|
<br />POwER
<br />
<br />LINTEL
<br />
<br />1. POIJERS STEEL BOX LINTELS (PATENT NO, 6367209)
<br />
<br />2,
<br />
<br />PREFORMED STEEL LINTEL: GALVANIZED 16 GA, THICKNESS (0,0598 INCHES)
<br />AND 18 GAGE THICKNESS <0,0478 INCHES) COIL STEEL AS MANUFACTURED BY
<br />PolJERS STEEL 8. \.lIRE PRODUCTS, INC, STEEL GRADE IS ASH-1 A570
<br />GRADE C (FY=40 KSD, GAL VANIZA TIoN SHALL COMPLY IJITH ASTM A525,
<br />
<br />PER SECTION 2104,9,6 OF THE STANDARD BUILDING CODE AND THE FLORIDA
<br />BUILDING CODE, BUT IS, INSTEAD, DEFINED AS A STRUCTURAL ELEMENT,
<br />SECTION 2204,1 OF THE STANDARD BUILDING CODE AND THE FLORIDA
<br />BUILDING CODE. ACCESSORY ITEMS CONSIST OF HORIZONTAL JOINT REINFORCING,
<br />VENEER TIES, ANCHORS, IJIRE FABRIC, THE PolJERS GALVANIZED STEEL LINTEL
<br />COMPLIES 'w'ITH ASTM A570 IJHICH IS THE SPECIFICATION FOR STRUCTURAL
<br />QUALITY STEEL.
<br />
<br />SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION
<br />ON NON-CURED MASONRY GROUT, ALL LINTELS GREATER THAN 18'-0' ARE
<br />BUlL T IJITH 1/2' CHAMBER,
<br />
<br />3
<br />
<br />LINTEL TO BE USED \.11TH CONCRETE MASONRY UNITS HAVING MINIMUM
<br />f'r'! AS SHo'w'N,
<br />
<br />4,
<br />
<br />STEEL SURFACES IN CONTACT IJITH GROUT AND/OR MORTAR SHALL BE
<br />UNPAINTED AND FREE OF MATERIAL THAT MIGHT INHIBIT BOND,
<br />
<br />DESIGN BEARING OF PolJERS STEEL LINTELS REQUIRES A MINIMUM OF
<br />8' BEARING FOR ALL LINTELS GREATER THAN 18'-0' IN SPAN DR GREATER
<br />THAN 32' IN DEPTH, ALL OTHER SPANS AND DEPTHS REQUIRE A MINIMUM
<br />BEARING OF 4' AS REQUIRED PER THE STANDARD BUILDING CODE AND THE
<br />FLORIDA BUILDING CODE,
<br />
<br />5,
<br />
<br />6,
<br />
<br />f'r'! = 1500PS[, MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N,
<br />
<br />7,
<br />
<br />GROUT = 3000PSI. SLUMP RANGE: 8' TO 11', ROD OR VIBRATE GROUT
<br />ADEQUATEL Y TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS),
<br />GROUT SHALL COMPLY \.11TH ASTM C476-83 AND BE EITHER COARSE OR
<br />FINE GROUT, ALL LINTELS SHALL BE GROUT FILLED,
<br />
<br />S,
<br />9,
<br />
<br />MORTAR: TYPE'S' DR TYPE 'M' 1800PS!.
<br />
<br />TOP REINFORCING OR TOP OF IJALL REINFORCING, IS REQUIRED BY
<br />CODES TO PROVIDE A CONTINUOUS TIE AROUND A STRUCTURE AND TO
<br />PROVIDE FOR UPLIFT RESISTANCE AT LINTELS,
<br />
<br />ATTACHMENTS TO TOP OF IJALL PER ARCHITECTURAL AND/OR
<br />ENGINEERING DRA'w'INGS,
<br />
<br />MASONRY 'w'ALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT, IN THE
<br />CASE THAT THE MASONRY 'w'ALL IS T'w'ICE THE HEIGHT OF A 24' AND
<br />GREATER LINTEL, THE DEAD LOAD IJEIGHT OF THE LINTEL MAY BE
<br />EXCLUDED FROM THE LOAD CALCULATIONS DUE TO THE COMPOSITE
<br />NATURE OF THE LINTEL ASSEMBLY,
<br />
<br />10,
<br />
<br />11.
<br />
<br />A '*5 REINFORCING BAR (GRADE 40) IS TO SET APPRO X, 3' FROM TOP OF
<br />ALL STEEL LINTEL DESIGNS AND IN SOME CASES 3' FROM BOTTOM OF
<br />LINTEL AS SHO\.lN ON LOAD TABLES, TOP HORIZONTAL REINFORCEMENT
<br />IS TO BE A CONTINUOUS TIE AS NOTED IN NOTE "9, IN THE CASE
<br />THAT THE LINTEL IS NOT 'w'ITHIN A COMPOSITE BOND BEAM SYSTEM,
<br />TOP HORIZONTAL REINFORCEMENT IS TO EXTEND 2'-0' PAST INSIDE OF JAMBS,
<br />
<br />12,
<br />
<br />MANUFACTURER:
<br />
<br />POIJERS STEEL PRODUCTS LINTELS
<br />4118 E, EL 'w'OOD PHOENIX, AZ 85040
<br />PH" 602-437-1160 FAX" 602-437-5409
<br />
<br />13,
<br />
<br />TECHNICAL DATA AND ENGINEERING POIJERS STEEL LINTELS HAVE BEEN
<br />DESIGNED IN ACCORDANCE 'w'ITH THE FOLLO'w'ING:
<br />
<br />+ SBCCI SSTD - 1999
<br />+ STANDARD BUILDING CODE - 1999
<br />+ FLORIDA BUILDING CODE - 2001
<br />+ AISI LIGHT GAGE COLD FORMED STEEL DESIGN - 1996
<br />
<br />FOR COMPOSITE BEAM HEIGHTS GREATER THAN THOSE PUBLISHED, USE
<br />THE 'SAFE LOAD' VALUES PER LINEAR FOOT, FROM THE NEXT LO'w'ER
<br />HEIGHT TABLE AVAILABLE, ALL TABULATED VALUES INCLUDE A
<br />1/3 INCREASE FOR 'w'IND,
<br />
<br />14,
<br />
<br />INSTALLATION:
<br />PolJERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE IJITH
<br />STANDARD CONSTRUCTION PRACTICES, SET TO PROPER LINE AND LEVEL,
<br />PLUMB AND TRUE, AND IN THE CORRECT RELATION TO OTHER IJORK.
<br />
<br />18 GAUGE ON SPANS UP TO 7'-11',
<br />16 GAUGE ON SPANS 8'-0' AND LONGER,
<br />
<br />15,
<br />
<br />16,
<br />
<br />THIS PRINT IS THE PROPERTY OF POIJERS STEEL 8. \.lIRE, PROFESSIONAL
<br />SEAL VALID ONLY IJHEN FABRICATED BY THE ABOVE, IT IS PROVIDED FOR
<br />PERMIT PURPOSES ONLY, THESE DRAIJINGS ARE FOR USE ON INDIVIDUAL
<br />PROJECTS, USE AS A CITY STANDARD IS NOT ALLo'w'ED, ANY OTHER USE
<br />OR REPRODUCTION IS PROHIBITED IJITHOUT 'w'RITTEN AUTHORIZATION FROM
<br />POIJERS STEEL AND IJIRE,
<br />
<br />1~' 1~"
<br />n n
<br />=:r~' ~'r=
<br />
<br />UPLIFT LOADS
<br />POwER LINTEL
<br />
<br />PSbox8 (7-5/8ff) 8ff DEPTH
<br />
<br />TOTAL SAFE UPLIFT LOAD - POUNDS PER LINEAR
<br />MARK NO, NOMINAL TOT AL FILLED
<br />CLEAR LINTEL (1) #5 TOP
<br />SPAN LENG TH DET AIL vE'
<br />
<br />2'-2' 3'-6' 2422
<br />4'-6' 5'-10' 1479
<br />5'-2' 6'-6' 1335
<br />6'-2' 7'-6' 1166
<br />7'-0' 8'-4' 1103
<br />18'-0' 19'-4' 291
<br />
<br />FOOT (LBS/FD
<br />FILLED
<br />(1) #5 T8.B
<br />DETAIL 'F'
<br />2422
<br />1479
<br />1335
<br />1166
<br />1103
<br />291
<br />
<br />L-2
<br />L-6
<br />L-7
<br />L-8
<br />L-9
<br />L-19
<br />
<br />LATERAL LOADS
<br />POwER LINTEL PSbox8 (7-5/8H) 8ff DEPTH
<br />
<br />TOTAL SAFE LATERAL LOAD - POUNDS PER LINEAR
<br />MARK NO, NOMINAL TOT AL F ILLE D
<br />CLEAR LINTEL (1) #5 T
<br />SPAN LENGTH DETAIL 'E'
<br />
<br />FOOT (LBS/FT>
<br />FILLED
<br />(1) #5 T8.B
<br />DET AIL 'F'
<br />
<br />L-2 2'-2' 3'-6' 1584
<br />L-6 4'-6' 5'-10' 950
<br />L-7 5'-2' 6'-6' 853
<br />L-8 6'-2' 7' -6' 739
<br />L-9 7'-0' 8'-4' 1014
<br />L -19 18'-0' 19'-4' 188
<br />
<br />1584
<br />950
<br />853
<br />739
<br />1014
<br />188
<br />
<br />GHA VITV LOADS
<br />POwER LINTEL - PSbox8 (7-5/8/')
<br />8ff DEPTH FILLED AND UNFILLED
<br />
<br />TOTAL SAFE GRAVITY
<br />MARK NO, NOMINAL
<br />CLEAR
<br />SPAN
<br />
<br />LOAD - POUNDS PER LINEAR FOOT (LBS/FT)
<br />TOTAL NO FILL FILLED FILLED
<br />LINTEL NO REBAR (1) #5 T 1) #5 T8.B
<br />LENGTH DETAIL'D DETAIL'E DETAIL 'F
<br />
<br />L-2 2'-2' 3'-6' 646 4224 4224
<br />L-6 4'-6' 5'-10' 311 2030 2030
<br />L-7 5'-2' 6'-6' 271 1772 1772
<br />L-8 6'-2' 7'-6' 227 1485 1485
<br />L-9 7'-0' 8'-4' 200 1306 1306
<br />L -19 18'-0' 19'-4' 382 382
<br />
<br />7~' OR 5~'
<br />
<br />
<br />7~'
<br />TYPICAL POwER BOX LINTEL SECTION
<br />
<br />[2].....4....J
<br />. ,. ", . ,. . ',' .
<br />
<br />. . :/.':-. 7
<br />
<br />. 4.,
<br />
<br />
<br />U
<br />
<br />5/8'
<br />
<br />7 5/8'
<br />
<br />DE T A I L II E II
<br />
<br />..' '.,.'. J
<br />:":'/.":.' 7 5/8'
<br />
<br />. . '. ..
<br />4. '
<br />
<br />3 13/16'
<br />
<br />7 518'
<br />
<br />DETAIL IIFII
<br />
<br />I hereby certify that
<br />COMpliance with section
<br />
<br />I have
<br />1606
<br />
<br />reviewed this
<br />of the Floridn
<br />
<br />'"
<br />0)
<br />I
<br />...
<br />C)
<br />OJ
<br />
<br />W'ATER
<br />
<br />~I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />~I
<br />1
<br />I I
<br />I I
<br />I ~ I
<br />I I
<br />I
<br />1
<br />1
<br />1
<br />I~
<br />1
<br />I
<br />I
<br />SUPPL Y :
<br />
<br />~d:L
<br />\J I rll
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />1
<br />
<br />r:e
<br />
<br />1" 1
<br />~ 1
<br />I
<br />I
<br />
<br />...
<br />'"
<br />l.[)
<br />
<br />I. 40'
<br />
<br />1-~-t_-----~~----_1-_---_---------------
<br />
<br />Ill!
<br />
<br />Ill! 1al m Ill! m m
<br />
<br />,-------------------------------------,
<br />
<br />L-2 EGRESS
<br />6' FRENCH DOORS SH 35
<br />L-6
<br />
<br />1
<br />1
<br />1'Q' ~
<br />:f~;;:' J>
<br />I IJ
<br />I
<br />I
<br />ml
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />'"
<br />'<;j-
<br />I
<br />...
<br />l.[)
<br />.....,...
<br />
<br />m
<br />
<br />!ill
<br />
<br />tnL[)
<br />C\Jtn('.J
<br />IW
<br />-10:::: I
<br />8tn
<br />
<br />I
<br />I~
<br />1
<br />I
<br />,
<br />I~
<br />1
<br />I
<br />I
<br />I
<br />I~
<br />1
<br />I
<br />1
<br />1
<br />I
<br />I
<br />I
<br />I
<br />1m
<br />I
<br />I
<br />
<br />...
<br />r-....
<br />l.[)
<br />
<br />
<br />L[)
<br />NC\J
<br />I
<br />I...J
<br />tn
<br />
<br />...
<br />'<;j-
<br />.....,...
<br />
<br />tnL[)
<br />(\JtnN
<br />IW
<br />...J 0:::: I
<br />0tn
<br />W
<br />
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />
<br />m bCDN
<br />
<br />1-------------------
<br />
<br />
<br />I ..
<br />I I
<br />I I ·
<br />I I
<br />I I ·
<br />I I
<br />I I ·
<br />1 I .
<br />rll 1 I
<br />
<br />1 L[) I ·
<br />I~f I
<br />I~...J I.
<br />1 1
<br />1 1 ·
<br />I I .
<br />I I
<br />I I ·
<br />I L -6 L -2 I
<br />I SH 35 36681 ·
<br />
<br />L_________________
<br />
<br />!2l m !2l
<br />I'
<br />
<br />--,-~----~--ru "I --84'--
<br />I I
<br />en...J1 ENTRY
<br />11 ELEVATlDN I
<br />~-----~
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />.
<br />
<br />RETE PAD FOR A/e
<br />
<br />1al
<br />
<br />
<br />
<br />"
<br />I
<br />-.J
<br />
<br />19'-4'
<br />
<br />
<br />~,4'- ~
<br />
<br />40'
<br />
<br />LINTEL
<br />
<br />PLAN
<br />
<br />plnn
<br />Building
<br />
<br />ond found it
<br />Code) 2001
<br />
<br />to be in
<br />edition)
<br />
<br />
<br />DAVID CARR
<br />DOGWOOD LANE
<br />D..W..SMrITH, P.E..
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />Custom Home Plan Service
<br />9909 ~ALLASTON DRIVE-DADE CITY,FLoRIDA 33525
<br />PHONE: 352-521-0865 FAX,352-52]-0867 [-MAIL: zpphyr27@9t~, n~i
<br />
<br />FOUNDATION PLAN SHEET OF
<br /> 6 OF 12
<br /> SCALE DATE JOB NO,
<br />1 4" = 1 FT 21 FEB 2005
<br />DESIGN/DRAWN CHECKED 2005-17
<br />R. GOLLHARDT D.W.SMITH,P.E.
<br />
<br />RICK GOLLHARDT
<br />
<br />DRAFTSMAN
<br />
<br />11\1 ~ ~)
<br />
<br />Dn via w, SMith) P,E,
<br />
<br />CARR CONSTRUCTION, INC
<br />
<br />ENGINEER LICENCE #53608
<br />
|