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REVISIONS BY
UPLIFT CONNECTOR SCHEDULE STRUCTURAL NOTES:
DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD
1 ROW 8d COMMON WIRE
NAILS ® 3" O.C. MEMBER SUPPORT SEMCO CONNECTOR BUILDING CODE AND WIND DESIGN PER SECTION 1606.2.
1. LIVE LOADS
1 pc SEMCO FAP18 COMMON RAFTER: HEADER BEAM (2)HCPLR UNIFORM LIVE LOADS
WALL LEDGER (1)FAP18 ROOF 20 PSF
2. WIND LOAD BASIC 110 MPH
WALL LEDGER EXISTING FRAMING 4 ROWS 16d COMMON WIRE IMPORTANCE FACTOR 1.00
'/2" CDX PLYWOOD NAILS ® 16" O.C. MEAN ROOF HEIGHT 15.0 FT
ROOF SHEATHING FASTENED WITH ROOF PITCH 4/12 (18.4 DEGREES)
2"x8" SYP NO.2 12 8d COMMON WIRE NAILS @ 4" OC PORCH HEADER BEAM 4"x4" POST (2)RTPGA816
LEDGER w/ 4 ROWS 4 EDGE AND 6" OC FIELD. 3. ALLOWABLE UNIT STRESSES:
_ 16d COMMON WIRE � 4x4 POST FOUNDATION (1)ABP44
NAILS M 16" O.C. 2"x8" SYP NO.2 RAFTERS ® 24" O.C. A) CONCRETE – DESIGN AS PER ACI 318 LATEST EDITION
INTO EXISTING CONVENTIONAL ROOF FRAMING, SEE SLAB ON GRADE Vc = 3000 PSI
WALL FRAMING. ROOF FRAMING PLAN CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI
NOTES: ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI
2pcs SEMCO HCPLR 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. B) REINFORCING STEEL – ASTM A615 GRADE 60 U
HURRICANE CLIPS PER UPLIFT 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. z
CONNECTOR SCHEDULE.
2 USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: — w
C) WELDED WIRE FABRIC – ASTM A185
RTPGA816 16-10d '-'-' Q
Ld z_
FAP18 10-1 Odx1'/2" D) CONCRETE MASONRY – DESIGN PER ACI 530 CURRENT EDITION = o �
HCPLR 8-1 Odx1'/2" I._ w ?o
z TOP PLATE EL ABP44 1/2" Ox 10" ANCHOR BOLT AND 12-16d COMPRESSIVE STRENGTH f m = 1500 PSI Q J z
Q SEE ARCH PLANS _
1 E) SOIL BEARING (DESIGN MAX.) 2500 PSF <0
J w
F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 D o m
" 2 cs SEMCO RTPGA816 STRAPS OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE � w w
DBL 2x8 SYP No.2 HEADER BEAM. FROM HEADER BEAM TO POST WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION LJ En
}- SPLICE TOGETHER w/ 3 ROWS 12d BY AMERICAN FOREST & PAPER ASSOCIATION. ALL 4"x4" POSTS = o Oz
o COMMON WIRE NAILS ® 12" O.C. Q z o
N SHALL BE PRESSURE TREATED SYP NO. 2 (UNLESS NOTED O J �0
4"x4" PRESSURE TREATED
0 SYP NO.2 POST EXAMPLE OF UNSUPPORTED (UNBLOCKED) OTHERWISE). Z o
�. BOUNDARY OF ROOF PANEL EDGE. UNSUPPORTED PANEL EDGE IS
4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER o
0 DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D FOR REINFORCING SHALL BE AS FOLLOWS: = U
z BY SCHEDULE OR NOTES.
FOOTINGS 399
U
. . .
SLAB ON GRADE CENTERED
X
w . .
• 5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE
TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS
AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD
1/2" CDX PLYWOOD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
OF CONCRETE.
1c SEMCO ABP44POST ANCHOR
P
w/ '/2" x10" ANCHOR BOLT AND NAIL SPACING AT 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS
FOLLOWS:
12-16d COMMON WIRE NAILS SUPPORTED EDGES, . . EXAMPLE OF PANEL MASONRY 48 BAR DIAMETERS
/2" EXPANSION JOINT 4 CONCRETE SLAB ON GRADE w/ SEE NOTES OR SCHEDULE z
EDGE w CONCRETE 40 BAR DIAMETERS
MATERIAL WWF 6x6 W1.4xW1.4 OVER 6 MIL WHERE RBLOCKING
REQUIRED BY 0
VAPOR BARRIER ON COMPACTED FILL. . • SCHEDULE OR NOTES 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR
M. • UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED.
�j
X x — X X X X X X X - X X X 8. ALL LOAD BEARING CMU PIERS SHALL BE COMPOSED OF ASTM C90
• =1 I IE:l 117 _ GRADE--I`i-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. Lli
1—III -� RAFTERS GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH Q U
111 I i I 1 11—'. 8"x8" THICKENED EDGE I I l CONCRETE GROUT..
W/ 1–#5 CONTINUOUS 1 1 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER = W Q
MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING U Q L
20"x10" MONOLITHIC CONCRETE NAILING TO INTERMEDIATE CONSTRUCTION. O
FOOTING W/ 2–#5 CONTINUOUS 10 SUPPORT IS 6 OC MAX, UON 0 (f� -1
NAILING PATTERN FOR ROOF SHEATHING 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 0 W =
SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING CL fy U
DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT Q
1 WALL SECTION , TYPICAL 3 DETAIL SHOWN ON STRUCTURAL DRAWINGS. Q m
Z 2
S-1
SCALE: 3/4" 1'-0" SCALE: NTS w 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE Fz
S-1 = RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE V)
CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR j Q
4"x4" PRESSURE TREATED THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN U
SYP NO.2 POST ACCORDANCE WITH THE CONTRACT DOCUMENTS. 0
1 pc SEMCO ABP44POST ANCHOR
U �
w/ '/2"Ox10" ANCHOR BOLT AND
12-16d COMMON WIRE NAILS ry
Q
W
BRICK PAVERS ON
COMPACTED SAND BED 8"x8"x5.5" HIGH
AS PER ARCHITECTURAL CONCRETE PIER
PLANS
d- 2'-8"x2'-8"x1'-4"d
I af CONCRETE FOOTING
Q W/ 3–#5 EACH WAY
w
Ll
1–#5 VERTICAL DOWEL W/
n 3" LEAR TYP STD 90' BEND
2'-8" x 2'-8"
DRAWN
PRB
CHECKED
CCK
2 ALTERNATE PIER FOUNDATION 04/23/01
S-1 SCALE: 3/4" = 1'-0" SCALE
AS NOTED
JOB NO.
:
E01-082
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