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a
<br />MECONN. P05T TO 5EAM
<br />n
<br />®4 474
<br />'4
<br />2211
<br />,,t_ REBAR
<br />POST AND BEAM
<br />SCALE. I oa ® I -0"
<br />ALL N ILI S PEP, TABLE R602.50)
<br />M
<br />PRE -MANUFACTURED TRU5SE5
<br />24" O.C. (TYPICAL).
<br />ROOF SHEATHING, EDGE NAILING 6t IL,
<br />PER TABLE R602,30) (TYP) L, @
<br />_ COMPOSITION SHINGLES OVER,�I
<br />15 POUND FELT PAPER OVER
<br />J/-" C.D.X. OR, O.S.B. 5HEATHIN6_,
<br />STAGGER JOINTS. (TYP)
<br />50LID BLOCKING BETWEEN
<br />_ RAFTERS ATTACHED TO TOP
<br />.AZB- e, TYPICAL IN CEILING) PLATES WITH e)d @ 6" O,C. ALONG
<br />ZZ LENGTH OF BRACED WALL PANEL.
<br />SIMPSON STRONG -TIE
<br />HI HURRICANE' CLIP g
<br />TRUSS CONNECTION
<br />(TYP).
<br />\-- CONTINUOUS GUTTER
<br />- DOUBLE TOP PLAT E
<br />- kbRIEONTAL 51DING OVER 5LDG.
<br />PAPER OVER "i/1" 055.
<br />PLA5HIN6 HAS REOUISREI:;).
<br />2X6 STUDS le," 0.0, (TYP)
<br />DBL. 2XIO RIM
<br />1/2" X 10" ANCHOR BOLT WITH
<br />5 X 3 X 4 PLATE MASHERS
<br />(PER I.I.C. 4031.6af)
<br />n SLOPE
<br />O IN FLOOR
<br />K
<br />I u,
<br />Alt
<br />& MIL VAPOR,BARRRIER It,U) a
<br />to
<br />1 �r
<br />54 REBAR HORIZONTAL,
<br />4 REBAtR N,15T5). HOOK 24"
<br />O.C. VERTICAL
<br />7e1 A AALL CROSS 5F.Co"PTiON
<br />1. &ENFRAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS
<br />ON SITE WHEN SUCH DAMAGE 15 A RESULT OF THEIR ACTION AND SHALL BE PERFORMED AT THEIR EXPENSE. AND
<br />SHALL VERIFY 51ZE AND LOCATIONS OF OPENINGS THROUGH SL4B5 AND WALLS WITH OTHER TRADES,
<br />2. GENERAL CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAW5, ORDINANCES, RULES, REGULATIONS
<br />(INCLUDING MATERIALS) AND ORDERS OF ANY PERTINENT PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF
<br />THE WORK
<br />5. ALL WORK TO COMPLY WITH THE LATEST EDITION TO THE f.R.O, OR PER THE LATEST EDITION OBSERVED BY THE
<br />JURISDICTION.
<br />4. THE CONTRACTOR 15 TO NOTIFY THE DE5169N PROFESSIONAL OF ANY DISCREPANCIES IN DIMENSIONS, DO NOT SOLE
<br />DRAWING5.
<br />5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE AORK OF ALL TRADES AND VERIFY ALL
<br />DIMENSIONS
<br />�s. GENERAL CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR DUCTS, PIPING, CONDUITS, CA51NE75, AND
<br />EQUIPMENT
<br />1. ANY SUB CONTRACTOR OR VENDOR TO PROVIDE ALL FOOD BACKING, FURRING, STRIPPING OR BLOCKING
<br />INDICATED OR REQUIRED FOR INSTALLATION AND ATTACHMENT OF WORK OF ALL OTHER TRADES. CUT AND FRAME
<br />ALL OPENINGS REQUIRED.
<br />.. EACH SI,R.C.ONTRACTOR 15 RESPONSIBLE FOR THE REPAIR, OF ANY DAMAGE TO FINISHED AORK ADJACENT TO
<br />THEIR WORRK WHEN SUCH DAMAGE 15 A RESULT OF THEIR ACTION AND SHALL BE PERFORMED AT THEIR EXPENSE,
<br />cf. EACH SUB CONTRACTOR AT THE COMPLETION OF THEIR WORK 15 TO REMOVE ALL THEIR DEBRIS TO A LOCATION
<br />AS OUTLINED BY THE GENERAL CONTRACTOR AND THEREIN AT END OF ( I ) INEEK TO BE HAULED OFF AT THEIR OWN
<br />EXPENSE. IF NOT WILL BE REMOVED BY GENERAL CONTRACTOR AND DEDUCTED FROM SUB CONTRACTORS' INVOICE,
<br />10. ALL PLUMBING TO COMPLY WITH THE UNIFORM PLUMBING CODE IF APPLIES.
<br />11. WATER SERVICE PIPES IN UNHEATED SPACES TO BE INSULATED.
<br />12. PROVIDE HOT 4 COLD WATER LINES WITH SHUT-OFF VALVE, 1 1/2" DIA. DRAIN WITH TRAP AND VENT AT ALL SINKS,
<br />15. PROVIDE WATER HAMMER DAMPERS AT ALL PLUMBING FIXTURES.
<br />14. ALL 5HOWER LEADS TO BE EQUIPPED WITH A FLOW CONTROL DEVICE LIMITING THE AATER FLOW TO 2.5 GPM.
<br />MAXIMUM.
<br />15. HOT WATER HEATER SHALL MEET ASHREA qO-15 REQUIREMENTS PER I`-151 NATIONAL ENERGY CONSERVATION ACT.
<br />ADDITIONALLY, SHALL NOT BE HARDWIRED TILL FINAL OCCUPANCY IN5PECTION : ELECTRIC 4 PLUMBING
<br />CONTRACTORS' MILL BE RESPONSIBLE AT THEIR COST NOT TO HAVE HAT POWERED PRIOR TO HOT AATER TANK
<br />BEING FULL OF TER
<br />I6, MECHANICAL AND ELECTRICAL WORK PERFORMED UNDER A SEPARATE PERMIT. EACH 5f.R.C.ONTRACTOR TO OBTAIN
<br />ALL THE REQUIRED PERMITS AND APPROVALS.
<br />1 [. HEAT SHALL BE FORCED AIR UNIT IN NEW BEDROOMS AND LIVING/DINING AREA.
<br />15. PRF-55URE TREAT ALL WOOD ADJACENT TO ALL CONCRETE. USE OF BUILDIN FELT SHALL EXEMPT PRESSURE
<br />TREATING.
<br />161. FOOD PLATE ON CONCRETE FOUNDATION TO BE MINIMUM OF 6" ABOVE DE.
<br />20. CRAWL SPACE TO BE A MINIMUM OF 15" UNDER WOOD FLOOD,
<br />21. CRAWL SPACE ACCESS WITH A MINIMUM OPENING OF 1&" X 24".
<br />22. ATTIC ACCESS PER SECTION NR 501 (IRC) W/ A MINIMUM OPENING OF 2211X50" AND KITH A MINIMUM OF 30" OF
<br />HEADROOM.
<br />25, WOOD COLUMN SUPPORTS TO CONCRETE TO BE A MINIMUM OF &" ABOVE &ROUND.
<br />24. WOOD GIRDERS OR BEAMS ENTERING MASONRY OR CONCRETE TO HAVE A MINIMUM OF f/" AIRSPACE, OR P.T.
<br />fNOOD OR 15 B.P.
<br />25. ALL DRYERS VENTS TO HAVE A CLEAN OUT AT THE DRYER LOCATION.
<br />2&. PROVIDE TWO FLOOR JOISTS UNDER CRIPPLES FOR AINDOW DOOR HEADEIR5 AT CANTILEVER SECTIONS.
<br />2'7. PROVIDE DRAFT STOPS, FIRE BLOCKING AND FIRE STOP5 AS REQUIRED BY I.R.C.
<br />2a. ALL GLAZING SHALL BE INSULATE-0 SAFETY GLASS IN AREAS REOUIREn BY THE I.R.C. AND ALL OTHER APPLICABLE
<br />CODES.
<br />2cl. PROVIDE NATURAL LIGHTING AT THE RATE OF I/IOTHE OF THE FLOOR AREA FOR ALL. HABITABLE ROOMS, EXCEPT
<br />KITCHEN, 4 <10 S,F.
<br />30. BEDROOM NINPOIN5 SHALL HAVE MINIMUM CLEAR DIMENSIONS AS FOLLONS. SILL HEIGHT MAXIMUM OF 44" ABOVE
<br />FLOOR,
<br />31. AINDOW5 WITHIN I01 OF GRADE, SHALL HAVE 5CREW5 AND LOCK CA5E5 THAT ARE INACCESSIBLE FROM THE
<br />OUTSIDE.
<br />32. ALL OPERABLE WINDOWS AND EXTERIOR DOORS SHALL BE PROVIDED INITH FACTORY INSTALLED INEATHER
<br />5TRIPPINC7.
<br />33, ALL BATT INSULATION TO HAVE ALL RIPS, TEARS, GUTS AND JOINTS IN THE VAPOR BARRIER SEALED W/ TAPE B/4
<br />GWB INSTALL,
<br />54. ALL DOORS SHALL BE EG2U I PPED WITH HARDWARE EVERY ENTRANCE DOOR SHALL HAVE A DEAD BOLT OR DEAD
<br />LATCH WITH AT LEAST A 1/2" THROW AND SHALL HAVE A VISITOR ODSERVATION PORT OR A C7LA55 51DELICHT.
<br />35. ALL SWING DOORS NOT LOCATED BY DIMENSION OF PLANS, INTERIOR ELEVATIONS OR DETAILS SHALL BE 3" FROM
<br />FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED IN THE SPACE PROVIDED AS REQUIIRED.
<br />56. INTERIOR GYPSUM WALL BOARD TO BE I/2", U5E METAL TRIM AT ALL CORNERS AND EDGINGS. BOARD TO BE
<br />SCREWED. 3i. PROVIDE 5/5" GYPSUM WALL BOARD PROTECTION FOR USABLE, ENCLOSED SPACE UNDER 5T.AIRS, PER I.R.C.
<br />B a, EXHAUST AIR FROM BATH ROOMS, AND KITCHEN TO EXHAUST THROUGH ROOF OR 51DEWALLS.
<br />31:f. SMOKE DETECTORS @ EACH LIVING LEVEL, ALL BEDRR OM5 AND HALLS TO BEDROOMS TYPICAL
<br />TABLE R602.3(1)
<br />FAgTPKIPR SCHPID0 r- PnR sTRtIrTIIRAl IMFKARl=sus
<br />ITEM
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUMBER AND TYPE OF
<br />FiaSTENERa, n,
<br />Sp;ING OF FASTENERS
<br />Roof
<br />1
<br />Blocking between'oists or rafters to top plate, toe nail
<br />3-8d 21rd x 0.113"°)
<br />2
<br />Ceilingloists to plate, toe nail-
<br />-
<br />3-8d (2 ?!2„ x 0.113")
<br />�_-
<br />3
<br />Ceilingjoists not attached to parallel rafter, laps over partitions,
<br />face nail
<br />3-10d
<br />4
<br />Collar tie rafter, face nail or lire" x 20 gage ridge strap
<br />3-10d (3'" x 0.128")
<br />5
<br />12' after plate, toenail
<br />2-16d (31/,^ x 0.1.35")
<br />6
<br />Roofrafters to ridge, valley or flip rafters:
<br />toe nail
<br />face nail
<br />4-16d (31/ ,° x 0.135")
<br />3-16d ("3i,',: x 0.135"1
<br />-
<br />Wall
<br />7
<br />Built-up corner studs
<br />10d (3" x 0.128")
<br />24" o.c.
<br />8
<br />Built-up header, two pieces with 1 !2,, spacer
<br />16d (3112„ x 0.135")
<br />16" o.o. along each edge
<br />9
<br />Continued header, two pieces
<br />16d (31;,^ x 0,135")
<br />16" o.c. along each edge
<br />10
<br />Continuous treader to stud, toe mail
<br />4-8d 21/ „ x MAY')
<br />-
<br />11
<br />Double studs, face nail
<br />IOd (Y x 0.128")
<br />24`° o.c.
<br />12
<br />Double top plates, face nail
<br />10d (3" x 0.128")
<br />24" o.c.
<br />13
<br />Double top plates, minimum 48-inch offset ofendjoints,
<br />face hail in lapped area
<br />8-16d (3t12° x 0.135")
<br />-
<br />14
<br />Sole plate tojoist or blocking, face nail
<br />l6d (311,,, x 0.135")
<br />16" ox.
<br />15
<br />Sole plate tojoist or blocking at braced wall panels
<br />3-16d (3llw° x 0.135")
<br />16" o.c.
<br />16
<br />Stud to sole plate, toe nail
<br />3-8d (2t/2" x 0.113"°)
<br />or
<br />2-16d 31/�" x 0.135")
<br />-
<br />17
<br />To'p or sole plate to stud, end nail
<br />2-16d (31/,° x 0.135"
<br />18
<br />ToI2 plates, laps at corners and intersections, face nail
<br />2-10d (Y x 0.128"
<br />19
<br />V brace to each stud and plate, race nail
<br />2-8d (21i211 x 0.1.1.3")
<br />2 staples
<br />20
<br />1" x 6"° sheathing to each bearing, face nail
<br />2-8d (21/2" x 0.113")
<br />2 staples 1 / "
<br />1
<br />11" % 8" sheathing to each bearing, face nail
<br />2 8d (21i," x 0.113")
<br />3 staples 13/ "
<br />22
<br />Wider than 1" x 8" sheathing to each bearing, face nail
<br />3-8d (?-'12,, x 0.113," )
<br />4 staples 1.34'
<br />Floor
<br />23 -
<br />oast to sill or girder, toe nail
<br />3-8d (21r9" x 0.113"
<br />24
<br />1" x 6" subfloor or less to eachjoist, face nail
<br />2-8d (21/,,' x 0.113")
<br />2 staples l ,,
<br />25
<br />2" subfloor to joist or girder, blind and face nail
<br />2-16d (31/,,, x 0.135")
<br />26
<br />Rim joist to top plate, toe nail (roofa lications also)
<br />8d (21/,^ a 0.1.13")
<br />6" o.c.
<br />27
<br />2" taffies ' lank & beam - floor 8; roof)
<br />2-16d 31,,,, x 0.135")
<br />at each bearing
<br />28
<br />Built-up girders and beams, 2-inch lumber layers
<br />10d (3" x 0.128")
<br />Nail each layer as follows:
<br />32" o.c. at top and bottom and
<br />staggered. Two nails at ends
<br />and at each splice.
<br />29
<br />Ledger strip supporting joists or rafters
<br />3-16d (31„„ x 0.135")
<br />At eachjoistor rafter
<br />TABLE R602.3(1)-continued
<br />G=A..gTRRIPR Sr`.HPr)l 11 F= F' R STRII( &' IRAL MFMe3FRS
<br />SPACING OF FASTENERS
<br />Intermediate
<br />DESCRIPTION OF BUILDING
<br />Edges.
<br />supportsC, e
<br />ITEM
<br />MATERIALS
<br />DESCRIPTION OF FASTENER', 5
<br />(inches)'
<br />(inches)
<br />Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing
<br />3r 1/
<br />6d common (2" x 0.113") nail (subfloor wall)j
<br />6
<br />12 g
<br />30
<br />s" a
<br />8d common (21/2" x 0.131") nail (root
<br />sf 31 „
<br />6d common (2" x 0.113") nail (subfloor, wall)
<br />6
<br />t2o
<br />32
<br />t,;,, - --
<br />8d commotl (21�2" x 0.131") nail (roof
<br />32
<br />19132 1"
<br />8d conamon nail (21/2I� x 0.131")
<br />6
<br />l2g
<br />33
<br />t 1
<br />1 ;s° - 1 r,f'
<br />1Od common (Y x 0.1.48") nail or
<br />6
<br />12
<br />8d (t12�, x 0,131") defortnednail
<br />Other wall sheathings'
<br />34
<br />3/21'structural cellulosic
<br />vy, galvanized roofing nail, 7r16„ crown or 1"
<br />3
<br />6
<br />fiberboard sheathing
<br />crown staple 16 ga„ Ilia, long
<br />25t3?" structural cellulosic
<br />13r4" galvanizedroofing nail, 7/16,, crown or 1"
<br />3
<br />6
<br />3.5
<br />fiberboard sheathing
<br />crown staple 16 ga., 11,; long
<br />36
<br />1 /�' gypsum slaeathingil
<br />1312„ galvanized roofing nail; staple galvanized,
<br />7
<br />7
<br />1 ,V' 101tg, 1 ''4 screws, Type W orS
<br />37
<br />s;s" gypsum sheathing`1
<br />133/4, glavan; ed roofing nail.; staple galvanized,
<br />7
<br />7
<br />1 rs° long, 1 /s^ screws, Type NA, or S
<br />Wood structural panels, combination subfloor underlaym+entto framing
<br />3S
<br />3ra" and less
<br />16d deformed (2" x 0.1,20") nail or
<br />6
<br />12
<br />8d col anon. (2112" x 0.131P1) nail
<br />1„
<br />8d common(.21/2,- x 0.131 ") nail or
<br />6
<br />12
<br />39
<br />7/ 8„
<br />/
<br />8d deformed (2 1,, x 0.120") nail
<br />40
<br />lr/3„ _ 1?
<br />10d common (Y x 0.148") nail or
<br />6
<br />12
<br />8d deformed (2 112" x 0.120") nail
<br />For SI: 1 inch = 25.4 mm, 1 foot = 304.8 Inns, l mile per hour = 0.447 m,s; Iksi = 6.895 MPa.
<br />a. All nails are smooth-eounnon, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have mimmum
<br />average betiding yield strengths as shown: 80 ksi for shank diameter of®.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.1.42 inch but not
<br />larger than 0.177 inch, and 100 ksi for shank diameters of0.142 inch or less.
<br />b. Staples are 16 gage wire and have a minimum nfiv-ineh on diameter crown width.
<br />c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches orgreater.
<br />d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied xt ri 1da11 (
<br />e. Spacing offasteners not included in this table shall be based on Table R602.3(2).
<br />f. For regions having basic wind speed of 110 mph or greater, 8d deformed 4 _ . x 0.120) mails shall be used for attaching plywood and wood structural panel roof
<br />sheathing t0 flaming within InTIIinnun 43-inch distance from � iie >end walls ifmcatroof het Tt is more the 215 feet, up to 35 feet maximum.
<br />g
<br />1 �atmirsn trill be spaced 6 inches
<br />structural azeirool's1T�at1Tm to gable framing s
<br />,;. For regions having bade wind speed of 100 mph. or Less, nails for attaching wood U p � b a p
<br />on center. when basic wind speed is greater than 100 mph, nails for attaching panel roofsheathing to intermediate supports shall be spaced 6 inches on center for
<br />minimum 48-ineh distance from ridges, eaves and gable end walls; and 4inches on center to gable end wall framing.
<br />I 11. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTIM C 20K
<br />I. Spacing offasteners on floor sheathing panel edges applies to panel edges supported by training members and required blockingand at all floor perimeters only.
<br />Spacing offasteners on roofsheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking ofroofor Moor sheath-
<br />ing panel edges pelpendiculax to the framing tneunbers need not be provided except as required by other provisions ofthis code. Floorperimeter shall be supported
<br />by Naming members or solid blocking.
<br />a
<br />(Conti sued)
<br />
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