Sea Oats Drive 1805 REVISIONS BY
DESIGN CRITERIA Minimum Nailing Schedule (General)
IVA
1. Live Loads Connection LY-I-L-e�-=> e)vOTZ,
Nailing
Roof............................... ........20#/Sq. Ft. F7uurr ermucrs e�=l FTEMI�
I. Joist to sill or girder, toenail 3-10d FL&O
2. Wind Loads 2. Bridging to Joist, toenail each and 4-10d *Z-X(a, C�6-1 3 5t
3. 1" x 6n subfloor or less to each Joist, -. (,.Op * C-A,-'o -r--E- rZ.00P PLI�04�
Wind velocity... ........;;i ...... ..o.......o110 Hph face nail 4-10d (1)V-UZcUp fr-,Tz__��Q CF
4. Wider than 1" x 6" subtloor to each Joist, 0- CnABLE SRD OKLY -rf&L1E�f_5-r-_tAco R(,PLV, LL
3. seismic Load (Per SBCC-91) ;�...-;.................Zone 0 face nail 3-10d r-2.-
5. 2n subfloor to Joist or girder, blind and (OfTtOW&L L �51 Ct
e-,
face nail
GENERAL STRUCTUPAL NOTES 4-16d
6. Sole plate to joist or blocking, face nail 16d .at 12" o.d.
1. the intent (4
It is of the Engineer that this work be in 7. Top plate to stud, and nail 6-16d
conformance with all requirements of the authorities 8. Stud to sole plate 6-lod, toenail
having jurisdiction over this type of construction and or 6-16d, and nail 0.c- - -W r0'.
occupancy. All Contractors shall do their work in
conformance with all applicable codes and regulations. 9. Double studs, face nail 16d at 12n o.c.
10. Doubled top plates, face nail 16d at 12" o.c.
2. The Contractor shall verify all conditions and 11. Top plates, laps and intersections, face
dimensions at the job site prior to commencing work. nail 4-16d aL.-0CV-4t,_)6r 2L--�tj
12.1 Continuous header, two pieces 16d at 1;i" o.c. VENITILAYEP
3. Contractor shall supply, locate and build into the Work along each edge -Of>T
all inserts, anchors, angles, plates, openings, 13. C *iling joists to plate, toenail. 4-ed Ca hB L6 -r=0 D.
P-11 L-4
sleeves, hangers, slab depressions, and pitches as may 14. gntinuous header to stud, toenail 4-lod
13. Coiling joists, laps ever partitions,
be required to attach and accommodate other work. eT1Jr->5;- 16"oC , (TYP.) U .g.o �
face nail 3-16d
4. These documents, as instruments of service are the 16. Ceiling joists to parallel rafters,
face nail 2
the ArChiteCt-Engineer and may not be used ..3-16d
property of 17. Rafter to plate, toenail 3-10d
itten consent of the
or reproduced without expressed vr 18. . 1" brace to each stud and plate, face nail 4-8d t:�ru-r,>t> (TY f-) U
Engineer. 19. ...LIL, lr&-.):-w r-> A
I" x 811-sheathing or less to each bearing, IU- a
veg.
S. All details and sections shown on the drawings are face nail 4-8d
intended to be typical and shall be construed to apply 20. Wider.than in x so sheathing to each C4,1f. 5op"g-0 11
to any similar situation elsewhere in the work except� bearing, face nail 4-8d (;ryp.) -5U111- 11.
where a different detail is shown. 21. Built-up corner studs 16d at 12" o.c.
22. built-up girder, bean or post 20d at 24n o.c. r P4 Q 3 Z
e-
6. Subsurface soil condition information is not available. at top and 5ILL �'UT- (-4NIL EX_
Foundations are designed for a 2500 psf soil bearing bottom and lr_�Ofr_
Is_r M 4 F, '4-1(J 'S I L4;1
Sit.
the Desic o commencing work at ends and at
c conditions to jner prior t staggered 4-20d
apacity. Contractor shall report any differing -. V
each splice Apo rr-
7. it is the Contractor's sole responsibility to determine
erection procedure and sequence to insure the safety of
the building and its component parts during erection.
10.=0
*7
a. Soil under concrete footings shall be undisturbed and
minimum 95t of modified proctor ( FIELD VEaliFy
shall be compacted to a
(ASTM D-1557) maximum dry density.
>
WOOD FRAMING J
1. All wood framing shall be fabricated and installed per 2-
AITC and TPI and National Design Specifications for
wood Construction. _J
2. All structural wood members (except floor rafters) st,'P- 60 Wr, �-r-f F-)
shall be structural Southern Pine and shall have the
following minimum design values: Q,)
Sawn Lumber (Except Studs Glued Laminated Lumber
and Ceiling Joists With
No Post Bearing)
Lo
co
Fb
Fb 0"psi
Fv go psi Fv 165 psi
Fcl 270 psi Fc1 880 psi
Fc 1,100 psi Fc 2,200 psi A\
E -1,500,000 psi E -2,000,000 psi oil Id
3. plywood sheathing shall be APA structural IO ,Group
awings.
size and span rated as shown on the dr
4. All wood members exposed to weather or in contact with
masonry, concrete or soil shall be pressure-treated.
CID
5. Contractor shall provide all fastening devices
necessary and suited for each application. Fastening
subject to moisture shall be hot-dip galvanized to ASTN
A-153-80.
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AU9170ft"PRNWFAST NO. 186AASX240-3
r tzcOF REVISIONS" BY
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16 14 12 -31
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2x6 16 14-11 14-7 14-4 14.7 14-4 1 14-1 _jj-j4 13.4 1�-11 10-3
24 1 13.0 12-9 1 12.6 12.9 12-6 12-0 11-10 11-0 1" &6
12 L1,7 21-2 20-10 21-2 2olo 2o-5 2o-0 2o-i 1 2 15-4
2x8 18 1 7 19-3 18-11 194
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2 x 10 16 25-0 24-7 24.'l 24-5 23-2 22-2 22-2 20-9 19-9 15-8
8-11 18-1 18-1 17-0 1155-1 12-10
24 21-10 21-6 1 21-1 1 IS-11 I
1 72!
C11 OL; �l
SOUTHERN PINE SPAN TABLES
given In fact aa Inches
Table 14 Rafters-20 psf live load, 15 pst dead loady 112491 ;0=1.15
j Ir >
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711 J 'Drywall Ceiling,Snow load
Medium rooring,
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CICKEpuzz Paz PLING101Y
NAM SPAC1111G.(IN.) JOB NO.
NXII, IQ PAY= - nrm-
PLYWOOD TffXC IP4 p 4 G.4
TIP 131-2, -9 t
USE (X?1CTM91 SIZE EDITES MEDIATE
5 A �,tw LS
ROOF 5/16-, 3/8- 8d CM0IOW* 6 12 BHEET
RECOMIMIDED STUD �IZES AND SPAONG
sMT31. 5/801, 3/4- 10d cmew a 12
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WALL MATE MGWT STUD SIZE SPACTITC; WALL 3/160,3/8",1/2n 8d COMMON 6 12
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or 12 IN. 10d DEFORMED 6 6 OF SHEETS
or P-X4 1-1/80
41114710IIIIAL PIMX7rASr NO. 18GA-18X240-3
STRUCTION NOTES:
REVIBIONS E3Y
it CONCR=:
1. All concrete shall have a minimum �=ey> I C19 b vi Z
of 3000 psi
compressive strength at 28 days.
2. Footings .shall bear upon undisturbed soil or upon soil
compacted to a density of at 95% of Standard Proctor
Maximum Dry Density (ASTM D1557) for a depth of at
least three feet (31) below the bottom of the footing.
3. Where shown, cores of block masonry shall be filled
with coarse grout or pea gravel -concrete with minimum
.4" Cor'�C ( VS00
compressive strength of 2500 psi at 28 days.
ra V_M c �A �0 N I L�,
4. Reinforcing steel shall be ASTM A-615 Grade 66 steel
conforming to ACI 301, ACI 31B, ACI 318 and CRSI Manual
of Standard Practice, latest editions.
5. All continuous vertical and horizontal reinforcing
steel in footings shall be lap spliced a minimum of 36
bar diameters or 2411, whichever is greater unless
otherwise noted.
-tz- zo t vT. 6. The following minimum concrete cover shall be provided
for reinforcement:
�A tzk CD I-) (A
Footings.. . . . . . . . . . . . .. . . . . . . . . . .. .. . .. . . . . . . . .3 inches
1 13
T T2.h.VA I T 1 0 F4
Slabs on Grade.. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .Centered 3 . 2
7. Horizontal beam and footing bars shall be bent 11-011 '3 '
around corners or corner bars with 21-011 lap shall be 2 1 1
F= provided. E,
41
H E X 15 7,'�,t _Z a. Contractor shall provide spacers, chairs, bolsters,
'91 Jai
1 0 etc. necessary to support reinforcing steel. Support .2
L _ _j
_4 items which bear on exposed concrete surfaces shall
�E-A T 'Cl
Vol r(_1E L-,C>C 4.7 C V\j r4!5%A a P-1 U1 I have ends which are plastic tipped or stainless steel.
3Z _Z
1A 101 11HIN
9. All reinforcing details shall conform to Manual of
D, Standard Practice for detailing reinforced concrete 13
structures ACI .315 latest edition, unless detailed
otherwise an the structural Drawings.
10. All concrete work shall be in accordance with "the
building code requirements for concrete" ACI 318 latest
edition, and "specifications for structural concrete
for buildings" ACI 301.
1222 Lid;
L
; 11 11 ryp, MMONRY
'l. Concrete masonry units shall be ASTM C90-75, hollow
T ZL&I
c !U load-Bearing Concrete Masonry Units, Type 1, Grade, 11-1,
m normal weight, with a minimum compressive -strength of
\N1 C. 1 2000 psi (flm=1350 psi) .
2. Mortar shall conform to ASTM C270 and be of type M or
TIV 7
NT S.
X, 3. Horizontal masonry Joint-s- reinforcement shall be
IL
galvanized truss-type with 611 lap at all splices and
placed at every other block course, maximum 16" o.c.
:� m0tkOL-1 -ri4tC, 17-11xZ0" Mlt\l. PTI
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MIL . POLY VAP012, -L) P,F_-5t,P, o C) -Lf�,OCIV.
1% It I;?-�4 Vn
41.(Z-) 12n X to -e0t.7r e CHECKED
2101 A N C.�6C Ma UJI, t T-,r 11.
DATE
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SCALE
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SHEET
TA
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OF SHEETS
WArram"Porwirpasr NO. 186A-IOX24011's
REVISIONS BY
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6. Contractors shall save and retain m the site any material,equipment,or
Notes: items desired by the owner.
DRAWN
1. Contractor shall field verify existing dimensions and conditions before 7. New construction, trim, finisbes, shicco, etc. shall Match existing
the start of any demolition or constructiorLi materials. Any possible difference shall be brought to the attention of the CHECKED
owner before construction.
2. Contractor shall field,verify existing structural, mechanical, and DATE
electrical systems for adequacy and safety-, systems shall be upgraded as 8. During demolition and new construction,any unaffected areas shall be
required. ade�quately protected from weather�structural damage,or damage from new SCALE
construction. t,�o E ID
3. Contractor shall obtain all applicable permits and forms required to JOB NO.
execute this project. 9. Any electrical, plumbing, or HVAC lines to be abandoned shall be
4. Contractor shall insure that all demolition,construction,and renovation trimmed and capped. SHEET
complies with all applicable codes and regulations in effect at the time of 10. All existing shingles shall be removed. Existing roof to remain to
permitting. receive new 15H fclt and' shingles to match new construction.
5. Contractor shall be.responsible for the collection and disposal of all 11. All areas where new roof meets casting roof and/or structure shall be
trash,demolished materials,trimmings,refuse,etc.from the site. adequately flashed and scaled. OF SHEETS
MAIMS"PROW7PUT NO.186AASX240-f's
REVISIONS BY
le,�E P-6,LLz��, 6 L (T"'f Fi
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1996
Building and Zoning S
OF SHEETS
A0770ft"Porfivrra" NO. IGGA-18X24011's
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MACCCENNY., FLA. PH. 259-3538
APPROVED BY: W
SCALE. Vlz DRAWN BY, Qt f
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PAT'S CONSTRUCTION CO., INC. -
G&L.LAUAN E4.A. PK JA& 355-7440
DRAWING NUMBER
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PLANS 13Y
WILLIAMSON
MACCLENNX, FLA. PH. measaffle
APPROVED BY: DRAWN RX fL
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PAT'S CONSTRUCTION CO., INC.
CALLAHAN. FLA. PK JAIL aSS-7440
DRAWING NUMBER
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EXCEPT AS SHOWN.
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