER FOUNDATION PLANS. DUIPMENT UNIT. I a aI/ ° IXX r6" MIN. OFFSET FROM SLAB (TYP) w 1 SLAB MOUNT EQUIPMENT UNIT S6 SCALE: 1 /211= 1' ATTACHING TO: -.WOOD RAFTERS: (4) #10 WOOD SCREWS `. -UNDERSIDE OF CONCRETE SLAB: (2) 1/4" x 2-1/4"TAPCONS - UNDERSIDE OF ANY PRE -STRESSED SYSTEM SUCH AS HOLLOWCORE (4) HILTI X-ANI (0.145" DIAMETER) WITH 314" MAXIMUM EMBEDMENT. 3-5/8"X 12" -UNDERSIDE OF HOLLOW LIGHT GAGE STEEL: LONG TRACK. (4) #10 SELF DRILLING SCREWS (# 3 POINT) I /I I ALL STEEL TO BE GALVANIZAZED G-90 3-5/8 STUDS (2)#10 SELF DRILLING SCREWS #3 POINT PLYWOOD AND DENSGLASS ATTACHMENT ---/ TO STEEL STUDS SHALL BE WITH: #10:SELF DRILLING SCREWS WITH 93 POINT @ 6" O/C. u EXTERIOR APPLI A OATIONS:GRID SPACING TO BE@16 O/C,20G INTERIOR APPLICATIONS :GRID SPACING TO BE@24"0/C,20GA 3 CEILING FRAMING DETAIL S68CALE: 3/4" = 1' 2X4 BLOCKING @ AT ALL PLYWOOD SEAMS, ATTACH W/ N 2- 16D TOE NAILS EACH END FLOOR TRUSSES AT 24" O.C. 2x4 BOTTOM --/ CHORD BRACING END W/(2)16d FOR NAILS. GIRDER FLOOR TRUSS PARALLEL e'5 TO GIRDER SCALE: 3/411 = 1' , , 6g''a 4. ,V.; REVISIONS I BY W U W Q 9 W P-11 C I ;a O o.1311136 z v FL-00I1105 FIRM AA003379 VERTICAL ALL EINFORCING w/ STD. ACI HOOK C REVISIONS BY DATE IN CONCRE E BEAMS. SEE PLAN FOR DIAMETER \\\\\ 1111 I / //,// 1 ARID AB U GATTAS P . B . 2X4 PT BLOCKING AND LOCAT ONS. 8" CMU WALL VERTICAL WALL REINF. DOWEL W/ STD. ACI `�� / MATCH ATTACH OCKINGWITH(1)1/4"x31/4"TAPCONS HOOK AT STEEL SEE PLAN ��Q®.�C'E�s°°�/ A STRUCTURAL ENGINEER BETWEEN EACH TRUSS.. I TRUSS ATTACH TO WALL WITH @ 12" O/C, 4" FROM EACH SIDE OF EACH TOP CHORD " BAR. LAP REBAR MIN 48 BAR DIA. F (2) 1/4" X 3 1/4" TAPCONS". 2X4 PT BLOCKING cn PITCH AT 16" O.C. SIMPSON H2 5A CLIP FULLY NAIL TO (2)2x8 P.T. BETWEEN EACH TRUSS. w a No 724 _ `` 7318 TEXAS TRAIL TOP OF BEAM LEDGER ATT CHED WITH: ATTACH TO WALL w /4 CDX T&G PLYWOOD, ATTACH WITH GLUE = 12 PER BEAM SCHEDULE -TRUSSES U TO 20' LONG: 3/4' Ox6" EMBEDMENT WITH (2) 1/4" X 3 1/4'. AND 10D RING SHANK NAILS @ 4" O/C AT - = BOCA RATON, FLORIDA 33487 _ PLANEL EDGES AND 6"O/C1N THE FIELD i �° PHONE: (954) 667 - 7803 FAX: (561) 665 - 5438 POWERS WEDGE BOLTS.@16" O/CSTAGGERED. TAPCONS AT 16' O.C. l�7 9 �'- ROOF -LONGER TRUSSES: (1)3/4"x6" EMBEDMENT PITCH POWERS WEDGE BOLTS. 6" TO EACH SIDE OF m 2X4 BLOCKING @ AT ALL ®`°°. F ° .PROJECT CLASSIC P.E. LICENSE # 72471, CA#29407 CONC. BEAM -SIZE 2X4 BLOCKING @ EACH TRUSSI. STAGGERED. VARIES. SEE w PLYWOOD SEAMS, ATTACH W/ 2- /// ...... •°• O\� ° ��® Structural Engineering WWW.PROJECTCLASSIC.COM PROJECT# PLYWOOD SEAMS, FRAMING SCHEDULE 16D TOE NAILS EACH END /a�® 3/15/2019 o u ATTACH PLAN FARID@PROJECTCLASSIC.COM 4759 CL TOE NAILS EACH END FRAMING F- 2x4 BLOCKING AT ALL U ~ PLYWOOD SEAMS, STRAP PER PLAN. LADDER TYPE = r CONC. BEAM - SIZE ATTACH W/ (2) 16D TOE SEE FRAMING PLAN FOR REINF. EVERY PRE-ENG. ROOF. TRUSSES @.24"O.C. x VARIES. _NAILS TO TOP CHORDS. TYPE. AND BRG. ELEV. OTHER COURSE SEE APPROVED SHOP DRAWINGS. w 0 SEE SCHEDULE PRE-ENGINEERED o 0 = Q PRE-ENGINEERED L2X4 PLAN FOR SIZE AND STEEL o v r TOP OF TIE BEAM PRE-ENGINEERED FLOOR TRUSSES GALVANIZED PER FRAMING PLANS: WOOD FLOOR @ 24" TRUSSES @ 24" O/C AT 24" O.C.CING STRAPS.SEE O/C TRUSSES. FRAMING PLANS #3 TIES @4" O/C ALONGIFt z FOR SCHEDULED 1 SLOPED PORTION. CONNECTORS. F--i PRE-ENGINEERED SIMPSON H2.5A CLIP FULLY NAIL TO w" CDX T&G PLYWOOD, ATTACH WITH GLUE AND P.T. 2X4 S.P.#2 WOOD- NEW SP#2 2X6 SIDE NAIL TO EACH a CLG-SEE ARCH (2)2x8 P.T. LEDGER ATTACHED WITH: o qo ° (2) #5's VERTICAL TRUSSES @24" 0/C - LEDGER w/ 1AN3-1/4" TAPCONS wD RING SHANK NAILS @ 4" O/C AT PLANEL EDGES ROOF TRUSS W/ 8d @ 4" O/C @ HOOK INTO TIE BEAM -TRUSSES UP TO 32' LONGs3/4" 0x6" D 6" O/C IN THE FIELD ° AND ELEVATED BEAM. 2x4 BOTTOM CHORD CING. (2) 2x8 SP#2 P.T. WOOD LEDGER: EMBEDMENT POWERS WEDGE @ 12" O/C STAGGERED. ¢ EACH CONTACT POINT. ^^ 10' O/CWITH 20' RESTRAINT. -TRUSSES UP TO 20' LONG: W/ 3/4"0x6" EMBED BOLTS @16" O/CSTAGGERED. 'EXTEND +q'•p° INTO THE TRUSS TERMINATE TO 2x4 x16" LONG POWERS'. WEDGE BOLT @ 16" O/C STAGGERED. -LONGER TRUSSES: (1)3/4"x6" RE -ADJUST DRILL LOCATION BLOCKING @ AT ALL NAILER W/ (1) 1/4" x 3 1/4" LONGED TRUSSES: W/ 3/4" Ox6"EMBED EMBEDMENT POWERS WEDGE TO AVOID CUTTING ANY REBAR. mYWOOD SEAMS, ATTACH W/ 2-_TAPCON 4" EACH SIDE OF EACH POWERS WEDGE BOLT@ 6" TO EACH SIDE OF BOLTS. 6' TO EACH SIDE OF EACH D TOE NAILS EACH END o V III 4TA PERED BEAM 3 FARING FLOOR& ROOF PLAN TRUSS EACH TRUSS. TRUSS. STAGGERED. FRAMIN2 ARALLEL FLOOR AND ROOF .1/2"0 LAG BOLTS,4" PENETRATIONCALE: 1" = 1' 57 SCALE: 3/4" = 1' X S� SCALE: 3/4" = 1' PRE-ENGINEERED FLOOR TRUSSES DIMENSIONS AND REINFORCING _ C.C. NG - a, " I CONCRETE BEAM SEE PLAN AT 24" AND SECTION FOR Hi 1, 8„ 518"1 SIMPSON CJT 4 1 8 EMBEDMENT ' H `I rLE T. 2x4 S P#2 WOOD. DGERw/ 1/4 x3-1/4" TAPCONS SIMPSON TITEN HDIPCOLUMN,SEELAN DATION`_N12" O/C STAGGERED.. ',I 5x6 @ 25" O/C r } W1.4 X W1.4 - 6/6 WWM CONT. 4x6OVER Z �-(v in - WOOD BRACKETS F� RA FLOOR TRUSS 11 I OILPERPENDICULAR CMU 4"P5/8"E LAG BOLTS, : U T.O.S �, p 4X12 BRACKET PENETRATION SEE PLAN , I' III 11;"1�� lit If� �f ! I;(� _ . • ':' I / IW�i �" ti t11 it l,��,,' `./ BEHIND (�] 4 TO TIE BEAM 5 SECTION „ „ O 6" LAPPED AND TAPED _ - EMBEDMENT ME " '' .. " - � � EMBEDMENT x 6 MIL. V.B. OVER — SCALE. 3/4 — 1 " — SCALE. 3/4 — 1 - S 7 S 7 SIMPSON TITEN HD : COMPACTED TERMITE. " • • • • TREATED SOIL 1'-8" _ CONT. REINF. �7 PER FOOTING SEE 4X4 w/ 5/8" EXP. SCHEDULE �[_�:_�-I I.1__ __�_i--=�f 8 CONC.COLUMN C2 N 7 CONC.COLUMN C1 7 BOLTS@12"O/Ca 6 SECT O `' S SCALE: 1-1/2' = 1' S7 SCALE: 1-1/2" = 1' \ W, S7 SCALE: 3/4" = 1' NOTE: REFER TOi ARCHITECTURALS FOR ALL FINISHES, �+ CURB LOCATIONS, "- OPENINGS AND .• 2.2X8 P.T. LEDGER ATTACHED WITH 5/8' DIAMETERX SHOWER GLASS DIMENSIONS. SINGLE OR DOUBLE FILLED. 5" EMBED SIMPSON TITEN HD Q 16" O/C OR OTHER PER " CELL REINF. SEE PLAN p`I STAGGERED, 4" FROM EACH END "`ii '\°{ • ARCHITECTURAL FOR SIZE', SPACING AND BAR I 3) 16d END GRAIN LOCATION WITHIN CELL. +J l NAILS TO EACH CONTINUOUS. i REBAR � ' 2x12 EACH SIDE. #3X16"x16" CORNER 3/4' COX PLYWOOD (2)2x12 LANDING BEAM 1/2" " BARS �j rods@s"o/c. -' EXPANSION JOINT. •� , (1) SIMPSON HGA10 PER STRINGER:. " 'Q FIN. GRADE U SEE PLAN FLOORING PER ARCHITECTURAL P.T. 2x4 BLOCK ATTACHED SEE ARCH. a ° ° ,� Cd - W/(2) 16d TOE NAILS FR4NING — i ° FOR REINF. EACH SIDE. _e P ^" - 2x12 NOTCHED STRINGER T— COMPACTED ! k 2x12 NOTCHED STRINGER _ 2" MIN. (1) EACH SIDE, (2) AT MIDDLE — -- —' — �' C _. OF STAIR FLIGHT. (2) AT MIDDLE ! _ , — �� FILL' PRE-ENGINEERED BEARING 'OF STAIR FLIGHT. ° `—T� ' s i"i • -r' }2„ OF STAIR FLIGHT. '\ F�OORTRUSSES —..: i-�1 O ..CLEAR MOISTURE BARRIER I ° °°:. a —T— .OVERLAP j VJ AT P4" O.C. ` ° ° I —ARCH ° f i4 ,, 2x6 BLOCKING AT 24' O/C COVER NAILED AT EACH END \ SIMPSON HUS28 \ 1 SIMPSON HGA10 ° ° °O' " ° ° I: WW.M.: MIN WITH (2) 16d TOE NAILS. \ ' O HANGER FELLY "„��,.. ° as 30' @PERIM, ' NAILED W/16 d's P.T. 2x4 BLOCK _ cifv (1) SIMPSON ( WOOD POST PER 2 16E TOE L ATTACHED 3/4 CDX PLYWOOD HUC28 PERSTRINGER. SEE APPROVED SHOP FRAMING PLAN 10d s@6"O/C �. TO GIRDER OR DRAWINGS FOR muss \ NAILS CONCRETE TO GIRDER CONNECTION. EACH SIDE 1 2 Ty P . S HOW ER C U R B .R BEAM. — CMU FILLED (1)SIMPSON HGA,D 'Ti REINFORCEMENT 9 O U B L E REINFORCEMENT (2) 2x12 LANDING BEAM ATTACH — — — _—_ _ I 4 „ AT EACH END W/HUC212-2 POOLBY f �_ >1 ; S7 SCALE: 1-1/2" = 1' 2x12's@16"O/D SCALE: 1" = 1' OTHERS �_ o — ---- I�_�k8"MIN DEPTH I I I AC FOOT -HffDUt^� VECTION 11 STAIR - WD -CMU - WD UZ— ——SAD.CALE: 1/2" = 1' S7 SCALE: 1/2' = 1' m= d' CONCRETE OR GROUT FILLED CMU Z 3 1/4" "HEADED 1/4" 1/4" 11/4". - H BUCKET BACK PLATES REBAR NOT STUDS PER SIDE WITH PLAN VIEW IN THIS FOR CLARITY ° --tt— 3"MIN. CONC. EDGE 5 8 3 1/2" FOR " DIA. DIA. HOLES 'I Job No. 1311136 DETAIL w ' MIN EM THROUGH BOLTS CONCRETE OR GROUT 15 COLUMN FOOTING & POOL " 13/16" DIA. HOLES FILLED CMU FOR 3/4" DIA ANCHORS TIES PER ELEVATION FIELD MEASURE 4 3/4" DIA. HILTI THREADED ROD, 'v S7 SCALE: 1 /2". - 1' VIEW IN THIS DETAIL ENTIRE STEEL O DRILL 13116" DIA. x 6" AND BUCKETS PER ASSEMBLY PRIOR � ° O i / \ DETAIL TO FABRICATION r• EPDXY IN - HIGH BASE CONCRETE PLAN VIEW o PLACE WITH HILTI HY150 SIDEATTACH2x4. 1 - BEAM TO BE LOWERED EPDXY PRE-ENGINEERED n _ NAILER ATTACH 2X4 TO ALLOW FOR CORRECT 3 LAYERS OF 1/4" STL PLATE U.N.O. O --FLOOR TRUSSES O/C TO TOP I`AT 24' O.C. r I BUCKET ANCHORS (2) #5 BARS o CHORD. FRAMING r 1 I FIELD MEASURE BEAM CONNECTION TYP. a PLAN O DROP TO ALLOW FOR TO BEAM STEEL BACK PLATE, 1/4" a" a FL-MM05 17" AA0033ii BOLTr .� �� 2 PLY =W= FIl(`O f1ESRTANCE I PER SCHOEDU ES FOR BUCKET -d �/. " , . DLL :" f Ww Um � ° ° - , ,° w � FL :_ .'Z W+1" 3 PLY =W= 5y" 4PLY=W=7y TOP VIEWN FRONT VIEW a n :. 0— .... z �STEEL GIRDER 13UCKET ISOMETRIC PER. TYPICAL DETAIL 12" 12 (6>#3 FULL 14 GI"RDER. BUCKET DETAIL HEIGHT TIES ELEVATION STEEL BUCKET PER L3/8" STL. PLATE GINbERTRUSS� ,; �•} TYPICAL DETAIL S7 SCALE: 1-1/2" =1' I OF 13 ROP BEAM TO RECEIVE GIRDER BUCKET 1� SECTION°�a SIDE VIEW R�� krE . S7 SCALE: NTS S7 SCALE: 3/4" = 1' CODE Ct�o, . „.�.' BOOC