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RStffs
<br />ABBREVIATIONS
<br />A.B.
<br />ANCHOR BOLT
<br />LLH
<br />LONG LEG HORIZONTAL
<br />ADD'L
<br />ADDITIONAL
<br />LLV
<br />LONG LEG VERTICAL
<br />ADJ
<br />ADJACENT
<br />LT
<br />LIGHT
<br />AFF
<br />ABOVE FINISH FLOOR
<br />LW
<br />LIGHT WEIGHT
<br />L
<br />ANGLE
<br />LVL
<br />LEVEL
<br />ALT
<br />ALTERNATE
<br />ARCH
<br />ARCHITECT
<br />MFR
<br />MANUFACTURER
<br />ME77
<br />MEZZANINE
<br />BLDG
<br />BUILDING
<br />MID
<br />MIDDLE
<br />BM
<br />BEAM
<br />MIN
<br />MINIMUM
<br />BOTT
<br />BOTTOM
<br />MISC
<br />MISCELLANEOUS
<br />B.L.
<br />BRICK LEDGE
<br />M.L.
<br />MATCH LINE
<br />BRG
<br />BEARING
<br />MATL
<br />MATERIAL
<br />BTWN
<br />BETWEEN
<br />MAX
<br />MAXIMUM
<br />MECH
<br />MECHANICAL
<br />CANT
<br />CANTILEVER
<br />CIP
<br />CAST IN PLACE
<br />N.S.
<br />NEAR SIDE
<br />CLR
<br />CLEAR
<br />NSG
<br />NON -SHRINK GROUT
<br />CENTERLINE
<br />NW
<br />NORMAL WEIGHT
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />NIC
<br />NOT IN CONTRACT
<br />CONTR
<br />CONTRACTOR
<br />NITS
<br />NOT TO SCALE
<br />C.O.
<br />CUT OFF
<br />NO.
<br />NUMBER
<br />COL (S)
<br />COLUMN (S)
<br />COMP
<br />COMPOSITE
<br />O.C.
<br />ON CENTER
<br />CONIC
<br />CONCRETE
<br />OPNG
<br />OPENING
<br />CONNX
<br />CONNECTION
<br />O.H.
<br />OPPOSITE HAND
<br />CONTT
<br />CONSTRUCTION
<br />O.D.
<br />OUTSIDE DIAMETER
<br />C.J.
<br />CONSTRUCTION JOINT
<br />O.F.
<br />OUTSIDE FACE
<br />CONT
<br />CONTINUOUS
<br />CTR
<br />CENTER
<br />PCF
<br />POUNDS PER CUBIC FOOT
<br />PL
<br />PLATE
<br />DBA
<br />DEFORMED BAR ANCHOR
<br />PC
<br />PRECAST
<br />DBL
<br />DOUBLE
<br />PERP
<br />PERPENDICULAR
<br />DET
<br />DETAIL
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />J L
<br />DOUBLE ANGLE
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />DFL
<br />DOUGLAS FIR -LARCH
<br />DIA
<br />DIAMETER
<br />R
<br />REMAINDER OR RADIUS
<br />DIAG
<br />DIAGONAL
<br />REF
<br />REFER TO OR REFERENCE
<br />DWGS
<br />DRAWINGS
<br />REINF
<br />REINFORCEMENT/REINFORCE
<br />DWL (S)
<br />DOWEL (S)
<br />REQ'D
<br />REQUIRED
<br />RTU
<br />ROOFTOP UNIT
<br />EA
<br />EACH
<br />EW
<br />EACH WAY
<br />SA
<br />STUD ANCHOR
<br />EF
<br />EACH FACE
<br />SECT
<br />SECTION
<br />EJ
<br />EXPANSION JOINT
<br />SCHED
<br />SCHEDULE
<br />EL
<br />ELEVATION
<br />SHT
<br />SHEET
<br />ELEV
<br />ELEVATION OR ELEVATOR
<br />SHR
<br />SHRINKAGE
<br />ENGR
<br />ENGINEER
<br />SIM
<br />SIMILAR
<br />EQ
<br />EQUAL
<br />SPEC
<br />SPECIFICATION
<br />EXIST
<br />EXISTING
<br />STIFF
<br />STIFFENER
<br />EXP
<br />EXPANSION
<br />STL
<br />STEEL
<br />EXT
<br />EXTERIOR
<br />SYM
<br />SYMMETRICAL
<br />S.O.G.
<br />SLAB ON GRADE
<br />FS
<br />FAR SIDE
<br />SPA
<br />SPACING
<br />FF
<br />FINISH FLOOR
<br />SS
<br />STAINLESS STEEL
<br />FFE
<br />FINISH FLOOR ELEVATION
<br />STD
<br />STANDARD
<br />FV
<br />FIELD VERIFY
<br />SYP
<br />SOUTHERN YELLOW PINE
<br />FLR
<br />FLOOR
<br />FND
<br />FOUNDATION
<br />TEMP
<br />TEMPERATURE
<br />FTG
<br />FOOTING
<br />TEN
<br />TENSION
<br />TERM
<br />TERMINATE
<br />GA
<br />GAUGE
<br />T&B
<br />TOP AND BOTTOM
<br />GALV
<br />GALVANIZE
<br />T.O.C.
<br />TOP OF CONCRETE
<br />GR
<br />GRADE
<br />T.O.F.
<br />TOP OF FOOTING
<br />T.O.P.
<br />TOP OF PIER
<br />HK
<br />HOOK
<br />T.O.S.
<br />TOP OF SLAB
<br />H.R.
<br />HARD ROCK
<br />T.O. STL,
<br />TOP OF STEEL
<br />HORIZ
<br />HORIZONTAL
<br />TS
<br />TUBE STEEL
<br />HT
<br />HEIGHT
<br />TYP
<br />TYPICAL
<br />HAS
<br />HEADED ANCHOR STUD
<br />HSS
<br />HOLLOW STEEL SECTION
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />I.D.
<br />INSIDE DIAMETER
<br />VAR
<br />VARIES
<br />I.F.
<br />INSIDE FACE
<br />VERT
<br />VERTICAL
<br />IN
<br />INCH
<br />INFO
<br />INFORMATION
<br />W/
<br />WITH
<br />INT
<br />INTERIOR
<br />W/0
<br />WITHOUT
<br />WP
<br />WORK POINT
<br />JT
<br />JOINT
<br />WT
<br />WEIGHT
<br />JST
<br />JOIST
<br />WWF
<br />WELDED WIRE FABRIC
<br />K
<br />KIPS
<br />K.O.
<br />KNOCK OUT
<br />STRUCTURAL DESIGN CRITERIA
<br />1, STRUCTURAL DESIGN STANDARDS:
<br />2010 FLORIDA BUILDING CODE
<br />ASCE 7-10
<br />2. STRUCTURAL DESIGN CRITERIA:
<br />ROOF DEAD LOAD ............... . . .. . . ... 25 PSF
<br />ROOF LIVE LOAD .........................
<br />20 PSF
<br />ROOF LIVE DEFLECTION LIMITATION
<br />, .. , , .. . SPAN/240
<br />WIND LOAD:
<br />WIND SPEED:
<br />Vult - 140 MPH
<br />IMPORTANCE FACTOR:
<br />Iw = 1.0, CATEGORY II
<br />EXPOSURE CATEGORY:
<br />C
<br />C&C WALL LOAD, EDGE
<br />60.9 psf (EDGE STRIP "a" = 5 ft.)
<br />C&C WALL LOAD, FIELD
<br />33.2 psf
<br />NET UPLIFT, EDGE
<br />35.1 psf
<br />NET UPLIFT, FIELD
<br />21.5 psf
<br />GENERAL NOTES
<br />1, PRIOR TO EXECUTING ANY WORK INDICATED IN THESE DOCUMENTS, THE GENERAL
<br />CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL REPORT ANY
<br />DISCREPANCY BETWEEN THESE DOCUMENTS AND THOSE OF THE ARCHITECT AND ALL
<br />PROJECT CONSULTANTS, OR ANY ERROR, OMISSION OR DIFFICULTY AFFECTING HIS
<br />WORK TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW.
<br />2. ALL DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED
<br />TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE, EXCEPT WHERE A DIFFERENT DETAIL
<br />OR SECTION IS SHOWN,
<br />3, DIMENSIONS SHOWN ON STRUCTURAL PLANS, SECTIONS, AND DETAILS TAKE PRECIDENT
<br />OVER SCALE.
<br />4. THE DESIGN LOADS LISTED IN THE STRUCTURAL DESIGN CRITERIA ABOVE SHALL NOT BE
<br />EXCEEDED DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL MAKE
<br />ADEQUATE PROVISIONS FOR CONSTRUCTION LOADS AND TEMPORARY BRACING TO KEEP
<br />ALL ELEMENTS OF THE STRUCTURE PLUMB AND IN TRUE ALIGNMENT DURING ALL PHASES
<br />OF CONSTRUCTION. BRACING MEMBERS SHOWN ON STRUCTURAL DRAWINGS ARE
<br />REQUIRED FOR THE COMPLETED STRUCTURE AND MAY NOT BE ADEQUATE DURING
<br />CONSTRUCTION. ALL TEMPORARY SHORING AND BRACING IS THE SOLE RESPONSIBILITY OF
<br />THE CONTRACTOR.
<br />5. PRINCIPAL OPENINGS ARE SHOWN ON THE STRUCTURAL DRAWINGS. REFER TO
<br />ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OTHER
<br />OPENINGS AND TO VERIFY THE LOCATION AND SIZE OF OPENINGS THAT ARE SHOWN.
<br />GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DEVIATION IN THE SIZE OR
<br />LOCATION OF OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS PRIOR TO
<br />FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS OR RELATED MATERIALS,
<br />6, STRUCTURAL MEMBERS AND FOUNDATIONS SUPPORTING MECHANICAL EQUIPMENT
<br />HAVE BEEN DESIGNED FOR THE WEIGHT OF THE UNITS SHOWN ON THE STRUCTURAL
<br />DRAWINGS. ANY CHANGES IN SIZE, WEIGHT, OR QUANTITY OF UNITS SHALL BE REPORTED
<br />TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS
<br />OR RELATED MATERIALS,
<br />POST -INSTALLED ANCHORS
<br />1. ANCHORS SHALL BE OF THE TYPE, DIAMETER AND MINIMUM DIMENSIONAL
<br />REQUIREMENTS (EMBEDMENT, SPACING AND EDGE DISTANCE) AS INDICATED ON THE
<br />DRAWINGS.
<br />2, ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH DRILLING EQUIPMENT OF THE
<br />TYPE REQUIRED IN THE MANUFACTURER'S PUBLISHED ICC-ESR REPORT, HOLES SHALL
<br />BE CLEANED IN CONFORMANCE WITH THE ANCHOR MANUFACTURER'S INSTRUCTIONS,
<br />3. WHEN INSTALLING ANCHORS IN EXISTING REINFORCED CONCRETE, AVOID CUTTING
<br />OR DAMAGING THE EXISTING REINFORCING BARS.
<br />4, ADHESIVE ANCHOR INSTALLERS SHALL BE TRAINED BY A QUALIFIED REPRESENTATIVE
<br />OF THE ADHESIVE MANUFACTURER ON THE PROPER PROCEDURES AND TECHNIQUES
<br />FOR INSTALLATION.
<br />5. ADHESIVE SHALL BE STORED ON THE JOBSITE IN A COOL, DRY LOCATION IN
<br />CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS.
<br />SPECIAL INSPECTIONS &TESTING
<br />SPECIAL INSPECTIONS ARE REQUIRED TO BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING SECTIONS OR TABLES FROM THE INTERNATIONAL BUILDING CODE:
<br />IBC
<br />SPECIAL INSPECTIONS
<br />APPLICABLE
<br />NON-
<br />QUALIFICATIONS OF SPECIAL INSPECTOR &
<br />Section
<br />APPLICABLE
<br />FREQUENCY OF INSPECTION
<br />INSPECTION OF FABRICATORS
<br />Fabricator to provide documentation of certification per 1704.2.2
<br />1704.2
<br />(STEEL & LIGHT GA, TRUSS)
<br />X
<br />City - approved agency; periodic per table 1704.3
<br />1704.3
<br />STEEL CONSTRUCTION
<br />X
<br />City - approved agency; continuous for fresh concrete sampling,
<br />1704.4
<br />CONCRETE CONSTRUCTION
<br />X
<br />periodic for all other per table 1704A
<br />City - approved agency; continuous for grout & specimens; periodic
<br />1704.5
<br />CMU MASONRY CONSTRUCTION
<br />X
<br />for all other per table 1704.5.1.
<br />City - approved agency; inspect per IBC 1704.6.1 & 1704.6.2
<br />1704.6
<br />WOOD CONSTRUCTION
<br />X
<br />City - approved agency; inspect and test per sections 1704.7.1 -
<br />1704.7
<br />SOILS
<br />X
<br />1704.7.3.
<br />1704.8
<br />PILE FOUNDATIONS
<br />X
<br />City - approved agency; continuous
<br />1704.9
<br />PIER FOUNDATIONS
<br />X
<br />City - approved agency; continuous
<br />1704,15
<br />SPECIAL CASES (UNUSUAL IN NATURE)
<br />X
<br />WOOD FRAMING
<br />1. ALL WOOD FRAMING SHALL BE USED AT 19% MAXIMUM MOISTURE CONTENT
<br />AND SHALL CONFORM TO THE FOLLOWING MATERIAL REQUIREMENTS
<br />(SUBSTITUTIONS MUST BE APPROVED IN WRITING BY STRUCTURAL ENGINEER):
<br />MEMBER MATERIAL
<br />2x BEAMS, HEADERS, JOISTS, RAFTERS #2 S.Y.P.
<br />WALL STUDS, COLUMNS STUD S.P,F.
<br />BEARING PLATES, LEDGERS #3 S,P.F,
<br />PARALLEL STRAND LUMBER (PSL) OR Fb=2,925 psi
<br />LAMINATED VENEER LUMBER (LVL) E=2,000,000 psi
<br />2. ROOF SHEATHING TO BE NOMINAL 3/4" APA RATED SHEATHING WITH 32/16 SPAN
<br />RATING AND MINIMUM EXPOSURE 2 DURABILITY RATING. PLACE SUCH THAT
<br />STRENGTH AXIS OF PANEL IS PERPENDICULAR TO SUPPORTS AND PROVIDE 1/8"
<br />SPACING BETWEEN PANELS, FASTEN PANELS TO RAFTERS WITH 8d NAILS @ 6"
<br />O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.
<br />3. EXTERIOR WALL SHEATHING TO BE NOMINAL 112" APA RATED PLYWOOD PANELS
<br />WITH MINIMUM EXPOSURE 2 DURABILITY RATING. FASTEN PANELS TO STUDS
<br />WITH 8d NAILS @ 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE
<br />SUPPORTS.
<br />4, SILL PLATES AND OTHER MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH
<br />CONCRETE OR MASONRY SHALL BE PRESSURE TREATED FOR MOISTURE
<br />RESISTANCE.
<br />5, ALL LUMBER SHALL BE GRADE STAMPED PER W.C.L.B. RULES.
<br />6, NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE
<br />JOIST DEPTH. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE
<br />TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY HOLE SHALL NOT
<br />EXCEED ONE THIRD OF THE DEPTH OF THE JOIST. NOTCHES IN THE TOP OR
<br />BOTTOM OF JOISTS SHALL NOT EXCEED ONE SIXTH OF THE DEPTH AND SHALL
<br />NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. THE GENERAL
<br />CONTRACTOR SHALL COORDINATE THESE GUIDELINES WITH ALL TRADES.
<br />7. HOLES AND NOTCHES IN BEAMS AND HEADERS ARE NOT PERMITTED UNLESS
<br />VERIFIED IN WRITING BY THE ENGINEER OF RECORD.
<br />8. BEAMS COMPRISED OF TWO OR MORE MEMBERS SHALL BE GLUED AND NAILED
<br />TOGETHER WITH A MINIMUM OF TWO (2) ROWS OF 16d NAILS AT 12" O.C. BEAMS
<br />COMPRISED OF THREE OR MORE MEMBERS SUPPORTING LOAD THROUGH SIDE
<br />HANGERS SHALL BE NAILED PER ABOVE WITH ADDITIONAL 112" DIAMETER THRU
<br />BOLTS AT 18" O.C. STAGGERED TOP AND BOTTOM.
<br />9. NAILS, SPIKES, STAPLES, BOLTS, NUTS, WASHERS, ETC. SHALL BE GALVANIZED
<br />FOR EXTERIOR OR TREATED WOOD LOCATIONS; PLAIN FINISH FOR INTERIOR
<br />LOCATIONS.
<br />10. FRAMING CONECTORS SHALL BE SIMPSON "STRONG -TIE' OR APPROVED EQUAL
<br />AND SHALL BE APPROVED BY THE GOVERNING BUILDING CODE FOR THE
<br />APPLICATION INDICATED.
<br />STANDARD FASTENING SCHEDULE
<br />CONNECTION; LOCATION
<br />FASTENINGa
<br />1,
<br />JOIST TO SILL OR GIRDER; TOENAIL
<br />3-8d
<br />2.
<br />BRIDGING TO JOIST; TOENAIL EACH END
<br />2-8d
<br />3.
<br />1 " x 6" SUBFLOOR OR LESS TO EACH JOIST; FACE NAIL
<br />2-8d
<br />4.
<br />WIDER THAN 111x 6" SUBFLOOR TO EACH JOIST; FACE NAIL
<br />3-8d
<br />5
<br />2" SUBFLOOR TO JOIST OR GIRDER; BLIND AND FACE NAIL
<br />2-16d
<br />6.
<br />SOLE PLATE TO JOIST OR BLOCKING; TYPICAL FACE NAIL
<br />16d @16" O.C.
<br />SOLE PLATE TO JOIST OR BLOCKING AT BRACED
<br />WALL PANEL; BRACED WALL PANELS
<br />3-16d PER 16"
<br />7,
<br />TOP PLATE TO STUD; END NAIL
<br />2-16d
<br />8.
<br />STUD TO SOLE PLATE 4-8d TOENAIL OR 2-16d END NAIL
<br />9.
<br />DOUBLE STUDS; FACE NAIL
<br />16d @ 24" O.C.
<br />10.
<br />DOUBLE TOP PLATES; TYPICAL FACE NAIL
<br />16d @ 16" O.C.
<br />DOUBLE TOP PLATES; LAP SPLICE
<br />8-16d
<br />11,
<br />BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE; TOENAIL 3-8d
<br />12.
<br />RIM JOIST TO TOP PLATE; TOENAIL
<br />8d @ 6" O.C.
<br />13,
<br />TOP PLATES, LAPS AND INTERSECTIONS; FACE NAIL
<br />2-16d
<br />14.
<br />CONTINUOUS HEADER, TWO PIECES; ALONG EDGE
<br />16" O.C.
<br />15.
<br />CEILING JOISTS TO PLATE; TOENAIL
<br />3-8d
<br />16.
<br />CONTINUOUS HEADER TO STUD; TOENAIL
<br />4-8d
<br />17.
<br />CEILING JOISTS, LAPS OVER PARTITIONS; FACE NAIL
<br />3-16d
<br />18,
<br />CEILING JOISTS TO PARALLEL RAFTERS; FACE NAIL
<br />3-16d
<br />19.
<br />RAFTER TO PLATE; TOENAIL
<br />3-8d
<br />20.
<br />1" DIAGONAL BRACE TO EACH STUD AND PLATE; FACE NAIL
<br />2-8d
<br />21
<br />1 " x 8" SHEATHING TO EACH BEARING WALL; FACE NAIL
<br />2-8d
<br />22.
<br />WIDER THAN 1" x 8" SHEATHING TO EACH BEARING; FACE NAIL
<br />3-8d
<br />23.
<br />BUILT-UP CORNER STUDS
<br />24" O.C,
<br />24.
<br />BUILT-UP GIRDER AND BEAMS; FACE NAIL 20d @ 32" O.C. TOP AND
<br />BOTTOM STAGGERED ON
<br />OPPOSITE SIDES
<br />2-20d AT ENDS AND AT
<br />EACH SPLICE
<br />25
<br />2" PLANKS; AT EACH BEARING
<br />16d
<br />26.
<br />COLLAR TIE TO RAFTER; FACE NAIL
<br />3-10d
<br />27,
<br />JACK RAFTER TO HIP 3-10d TOENAIL OR 2-16d FACE NAIL
<br />28.
<br />ROOF RAFTER TO 2x RIDGE BEAM 2-16d TOENAIL OR 2-16d FACE NAIL
<br />29.
<br />JOIST TO BAND JOIST; FACE NAIL
<br />3-16d
<br />30.
<br />LEDGER STRIP; FACE NAIL
<br />3-16d
<br />31.
<br />WOOD STRUCTURAL PANELS AND PARTICLE BOARD:u
<br />SUBFLQOR, ROOF AND WALL SHEATHING (TO FRAMING):
<br />112" AND LESS
<br />6d c, k
<br />19/32" TO 3/4"
<br />8da OR 6de
<br />7/8" TO 1"
<br />8d°
<br />1-1/8" TO 1-1/4"
<br />1Odu OR 8de
<br />SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING):
<br />3/4" AND LESS
<br />6de
<br />7/8" TO 1"
<br />8de
<br />1-1/8" TO 1-1/4"
<br />14da OR 8de
<br />32.
<br />PANEL SIDING (TO FRAMING)
<br />1 /2"
<br />6df
<br />5/8"
<br />8d f
<br />33.
<br />FIBERBOARD SHEATHING:g
<br />1/2" NO. 11 GA, ROOFING
<br />NAILh OR 6d
<br />25/32" NO. 11 GA. ROOFING
<br />NAILh OR 8d
<br />34.
<br />INTERIOR PANELING
<br />1 /4"
<br />_
<br />4d i
<br />3/8"
<br />6dl
<br />a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE
<br />OTHERWISE STATED, REFER TO GOVERNING BUILDING CODE FOR ALLOWABLE
<br />STAPLE FASTENING ALTERNATIVES.
<br />b. NAILS SPACED AT 6" O.C. AT EDGES, 12" O.C. AT INTERMEDIATE SUPPORTS
<br />EXCEPT 6" AT SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF
<br />WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR
<br />WALLS, REFER TO SHEARWALL NOTES. NAILS FOR WALL SHEATHING ARE
<br />PERMITTED TO BE COMMON, BOX OR CASING.
<br />c. COMMON OR DEFORMED SHANK.
<br />d. COMMON.
<br />e, DEFORMED SHANK.
<br />f. CORROSION -RESISTANT SIDING OR CASING NAIL.
<br />g, FASTENERS SPACED 3" O.C. AT EXTERIOR EDGES AND 6" O.C. AT
<br />INTERMEDIATE SUPPORTS,
<br />h, CORROSION -RESISTANT ROOFING NAILS WITH 7/16" DIAMETER HEAD AND 1-112"
<br />LENGTH FOR 112" SHEATHING AND 1-3/4" LENTGH FOR 25/32" SHEATHING.
<br />i, CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE
<br />SUPPORTS.
<br />j, PANEL SUPPORTS AT 24 CASING OR FINISH NAILS SPACED 6" ON PANEL
<br />EDGES, 12" AT INTERMEDIATE SUPPORTS.
<br />k, FOR ROOF SHEATHING APPLICATIONS, 8d NAILS ARE THE MINIMUM REQUIRED
<br />FOR STRUCTURAL PANELS.
<br />IMPROVING YOUR WORLD I
<br />Reynolds, Smith and Hills, Inc.
<br />10748 Deerwood Park Blvd. S.
<br />Jacksonville, Florida 32256-0597
<br />904-256-2500 FAX 904-256-2501
<br />www.rsandh.com
<br />FL Cent. Nos. AAC001886 * I826000956
<br />EB0005620 * LCC000210 * GB238
<br />WELLS FARGO
<br />AGRIBOARD REPAIR
<br />ZEPHYR COMMONS
<br />7780 GALL BLVD.
<br />ZEPHYR HILLS, FL 33541
<br />6060 N. Central Expy,
<br />Suite 360
<br />Dallas, Texas 75206
<br />p: 214.237.7022
<br />f: 214.237.7025
<br />ARMSTRONG-DOUGLASS PARTNERS, LLC
<br />Consulting Engineers
<br />REGISTRATION
<br />REVISIONS
<br />DATE ISSUED: 10-22-13
<br />REVIEWED BY: SRA
<br />DRAWN BY: PC
<br />DESIGNED BY: SRA
<br />AEP PROJECT NUMBER
<br />501 - 2717-033
<br />C 2013 REYNOLDS, SMITH AND HILLS INC.
<br />SHEET TITLE
<br />STRUCTURAL
<br />NOTES
<br />SHEET NUMBER
<br />S1
<br />rA
<br />d
<br />Ie
<br />0
<br />GNSTRUCTION SE
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