HomeMy WebLinkAboutEngineering CODES AND ST NDARDS
1.NAND LOADS AS PER: W
AFLORIOA RESIDENTIAL BUILDING CODE 7TH EDITION(2020)WITH AN ULTIMATEDESIGN ne•w ww% d ...I
WIND SPEED OF 150 MPH,EXPLGURE B.NOMINAL DESIGN WIND SPEED mr •smr m• �wro CO
OF 117 MPH,BURRING RISKCATEGORY I. o
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2.ROOF LIVE LOAD DESIGN 1520 PSF. I o�ww
3.THE PROJECT WAS DESIGNED IN ACCORDANCE WADI THE T,•L j m"`...�.ro. C
A FLORIDA BUILDING CODE7TH EDITION(2020).
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&BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE wq.mm ae 111
(ACI31812014 EDITION) ❑CONCRETE SLAB CONNECTION HEUCALANCHOR BOW/BASE RAILSPUCE
C.MANUAL OFSTANOMD PRACTICE FOR WELDING REINFORCING 6TEEL, CONNECTION CONNECTION
INSERTS B CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION.
AWS.D1.4/LATEST EDITION
FRECTIONOF
D.SPECIFICATION FOR THE STRUCTURAL STEEL OR BUILIDINGS(AMERICAN INSTIM OF STEEL CD
CONSTRUCTION AISC I3TH EDITION(ASD).
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4.MATERIALS AND ASSEMBLY TEST AS FOLLOWS
A EXTERIOR WINDOWS,SLIDING AND PATIO GLASS DOORS SHALL BE TESTED (VVVf,
BY AN APPROVED INDEPENDENT TESTING LABORATORY,AND SHALL BE '
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LABELED WITH ANAPPROVED LABEL IDENTIFYING THE MANUFACTURER, m ou.esnnm PERFORMANCE CHARACTERISTICS ANDEVALUATION
ENTITY
N ITYPRODUCTFLORIDA STATATION
E2.
AGENCY,TESTINGGLABOMBERT INDICATE COMPITYOR WITH
REQUIREMENTS.
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FOLLOWING
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O�OF ONE OF THE FOILOWWO SPECIFlDATIONS: -MSNAAMPNWWDA101/LS.2-WORTAS202d �L°Ln'B.EXTERIOR DOOR ASSEMBUES SHALL BE TESTED FOR STRUCTURALINTEGRITY Z L/..yyIINACCORDMCEWITHASTM E330ATALOAD OF I.5 TIMES THE REOIRED L. r Q)
DESIGN PRESSURE LOAD. a nm p m� //�� F_ LU 0) N
O SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF a� LJ' M C
METALCONNECTOR
STRUCDIFFEREURAL NCE
WITH ANNIFORMSTATIC TAB
PLATE Z O�•C
DIFFERENCE IN ACCORDANCE WRIT MSINASMA 1150R TAS 20L202MD203. m � � � ��
S.STEEL FRAMES SHALL BE SPACED NO MORETHAN 80.O.C.U.N.O.ON PLAN,ALL TUBE
STEEL SHAPE STRENGTHS ME 18 KSI STEELALL CUPS MEW KSI STEEL m�"m
B.STEEL WELD STRENGTH SHALL BE 55 KBI TYP.ALL WELDS SHALL BE I/8'MINIMUM CLASSIC•C•FRAME BOW SECTION 2 mm
FILLET WELDS. �' 1• ^' Q QL U
7.ANCHORING BUILDING:
A BUILDING SHALL BEATTACHEDWITH HEUCALANCHORS PER THE HELICAL ANCHOR DETAIL n'�w.v�oe r .QI
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B.WHEN EMBEDDED INTOASPHALTHEUCALANCHORS OR 30•LONG 95 REEM WITH ANUT h �Im ma�awmao'a O O
WEIDEO TO THE TOP,SHALLBE INSTALLED AT 1T ON CENTER FROM EACH SIDEAND N
THE BAUWLEm 58.ON CENTER ® ev oo J C DO
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C.WHEN PLACED ON A4'CONCRETE SLAB.A IX EXPANSION ANCHOR WITH 2-11r OF EMBEDMENT [
SHALL BE INSTALLED IT'FROM EACH SIDE AND THE BALANCE o SWON CENTER.CONCRETE SHALL �Q C METALCUP MGLE
BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSIAT28 DAYS. fa a Naa _.•.m y�,,y
S.ALL STEELM STEEL FASTENERS ME TO BE I2-14 X 114 HWU ULTRA-2 TOPS CS.
B.EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER WILL HAVE 2 SCREWS ON EACH SIDE OF THEJOINT. z
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ROOF BEAM SCHEDULE I �s a
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000-20'WIDE 2.25 X 2.25 X 1B GAUGE20'-24'WIDE 225X2.25X 14 GAUGE rma Q30WIDE 225X2.25X12GAUGE �3_ v, a 4�
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METAL SIDING ROOF, 1/4• 3!4" SELFTAPPIND OALV.MTL SCREW 1-7R" of0'O.C. ILm"w"" I"".g o W N O
METAL SIDING WALL 1N• Sir SELFTAPPING GALV.MTLSCREW 1-lir o10"O.C.
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TUBE TO TUOE 1 3N' SELFTAPPING GALV.MTLSCREW (2)SCREWS 24''0 WIDE END WALL FRAMING a.
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EA TUBE 'C FRAME LEFT SIDE FRAMING DETAIL FILE Copy DESIGN
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