|
DOOR SCHEDUL
<br />DOOR
<br />ID15CRPTION
<br />2868
<br />3068
<br />3068
<br />w/
<br />SINGLE
<br />1068
<br />LIGHT
<br />3068
<br />w/
<br />DOUBLE
<br />1068
<br />LIGHT
<br />6068
<br />2880
<br />3080
<br />3080
<br />w/
<br />SINGLE
<br />1080
<br />LIGHT
<br />3080
<br />w/
<br />DOUBLE
<br />1080
<br />L I GHTS
<br />6080
<br />6080
<br />w/
<br />DOUBLE
<br />1080
<br />LIGHTS
<br />6080
<br />wl
<br />DOUBLE
<br />3080
<br />LIGHTS
<br />13080
<br />w/
<br />DOUBLE
<br />2880
<br />LIGHTS
<br />6080
<br />w/
<br />DOUBLE
<br />1280
<br />LIGHTS
<br />*NOTE: THE ABOVE DOOR CHART FITS MOST DOOR MANUFACTURERS DOORS
<br />HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS DOCUMENTATION
<br />PROVIDED WITH SPECIFIC DOOR MANUFACTURER
<br />WINDOW FROL*H
<br />0F5ENiNCx rHAIRT
<br />WINDOW
<br />BLOCK CON5TRUCTION
<br />(1/2" FLANGE)
<br />FRAME CONSTRUCTION
<br />(112 FLANCzE)
<br />CODE
<br />LUIDT�4
<br />1�4E IGI,4T
<br />WIDTH
<br />HEIGk4T
<br />12 SH
<br />19
<br />7/8
<br />x
<br />26*
<br />19 1/4-x
<br />26 1/4'
<br />13 SH
<br />19
<br />7/8" "
<br />x
<br />38 3/8"
<br />19 1/4" x
<br />38 5/8'
<br />14 SH
<br />19
<br />7/8" "
<br />x
<br />50 5/8"
<br />19 1 /4" x
<br />50 7/8'
<br />15 SH
<br />19
<br />7/8" "
<br />x
<br />63"
<br />19 1 /4 x
<br />63 1/4-
<br />16 S H
<br />19
<br />7/8 I'll
<br />x
<br />76 3/4"
<br />19 1/4- x
<br />76 3/4"
<br />H32 SH
<br />27
<br />1/4"
<br />x
<br />26"
<br />26 5/8" x
<br />26 1/4'
<br />H33 SH
<br />27
<br />1/4"
<br />x
<br />38 1/4"
<br />26 5/8" x
<br />38 5/8-
<br />H34 SH
<br />27
<br />1 /4"
<br />x
<br />50 5/8"
<br />26 5/8" x
<br />50 7/8-
<br />H35 SH
<br />27
<br />1 /4"
<br />x
<br />63*
<br />26 5/8" x
<br />63 1/4"
<br />H36 SH
<br />27
<br />1/4
<br />x
<br />76 3/4"
<br />26 5/8" x
<br />76 3/4'
<br />22 SH
<br />37
<br />3/4"
<br />x
<br />26"
<br />1/8.1
<br />37 x
<br />26 1/4'
<br />23 SH
<br />37
<br />3/4"
<br />x
<br />38 1/4"
<br />37 1/8" x
<br />38 5/8'
<br />24 SH
<br />37
<br />3/4"
<br />x
<br />50 5/8"
<br />37 1/8.1 x
<br />50 7/8-
<br />2WE SH
<br />37
<br />11
<br />3/4
<br />x
<br />56"
<br />37 1/8" x
<br />56 1/4'
<br />25 SH
<br />37
<br />3/4"
<br />x
<br />63"
<br />37 1/8" x
<br />63 1/4'
<br />26 SH
<br />37
<br />3/4"
<br />x
<br />76 3/4"
<br />37 1/8" X
<br />76 3/4'
<br />32 SH
<br />53
<br />7/8"
<br />x
<br />26"
<br />53 1 /4" x
<br />26 1/4'
<br />33 SH
<br />53
<br />7/8"
<br />x
<br />38 1/4"
<br />53 1 /4" x
<br />38 5/8-
<br />34 SH
<br />53
<br />7/8"
<br />x
<br />50 5/8"
<br />53 1 /4*' x
<br />50 7/8*
<br />3WE SH
<br />53
<br />7/8"
<br />x
<br />56'
<br />53 1/4" x
<br />56 1/4'
<br />35 SH
<br />53
<br />7/8"
<br />x
<br />63"
<br />53 1/4" x
<br />63 1/4-
<br />36 SH
<br />53
<br />7/8"
<br />x
<br />76 3/4"
<br />53 1/4" x
<br />76 3/4-
<br />(2) 22 SH's
<br />74
<br />3/4"
<br />x
<br />26"
<br />CHECK WITH MANUF.
<br />(2) 32 SH's
<br />107"
<br />x
<br />26*
<br />CHECK WITH MANUF.
<br />(2) 23 SH' S
<br />74
<br />3/4"
<br />x
<br />38 1/4"
<br />CHECK WITH MANUF.
<br />(2) 33 SH' S
<br />107"
<br />x
<br />38 1/4"
<br />CHECK WITH MANLIF.
<br />(2) 24 SH' S
<br />74
<br />3/4"
<br />x
<br />50 5/8"
<br />CHECK WITH MANUF.
<br />(2) 34 SH' s
<br />107"
<br />x
<br />50 5/8"
<br />CHECK WITH MANUF.
<br />(2) 25 SH'S
<br />74
<br />3/4"
<br />x
<br />63"
<br />CHECK WITH MANLIF.
<br />1(2) 35 SH' s
<br />107"
<br />x
<br />63* ICHECK
<br />WITH MANUF.
<br />*NOTE: THE ABOVE WINDOW CHART FITS M
<br />OST WINDOW MANUFACTURERS
<br />WINDOWS HOWEVER THE CONTRACTOR SHALL VERIFY WITH CHARTS
<br />DOCUMENTATION PROVIDED WITH SPECIFIC WINDOW MANUFACTURER
<br />NOTES
<br />R302.5 Dwalline/garac;Ia open Ing/peretra t ion protection.
<br />Openlnqo and penatriltions through the walls or callings separating
<br />the dwelling from theearaeo shall be in accordance with
<br />Sections R302.5.1 through R302.5.3.
<br />R302.5.1 Opening protection. Openings from a private garage directiq
<br />Into a room used ror sleeping purposes shall not be permitted. other'
<br />operlings between the garage and residence shall be equipped with
<br />solid woodcloors not lose than 13/0 Inches (35 mm) in thickness, solid or
<br />2o-minute rire-rated doors, equipped with a 6&lfclo6ifig device.
<br />hona�comb- core steel doore not lose than 13/5 inches (35P mm) thick, or
<br />R302.5.2 Duct penetration. Ducts in the garage and ducts penetrating
<br />the walls or calling& separating the dwelling rrom thaearase shall be
<br />constructed or a minimum No. 26 gage (0.48 mm) sheet steel, I inc-Ih (25.4
<br />mm) minimum rigid nonmetallic Class 0 or Class I duct board, or other
<br />approved material and shall have no openings Into the garage.
<br />R302.5.3 Other penetrations. Penetrations through the
<br />separation required in Section R302.6 shall be protected as
<br />required b� Section R302.11, Item 4.
<br />R302b Dwelling/garage rire separation. The garage shall be
<br />separated as required bV Table R302,6. Openings in garage
<br />waII5 shall compl� with $action R3025. This provision does
<br />not applV to garage walls that are perpendicular to the adjacent
<br />dwelling unit wall.
<br />R302.1 Under -stair protection. Enclosed accessible space
<br />under stairs shall have walls, unclar-stair surrac& and dn� sorfits
<br />protected on the enclosed side with 112-Inch (12.1 mm) gVpGL#n
<br />board,
<br />TABLE R302.6
<br />DWELLING/GARAGE SEPEFRATION
<br />6EPARATION
<br />MATERIAL
<br />FROM TPE RESIDENCE AND AT71CS
<br />NOT LESS THAN 112 INCH GYPSUM 50ARD OR EOUIVALENT APPLIED TO
<br />THE GARAGE 61DE
<br />FROM ALL HABITABLE ROOMS ABOVE THE GARAGE
<br />NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EOUIVALENT
<br />STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED
<br />NOT LESS THAN 112 INC14 GYPSUM BOARD OR EOUIVALENT
<br />FOR 6EPERATION REQUIRED 5Y THIS SECTION
<br />RAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT
<br />NOT LESS THAN 1/2 INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO
<br />ON THE SAME LOT
<br />THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA
<br />Him
<br />2X& AL. BEAM
<br />Screened
<br />Room
<br />14'-4" x 32._0.1
<br />WALL EX15TING
<br />CONNECTION
<br />1.
<br />- - - - - - - - - - - - - - - - -
<br />L - - - -
<br />- - - - - - - - - - - -
<br />- - - - - - -
<br />- - - - - - - - - --
<br />I
<br />14'-4" x 32'_0
<br />6'-0" CLG. HG
<br />1 - 11 11 / - - - - - - j
<br />III-011 X 121-01,
<br />8'-0" CLG, WGT.
<br />1 -- - - - - - - - -- =-=- '
<br />L
<br />f5reakScist Area
<br />111-011 X 101-51,
<br />REPLACE WINDOW 1
<br />- - - - WITH DOOR L = = = = &'-0" FLAT CLG,
<br />- - - - - - - - - - - J-1
<br />_T 3 r - - - - - -
<br />1 1
<br />11 1 1 F
<br />1 1 1 11 1
<br />1 11 1
<br />F_ - - - - - - - - - - - --
<br />1 L h
<br />1 - - - - - - - - I I I Great RcII:
<br />- - - - - - - - - - I I
<br />15'-011 X ll'-411
<br />I L - - - - - - - - VAULTEDCLG.
<br />NEW WALL / EXISTING 11 1 1 1
<br />WALL CONNECTION 11 1 1
<br />T_
<br />i t Chan
<br />12'-0" X 9-5"
<br />VAULTED CLG. 16\
<br />T- E X 11 1
<br />12'-011 X W-011 I I I / I \
<br />e�_ � I-
<br />&'-0" CILG. H6T. I F =::F - - n
<br />I I
<br />L ��l I tic 1
<br />- - - - - - - - - -
<br />I E� L-----J
<br />I I I E 7 F - - - - - - - - - - - - - - - - - - - - - -
<br />I I I F==
<br />I I F _7I I
<br />V.V. L 11 311 1
<br />IF I
<br />I_ - - - - - - - - - - - - - - - - - - I L _J I
<br />-n I utilitu
<br />I I I WH FI_ - I I
<br />11 1 irp'-4" X 5'-B" 1 1
<br />--------- /AHU\ I I
<br />11 1 1 h I I
<br />I I I I I � I I Den V
<br />LL_ _J ll'-O" X 10'-4" 1
<br />- - - - - - - - - - - LIL - - - - - I L _j L - - - - - - I - - - -
<br />r - - - - - - - - - - - - - /C Ic - - - - - - - -- VAULTED CLG.
<br />_U
<br />-1, >
<br />FRAMING NOTES:
<br />ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED
<br />CENTER OF THE STUD UNLESS NOTED OTHERWISE.
<br />ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE
<br />STUD OR FACE OF BLOCK (AS APPROPIR I ATE) WHICH LINES
<br />WITH THE FOUNDATION BELOW.
<br />ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
<br />PRESSURE TREATED OR APPROVED CEDAR, OR HAVE 15 LB.
<br />FELT BARRIER.
<br />SEE SHEETS - S1. S2 AND ADDITIONAL "S" SHEETS
<br />FOR ADDITIONAL STRUCTURAL DETAILS / NOTES
<br />SECTION R602
<br />WOOD WALL FRAMING
<br />R602. 1 IDENTIFICATION. LOAD -BEARING DIMENSION LUMBER
<br />FORSTUDS, PLATES AND HEADERS SHALL BE IDENTIFIED BY A
<br />GRADE MARK OF A LUMBER GRADING OR INSPECTION AGENCY
<br />THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT
<br />COMPLIES WITH DOC PS 20. IN LIE OF A GRADE MARK, A
<br />CERTIFEC I I P I ON ISSU D BY A LUMBER GRAD
<br />AT ON OF NS ECT UE NG
<br />OR INSPECTION AGENCY MEETING THE REQUIREMENTS OF THIS
<br />SECTION SHALL BE ACCEPTED.
<br />R602. 1. 1 END -JOINTED LUMBER. APPROVED END -JOINTED
<br />LUMBER IDENTIFIED BY A GRADE MARK CONFORMING TO
<br />SECTION
<br />R602. 1 MAY BE USED INTERCHANGEABLY WITH SOLID -SAWN
<br />MEMBERS OF THE SAME SPECIES AND GRADE. END -JOINTED
<br />LUMBER USED IN AN ASSEMBLY REQUIRED ELSEWHERE IN THIS
<br />CODE TO HAVE A FIRE -RESISTANCE RATING SHALL HAVE THE
<br />DESIGNATION " HEAT RESISTANT ADHESIVE" OR "HRA"
<br />INCLUDED IN ITS GRADE MARK.
<br />R602. 1.2 STRUCTURAL GLUED LAMINATED TIMBERS. GLUED
<br />LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDEN71FIED
<br />AS REQUIRED IN ANSI/AITC A190. 1 AND ASTM D 3737.
<br />R602.1.3 STRUCTURAL LOG MEMBERS. STRESS GRADING OF
<br />STRUCTURAL LOG MEMBERS OF NONRECTANGULAR SHAPE, AS
<br />TYPICALLY USED IN LOG BUILDINGS, SHALL BE IN
<br />ACCORDANCE WITH ASTM D 3957. SUCH STRUCTURAL LOG
<br />MEMBERS SHALL BE IDENTIFIED BY THE GRADE MARK OF AN
<br />APPROVED LUMBER GRADING OR INSPECTION AGENCY. IN L IEU
<br />OF A GRADE MARK ON THE MATERIAL, A CERTIFICATE OF
<br />INSPECTION AS TO SPECIES AND GRADE, ISSUED BY A
<br />LUMBER -GRADING OR INSPECTION AGENCY MEETING THE
<br />REQUIREMENTS OF THIS SECTION, SHALL BE PERMITTED TO BE
<br />ACCEPTED.
<br />R602. 11, 4 STRUCTURALCCOMPOSITEPLUMBER. USTRUCTURAL
<br />CAPAC TIES FOR STRU TURAL COM OSITE L MBER SHALL BE
<br />ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D
<br />5456.
<br />R602.2 GENERAL REQUIREMENTS.
<br />R602.2.1 [ IRC 602.8] FIREBLOCKING REQUIRED.
<br />FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH
<br />SECTION R302.11.
<br />R602.2.2 [IRC 602.7.3] NONBEARING WALLS. LOAD -BEARING
<br />HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR
<br />NONBEARING WALLS. A SINGLE FLAT 2-INCH BY 4-INCH( 51
<br />MM BY 102 MM) MEMBER MAY BE USED AS A HEADER IN
<br />INTERIOR OR EXTERIOR NONBEARING WALLS FOR OPENINGS UP
<br />T08 FEET (2438 MM) IN WIDTHIF THE VERTICAL DISTANCE
<br />TO THE PARALLEL NAILING SURFACE ABOVE IS NOT MORE THAN
<br />24 INCHES (610 MM). FOR SUCH NONBEARING HEADERS, NO
<br />CRIPPLES OR BLOCKING ARE REQUIRED ABOVE THE HEADER.
<br />R602. 2. 2. 1[ IRC 602. 5] INTERIOR NONBEARING WALLS.
<br />INTERIOR NONBEARING WALLS SHALL BE PERMITTED TO BE
<br />CONSTRUCTED WITH 2-INCH BY 3-INCH (51 MM BY 76 MM)
<br />STUDS SPACED 24 INCHES (610 MM) ON CENTER OR, WHEN NOT
<br />(51 MM BY
<br />PART OF A BRACED WALL LINE, 2-INCH BY 4-INCH
<br />102 MM) FLAT STUDS SPACED AT 16 INCHES (405 MM) ON
<br />CENTER. INTERIOR NONBEARING WALLS SHALL BE CAPPED WITH
<br />AT LEAST A SINGLE TOP PLATE. INTERIOR NONBEARING WALLS
<br />SHALL BE FIREBLOCKED IN ACCORDANCE WITH SECTION
<br />R302. 11.
<br />R602. 2. 3 [IRC 602.61 DRILLING AND NOTCHING -STUDS.
<br />DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE
<br />WITH THE FOLLOWING:
<br />1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING
<br />PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT
<br />EXCEEDING 25 PERCENT OF ITS WIDTH. STUDS IN NONBEARING
<br />PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40
<br />PERCENT OF A SINGLE STUD WIDTH.
<br />2. DRILLING. ANY STUD MAY BE BORED OR DRILLED,
<br />PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO
<br />MORE THAN 60 PERCENT OF THE STUD WIDTH, THE EDGE OF
<br />THE HOLE IS NO MORE THAN 5/8 INCH( 16 MM) TO THEEDGE
<br />OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME
<br />SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR
<br />WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT
<br />AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO
<br />MORE THAN TWO SUCCESS IVE DOUBLED STUDS BORED. SEE
<br />FIGURES R602.2.3(l) AND R602.2.3(2) [IRC FIGURES
<br />R602.6(l) AND R602,6(2)].
<br />EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED
<br />WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE
<br />MANUFACTURER.S
<br />RECOMMENDATIONS,
<br />R602.2.3.1 [IRC 602.6.1] DRILLING AND NOTCHING OF TOP
<br />PLATE. WHEN PIPING OR DUCTWORK 15 PLACED IN OR PARTLY
<br />IN AN EXTERIOR WALL OR INTERIOR LOAD -BEAR ING WALL,
<br />NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP
<br />PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A
<br />GALVANIZED METAL TIE NOT LESS THAN 0. 54 INCH TH CK
<br />(1.37 MM) ( 16GA) AND 11/2 INCHES( 38 MM) WIDE SHALL
<br />BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF
<br />THE OPENING WITH NOT LESS THAN EIGHT IOD (0.148 INCH
<br />DIAMETER) HAVING A MINIMUM LENGTH OF 1112 INCHES( 38
<br />MM) AT EACH SIDE OR EQUIVALENT. THE METAL TIE MUST
<br />EXTEND A MINIMUM OF 6 INCHES PAST THE OPENING. SEE
<br />FIGURE R602. 2. 3, 1[ IRCF IGURE R602. 6. 1].
<br />EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE
<br />NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL
<br />SHEATHING.
<br />ENGINEEfR'S NOTE&
<br />(I.) ALL WORK TO BE DONE ACCORDING TO 5th Edition (2014) FE5G- (Floricla Building Code)
<br />(2.) ASSUMED 501L BEARING CAPACITY TO BE 2000 P6F. 501L CAPACITY TO BE
<br />VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. INFORM ENGINEER OF
<br />VARIATIONS. FOOTINGS TO BE EXCAVATED TO CLEAN SOIL, FREE OF VEGETATION
<br />AND DELETERIOUS MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED
<br />BASE.
<br />(3.) IT 19 THE CONTRACTOR'S SOLE RESPONS151LITY TO DETERMINE ERECTION
<br />PROCEDURE AND 5E0UENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS
<br />COMPONENT PARTS DURING ERECTION. TW15 INCLUDES, BUT 15 NOT LIMITED TO, THE
<br />ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE DOWNS TWAT MAY
<br />BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE
<br />PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.
<br />(4.) ALL DIMENSIONS AND ELEVATION$ SHOWN ON THE STRUCTURAL DRAWINGS
<br />SHALL BE VERIFIED AND SHALL CONFORM TO THE ARCHITECTURAL DRAWINGS.
<br />(5.) CONCRETE
<br />MINIMUM COMPRESSIVE CONCRETE STRENGTH TO BE 3000 PSI IN 26 DAYS. ALL
<br />CONCRETE SHALL BE READY MIXED" AND IN ACCORDANCE WITH A.S.T.M.
<br />SPECIFICATION C-S4. ALL CONCRETE MODULAR UNITS SWALL HAVE A
<br />COMPRESSIVE STRENGTH Or- ]SOO PSI WITH TYPE M OR 8 MORTAR, 2000 PSI,
<br />((od SLAB ON FILL
<br />INTERIOR CONCRETE 5LA55 POURED ON FILL TO BE POURED OVER WATERPROOF
<br />MEMBRANES. ALL SLABS TO BE REINFORCED WITH &X(b 10/10 WELDED WIRE MESH.
<br />(1) LUMBER
<br />1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED,
<br />2. CURRENT EDITION, ASSOCIATION GRADING RULES, GOVERN.
<br />3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW
<br />AGENCY.
<br />4. ANY SPECIES ALLOWED UNLESS OTHERWISE NOTED,
<br />5. SIZES ARE NOMINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN
<br />LUMBER STANDARD PS 20-10,
<br />Co. MOISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19
<br />OR LESS AT THE TIME OF INSTALLATION.
<br />(8.) TERMITE TREATING
<br />SOIL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0"
<br />41
<br />F 71 BEYOND THE PERIMETER LINES OF THE BUILDING.
<br />NEW GARAGE: F207 5F
<br />NEW SCREEN PORCH: 45& 6F
<br />TOTAL NEW: C305 &F
<br />DOOR SIZE FEET (H(ST. (o'-8"
<br />4EUNLESS NOTED OTHERWISE)
<br />DOOR 51ZE INCHES
<br />P
<br />PRE -HUNG (PH) or WRAP (W)
<br />or POCKET (PKT)
<br />WINDOW SIZE
<br />D
<br />PLATE PGT. 0 10'-0" A.F.F.
<br />BEARING WALL
<br />ALL CMU WALLS CONSIDERED SHEAR WALL
<br />(S.) ALL STEEL SHALL BE 40 KS1 WITH A MINIMUM CLEAR COVER OF 311 AGAINST
<br />SOIL, AND SHALL PAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE
<br />REBAR,
<br />(10.) 2"XI2" HEADERS SHALL BE 2-2"XI2" LAMINATED W1 1/2" PLYWOOD GLUED W/
<br />CONSTRUCTION ADHESIVE AND NAILED W1 5-*160 COMMONS Iro" O.C. TO MEET
<br />LOADS AS INDICATED.
<br />(11.) ALL FASTENERS SHALL COMPLY WITH THE DE51GN LOADS,
<br />(12.) CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS)
<br />ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE 5UILDIW_z INSPECTOR,
<br />TO MEET LOADS AS INDICATED.
<br />CL
<br />:3
<br />2
<br />(D
<br />C
<br />0
<br />CD
<br />0
<br />C14
<br />CELL POURED 50LID w/ (1)05
<br />FROM FTG. TO BONE) BEAM e
<br />TIE MAX BOLTS a ro'-O" C.C. 4
<br />12" FROM ANY CORNER
<br />F_
<br />CL
<br />0
<br />
|