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SQUARE FOOTAGE INFORMATION: sx b-rc, AP01-rioH
BOUNDARY SURVEY OF 0 CONDITIONED SPACE FIRST FLOOR SQ. FT.
�-K 14, ACCORDING TO THE PLAT OF I 91�11�- I(a(V 11'I=
ARUNA UNIT 140. 8 0 CONDITIONED SPACE SECOND FLOOR SQ. FT. S.A N.A. INDEX OF DRAWING ' SH5
BOOK 34, PAGE 85 OF THE CURRENT 0 UNCONDITIONED SPACE SQ. FT. 28-7s.r
DS OF DUVAL COUNTY, FLORIDA.
HUNTER, STEWART TITLE GUARANTY COMPANY, 0 UNENCLOSED SPACES (PORCHES) SQ. FT. 5 2 1 S.F. 3 31
RVICES, INC. AND BANK OF AMERICA, N.A. 0 IMPERVIOUS AREA SQ. FT. 41MV
0 LOT AREA (EXCLUDING WETLANDS&130DIES OF WATER)SQ. FT. r ARCHITECTU AL. SHEETS
LOT 10
BLOCK 14 + 3(o 41 c-,
15_�41 No E X I Ire : FL�-
5
E 97 97' (R) LOT 11 STRUCTURE HEIGHT AND # OF STORIES:
01735'22' E 9 7.88' (M) 0.5' BLOCK 14
1:1 OZ 1/2 0 APPROXIMATE HEIGHT OF HIGHEST POINT OF ROOF
1.0,
.3.9' a NUMBER OF STORIES ..
-4
41-r 1r, LA
LOT 13 4 L-T
INGROUND BLOCK 14
POOL
TYPE OF CONSTRUCTION:
5. --Typ t� e�4 L-,_ .F �_ASII;kTALC_i :D_ e-rAkL
0 TYPE V' (UNPROTECTED, UNSPRINKLERED)
I IT 104
37.9'
.4 6.
-cOVD ON WALK 77
--CONC. -A
17.9' MATERIAL INFORMATION:------I-e---r2i--r..�l-Ir--ic T
76
P.E.O. ROOFING (MATERIAL SHALL MEET THE FOLLOWING S PECIFICATIONS)
P C 10
r--x I eTe, A ROOF UNDERLAYMENT-ASTM 4869 TYPE 1 8
P
1 STORY BRICK
RESIDENCE ROOF FLASHING (DRIP, RAKE, CAP, VALLEY)-26 GAUGE
NO. 1792
0
ROOF SHINGLES-ASTM D3462 & ASTM D3161 TYPE I
BTN
00 WIND RESISTANCE MODIFIED TO 110 MPH
_j_j STRUCTURAL SHEETS,
,V4 11..V ROCKS ASTM E108 CLASS-A FIRE RESISTANCE RATING
9, Q (LT,U, L t4
2' o.7' SHINGLE NAILING-(4 NAILS PER SHINGLE) PER MANUFACTURER'S SPECIFITIONS
BRICK
7_1:�
I to WALL A
ATTACHED ENGINEERING AND/OR MASTERED ENGINEERING)
WINDOWS AND DOORS (SEE
L�rl-,44.L_ .,
-2
S
d'.
WINDOWS SINGLE HUNG Lj:irrj!�p
-TIO 7- ' VCL�L
01-TIO
0 WINDOWS FIXED GLASS �4 S-3
0.3,
0 WINDOWS HORIZONTAL SLIDING
FRAME SA
W/VINYL SIDING
SLIDING GLASS DOORS
SHED
ON CONC.
GLASS BLOCK WINDOWS t4-N
C41
C4.
EXTERIOR DOORS 1 [3 G Q(__4 -:J>
SITE PLAN
GARAGE DOORS
5ELF r-LA.SHJtJ(-7 W I i�DOW t) PE!(� E,(Z4 5 E-Cor- R 1011
S.P. 1 OF 1
1/2-
BEARING REFERENCE UNE RLS
S 00*08'20 W 96.44' (M) 4144 WIND ZONE INFORMATION. CA.11
9'008�?O" Nr 96.44' (R) NOTE: THIS .STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH
TYPE OF CONSTRUCTION
FA OA rS DRIVE 1" 20' AND MEETS THE REQUIREMENtS OF SECTION OF THE 200'7EDITION
(60' RIW) TYPE VBUNPROTECTED
OF THE FLORIDA BUILDING CODE . -Z0C),-j 5 14 ?P L E M E. N -r
CE FLOOD PLAIN /FLOOD ZONE"X(SHA AREAS OF 1%ANNUAL
AND AREAr
P�
,;;AREAS OF 0.2%ANNUAL 04ANCE FLOOD,
5 LESS 7HAN I SQUARE MR.E. CTED BY LE%EES FROM 1%ANNUAL CHANCE FLOOD.
GENERAL PIOTES, TYPE VASPRINKLED FIRE PROTECTION
1; BEARINGS ARE BASED ON PLA BOOK 34, PAGE 85 THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION
2.STRUCTURE NO. 1792 SHOYN HNON LIES VATHIN FLOOD ZONE X AS
I BEST DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO--j-DATEDPL-17-1989. TYPE VAONE HOUR FIRE PROTECTION
INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, BUILDING IN ENCLOSED-
YS PIPES AND UTILITIES, IF ANY, NOT DETERMINE[).
4..JURISDIC,nONAL AND
,JOR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT
LOCATED BY THIS SUR Y. 0 BASIC WIND SPEED (MPH -- 3 SECOND GUSTS) L7.-C,-> H F
10 5.THIS SURVEY BASED ON LEGAL DESCRI210S FURNISHED. THE PUBLIC
RECORDS WERE NOT SEARCHE[Y-ItlY THIS SUR�tYOR FOR EASEMENTS, TITLE, 0 WIND IMPORTANCE FACTOR
COVENANTS, B.R.L'S RESTRICTIONS. CLOSURES, TA qGS OR'O"ANcIES, Eir.
D JW
1 0005488 THERE COULD BE OTHER MATTERS OF RECOR 'AT AFFECT THIS PARCEL. a BUILDING CATEGORY ZONING DISTRICT,
DER MY 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. * WIND EXPOSURE CATEGORY C
LEGEND/ADWEVIATIONIIIII
�CHNICAL 0 SET IRON PIPE OR REVAR P-C. - POINT OF CURVE CH - CHORD 0 INTERNAL PRESSURE COEFFICIENT . ' RS
_'HAPTER "ASSOCSURVEr OR L8.5488 P.T. = POINT OF TANGENCY (R) - RECORD
1-72, F.S. * FOUND IRON PIN OR PIPE (IP) -O.U.--ONER HEM LIIILITIES (M) - MEASURED
N FOUND CONCRETE MONUMENT (C.M.) *1Cr- FIRE HYDRANT (C)- COMPUTM DATA METHOD FOR MEETING WIND BORNE DEBRIS PROTECTION: e)L�C_ 344 IL -I RS-2
X- CROSS CUT OR DRILL HOLE CONC. - CONCRETE R. -RADIUS
O.R.B.-OFFICIAL RECORD BOOK A\C = AIR CONDITIONER L - ARC LENGTH
10. 3771 O_R_V_-OFFICIAL RECORD VOLUME C93 - WATER METER fIJ - PHONE RISER DESIGN WIND PRESSURES (PSF) USED TO DESIGN
P.R.M.-PERMANENT REFERENCE MONUMENT P-EQ. -POOL EQUIPMENT COMPONENT & CLADDING MATERIALS NOT SPECIFICALLY RS-3
10. 4579 D.R.L.-BUILDING RESTRICTION UNE X-X CHAIN LINK FENCE R/W- RIGHT OF WAY L-i
10. 6132 E.T. -ELECTRIC TRANSFORMER & PAD W-W YAW FENCE B.T.- BUILDING TIE DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL
,LE.A.-JACKSONVILLE ELECTRIC AU MORITY _IJ__V WOW FENCE 10%- UnLITY POLE OTHER
3-2009 C & R - COVENANTS & RESTRICTIONS .1-1-IRON FENCE -P- GUY ANCHOR
BTN. - BETWEEN COVD - COVERED SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING
P.C.C. - POINT OF COMPOUND CURVE
P.R4C. - POINT OF REVERSE CURVE (E.T.) - EAVE TIE E.B.-ELECTRIC BOX (END ZONE AND INTERIOR ZONE) INFORMATION
;INAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
TABLE'� 1�01 LT TAC 4 E�,l r�LA,�y�5 PS P-1 r-2-., U I(_p e f2_1
WIND-BORNE DEBRIS PROTECTION FASTENING SCH EDULE
FOR WOOD STRUCTURAL PANELS
---------- FASTENER FASTENER SPACING(In.)1,2
TYPE
Panel Span 2 ft 2 ft<Panel Span 4 ft<Panel Span 6 ft<Panel Span -4.
<4ft <6 ft, <8ft
�,A ID r2-,I E: V4 N EW E5 C6 W-, 2 1/2 N6 Wood Screw3 16 16 12 .9 3.
2 1/2#8 Wood Screws3 16 16 16 12
C-T E P,&,\,(E(7-v P P, E W 4 Y Double-14eaded Nails4 12 6 4 3 40
1:1 inch=25.4 nun I foot=305 nun 5.
lotes: -
1. This table is based on a maximum wind speed of 130 mph(58 mzi)and mean roof beight of 33 feet(10 m)or less.
F 2. Fasteners shall be installed at opposing ends of the wood structural panel.
3. Where screws are attached to masomy or masonry/stucco,they shall be attached using vibration-resistant anc
hors having a minimum withdrawal capac-
17 ity of 490 lb(2180 kN),
4. Nails shall be 10d common or 12d box double-headed riails.
N-r 8A B exce6d 130 mph (58 rn/s).
Z.�s
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':THOD- 5-1) WINDOW IN5TALLATION (METHOD A-1)
TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER (WRB) APPLIEI--) PRIOR TO THE WINDOW INSTALLATION.
FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
UNITING FLANGE.
SECTION A
5TEF THROUGH WINDOW JAME,
OLU JAM5 (DIN WATER SHEDDING FASHION
STARTING AT THE BASE OF
THE WALL 4 WORKING TOWARD'S
THE TOP, INSTALL THE WR5 SEALANT BEAD
TO THE FACE OF THE BEHIND MOUNTING
SHEATHING. FLANGE.
(2)APPLY SILL FLASHING
APPLY BEAD OF SEALANT
AT BACK OF WINDOW
FLANGE A SET WINDOW USING SEAL T14E WINDOW FRAME TO
PAN HEAD SCREWS TO OPENIW APPLY A N."NOM.
FACILITATE INSPECTION. DIA.TO THE BACKSIDE
A-PLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY
f PRE-PUNCHED HOLES OR SLOTS.
SIDE JAM55.EXTEND 8 (INTERIOR)OF THE WINDOW
FLA5111WS
APPLY JAMB FLASHIWG SEALANT BEAD BETWEEN
(5JAM5 ELASHI FLASHING AND MOUNTING
7WEEN AFTER INSTALLATION oie, APPLY BEAD OF SEALANT APPLY CONT,SEAL TO THE MOUNTING FLANGEz
SEAL ALL CORNERS OF AT HEAD FLANGES AT THE TOP(HEAD)AND
MECHANICALLY JOINED APPLY HEAD FLASHING SIDES(JAM155)OF WINDOW. EXTEND
FRAMES TO SEAL FRAME SEALANT AT JAMBS 8)5"ABOVE
SEAM JUNCTURE. REMOVE PREVIOUSLY APPLIED THE R.O.AT HEAD.EMBED JAMB
TAPE,ALLOWING WRB TO LAY FLASHING INTO SEALANT AND
FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASHING
APPLY NEW SHEATHING TAPE GOES OVER SEALANT).
OVER DIAGONAL CUT SEE
FLA5PIWG AT HEAD EXTENDS DIAGRAM. SECURE WRE5
I"BEYOND JAMB FLASHIN6,. AT HEAD
(D HEAD FLASHING FLASHING AT 14EAD
EXTENDS I"BEYOND
APPLY A CONT.SEAL ALONG JAMB FLASHING.
MOUNTING FLANGE AT THE
HEAD, FLASHING,GOES OVER (D 0HEAD FLA6HIW3
BOTTOM OF HEAL)FLASHING EMBED BOTTOM OF THE
MOUNTING,FLANGE. EMIBED
AGAIN5T SEALANT(FLA5WIW3 HEAD FLASWIWG AGAINST
GOES OVER SEALANT).
EXT ND D FLASHING THE PREVIOUSLY APPLIED
BEYOND EACH JAMB FLASHING,. SEALANT SEALANT(FLA5111WS GOES
FASTEN IN PLACE. OVER SEALANT). EXTEND
HEAD FLASHING BEYOND
EACH JAMB FLASHING.
FASTEN IN PLACE.
(Ei) -JA
(5JAMID FLASHI
EXTEND JAMB FLASHING
A TO OVERLAP SILL
FLASHING. EXTEND
JAMB FLASHING 8)5"
ABOVE ROUGH
SEALANT OPENING AT HEAD.
TUCK TOP OF SEALANT
JAMB FLASHING
UNDER THE FLAP
OF WRB AT THE
HEAD.SEE DIAG
SILL FLASHING `j-
SHIM AND ADJUST WINDOW TO AC_WIE11E 5CUARE.
PLUMB,AND LEVEL CON[?ITION. USE CORROSION
14 RE515TANT FASTENERS. FASTEN WINDOWS PER
WINDOW MANUFACTURER SPECIFICATIONS.
(D
)N5.
WEATHER SESISTANT
AT A 45 DEGREE ANGLE,CAREFULLY CUT T14E
BARRIER ON A DIAGONAL. GENTLY RA15E THE
TOP EDGE OF T14E BARRIER UP AND TAPE THE �3
Top CORNERS AND CENTER TO THE EXTERIOR
WRB SURFACE ABOVE.
ERIOR VIEW INTERIOR VIEW
LEF I CORNER OF WINDOW Top i-EIFT COSNER OF UJ
H t7A-L
General Notes:
1. Stucco on wood frame
- ':->-r E F_- L U H 7 EL ,
shall be min. 7/8", 3-coat
STANT LUA7ER. IRE516TANT,
UATERI 2 LAI ERS application. Hc>
t R RE-5.51STANT /t:h--9,
BARZER 2 LAYERS
kr%MER 2 LANIErw FASTFN LA7H AT 7"old,
2. Stucco on masonry shall
MORO). MiN 3/4'FOENrETRIATION
=_RAMINS. be min. 1/2", 2-coat
%- Fo*TEN "TH, AT r Old, P'I::LLJALL WEEP 5CREED application or 5/8", 3-coat
application.
LATU AT 7' o/d, wl
.3/1,. PENETRATION
4 .3/4 FVeTRATION 3. V;RB should extend
NTO FRAMM
1&'5.UCCO it-INJ
'0 FRAMM. -N. down, over the upper flange
of weep screed or accessory
in a shingle-lap fashion.
EXTENDED LEG
W-ACPE SWMLO MID-WALL lb EA L P.t-A-r
ra>rz,1 0-14% cz,t L L
BLOCKED uj/ FMISH
'y
10T
N FBC-R703.14 requires flashingor other approved drainage system (similar to the detail above) at the base of F:L&czAAkqr_j (PE_7-, HE7ROD 5PEr-,)
1EMAL FOR fi-amed Walls over masonry walls. One-piece and two-piece accessories are available to meet this requirement.
FHSH MATERX FOR
ANAGE FURF0659 DRA206E P[JRMSES 9 The termination of the stucco at the base of a wood structure shall be per ASTM C-926, Section A2.2.2.
A
A weep screed shall be installed per ASTM Standard 1063-03. See below:
ALTERNATIVE,
�wood), in the RECOMMENDED illustration. It is
n. Care must be taken to construct foundation walls
al panel is exposed, it shall have an 'Exterior' Bond
i t A
_j
Jcial. BOAF Informal Interpretation Number 2656, (11 P r-
C_E M c-(-A-r r- rD
,ure) or be otherwise protected as shown in the
the intent of the Florida Building Code.
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TABLE FOR SHEAR WALLS FRAMING
(GROUND FLOOR &� '5SCONS) I:LooRq)*
IEAR WALLS TABLE WAS ESTABLISHIE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE
IN THE TABLF_ 1) NAIL WALL SHEATHING TO 2X STUDS PER
)D SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. REQUIREMENTS OF SHEET S-2 , EXTERIC
�. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD BY TABLE SHALL BE NAILED W/8d COMMON
;PECTIVELY. ) FOR IOR WA
pLATE-CONCRETE SLAB ANCHORS SHALL BE 11r# STEEL D(TER LLS
1/2-0 x 7" ADHESIVE ANCHOR BOLTS MR INTERIOR WALLS. 2) NAIL ROOF SHEATHING TO SUPPORTING T
FLOOR COMMON NAILS ON 4"14" O.C. WITHIN 4 FT. 0
REQ'D. SINGLE-OR- SHEATHING TO STUDS FLOOR TO EDGES AND CORNERS, AND ALL OVERHANG�
;IGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING EVERYWHERE ELSE.
G) _E 6" 120 154:'O.c.
7/16- OSB SINGLE 'P L TF.
(BLOCKED)
4T e- s>� ts-r "a v.6o r-- F Mc.-H
7/16- OSS SINGLE e 12- (P GA?>L.E -
(BLOCKED) Bearing Studs Requirements For Beamst Girders: OT�M(?_v-i 1,5 E
ITIONAL*NOTE,S: "K" denotes king stud, "J" denotes jack stud. All solid sawn lumber beams Z R04>F APrE.(2,5 - 7.X -z'4 4
iNDicA-w LocxnoNs WHERE HEADER BEAM SHALL BE shall be supported on (2)J+(I)K for drop beams or (2)K for flush beams . 1:S -T 14 e 1z V
OR LOCATIONS CLOUDED. AS (D- LVL beams requiremente are shown on plan above and denoW by-
)LTED PER-DETAIL 'B' ON SHEET
LL EXTERIOR WALL OIDENINGS OTHM THAN 1HOSE MENTIONED ABOVE SHALL c)I C FcD 5--r -r o
r ON SHEET
BOLTED PER DETAIL
',OOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON
:HEDLILE oe ON SHEET #5-,4.STRAPPING VALL BE ADEQUATE TO RESIST SHEAR FORCES
,TING SIMULTANEOUSLY W17H UPLIFT FORCM 4.
W91 CATe-
-.0 P� %L_� -of
5Ef, le OIL, "b" OF 5Wa;r
15--t For, 0"rvr�e' gram
'OR LOCATIONS CLOUDED AS J,:�J INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED
L we ON SHEET # Lo A,,
T TOP & BOTTOM AS SHOWN ON DETAI T
FAS 6 V)
LOCA'17101JS CLOOZIEZ AS �� ,SHRLL 9E STCAfff.Z ?F-c -DETaIL:'c" oF S14fef# 1!
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(1/2" diameter threaded steel rods or 1/4" diameter high strength steel wire ties
continuous from top plates to concrete footings,space on 54"o.c. (max.) or as shown
on latyout,see detail"XI of sheet S- for typ.Bolt or wire run)
'7
W
see detail"L" of sheet S-* for corner bolt or wire installation I
E 1,-4 f4 L.L_ -r 0 10WIV
44-- N/ D- r2-s"'A0 V
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ILY
3 BETWEEN
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,E PLATES, A.
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Des!-qn Criteria
1. Live Loads
Roof..........20#1Sq. Ft.,Attic Floor........3091sq.Ft.
p
2. Wind Loads
Three Second Gust Wind Velocity Per FBC-2007 w/2009 Supplement.........
Mph, I(importance Factor)=1.0,Wind Exposure"C",Category I'll" Building
CCPI=(+)Or(-)0.18( Enclosed Building)
3. Components&Cladding Design Pressures
Roof: a=3 ft.
Zone Effective Wind Area(sq.ft.), Pressure(Ps
1 10 18.6 -29.6
*91111FISON" FACEMOUNT NO SCHEDULE, 1 20 17.0 -28.8
1 50 14.9 -27.8
I-SINGLE 20. 200, 242 JOISTS, USE LUS28
,E '�
2-DOUBLE 24 200, 202 BEAMS. USE LUS28-2 1 100
13.1 -26.9
3-TRIPL1 2x8, 200, 202 BEAMS. USE WS28-3 2 or3 10 18.6 -62.2
4-DOUBLE PLY 11-7/e LVL KAMS. USE HGUS4110
5-DOUBLE PLY 14' AND IC LVL BEAMS, USE HGUS414 2 or3 20 17.0 -56.7
111-TRIPLE PLY 11-7/8- LVL BEAMS. USE HGIM.5/10 2 or3 so 14.9 -49.1
NGLES, 7-TRIPLE PLY 14- AND 16- LVL MANS, USE HGM.5/14 2 or3 100 13.1 -43.4
IREP BY 8-FOUR PLY ie AND Ir LVL BEAMS, USE HGUS7.25/14
Overhangs : a=3 ft.
Zone Effective Wind Area(sq.ft.) Pressure psf)
2 10.0 -60.4
2 20.0
-60.4
SIMPSON MODE No. NUMBER AND TYPE OF 2 100.0 -60A
3 10.0 -101.5
LSTA36 (26) 10d COMMON NAILS, USE HALF OF THE
NAII.S IN EACH MEMBER BEING CONNECTED. 3 20.0 -90.0
3 100.0 -63.1
LSTA24 (18) 10d COMMON NAILS, USE HALF OF THE
NAILS IN EACH MEMBER BEING USED.
Walls : a=3 ft.
W28 (8) 10d COMMON NAILS TO HEADER
Zone Effective Wind Area(sq.ft.) Pressure psf)
(6) 10d x 1-1/2' TO AST
4 10.0 32.4 -35.1
HU210 (8) 16d COMMON NAILS TO HEADER 4 20.0 30.9 -33.6
(4) 10d x 1-1/2' TO JOIST 4 60.0 29.0 -31.8
HS.5A (5) Ild TO RAIFTER 4 100.0 27.5 -30.3
(5) 8d TO TOP PLATES 5 10.0 32A -43.3
5 20.0 30.9 _40,5
H3 (4) Ild TO R47M 5 50.0 29.0 -36.6
SYL (4) 8d TO TOP PLATES 5 100.0 27.5 -33.6
)CTDR
MSTAM36 (13) 10d COMMON INAILS TO WOOD plus and minus signs indicate acting toward and away from the building
(8) Ile DIAM. x 2-Ile 111134 SCREWS
70 CMU BLOCK
SPH (10) 10d x I-Ilr TO STUD
HOUS7.25/14 (66) 16d COMMON NAILS M SUPPORTING ORDER
(22) 16d COMMON NAILS TO SUPPORTED BIEAM
HGUS7.25/10
(46) 16d COMMON NAILS M RffORTING GIRDER
(16) 16d COMMON NAILS TO SUPPORTED BlEAM
HffI6 (18) 16d COMMON NAILS TO Sm"M WAM.
1/20 DIAMETER x 80 UM EPOV GROUTED BMT
HTT22 (32) 16d COMMON NAILS TO SUPPORTING ORDER
Ilr DIAMETER x 8* LONG EPDXY GROUTED BOLT
madflMIT!SPOW given in fat and inclm$
I20UTHERN FINE SPAN M&ES insfica to kaft of hearings
TABLE 14- RAFTERs PSF LIVE LOAD, 15 PSF DEAD LbAn,240 DEFLEcTioN, CD 1.15
MEDium RooFmc.;DRYwALL CouNs;Shnow Lom
FASTENING SCHEDULE -13" (UNLESS NOTED . OTHERWISE)
Size Spacing Grade
CONNECTION FASTENER NUMOM OR SPACING
inches Inches Ifisually Grabill mum"sum listed law Mullins Essibeted LUdW
on center sow Ile.I Me.1. U 2 2420-LU min-1.16 1IM-11.11111i
I Stnictural I 1M.I.X
BAND JOIST TO SILL OR TOP PLATE. ME,WJL 8d 6 in. D.C. 12 16-1 15-9 15-5 11-11 16-8 16-4 16-1 1 15-9 16-1 15-6 1 15-9
Is 14-7 14-4 13-4 10-4 15-2 14-11 14-7 1 14-4 14-7 1 14-1 1 14-4
JOIST TO BAND JOIST, FACE NAIL- 16d COMMON 3
2x6
19.2 13-9 13-6 12-2 9-5 14-3 14-0 13-9 13-6 13-9 1'-3 13-6
3
JOIST TO SILL OR GIRDEFt. TOE NAIL 8d COMMON 3 24 12-9 12-6 1 10-11 8_5 13-3 13-0 12-9 12-6 12-9 1.23 2.6
12 21-2 20-10 1 19-11 15-3 21-11 21.-7 21-2 20-10 21-2 20-5 20-10
BRIDGING TO JOIST, TOE NAL EACH 00 8d COMIM 2 1 1
2X8 116 19-3 1 18-11 17-3 13-2 19-11 19-3 18-11 19-3 18-6 1 113-11
P7H LEDGER STRIP 16d COMMON 3 AT EACH JOIST 19.2 18-2 17-7 15-9 12-0 18-9- 18-5 18-2 17-9 18-2 17-5 17-9
1 x 6 OR LESS SUBFLOOR TO EACH JOIST. FACE ML 841 COMMON 2 24 16-10 15-9 14-1 10-9 17-5 1 17-2 16-10 16-6 16-10 116-t 16-6
12 26-0* 26:-0* M-9 18-0 26-0* 26-0* 26.0- 26-0- 28-0- M-0 26_0*-
OVER I x 6 SUBIFLOOR TO IZACH JOIST. FACE NAIL. 8d COMMON 3 Is 24-7 22-11 1 20-7 15-7 25-5 25-0 24-7 24-1 1 24-7 23-8 24-1
2-INCH SUBIFLOOR TO JOIST OR GROM "D AND FACE NAL 16d C.OMMON 2 2x10 19.2 23-2 20-11 18-10 14- 23-11 23-7 23-2 22-8 23-2 1 22-3 22-8
24 21-6 18-9 16-10 12-9 22-3 21-10 , 21-6 21-1 21-6 1 20-8 21-1
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 116d COMMON 16 in. D.0 12 26-0- 26-0* 26-0- 21-5 213-0- 28.0* 26.0' 1 26-0- 28-(r 26-0- 28-0.
2x 12 Is 28-0' 26-0* 24-2 18-6 2841' 26-0* 20-V 26-0' 20-0* 26-,o,
TOP OR SOLE PLATE TO SM. END NAIL 16d COMMON 2 119.2 26-0* 24-11 22-0 16-11 29-0* 26-Ir 25-V 26-0*' 26Ar 26-0* 26-0*
STUD TO SOLE FLATE, TOE NAIL 8d COMMON 4 24 26-0* 22-4 19-9 15-2 26-0' 264r 28-0' 25-7 26-.0- 25-1 1 25-7 TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING
SCHEDULE FOR WOOD STRUCTURAL PANELS
DOUBLE STUDS. FACE NAIL 10d COMMON 24 in. D.C.
TAi44,1 CEILING-JoilsTs--20 PSF LIVE LOAD, 10 PS!"DEAD LoAD,240 vEnEcTion
7_1
DOUBLE 70P PLATE, FACE NAIL 10d COMMON 16 in. D.C.
Diliwmu CEmr.;No Furnme Room VEYELopmerr,BUT UmffED Arm STomm AwaAz--E FASTENER SPACING(inches)'.'
'Panel 2 foot 4 lee,< -6
"ce"c
2-16d OR 3-10d COMMON . IS
P.
" P
TOP PLATE, LAP AND INTERSECTIONS FACE NAIL Size Spacing Grade __T7!E�_'
FASTENER Span:92 panelSp�n P noel Sp.
'is mum"stress Rated am NUNN EN111181011 LMNOW(NE4 F
CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 in. D.C. ALONG EACH EDGE Inches Inc lasuaft Grew TYPE 5 4 feet S 6 feet :9 8 feet
on center #8 Wood screw
amehm 4161 IL2 i $L3 2411011-2,11111;nW-IJE nw-Im I=-l.M 1111-211 4-19 0-14 -based
CEIIJNG JOISTS TO PLATE, TOE NAL 8d COMMON 3 anchor with 2-inch 16 16 to 8
12 10-3 10-0 9-"10 6&2 10-7 10-5 10-3 10-0 10-3 9-10 10-0
- embedment length3
CONTINUOUS HEADER TO STUD, TOE NAIL Eld COMMON 3 2x4 In V-4 -94--F-Tf- N1 -9-8 9-8 9-4 9-1 9-4 8-11 9-1 #10 Wood
CEILJNG JOISTS, LAP OM PARrrnONS. FACE NAIL 3-16d OR 4-10d COMMON 19.2 8-9 -0-7 . 8_5 9-1 B-11 8-9 8-7 8-9 8-5 8-7 Iscrew-based anchor with
24 8-1 8_0 7-8 5-9 8-5 1 8_3 8-1 8-0 s-1 7-10 8-0 16 16 12 9
2-inch
CEIUNG JOISTS TO PARAIJ.EL RAI`TERS, FACE NAIL 3-16d OR 4-10d COMMON 12 16-1 15-9 15-6 IM 16-8 16-4 16-1 ..15-9 16-1 15-6 15-9 th3
Is 14-7 14-4 13-6 10-5 15-2 14-11 14-7 14-4 14-7 14-1 14-4 embedm teng--
v PAM To PLATE, TOE NAIL 8d COMMON 3 2x6 19.2 14-9 13-6 12-3 94 14-3 14-0 13-9 13-6 13-9 13-3 13-6 Y4 Lag screw-based
24 12-9 12-6 11-0 816 13-3 13-0 12-9 12-6 12-9 12-3 12-6 anchor with 2--finch 16 16 16 16
I-INCH BRACE TO EACH STUD AND KAM FACE NAIL 8d COMMON 2
12 21-2 20-10 20-1 15-4 21-11 21-7 21-2 20-10 21-2 20-5 20-10 *-mbedment length'
I x 8 OR LESS SHEATHING TO EACH KONG. FACE NAIL 8d COMMON 2 Is 19-3 18-11 17-5 13,3 19-11 19-7 19-3 18-11 19-3 18-6 18-11
OVER I x 8 SHEATHING TO EACH BEARING, FACE NAL 8d COMMON 3 2xG 19.2 18-2 17-9 15-10 1241 18-9 18-5 18-2 17-9 18-2 17-5 17-9
24 16-10 15-10 14-2 10olO 17-5 17-2 16-10 16-6 16-10 1 16-2 16-6 For SI:I inch 25.4 mm,I foot 305 mm.
BUILT-UP CORNER STUDS 16d COMMON 24 in. O.C. 12 26-0* 26-0* 23-11 18-1 26-0* 26-0* 28-0- 25-0- 26-0- 1 26-0 26-01
BUILT-UP GIRDERS AND BEAMS, OF THREE MEMBERS 20d COMMON 32 in. D.C. AT TOP NO 2xiO Is 24-7 23-1 20-9 15.8 25-5 25-0 24-7 24-1 24-7 23-8 24-1- 1.Thistable is basedonamaximum windspeedofl4omph(63 m1s)and mean roof height of 45 feet(13 716mm)orless.
BOTTOM AND STAGGERED 119.2j 23-2 21-1 18-11 14.4 23-11 23-7 23-2 22-6 23-2 22-3 22-8 2.Fasteners shall be installed at opposing ends of the wood structural panel.
2 ENDS AND AT EACH SPI.10E. E24 21-6 1 18-10 1 16-11 1 12-10 1 22-3 1 21-10 21-6 21-1 21-6 20-8 21-1
3.Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a
These spans are handed for use in enclosed structures or where the moftne content in use does not exceed 19 pircen,for an e,rienrier,p -of 9-ine urdm ft minimum withdrawal capacity of 1500 lb(6673 kN).
2-INCH PLANKS 16d COMMON 2 EACH BEARING table is labeled Wet-Service.Applied loads are given in pal Ownds per spare fW).Deflection Is brited to to span in Inches divided by 360,240,'or 180 and Is
based an five load only.The load duration%cIM CO.is 1.0 unless gown as 1.15 or 1.25.An asterisk(*)klicates the listed span has been linilited to W-W based
STUDS TO ME PLAM END NAIL 16d COMMON 2 EACH END on availability;check sources of stmply for harbor longer than W.Highlighted sizesigIades are Nar commorty pm&ced S,wlx-)�otz Less
WOOD STRUCTURAL pANEL SUBRDDRING 7
AfAirlvruhtSms. 6ouwERNkNF1oIsn&RAr=Rs
15/32 in., 1/2 in., 7/16 in. 6d COMMON, ANNULAR OR 6 In. D.C. EDGES AND (see bkW_4AM-i-2)
SC�, PINE COUNCIL
a
SPIRAL. THREAD 12 in. D.C. INTERMEDIATE
L
19/32 in. - 3/4 in. 8d COMMON OR Gd ANN" 6 in. D.C. EDGES AND oy *11) W60j. seweal
OR SPIRAL THREAD 12 in. D.C. INTERMEDIATE SCHEDULE "A "' t4ftWaj tZ Le*jt Z:-I%to
WOOA fokiii�* ictw.)
I in., 1-1/8 in. 10d COMMON OR 8d COMMON 6 in. D.C. EDGES AND
OR SPIRAL THREAD 6 in. D.C. INTERMEDIATE RAFTERS AND STUDS STRAPPING TO PLATES SCHEDULE see tr,6k %lileal-1-t)
16 go GALVINIZED WIRE STAPLES, 3/8 in. 4 in. D.C. EDGES MD (CONVENTIONAL FRIAMING)
15/32 in., 1/2 in., 7/16 in. 7 in. D.C. INTEINEDIATE
MINIMUM CROWN 1-5/8 in. LEIM I"tP a'S
RAFTERS TO TOP PLATES TOP PLATES RAFTERS TO CSet- lc^IA&
2-1/2 In. D.C. EDGES AND ROOF RAFTERS
19/32 in.. 5/8 in. 16 go GALVINIZED WIRE STAPLES, 3/a in. TOP PLATES TO STUD WALLS TO CMU BLOCK RIDGE BEAM
MINIMUM CROWN 1-5/8 in. IBM 4 in. D.C. INTERMEDIATE
WOOD STRUCTURAL PANEL ROOF WALL SHEATHING AND
PARTICLEBOARD WALL SHEATHING 6 in. D.0 EDGES AND I/LwO STEEL THREADED
1/2 in. OR LESS 6d COMMON (WALL) 12 in. D.C. *WMEDIATE 2x6 RAFTER H2.5A SIMPSOM RODS, SEE SHEETS 1/210 x W J-POLTS (5)-1&cl COMMONS
8d COMMON (ROOF) CLIPS S-2 + S-3 FOR 241 EL C.
19/32 in. OR GREATER 8d COMMON 6 in. D.0 EDGES AND DETAILS AND LOCATIONS
12 In. O.CL 14TERMMATE
U
-TER SAME AS ABOVE SA14E AS A13OVE SAME AS ABOVE CQ-1101 A COMMON'S
5/16 in. - 1/2 in. 16 go. GALVINIZED WIRE STAPLES. 3/6 in. 4 IL D.C. EDGES AND 2x8 RAF
MIN. CROWN. LENGTH OF I in. PLUSS 8 In. O.t INTERMEDL4
11TE rt
WOOD STRUCTURAL PANEL OR 240 RAFTER SAME AS ABOVE SAME AS ABOVE SAME AS ABOVE (e)-jot d COMmOwS
PARTICLEBOARD THICKNESS Esec +,'46%,L
5 in. D.C. INTERMEDIATE SAME AS ABOVE SAME AS AD13VE SAME AS ABOW I(Q-10 A COMMON'S 0= R&t4v%,j
19/32 in. - 3/4 in. 16 go. GALVINIZED WIRE STAPLES. 3/8 In. 2 in. D.C. EDGES AM 242 RAFTER
MIN. CROWN. LENGTH OF 1 In. KUS
WOOD STRUCTURAL PANEL OR
PARTICLEBOARD THICKNESS wo PA'-3 bw%Iv'C.tvi4l