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1Z DESIGN SPECIFICA TIONS.
3 23 WOOD:
DESIGN CODE. The 2WFlorlda Building Code (F Wood f ramIng shall be in accordance with FBC chapter 23 except as noted In these plans.
BC
OCCUPANCY. Res/dentaflGroup R-3 [one- and Two-Family ellIngs)
Dw
CONSTRUCTION: Type V1.Unprotected 32306J FASTENINGS.
BASIC WIND SPEED.120 mph
WIND IMPORTANCE FACTOR. /.0 (category//Building) The 'Fastening Schedule'In Table 2306 J shall be used U.N.O. In these plans and as follows. The double top plate shall provide a
WIND EXPOSURE. C Q= than 1500 ft from CCL or mean high t1de or located on a barrier Island) 4 ft lap and shall be face-nalled with (8)12d sinkers.
INTERNAL PRESSURE COEFFICIENT. !OJ8 (Enclosed Building - Located In the WInd-Borne Debris Region) Z
MAXIMUM DESIGN WIND PRESSURES (psf). J 2307 J SILLS ON CONCRE TE:
0
Opening Size (sfl�Edge zones (5'-O*from ouF51de corners) Interfor Zone This system uses a threaded rod (thru-bolt)continuous from the foundation to the double top plate.
0-20 +35 and (-)47
121-50 +35 and (-)J8 Typical anchor bolts are only required at the following 10cotlom- >
+J4 and (-)44 +J4 and f-)37 Spaced a 6'oc.at the exterior wall s/11 plates where the thru-bolt spacing Is greater than 6'oc. W
5/-100
+3/ and (-)40 +31 and (-)34 At the exterfor walls/l/plates where the thru-bolt Is more than 12'from the end of the plate.
>/00 +30 and (-)37 +30 and (-)J3 Anchor bolts are not required at Interior bearing walls/lIplates.
The nut at the double top plate shall be receive a final tightening of ter the roof system Is Installed.
DESIGN LIVE LOADS.-
Roof. 20 psf
Attics with Storage: 30 psf 32307.6 SUBFLOORS.-
Attics without Storage. /0 psf Where subf1dorIng Is Indicated In these plans use -X'T&G plywood glued with a construction adhesive and fastened per Table 2
FloorslStalrs. 40 psf
2.0 MATERIAL SPECIFICATIONS. 32308 VERTICAL FRAMING.
Use 2x6 studs at Woc.for all exterior walls U.N.O. In these plans.
CAST-IN-PLACE CONCRETE.shall hove a compressive strength of 3WO psi at 28 days.. Use SPF *2 to r a/1 framed walls U.N.O. In these plans.
CONCRETE MASONRY UNITS.shall be hd1ow unit masaftly in accordance with AS Ty C 90 and sholihove a minimum Use SYP *2 top plates and PT SYP *2 sfflplotes.
net area compressive strength of/900 PSI when usliq Type M or S mortar (ASTM C 270). In general the thru-bolts serve as the continuous load path from the double top plate to the ICF wall.
In accordance with ACI 530, the 1900 psi block In combination with Type M or S morfor provides a design compressive Where 'CONVENTIONAL STRAPPING'Is shown in these plans,use.
strength(fm)of 1500 psi.
Simpson SP2 wl (6)10d nalls each end for wall stud to top plate connections a JZ'O.C. -7
GROUT.The grout shall be in accordance with ASTM
C 476 and shall have a maxImm course aggregate size of 51mpson CS20 strapping wl (7)10dxI.S'nalls each end for second story wall stud connections a 32'O.C.
Placed at an e to //*slufiV and hove 0 minimum Specified compressive strength of 2000 psi at 28 days when tested In
a=rdanCe with ASTM C j0/9.
REINFORCING STEEL-shollbe ASTM A615,Grade 60
3.230822JEXTERIOR WALL & INTERIOR SHEARWALL SHEATHING.
STRUCTURAL STEEL-shall be ASTM A36.
GENERAL-
STEEL PIPE AND STAUCTURAL TUBING.shall be ASTM ASOO (Grade B) !se Yedge nailing In the lower top plate on all 3rd floor exterior walls.
WELDED WIRE FABRIC r*WF).shall be AS TM A185.
Where 'SW-J'ls noted on sheets S-5 or S-6 use:-.rEDGE NAILING for sheathing
ANCHOR BOLTS AND THREADED ROoS OSB or T-fflSheathlng
-shall be In omrdance with ASTM A J07 or ASTM F 1554 Grade J6.
WASHERS.shall be In accordance with AS TM F 436 Grade 36. Where stucco,brick veneer,or hard1plonk lap s/dIng,or Interior shear wall Indicated,underlay with 716'OSB sheathing fastened
NUTS:shall be In o=rdance with ASTM A 563 Grade A Hex. wl 8d nalls. Unless noted as above.space nails at 6oc. edges,and 6'oc.Intermediate.
ANCHORdNG ADHESIVE. 11be one of the following PWucts (DUAL CARTRI E INSTALLATION ONLY).
sho DG
X Simpson Strong-tte Co..Product.Epoxy-Tie SET
Simpson Strong-tie CO-.Product.Acrylic-Tie AT
METAL CONNECTORS. At/metal connectors which are &Vosed to exterior shall be galvanized,Z-MAX or stainless steel. 'a
tu cc
3.0 CONSTRuCTIoN spEcIFIcATIoNs. 3.2308-3. HEADERSIJACK STUDS. �j !Z
The header and Jack stud tables In 23063 shall not be used. Refer to these plans for header and lock stud requirements.
3J5 ROOF ASSEMBLIES:
32.308.4 POST AND BEAM FRAMING.
Roof Assemblies shall be In acco rdance with FBC chapter 15.
Attach headers to posts w/ 0 Simpson CS20 flat strapps w/ (7)1001 S nails to header and ff)1001 S nalls to post.
JJ8 FOOTINGS AND FOUNDATIONS: Attach headers to wallwl S/flAoson HUC410 hanger wl (14)-Y,6#x 2-%'TIten screws to bond beam and 110)10d nails to header.
Ajrdv r posts to foundation wl Simpson ABU post base wl (1)%'threaded rod set? Into footing and (12)16d nails to Post
FOOtIngs and foundotlons shall be In occo e or use (1)Simpson HTT16 wl (1)%*threaded rod set 7'Into footing (18)16d nails to post.
rdcnc with FBC chapter 18. S011compactlon shollbe In accordance with 18042
3 J9 CONCRE TE:
32JO9 ROOF AND CEILING FRAMING.
Concrete and Steel Reinforcement shall be In accordance with FBC chapter 19. Concrete cover shall be In accordance with LLJ
Table W9.6. Q
All conventional f romIng shall be SYP *2. Refer to truss shop drawings for truss details.
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ProvIoe- Id blocking at roof sheathing joints In the first two rafter or truss spaces from gable ends. oc
J 21 MASONRY. LLJ LLJ
32JO9-5 ROOF SHEATHING Z-1 Z-1
Masonry construction shall be In accordance with FBC chapter 21 and In accordance with the Specifications for Lu
Masonry Structures ACI 530J-99. ACI 3.5 D limits Me grout lift height to 5 ft and requires a 1-hour Initial set time Use -%'square-edge CDX plywood sheathing fastened wl 8d nalls 6o.c edges,6'oc. Intermediate.
between lifts.
J-22 STEEL-
Steel Constructlon shalibe In accordance with FBC chapter 22.
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Jan. 23. 2003 22:33:06
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BRACKET (TYP.) P.T.2x/2 CJ.IF.J.
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