|
Ic
<br />2X4 VERTICAL BRACE ADDED TO
<br />EVERY VERT. OVER 4' IN LENGTH.
<br />BRACE TO BE MIN. BOX LENGTH OF
<br />VERT, TRUSS MEMBER. FASTEN
<br />BRACE TO VERT. W116d COM. NAILS
<br />O 12" O.C.
<br />BOTTOM CHORD OF TRUSS FASTENED
<br />TO P.T. PLATE W /16d COM. NAILS O
<br />12" O.C,
<br />}'. ANCHOR BOLT W /2" FLAT
<br />WASHER W/MIN, EMBEDMENT 4'
<br />INTO BONO BEAM O 4' -0' O.C.
<br />TYP.
<br />" MIN, L
<br />25" MIN, LAP
<br />ENGINEER'S NOTES
<br />II I
<br />�i
<br />T. L. HANSON
<br />I I
<br />t
<br />I I Bi)CORNE F j
<br />TOP LEG BARS t-
<br />7 /32 - RD. PLAIN BAR EACH
<br />LE G UP TO 14' -8' LENGTHS `
<br />3 /8'RO. REBAR EACH LEG
<br />OVER fs' -6 LENGTHS
<br />O.C. �
<br />7 32' STIRRUPS 4' -0' O LENGTHS OVER 14' -B'
<br />TIED OR
<br />1-1/2' CLEAR
<br />~• T- TOP COURSE GROUT FILLED
<br />KNOCK -OUT BLOCK w11 15 HORIZ.
<br />j� :J REBAR CONT. TIED TO ALL VERT.
<br />:,.�, RCS
<br />'• f GROUT
<br />!` HORIZEREBAR OVER ALL ,5
<br />ENGINEERING SERVICE, INC.
<br />& ASSOCIATES, INC
<br />I hereby certify that I have reviewed this plan and found it to be in
<br />>:'i
<br />WIND ZONE
<br />110 MPH
<br />38351 COUNTY RD. 54
<br />WELDED
<br />SEE SCHEDULE REINF) '^
<br />compliance with design requirements of the Florida Building Code, 2007
<br />t o
<br />OPENINGS
<br />FOOTING & STEMWALL REINFORCEMENT
<br />BARS SEE SCHEDULE 8" NOMINAL WIDTH
<br />PRE CAST CONCRETE
<br />TYPICAL LINTEL SECTION
<br />25" MIN. LAP
<br />a P SP
<br />4. 3 :�a•7: 011%•:�tl :•: tI :• :SCI :S�a�I :• :�i•I : :�.•' • :�i I :• :�i•7 :• :tea Y :�
<br />.-
<br />II *I A
<br />REBA,R LAP DISTANCE
<br />w
<br />U — —
<br />Z
<br />< I II C.M.U. WALL
<br />CORNER CONTINITY & WALL REINFORCEMENT
<br />10"
<br />+ R 2"
<br />#5 REINFORCING BAR �
<br />A.C.I. STD. 90" BEND
<br />REBAR SPLICING & LAP DETAIL
<br />STANDARD PRECAST DETAIL
<br />PLAIN BAR EACH
<br />7
<br />2X NAILER
<br />BARS PER SCHEDULE
<br />PRE STRESSED CONCRETE
<br />1. ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES
<br />2. ASSUMED SOIL BEARING CAPACITY TO BE 2000 PSF. SOIL CAPACITY TO BE VERIFIED
<br />BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF VARIATION&
<br />FOOTINGS TO BE EXCAVATED TO CLEAN SM FREE OF VEGETATION AND
<br />DELETERIOUS MATTER, CONCRETE SHALL Be PLACED ON AN UNDISTURBED BASE.
<br />& PR SEWENC INSURE THE�SAFE O AND
<br />ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES. BUT IS NOT
<br />LIMITED 70. THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR
<br />TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED
<br />AND SHALL REMAIN THE PROPERTY OF THE CONTRAC70R AFTER COMPLETION
<br />OF THE PROJECT,
<br />• BE VERIFIED SMA L�CONFOORM TO THARCHITECTURAL DR AWINGS.
<br />SHALL
<br />S. CONCRETE :
<br />MINIMUM COMPRESSIVE, CONCRETE STRENGTH TO BE 3000 PSI IN 28 DAYS. ALL
<br />CONCRETE SHALL BE READY MIXED' AND IN ACCORDANCE WITH A &T.M.
<br />SPECIFICATION C -94. ALL CONCRETE MODULAR UNITS SHALL HAVE A
<br />COMPRESSIVE STRENGTH Of 1900 PSI WITH TYPE M OR S MORTAR, 2000 PSI,
<br />6. SLAB ON FILL :
<br />INTERIOR CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANE& ALL SLABS TO BE REINFORCED WITH 6x6 10 /10 WELDED WIRE MESH.
<br />7, LUMBER :
<br />1, STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED.
<br />2. CURRENT EDITION. ASSOCIATION GRADING RULES GOVERN.
<br />AL L ANY L S SPECIES ALLOWED UNLEES O1HERYAS NOTED,
<br />BOARD OF RENEW AGENCY.
<br />4. & SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
<br />LUMBER STANDARD PS 20 -70.
<br />6. MOISTURE 9O ESS OFRINSTAOLRLATTIION,IN THICKNESS SHAH BE
<br />STRUC M CAAN INSTITUTE Of TIMBER 1120 PS 9CAAIITCS)SSPEOFFICATITION &HALLO
<br />LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED.
<br />B. TERMITE TREATING :
<br />SOIL BEYOND BELOW STRUCTURE
<br />HEPEPoTRR LINES OF BVIU)ITD TO A DISTANCE OF !' -0'
<br />NG
<br />9. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF Y AGAINST
<br />SOIL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER Of THE REBAR.
<br />10. 2'X12' HEADERS SHALL BE 2 - LAMINATED W/ 1/2' PLYWOOD
<br />GLUED W/ CONSTRUCTION ADHESIVE AND NAILED W/ 5-0160 COMMONS 16' O.C.
<br />11, ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOAD&
<br />It CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE
<br />AT THE TIME Cr INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR,
<br />TO MEET LOADS AS INDICATED.
<br />20' -0" MAX 2X4 CROSS BRACING ® RIDGE
<br />W
<br />o_ J
<br />_ m
<br />is
<br />C�
<br />SEE TRUSS MFR, CUT SHEETS FOR ADDITIONAL BRACING
<br />THAT MAY BE REO'D.
<br />REQ. MINIMUM TRUSS BRACING
<br />TOP /BOTTOM CHORD
<br />GABLE END BRACING O
<br />48" O.C. MAX. FOR
<br />THE FIRST 4 ROWS OF
<br />TRUSSES
<br />CONT. BOTTOM CHORD
<br />BRACING (I MIN.)
<br />10' -0" MAX.
<br />F.B.C. PLANS &
<br />T. L. HANSON
<br />1
<br />THEODORE WEISS
<br />ENGINEERING SERVICE, INC.
<br />& ASSOCIATES, INC
<br />I hereby certify that I have reviewed this plan and found it to be in
<br />35150 COLONY HILLS OR
<br />ZEPHYRHILLS, FL. 33541
<br />WIND ZONE
<br />110 MPH
<br />38351 COUNTY RD. 54
<br />compliance with design requirements of the Florida Building Code, 2007
<br />t o
<br />SCALE
<br />ZEPHYRHILLS, FL. 33542
<br />CONSULTING ENGINEERS
<br />ENGINEERING BUSINESS NO. 185830
<br />edition, including 2009 supplements,
<br />1p p�
<br />GARAGE
<br />, /a' =,' —o'
<br />DRAWN BY:
<br />WYLINE MCMILUW
<br />DATE
<br />9/27/10
<br />SHEET NO,
<br />7 OF 7
<br />TOLL FREE/ FAX 1(866)824 -7894
<br />Post Offi
<br />To Bar 1726
<br />oaa. cry, Frorrdo 33526
<br />(35 2) 5 21 -5648 THOMAS L HANSON, PE
<br />P.E. #38654
<br />2X4 PLATE FASTENED W /J'. ANCHOR
<br />BOLT W 12' FLAT WASHER W/MIN,
<br />EMBEDMENT 4' INTO BONO BEAM O
<br />4' - 0' O.C. TYP,
<br />TYP. INTERIOR RAFTER FRAMING
<br />ovH. ' tslN:
<br />I -1*1> E...
<br />2X4XB' LATERAL BRACING -
<br />CONTINUOUS, (6' -0" O.C. FOR
<br />110 MPH., 5' -0' O.C. FOR 120
<br />MPH)
<br />.-'.,..•�,•'.,'.•,'.
<br />c o4 Co.= Aas • r GC ICA r on Mon
<br />a 4 r re yy . r ac ra a aC mm
<br />wfu me O M f� wAf S i' CC r�RA4IOUR
<br />a$'a v r 9CAa�.0 �y4 K a
<br />a7 Iu0 OL[IAI OKt b 4 r= aDdsaM At MOM
<br />GYP, CEILING BOARD N--2X4 BLOCK NAILED TO
<br />EA, W14 16d NAILS
<br />TYP. END TRUSS TO MASONRY DETAIL
<br />N.T.S.
<br />
|