The URL can be used to link to this page

Home My WebLink AboutMann_Permit# 2101-0639_Canopy Shop Drawings SECTION SCALE: 3/4" = 1'1S12'' ALUM. CLIPSTAINLESS STEEL5/8" DIAMETERTHOUGH BOLTRT 2''X2''X1/4''STAINLESS STEEL5/8" DIAMETERTHOUGH BOLTSTAINLESS STEELPALM BEACH WASHEREMS 4''X8''X3''X.125''ALUM. GUTTER FASCIAEMS 2''X8'' SELFMATING ALUM. PAN3'-6"6''3'-6''RT 2''X2''X1/4''EMS SADDLEBRACKET3/8''X3 1/4'' SHEARPIN, S.S. TYP.RT 2''X2''X1/4''EMS 2''X8'' SELFMATING ALUM. PAN#10X1'' TEK SCREWSS.S., (2) PER PANEL EA. ENDEMS 2''X8'' SELFMATING ALUM. PAN1) ALL ALUMINUM TO BE 6063-T32)ALL BOLTS, NUTS WASHERS TO BE 316 SSSTAINLESS STEELPLATE, 3/8'' THICKRT 2''X2''X1/4''1/2" thickaluminum plate2"8''8''2"10'1'-10''6'-4''1'-10''4'-0''1'-2''10'-0''1'-2''PLAN VIEW SCALE: 1/2'' = 1'S112"8"2"2"8"2"STRUCTURAL NOTESGENERALALL INFORMATION THAT IS STRUCTURAL IN NATURE SHOWN IN THESE STRUCTURAL SHEETS SHALL TAKEPRECEDENCE OVER STRUCTURAL ITEMS IN OTHER TRADES' PLANS .EXCEPTION: NOTES IN OTHER TRADES' PLANS ADDRESSING SPECIAL ITEMS (SUCH AS MINIMUMCONCRETE STRENGTH FOR FIRE RATING) SHALL GOVERN WHEN MORE STRINGENT THAN HERE SHOWN.REQUEST FOR INFORMATIONPLEASE USE HAND SKETCHES AND OTHER VISUAL/WRITTEN METHODS TO COMMUNICATE ACONSTRUCTION QUESTION. SEND TO US VIA EMAIL OR FAX.CONTRACTING NOTES·THE CONTRACTOR SHALL INCLUDE IN HIS INITIAL BID A 1% ADDITIONAL (BASED ON THE TOTALAMOUNT OF THE SHELL BID) AS AN ALLOWANCE FOR ADDITIONAL REINFORCEMENT, CONCRETE,WOOD, STRAPPING, FORMWORK, STRUCTURAL STEEL PARTS, WELDING, CONNECTORS,SAWCUTTING OR GRINDING CONCRETE AND ITS ASSOCIATED LABOR. SAID ALLOWANCE SHALL BEUSED FOR REWORKS REQUIRED BY THE INSPECTOR OR ENGINEER IN ORDER TO ENSURE THEINTEGRITY OF THE STRUCTURE, PROPERLY CONSTRUCT THE SHELL AND CORRECT ANYMISINTERPRETATIONS OR INCONSISTENCIES IN THE PLAN VIEWS, NOTES AND DETAILS.·GENERAL CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE STRUCTURAL PLANS AND HOW THEYINTERACT WITH OTHER SPECIALTIES PLANS (ARCHITECTURAL, M.E.P., ETC). ALTHOUGH TRADECOORDINATION HAS BEEN PERFORMED, THIS OFFICE SHALL BE CONTACTED IN CASE THECONTRACTOR FINDS MISSING, AMBIGUOUS, UNCLEAR OR CONFLICTING INFORMATION.·THE CONTRACTOR SHALL ALWAYS KEEP ON SITE THE LATEST REVISION OF THE SIGNED ANDSEALED STRUCTURAL PLANS, APPROVED SHOP DRAWINGS AND PRODUCT APPROVALS.·ALL OPENINGS BELOW 60'-0" TO BE PROTECTED FROM IMPACT OF WINDBOURNE DEBRIS·GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ACTIVITIES RELATED TO WORK SAFETY.·CONSTRUCTION LOADS SHOULD BE CAREFULLY DISTRIBUTED TO AVOID LOADING ANY MEMBERS INEXCESS OF THEIR CAPACITY.·THE APPROVAL BY THE STRUCTURAL INSPECTOR OF ANY WORK DOES NOT RELIEVE THECONTRACTOR FROM COMPLYING WITH THE FLORIDA BUILDING CODE AND THE APPROVED STRUCTURALPLANS.·ALL STEEL BEAMS BEARING PRECAST SHALL HAVE STEEL POST SHORES @10' O/C, RESHORED TOTHE GROUND LEVEL, DURING PRECAST PANELS LOADING.PROJECT SPECIFIC CODES USED:ALL STRUCTURAL ELEMENTS FOR THIS PROJECT HAVE BEEN DESIGNED PER FLORIDA BUILDING CODE,2020. THIS IMPLIES THE USE OF THE BELOW LISTED CODES (FBC TAKES PRECEDENCE OVER CONFLICTINGITEMS).PROJECT PLANS, DETAILS & ARCHITECTURAL BACKGROUNDSALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL UNLESS OTHERWISE SPECIFIED.DETAILS THAT REFERENCE SPECIFIC SCHEDULES ARE INTENDED TO BE SCHEDULES SHALL TAKEPRECEDENCE IN ALL CONFLICTING ITEMS.ALL ELEMENTS INTENDED TO ORIGINATE FROM OTHER TRADE'S DRAWINGS (ELEVATIONS, PARTITIONLOCATIONS, ETC) HAVE BEEN INCLUDED FOR THEIR RELATION TO STRUCTURAL ITEMS ONLY. REFER TOTHE CORRESPONDING TRADE'S PLANS FOR FINAL LAYOUTS AND DETAILS.DO NOT USA A SCALE TO DETERMINE THE DIMENSIONS OF ANY PLAN OR DETAIL DRAWINGS. IF THEDIMENSION NEEDED IS UNAVAILABLE, PLEASE CONTACT THIS OFFICE.GRAVITY LOADING (ASCE 7-16)SEE GRAVITY LOADING CHART FOR DESIGN LOADS.REQUEST ACTUAL PRODUCT CUT SHEETS FROM SUPPLIERS FOR ANY EQUIPMENT HEAVIER THAN 200 LB.SPECIALTY ENGINEERS MUST CONSIDER THE MINIMUM SERVICE WEIGHTS FOR THE FOLLOWING,HOWEVER THE ACTUAL CUT SHEET GOVERNS:POOL TABLE = 1 500 LBBATH TUB = 600 LB.SAFE DEPOSIT BOXES = 2000 LBFISH TANKS = VARY CONSIDERABLY, 4000 LB.A/C COMPRESSORS = 500 LB.GENERATORS = 3000 LB.WIND LOADING (ASCE 7-16)WIND SPEED=170 MPH (ULTIMATE, 3 SECOND GUST) AND 163 MPH (ASD)EXPOSURE = DBUILDING TYPE= ENCLOSED, RIGIDMRH= 30'STRUCTURE CATEGORY = IIKD=0.85 - EITHER ASD OR LRFD LOAD COMBINATIONS PER ASCE 7-16 HAVE BEEN USED FOR DESIGNINGTHE VARIOUS STRUCTURAL ELEMENTS IN THIS PROJECT.INTERNAL PRESSURE COEFFICIENT= +/- 0.18DEFLECTION DESIGN CRITERIAALL MEMBERS (BEAMS, SLABS, TRUSSES, JOISTS, ETC) COMPOSING FLOORS HAVE BEEN DESIGNED ANDSHALL BE DESIGNED BY THE DELEGATED ENGINEER (IF APPLICABLE) FOR:·TOTAL LOAD: SPAN / 240·REINFORCED CONCRETE ELEMENTS: LIVE LOAD + LONG TERM SPAN / 360·WALL / MULLIONS: L / 175·MARBLE AND STONE TILE SUPPORTING FLOORS: LIVE LOAD: SPAN / 720·ROOF MEMBERS SUPPORTING NON PLASTER CEILINGS: LIVE: L/240, TOTAL: L/180 PER FBC TABLE1604.3STRUCTURAL STEEL (AISC LRFD)CONTRACTOR SHALL RETAIN A STRUCTURAL STEEL FABRICATOR THAT WILL MODEL THE STEELMEMBERS, THEIR GEOMETRY AND THE CONNECTIONS BETWEEN EACH IN ORDER IN A 3D STRUCTURALSTEEL DETAILING PROGRAM IN ORDER TO GENERATE SHOP DRAWINGS SHOWING THE CONNECTIONS TOSCALE. THESE SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THIS OFFICE PRIOR TOFABRICATION. THIS OFFICE WILLNOT BE RESPONSIBLE FOR FABRICATION ERRORS ARISING FROM FABRICATED STEEL WITHOUT ASTAMPED SHOP DRAWING APPROVAL FROM THIS OFFICE.ALL STRUCTURAL STEEL SHALL COMPLY WITH AISC LRFD 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 FULLEFFORT OF A WORKER USING A REGULAR SPUD WRENCH).BOLT NUTS TO BE ASTM A563.ALL STRUCTURAL STEEL, WHEN WITHIN AIR CONDITIONED SPACE OR FURTHER THAN 3 MILES FROM THEOCEAN (NOT INCLUDING REBAR) TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. AFTER INSTALLATIONA FIELD TOUCH UP SHALL BE APPLIED.IF THE JOBSITE IS FURTHER THAN 0.5 MILE AND WITHIN 3 MILES FROM THE OCEAN, ANY STRUCTURALSTEEL THAT IS TO BE EXTERIOR TO THE BUILDING ENVELOPE SHALL BE HOT DIP GALVANIZED. ALLEXTERIOR STRUCTURAL STEEL WITHIN 0.5 MILE FROM THE OCEAN TO BE STAINLESS STEEL.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 ASCE19-16PROVISIONS.WHERE STAINLESS STEEL IS INDICATED, IT SHALL COMPLY WITH ASTM 304.DO NOT CUT THE TOP STEEL PLATES IN ORDER TO ALLOW CONCRETE FROM THE TIE BEAM TO FILL THESTEEL COLUMN. IF CONCRETE FILLED STEEL COLUMNS ARE REQUIRED BY THE STEEL COLUMNSCHEDULE OR THE ARCHITECT, THEY SHALL BE FILLED IN THE FABRICATING SHOP PRIOR TO PLATEWELDING.ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN"AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (AWS D1.1), TO PERFORM THETYPE 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 HOLLOWSTEEL TUBE COLUMNS (NOT TO THE SIDE OF STEEL TUBE COLUMNS). DO NOT CUT TOP PLATES OF STEELCOLUMNS TO BE FILLED WITH GROUT.ALL STEEL BEAMS CONNECTIONS TO EMBED PLATES ON CONCRETE SHALL BE DONE AFTER CONCRETEHAS REACHED 70% OF THE SPECIFIED COMPRESSIVE STRENGTH (VERIFY WITH THE 7 DAY CONCRETESPECIMEN BREAK RESULTS).DO NOT CUT THE HEADS OR NUTS OF ANY BOLTS THAT PROTRUDE PAST THE STEEL PLATES OF STEELBUCKETS WITHOUT PRIOR CONSULTATION WITH THIS OFFICE.NOTICE THAT SOME STEEL BEAM AND CONCRETE BEAMS/SLABS ASSEMBLIES MAY REQUIRE "TWOSEPARATE CRANE/INSTALL SESSIONS". REVIEW THE DETAILING PRESENTED IN THESE PLANS ANDASSESS IF THIS IS THE CASE. SPECIFICALLY LOOK FOR CONDITIONS WHERE STEEL BEAMS CARRYCONCRETE SLABS OR CONCRETE BEAMS.DO NOT OVERHEAT STEEL MEMBERS BEING WELDED AS THIS WILL CAUSE THEM TO LENGTHEN BYTHERMAL EXPANSION. THIS IS A CONCERN BECAUSE THE LENGTH OF THE EXPANDED WELDED MEMBER ISCOMMONLY FIXED ENOUGH THAT WHEN IT COOLS DOWN IT CAN PULL OUT CONCRETE FROM THESUPPORTING COLUMNS AND BREAK IT. TO FURTHER MITIGATE THIS NEGATIVE EFFECT, WELD ONLY ONESIDE OF THE MEMBER AND ALLOW THE MEMBER TO COOL PRIOR TO WELDING THE OPPOSITE SIDE.STEEL SUPPLIER SHALL USE BOTH THE DETAILS AND SCHEDULES IN THIS PLAN, AS WELL AS FIELDVERIFYING FOR THE ACTUAL TOP OF FOOTING LOCATIONS IN THE FIELD. MAKE SURE TO BEAR ONFOOTING AND NEVER BEAR A COLUMN OVER A SLAB.SHOP DRAWINGS:FLOOR AND ROOF SYSTEM SHOP DRAWINGS WILL NOT BE STAMPED UNTIL THE FOLLOWING PARTIESHAVE STAMPED AND:·GENERAL CONTRACTOR HAS VERIFIED:-FIELD DIMENSIONS-AS BUILT VARIATIONS WHICH MAY AFFECT CONNECTION DETAILS-GENERAL COMPLIANCE WITH THE APPROVED PLANS·ARCHITECT HAS VERIFIED:-INTERFERENCE BETWEEN THE SHOP DRAWING ELEMENTS AND CEILING HEIGHTS, COFFERS, VAULTSAND ANY OTHER GEOMETRICAL CEILING FEATURES.-LENGTH OF OVERHANG, RIDGE LINES AND ROOF PITCH-MINIMUM AREAS DESIGNATED FOR STORAGE SPACES.-EXTERIOR WALL RECESSESGENERAL CONTRACTOR TO PROVIDE THIS OFFICE WITH SHOP DRAWINGS AND CALCULATIONS SIGNEDAND SEALED BY THE DELEGATED ENGINEER FOR APPROVAL. CONTRACTOR TO ANTICIPATE FOR TIME OFREVIEW, ADJUSTMENT AND RESUBMITTAL. SAID DRAWINGS SHALL BE ENGINEERED TO COMPLY WITH THEDESIGN PARAMETERS SPECIFIED IN THESE PLANS BUT IN NO CASE LESS THAN THE MINIMUMS REQUIREDBY THE ABOVE MENTIONED CODES. DESIGN PARAMETERS USED AND ALL LOADS FROM SPECIALTYMEMBERS ACTING AGAINST THE SUBSTRUCTURE SHALL BE CLEARLY IDENTIFIED IN THE REVIEWPACKAGE.NOTE: ERRORS OR OMISSIONS FROM THESE PLANS DO NOT RELIEVE CONTRACTORS, SUB-CONTRACTORS OR MANUFACTURERS FROM ANY RESPONSIBILITY FROM COMPLYING WITH CODE OR JURISDICTIONAL AUTHORITY REQUIREMENTS. ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS MUST BE REPORTEDTO THIS OFFICE IMMEDIATELY FOR APPROPRIATE ACTIONOF 0210525 S OCEAN 10525 S OCEAN DR JENSEN BEACH, FL 34957 #DRAWN :CHECKED :DATE :JOB # :F.AF.A02-16-20229203SHEET :DESCRIPTIONDATECLASSIC LLC. Structural Engineering PROJECT 5968 NW 77TH TERRACE PARKLAND, FL 33067 PHONE: (954) 667 - 7803 FARID ABUGATTAS, P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM EMAIL RFIs TO: INFO@PROJECTCLASSIC.COM SCHEDULE INSPECTIONS: INSPECTIONS@PROJECTCLASSIC.COMS102/25/2022 NOTE: ERRORS OR OMISSIONS FROM THESE PLANS DO NOT RELIEVE CONTRACTORS, SUB-CONTRACTORS OR MANUFACTURERS FROM ANY RESPONSIBILITY FROM COMPLYING WITH CODE OR JURISDICTIONAL AUTHORITY REQUIREMENTS. ANY DISCREPANCIES OR ADDITIONAL REQUIREMENTS MUST BE REPORTEDTO THIS OFFICE IMMEDIATELY FOR APPROPRIATE ACTIONOF 0210525 S OCEAN 10525 S OCEAN DR JENSEN BEACH, FL 34957 #DRAWN :CHECKED :DATE :JOB # :F.AF.A02-16-20229203SHEET :DESCRIPTIONDATECLASSIC LLC. Structural Engineering PROJECT 5968 NW 77TH TERRACE PARKLAND, FL 33067 PHONE: (954) 667 - 7803 FARID ABUGATTAS, P.E. LICENSE # 72471, CA#29407 WWW.PROJECTCLASSIC.COM EMAIL RFIs TO: INFO@PROJECTCLASSIC.COM SCHEDULE INSPECTIONS: INSPECTIONS@PROJECTCLASSIC.COMS202/25/2022