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RE�.
12 HEAb R SPAN TAME
CDX PLYWOOD
EXAMPLE OF UNSUPPORTED (UNBLOCKED)
SEE PLAN ROOF SHEATHING FASTENED Wll� AQER BOUNDARY OF fiE PANEL EDGE. UNSUPPORTED PANEL EDGE IS STRUCTURAL NOTES:
HE UNDOW/DOOR JACK
'JAL4
8d COMMON WIRE NAILS 0 4" OC OR DECKING
SYP 42 SwS
__M2kX OPENING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D
EDGES AND 6" OC FIELD. DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD
BY SCHEDULE OR NOTES.
-0" BUILDING CODE. WIND DESIGN PRESSURES PER SECTION 1606.2
2�2x8
5v 2
-on
CONVENTIONAL ROOF FRAMING, _(2 2-xl 0 4, 7 2
SEE ROOF FRAMING PLAN 1. LIVE LOADS
UNIFORM LIVE LOADS
FLOOR 40 PSF
HURRICANE CLIPS PER UPLIFT UPLJFT CONNECTOR AT ROOF 20 PSF
CONNECTOR SCHEDULE. TOP, AND BOTTOM OF
EACH STUD, SEE SCHEDULE GYPSUM BOARD-�@'
OR PLYWOOD/OtB NEL� 2. WIND LOAD BASIC 110 MPH
IMPORTANCE FACTOR 1.0
TOP PLATE EL MEAN ROOF HEIGHT 15.0 FT
ROOF PITCH 8/12 (33.7 DEGREES)
... NAIL SPACING AT
CEILING JOIST, SEE PLAN, SEE ARCH PLANS SUPPORTED EDGES, VELOCITY PRESSURE 24.7 PSF
FASTEN TO RAFTER w/ SEE NOTES OR SCHE ULE \—EXAMPLE OF PANEL
8-12d NAILS AT EACH END EDGE w/ BLOCKING 3. ALLOWABLE UNIT STRESSES:
WERE REQUIRED BY
A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION
NUMBER OF FULL SCHEDULE OR NOTES
CLIP FROM DOUBLE TOP (2)2x4 SYP #2 TOP HEADER, SEE HEIGHT STUDS SLAB ON GRADE Vc = 3000 PSI
PLATE TO STUD, SEE PLANS CONVENTIONAL SHALLOW FOOTINGS fc = 3000 PSI
UPLIFT CONNECTOR EACH SIDEOF ALL OTHER CONCRETE (U.N.O.) fc 3000 PSI
2x4 SPF #2 STUDS 0 16" OC OPENING, �SEE
SCHEDULE PLAN OR SCHEDULE
HEADER STRAPS, A
SEE UPLIFT SCHEDULE STUDS, ROOF TRUSSES, 8) REINFORCING STEEL - ASTM A615 GRADE 60
OR FLOOR JOISTS
'/2" CDX PLYWOOD WALL
SHEATHING FASTENED W/ ROUGH OPENING C) WELDED WIRE FABRIC - ASTM A185 <
LLIZ 2
8d COMMON WIRE 0 3" OC EDGE SEE ARCH F 0 Of
D) STRUCTURAL STEEL - DESIGN PER CURRENT EDITION AISC zwo
AND 6" OC FIELD. SEE NAILING TO INTERMEDIATE UJ Z) _j
TUBE STEEL COLUMNS - ASTM A46 < Z U-
SHEARWALL SPECIFICATIONS CLIPS OR CRIPPLE SUPPORT IS 6" OC MAX, LION ALL OTHER STEEL - ASTM A36 -<j !�:r�
FOR ADDITIONAL REQUIREMENTS of <(
METAL CLIP PER HOLDDOWN AT STUDS NAILING PATTERN FOR 5HEATHING
UPLIFT CONNECTOR Z)
FOUNDATION, ON ROOF. FLOOR AND SHEARWALLS �_ < <
E) SOIL BEARING (DESIGN MAX.) 2500 PSF C3 0 _j uj
SCHEDULE SEE SCHEDULE DOM
i of Of ui UJ
r4 DETAIL F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 �- 0 _j
Li (n V)_j
OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE
2x4 P.T. PLATE w/ '/2"0 x 10" SCALE: NTS 0 5;
NTH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCT10N 0- 0 OZ
ANCHOR BOLT AND 2x2x,/B" BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL 0 CO
4" CONCRETE SLAB ON GRADE PLATE WASHER 0 24" OC _j .4t
W/ 6x6 W1.4xW1.4 WWF OVER BE SPF NO. 2 (UNLESS NOTED OTHERWISE).
4- cf) In <
z
6MIL VAPOR BARRIER ON
COMPACTED FILL UPLIFT CONNECTOR SCHEDULE 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 0
FRAMING AND STRAPPING FOR REINFORCING SHALL BE AS FOLLOWS: 1:
AT TYPIC kL WALL OPENING FOOTINGS 3"
10"x24- DEEP MONOLITHIC MEMB R' SUPPORT SEMCO CONNECTOR SLAB ON GRADE CENTERED
CONCRETE FOOTING W/
-#5 CONTINUOUS. PROVIDE 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE NTH THE
3" CONCRETE COVER COMMON 'RAFTER: DBL TOP PLATE 2)HCPLR TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS
OVER REINFORCING r2 DETAIL RIDGE BEAM �1)FAP`I 8 AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD
SCALE: N TS HEADER BEAM (2)HCPLR SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
'C 4 WALL LEDGER (1)FAP18 OF CONCRETE.
3" COVER JACqK FTER., DBL TOP PLATE (1)HCPLR
HEADER BEAM (1)HCPLR
10"
HIP RAFTER (1)FAP1 8
6. SPLICES IN REINFORCING, WERE PERMITTED, SHALL BE AS
FOLLOWS:
DBL TOP PLATE 2)RTPGA824T
�' ,HIP*
MASONRY
48 BAR DIAMETERS
-_r - 2pcs 2"02" SYP No.2 HEADER BEAM 2)RTPGA824T
CONCRETE4 40 BAR DIAMETERS
KWUL BEAM
VAL, RI .sm:�
s LE: 3/4" 1'-0" J, A& ELEVATIONS SHOWN OCCUR IN A DISTURBED OR
k-1 NGIN -R-58ALL-
8F
M FOUNDATION (1)SGP3 DE (1)ABP44 NUUELEEL
IT
8. PROVIDE M
LL R
Now'
2x4 0 DBIL TOP PLATE (1)HCPLR MEANS TO S PORT STRUCTURAL ELEMENTS IN PLA DU ING C) e-'
4pcs SEMCO RTPGA824 TIO
PORCH 4x4 POST (2)OTPGA824 CONSTRUC
2-x4- 'SPF #2 STUDS STRAPS
0 16", O.C., SEE 4x4 P6 T 11" FOUNDATION (1)ASP44 Z
9. VERIFY ALL DI ENSIONS NTH ARCHITECTURAL DRAWINGS.
PLAN /- 2pcs 2"02" SYP No.2 WINDOJ 0QR JACK STUDS (EACH (1)RTPGA824 TO 3' WIDE SEE ARCHITE RAL, MECHANICAL, ELECTRICAL AND PLUMBING <
EADER BEAM '� JEADE V)
H 4 'G) DRAWINGS FO EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT
SIDE OF OPN
2
V "000" ANCHOR BOLT (2)RTPGA824 OVER 3' WIDE
SHOWN ON S UCTURAL DRAWINGS. 7p LIJ
2x4 PT SYP No.2 PLATE 0 24 OC w/ A
0-
R 9EARING WALL C) of
2x2x'/s" WASHER
SLAB ON GRADE, DBL PLATE WALL STUDS TPP4 0 16" oc 10. THE STRUCTU L ENGINEER SHALL NOT HAVE CONTROL OR BE
(EXPANSION BOLT NOT
RESPONSIBLE OR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEE PLAN WALL UOS SILL PLATE TPP4 0 16" oc
PERMITTED WITHIN 4"
PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE
SILL P TE FOUNDATION "0 x 10" ANCHOR BOLTS
OF SLAB E GE)
CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR
4" STEP A"q
W/ 2x2x'/a PLATE WASHER
0
X A X
0 24" OC THE FAILURE F ANY OF THEM TO CONSTRUCT THE WORK IN
ACCORDANCEVITH THE CONTRACT DOCUMENTS.
"'�� 2pcs SEMCO RTPGA,824 __"�
43 C)
4"x4" P.T. SYP
STRAPS EACH POSIF 1 C NKTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. <
No.2 POST 2) S " TAILS THIS SHEET FOR TYPICAL APPLICATIONS. S�
ARWALL SPECIFICATIONS iij
00
E
2) U THE FOLLOWING FASTENERS FOR EACH CONNECTOR:
t1/2" CDX PLYWOOD SHEATHING OVER 2x4 SPF #2 STUDS
8"x16" THICKENED INSTALC
ItTPGA,824T 24-10d SW-1
SLAB w/ 2-#5 CONT
41 0 16" OC. FASTEN SHEATHING w/ 8d COMMON WIRE NAILS 0 3"
0A P 18, 10-10d x 1 '/2 0
O.0
8-8d EDOE AND 6" o.c. FIELD. INSTALL SPF #2 BLOCKING AT ALL
HORIZONTAL JOINTS. INSTALL SEMCO SGP-3 ANCHOR AT EACH
TPP4 8-8d END OF SHEARWALL w/ 5/."Oxl2" ANCHOR BOLT AND 24-16d
r5 ECTION
r3 SECTION s
',$GP-3 5/8" 0 E30LT AND 24-16d
NAILS TO STUD.
1/2" 0 BOLT AND 12-16d
SCALE: 3/4" V-0" iBP44�
ij SCALE: 3/4 1'-0"
NOTE: 1) SEE DETAIL 4/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS.
2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS.
'/4 "X 5/ TU
TS5"x3 BE NUMBER OF FULL HEIGHT 2"x4" SPF No.2 STUDS EACH SIDE OF
4
STEEL HEADER BEA
OPENING.
FASTEN 2"x4" SYP No.2 PLATE/BUCK' 8" LL)Jt4c'
TO TUBE STEEL W/ 2r ROWS 1/4-2 0 x 2
hu
2 4
PHILLIPS FLAT HEAD TEKS /4 WITH 1 14 1 1/2" AU
_j�_ 5"
S A
WINGS @ 8" O.C. STAGGERED
STEEL COLUMN EACH
TS� x3"x5" TUBE 2"x4" "_-06�2
BUC
2"x4" SYP No.2
M END
PLATE BUCK
V/2"x3/2-xO'-8" DRAM
12'-9 Y!� PLATE
JxC CL
< -11 VED PRB
_j OUT�-TO-OUT STEEL FRAM r
Cl- t-A TS5"x3"x5/1 ej 5/a"0 DBA
00 u
CHECKED
TUBE STEEL AW 15 2000
00 CCK
City Of Atlantic Beach
DATE
00
IW/Z 2"x3"/2"xO'-8" '3uilding ancl ZOning 08/08/00
E48EDDED PLATE SCALE
ji /2"
W/ 2pcs ?/S'*O DBA AS NOTED
V)
NO.
-125
a) EOO
SHEET
r6 SECTION r7 DETAIL
T ,
i 13'-0" SCALE: 114" 1'-0" SCALE: 11/ 1 _O"
(D
ZN
;rRE,
IR
E
C)
RIGID STEEL MOMENT FRAME.,
EET OF
-Ar
440 'Pop
AF
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RECEIVED 6A " Z. 1 0 1
(P.11,
AUG 1 ,5 2000
City of Atlantic Beach
Building and Zoning
71