HomeMy WebLinkAbout1209 W 14 St 95-1308, 95-1848,95-2224/-�901�
9 5-q, aqq
ZONE DATE
CONTRACTOR 7
ADDRESS / O �l �l�f`f�1)/h 11,
PHONE #
LOCATION
OWNER /
ADDRESS
PHONE #
PLUMBING CONTRACTORS+QC K W--e
e-. -i fl ?
PHONE #
ELECTRICAL CONTRACTOR Q���� —
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
A r MnCCC
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS ()
ARCH IT ECTURAL APPROVAL DATE:
SUBDIVISION:
'PET # CI
JOB
COST
FEE $.
STATE NO
FEE $ `0-�
� j/ `w 4
FEE $ `�t"Y
FEE $�
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE G1,
[wa
�
u✓y ,s r
v
-
F
}3
I
to
C
t ,
�
I
�i
t
�
ry.
E
r
.f
9
A
d
F
r
I
.
Y .
3'
I
.
}
yy y i
6
.�
^\/
.!
..
.
¥\.
«§.».
:..
.
�
r >
. .
�
.
GENERAL NOTES
MASONRY NOTES
1. DESIGN AND LOADING
MASONRY UNITS
A. SBCCI STANDARD BUILDING CODE 1993 EDITION.
1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT
2. SOIL
MASONRY IN ACCORDANCE WITH ASTM C30 AND C148 AND SHALL
A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN
HAVE A NET AREA COMPRESSIVE STRENGTH OF 1900 PSI.
2000 PSI FOR CONTINOUS WALL FOOTINGS.
MORTAR ,
3. CONCRETE AND REINFORCING
MORTAR SHALL BE TYPE 8 'N ACCORDANCE WITH ASTM C270.
A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE 'ITH ACI 318
METAL ACCESSORIES.
AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301•
1. JOINT REINFORCEMENT ANCHORS AND TIES SHALL CONFORM TC THE FOLLOWING.
B. ALL CONCRETE SHALL DEVELOPE MINIMUM COMPRESSIVE STRENGTH
A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS.
OF PSI IN 28 DAYS.
• C. REINFORCING BARS SHALL CONFORM TO A615 A616 OR 617, GRADE 40
B. ASTM A36 FOR PLATE, HEADED AND BENT BAR ANCHORS.
•
C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES.
4. DESIGN LOAD
A. IN ACCORDANCE WITH SBCCI CHAPTER 12.
2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPCSED DIRECTLY
1. ROOF LIVE LOADS OF 20 PSF
TO THE W'JEATHER OR SUBJECT.TO SALT CORROSION SHALL BE STAINLESS
2. WIND LOADS IN ACCORDANCE WITH SBCCI 1993 EUITH!ON FOR 100 MPH REGION.
STEEL Oi HOT DIPPED GALVANIZED MEETING THE REQUIREMENTS OF AST .A90.
~
5. LUMBER
MASONRY WORK GENERAL
A. ALL STRUCTURAL LUMBER SHALL BE #2
ALL MORTAR JOINTS FOR HOLLOW MASONRY UNITS SHALL EXTEND 'HE FULL WIDTH
(ALLLUMBER EXPOSED TO WEATHER, OR AGAINST SIL, CONCRETE OR MASONRY
OF FACE SHELLS. MORTAR ,,OINTS FOR SOLID MASONRY KNITS SHALL BE
k SHALL BE PRESSURE TREATED.)
FULL HEAD AND BED JOINTS.
6. TRUSSES
2. BED AND HEAD JOINTS SHALL BE 3/8" THICK.
A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE
3. MASONRY WALLS SHALL EE RUNNING OR STACK BOND CONTRUC-ION.
WITH SBCCI. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED
WHEN MASONRY UNITS ARE LAID STACK BOND, 9 GAUGE HORIZON -AL
DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMNET '
SHALL BE PLACED IN BED �ICINTS AT NOT MORE THAN 16" O.C.
RENFORCING STEEL GENERAL
1. REINFORCING STEEL SHAL. BE NO. 5 BARS.
2. WHEN 2 BARS ARE IN THE SAME, CELL THEY MAY BE BUNDLED.
3. SPLICE LENGTHS SHALL 9E A MINIMUM OF 25'.
4.. REINFORCING STEEL SHAL_ BE MINIMUM GRADE 40 AND !DENTIF =�
IN ACCORDANCE WITH ASTM A615, A616, A6:7 OR A706.
ROOK
5'
ROOFS EDGE
EDGE
O
� O
(D �� I
O
4+
I I
RIDGE 3
I
2
I0
o -
/��,�
L
�— <
2
(5CPEMATIC)
ROOP ATTAQ 4MENT FLAN
5PEATPING SHALL
3E FA5TENED WITH -8 GUN NAIL5
ZONE1 -
EDGES
AT TRUSSES
6' O.C. AND INTERMEDIATE
TRUSSES 12' O.C..
ZONE2 -
EDGES
AT TRUSSES
6' O.C. AND INTERMEDIATE
TRUSSES 6' D.C.
ZONE3 -
EDGES
AT TRUSSES
4' O.C. AND INTERMEDIATE
TRUSSES 6' O.C.
2A' G.(=.
SEMCC K T 1 2
!2 =ACC R1_55)
SIi'IPSON 5P2 =ACC STI:D-� `— :OU5U.= -CP =-I —
T"P. 2' X 4' INT=.RIOR
1.
57,UID WALL (16' C.C.)
2' X A' P.T. PLAT` SIi"iPSCN 5r!
WITr•- 1/2' 50L-5 30' O.C. cAC�» S-UD
• WITr- 2' WASticR
<x
g <—,—.---- u—f--�� —�-- -
�,.N;??:�`�2;�
�• y ��
W
2 'S '�.^io� :On:iniGuB
LOAD BEARING WALL (FRAME)
r
0
' Z
z
. W
r, �• SHEATHING
2 X 4 SOLID BLOCKING ® 48 O.C.
(1 ST 3 TRUSS SPACES) 7/16 OSB, NAILED 8D STANDARD HOOK BOND SEW
4" O.C. EDGES o``'7
8" O.C. FIELD 1-- -•-�
0 -- i 1
12" MAX. OVERHANG
VERT. RDNF.
GABLE END TRUS00 S
NAILED TO 2%6" PLATE
12d COMMON
0010
STD GABLE END
GABLE END TRUSS SECURED TO 2 X 6 PT PLATE
WITH SEMCO RTPGA824, 2' O.C.,
r STRAP SECURED BENEATH 2 X 6, WRAP AROUND
PLATE, NAIL FROM TOP. (MIN. 1242D NAILS)
\-1/2"DRYWALL CONCRETE BLOCK WALL
2 X. 4 "X" BRACING @48" O.C.
SECURE TO SOLID BLOCKING 1/2 BOTTOMITOP CHORDS OF -
TRUSS WITH MIN. 3/12D NAILS.
2' x 6*• PT PLATE
SECURED WITH 1/2" BOLT
21 U.C., WITH 2" WASHER
GABLE END DE'TAIL-
i•, IN GROUTED
CELL
._ a X{ CLEANOUT R€O'D
Y. FOR GROUT LIFT
>S F'T... UNU=
FOOTING
w FOOTING DWL Is
—� PER 203.3 _ _ ... , NOT REWD.
REINFORCING
•AV
VERTICAL WALL REINFORCING
SC'AL:: NONE
a
-SHEATHING
2' X 4' SOLIC BLOCKINC 0.48" C C. 7/16 OSB, NAILED 8D ,
4" O.C. EDGES
(1 ST 3 TRUFS SPACES) 8" O.C. FIELD u
g BLOCK
12" MAX. OVERHANG,Trm
,
NAILED TC 2":6 PLA.M f I
120 CiMMONCWU� '�'
8" 0. ' Powers Steel Prcducts Lintels
i ATAU.
VAULTED CEILING GABLE. END 8PS 2.3 Sun.' Lintel
TOP OF KNEE WALL �oU4445, ,
,2-�lorg SECURE STUD T(PPLATE TO BOTTOM CHORD JF
GABLE END TRUSS WITH SEMCO RTPGA824, .2` L-2 Section
2 X 4 "X"BRACING ®48" O.C, 1/2" DRYWALL (10N. 12 - 12D NAILS)
SECURE TO SOLID BLOCKING 1/2 BOTTOM/TOP CHORDS OF - Wall Thickness (Nominal
TRUSS WITH MIN. 3/12D NAILS. SI'�+•a '
BASE OF KNEE WALL POWERS STEEL
SECURE PLATE TO STUDS WITH SEMCO RTPGA824, Lintel Height
O.C., STRAP SECURED BENEATH 2 X 6, WRAP AROUND 8PS .5 - 8
S PLATE, NAIL FROM TOP. (MIN 12-12D NAILS) Indicates composite Action
5crr�►af-� ndicates Height of Grout
�._.... *A4 the masonry wall openings indicated or
V'au1tE 3 C,eil.iag• Gable End
specified furnish and install POMRS LINTELS as
It s` snK s � ,1 manufactured by POWERS STEEL PROf)UCTS, ,
Phoenix, AX.
All openings
POWERS STEEL
8PS 2.5 - 16C
(unless otherwise noted)
2x6 TOP PLATE
2" X 4" SOLID BLOCKING ® 48" O.C.
(1 ST 3 TRUSS SPACES)
00
00
2.x4 chords fie P. I bottom
secured over
stud under plote
W RTP OA 830
-- O.C.
16 I '2d na i I�
2 X 4 "X'" BRACING ®48" O.C.
DRYWALL
lrr- G
SECURE TO SOLID BLOCKING 1/2 BO'ITOWrOP CHORDS OF -/,b .ram �t S
TRUSS WITH MIN. 3/12D NAILS. Z X 6 51 U d
STD GABLE END
0_C . _ GABLE END TRUSS SECURED TO 2 X 6 PT PLATE
S'arc v Ram D to Z `3o�-f
2I WITH SEMCO RTPGA824, 2' O.C.,.
' ` O G w/ y h. �t s N s' 2 ) STRAP SECURED BENEATH 2 X'6, WRAP AROUND
r_ i PLATE, NAIL FROM TOP. (MIN, 12-12D NAILS)
-
3 -. END DETAIL L
TKM PTANS UMWEPM 09 ACCOZWNCK
wrrx SECTICO 1205 OTTH3
- STANDARD TA=IIWIQ COD.'d L m Wow
N
LOADING ;Nos 100 NPR. CWDff10"s PUL IS 221
NOW
Y .,_..
T F
POWERS - STEEL PRODUCTS LINTELS t+
WALL THICKNESS (NOMINAL)
POWERS STEEL $�
LINTEL HEKxiT
PS2.5-SC
INDICATES HEIGHT OF GROUT-�
HEIGHT VARIES: 1NOICATES COUPC51TE ACTION
8', 12', 16", 20%
AND 24'.
(1 ) -_"� �- SPS2. 5
C2)ly STEEL LINTEL.
L-2 SECTION
x
ISOtViETRIC
(GROUT NOT SHOWN FOR CLARITY)
CARUSO
TURLEY
SCOTT
INC.
consulting
structural
engineers
2102 North 44th Street
Swto 200
(602) 9I2-9120
'1602) 912-9390 (FAX)
REVISIONS
8-30-93
10-13-93
L-- 2 LINTELS
12-0'-93
LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT)
V,
DEAD LOAD PLUS LIVE LOAD,
J
K w
LINTEL SIZE
LINTEL SIZE
•rs2a
Nwa2 3 - ac
t11pS2 a - 1x
Nws25 - 16c
tIOS2.5 - 20c
WS2.5 - 24C
WS.2.5 - 28C
aM.5 - 32C
8PS2_S - 40C
J F-
Z
SPAN
SPAN
(U10 O4oUT)
�
-1
r-o'
1440
213J
3J10
+400
5670
"m
8=
9220
I15a0
8674
r-0•
r-8•
r-a'
a21
SA
1600
1261
24a.2
)me
IN
2697
4252
34W
5141
4117
a019
+am
6906
SOSa
6906
Y-+-
� U C)Y-4'
Cr � m
V-0'
300
1067
Ism
2243
1924
2635
2430
5427
2"
+018
5441
4410
3040
5790
4W9
4'-C
/''
4'-•'
V-4'
Zia
206
914
a00
1418
1242
1685
2126
25n
3015
3+60
4.546
5'-+'
J
w (y
w
V>CL
r-u'
162
711
ItOJ
1447
two
2285
2066
2670
2406
3073
2m
3860
3-472
r-0'
r-I'
.4'-r
r-1'
--
---
940
SaZ
N3
tOJ
I347
1225
1ml
1547
1470
2192
2516
3160
%-+'
N 00
r_0-
ss3
a2•
1122
1411
1n4
15a2
2006
1a64
2JW
2127
2aW
26n
a'-o'
N-a'
r-a'
r-4'
---
---
402
07
744
710
1036
942
1308
1215
1470
1722
1975
2482
r-+'
O
a
I01-0'
427
K2
8W
1134
Lan
1607
19+4
2316
to'-0'
10'-V
to,-•'
IV-4'
---
---
400
377
920
*4
842
713
1063
IDOI
1295
1210
15M
1418
1 7m
16215
21 n
2044
1V-4'
12'-0'
-
356
5u
746
948
114J
11w
126a
1137
14m
tom
1827
Ir-0.
Ir-a'
DRAM
IY-4'
-- -
337
3m
522
447
700
474
*51062
a51
1029
1200
1363
1737
'Ir-+'
MAC
14'-1Y
-
3W
473
$41
610
r73
979
us
1148
1005
1317
1257
1654
1572
14'-0'
W-8'
CHECKED
I+' -a'
IV-4'
---
---
211
274
461
432
112
5m
740
*4
1046
12W
1510
15'-4•
PCs
IV-o'
-
267
414
541
5J•
7w
00
057
a22
1004
964
1153
1106
1444
13a9
IC-0'
Is, -a'
DATE
1r-r
17'-4'
-
---
256
244
379
382
510
614
791
927
1064
1336
1r-4•
8/18/93
If-o'
---
237
3"
41"
1 &V
M2
a63
1024
1287
lr-0-
•.SBCCI PST AND ESI EVALUATION REPORT iy 93-132.
• UPLIFT• WIND FORCES .ON LINTELS ARE RESISTED WITH
REINFC)RCING AS REQUIRED IN SBCCI SSTD 10-93 TABLE
*DESIGNED TO COMPLY WITH SBCCI DOCUMENT, 205 R1..
,STANDARD FOR HURRICANE RESISTANT RESIDENTAIL
CONSTRUCTION SSTD. 10-93". SEE NOTE 9. • POWEf�S STEEL PRODUCTS LINTELS ARE AN APPROVED
FABRICATOR LISTED BY THE INTERNATIONAL CONFERENCE
OF BUILDING OFFICIALS (ICBO) REFERENCE REPORT NO.
FA-344.
LOAD CALCULATIONS (EXAMPLE CNLY)
GIRDER TRUSS 11 WALL DL 18 PSF AVERAGE DIST
LL - 20 PSF
I� ROOF LOAD . (18+10)(9+2)------- 228 PLF
HIP 2
JACKS TOTAL LOAD---------------228 PLF.
SELECT LINTEL CAPABLE OF CARRYING THIS LOAD
USE L-2 LINTEL 8PS2.5-16C (561 PLF ALLOWABLE)
OVERHANG HIP 16'-0' LINTEL
HIP ROOF FRAMING
LOAD BEARIING - STRAIGHT TRUSSES AT HIP ROOF
DIMENSION VARIES
ACCORDING TO LOAD.
11 IFIX.Rnh
NO SCALE
T1ONS: (EXAMPLE ONLY)
DL - 18 PSF
LL - 20 PSF
ROOF LOAD - (18+20XAI +2)------380 PLF
TOTAL LOAD - - - - - - - - - - - - - - - 380 PLF
SELECT LINTEL CAPABLE OF CARRYING THIS LOAD
USE L-2 LINTEL. 8PS2 5-16C (561 PLF ALLOWABLE)
NO SCALE
R(N)F 4HF'ATHINt:
CUSSES
• WALL
RCING
MATERIAL AND WEIGHTS
1. ROOFING MATERIAL FOR SH WOUS USE
4.0 PSF. FOR TILE USE 10.0 PSF. 1ERIFY
WITH BUILDER TO ASSURE ACCURACY.
( TILE ROOF IS USED IN EXAMPLE) - - - - - - - - - - 10.0 PSF.
2. ROOF SHEATHING ------------------ 1.5 PSF.
3• wOOD TWSSES TYPICALLY AT 24' O.C.-
2 X 4 TCP ANO BOTTOM CHORD-D - - - - - - - - - - - - 2.4 PSF.
4. INSULATION:----------7---------- 1.5 PSF.
5. 1/7' GYPSUM BOARD CEILING: - - - - - - - - - - - - 2.2 PSF.
6. MISC: - - - - - - - - - - - - - - - - - - - - - - - - - 0.4 PSF.
TOTAL ROOF DEAD LOAD (DL) ----- 1&0 PSF.
UVE LOAD (LL): ----- 20.0 PSF.
TOTAL LOAD (TL } - - - - 38 PSF FOR TILE
TOTAL LOAD (TL}----- 32 PSF FOR ASPHALT SHINGLES
7. NOT A PART OF SBCO LISTING,
NOTES:
A. THESE ARE EXAMPLES ONLY - DETERMINATION OF LINTEL LOADS AND SELECTION
Of LINTEL SHOULD BE DONE BY A QUALIFIED PERSON.
B. CALCULATIONS SHOWN USE TILE ROOF. IF SHINGLES ARE USED, REDUCE LOAD
ACCORDINGLY.
C. TWO SHORES RECOWMENDED AT 16' SPAN.
k�
1 OAD CALCULATIONS (EXAMPLE ONLY)
DL - 18 PSF
LL - 20 PSF
ROOF LOAD (18+20)(2' + 2')------ 114 PLF.
2
TOTAL LOAD - - - - - - - - - - - - - - - 114 PLF
SELECT LINTEL CAPABLE OF CARRYING THIS LOAD
USE L-2 LINTEL 8PS2 5-16C (561 PLF ALLOWABLE)
L.❖.1 a
TOP OF WALL
REINFORCING
INSULATION OVER
GYPSUM WALL BOARD
CEILING.
NOT
1. PREFORMED STEEL -LINTEL SHALL BE GALVANIZED 16 GAGE
THICKNESS (.060' THICK) COIL STEEL . AS MANUFACTURED
BY POWERS STEEL AND WIRE PORDUCTS, INC. STEEL GRADE
SHALL BE ASTM A570 GRADE C Fy - 40 kill.
2. SHORE AS REQUIRED TO ,COMPENSATE FOR DEAD LOAD
4 DEFLECTION ON NON -CURED MASONRY.
3. LINTELS TO BE USED MATH BRING OR CONCRETE MASONRY
UNITS HAVING A MINIMUM f m 'AS 'SHOWN. LINTELS NOT TO
BE USED WITH .GYPSUM, UNBURNED CLAY, BURNT ADOBE OR
CAVITY WALL CONSTRUCTION.
` 4. STEEL SURFACES IN CONTACT WITH GROUT AND/OR MORTAR
SHALL BE UNPAINTED AND FREE OF MATERIAL THAT MIGHT
INHIBIT BOND.
5. BEARING EACH END SHALL BE 3' PLUS OR MINUS 10
.
BEARING SHALL BE ON A MINIMUM 8' DEEP GROUTED CELL.
EXCEPT THAT LINTELS 8PS2.5-8C, 12C, 16C, AND LINTELS
8PS1.5-C MAY BEAR ON 1 1/4' THICK MINIMUM FACE SHELL
6. fm: 1500 psi MASONRY UNITS SHALL CONFORM TO ASTM
C90. GRADE N.
7. GROUT: 2.000 psi. SLUMP RANGE: 8" TO 11'. ROD GROUT
ADEQUATELY TO ENSURE CONSOLIDATION OF GROUT (NO
AIR POCKETS). GROUT SHALL COMPLY WITH ASTM C476-83
AND BE EITHER COURSE OR FINE GROUT.
8. MORTAR: TYPE "S' 1800 psi.
9: TOP REINFORCING TO COMPLY WITH SBCCI SSTD 10-93.
1 05 OR 2 #5 MIMMUM PER TABLE 25OP1, 2, OR 3.
. t ARCHITECTURAL OR ENGINEERING REQUIREMENTS MAY
REQUIRE MORE REINFORCING THAN 2 15. REINFORCING BARS
SHALL COMPLY WITH ASTM A61.5 GRADE 40 MINIMUM.
10. ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/
I
' OR ENGINEERING DRAWINGS.
11. STEEL STIRRUPS SHALL CONFORM TO ASTM A82 Fy - 60
ksi MINIMUM. STIRRUPS SHALL BE 1/4' DIAMETER SMOOTH
ROD AND SHALL BE FABRICATED SUCH THAT THE STIRRUPS
HAVE SPRING AND TEND TO REMAIN IN THE HOLES'IN THE
LINTEL DUE TO THE SPRING. STIRRUPS SHALL HOOK 3/4'
AND FIT INTO HOLE IN LINTEL VERTICAL LEG AS SHOWN.
STIRRUP PLACEMENT (FOR SPS2.5 REINFORCED LINTELS ONLY)
12' DEEP LINTEL - 11 STIRRUPS AT 4' O.C. EACH END.
16'. 20". 24 DEEP LINTELS - 6 STIRRUPS AT 8' O.C. EACH END.
STIRRUPS SHALL BE 1 1/2" CLEAR FROM TOP OF GROUT. '
12. PLACE FIRST STIRRUP 4' FROM FACE OF JAMB AS SHOWN t 1
8PS1.5
Smin. .152 IN 3
2.25 2.25' 12.5' I = .170 IN 4
1/2' DIAMETER HOLES I I
FOR HOOK OF STEEL
STIRRUP.
L
.25 L04Of C
- 5• 1'
• - 8PS2.5
,• 6.75'
Smin. - .365 IN3
1 I - .632 IN 4
DESI
GNED FOR SBCCI DEEMED TO COMPLY 1993, STANDARD BUILDING CODE 1993.
�-- POWERS STEEL
L-2 LINTEL
BLOCK SHORING
,� NON -LOAD BEARING -GABLE END
NO SCALE
t
CARUSO
TURLEY
SCOTT
INC. I
consulting
structural
engineers
7702 North 44th Short
We 200
Fboerw4 Arizona 85008
(6W) 912-9120
(601) 912-9390 (FAX)
�-♦ V)
� J
z
7 J
U W O
8
a V) W
J
V) Lv
2
1n 0
o Q
0-
DRAMA
SSR
CHECKED.
PGS
DATE
8/16/94`
" � •SPEC INFO
1.` PRODUCT NAME a. GUARANTEE
POWER LINTELS, MANUFACTURED, ENGINEER POWERS LINTELS ARE FULLY GUARANTEED AND
DESIGNED, MODULAR STEEL LINTELS OF HIGH INSURED AGAINST MATERIAL DEFECTS AND POOR
STRENGTH STEELS FOR USE IN CONCRETE BLOCK FACTORY WORKMANSHIP FOR A PERIOD OF ONE
AND BRICK MASONRY CONSTRUCTION. YEAR FROM DATE OF PURCHASE. PROPERLY
ENGINEERED FOR THE PARTICULAR SPANS AND
2. MANUFACTURER LOADINGS, POWERS LINTELS WILL LAST THE LIFE
OF THE BUILDING.
POWERS SM PRODUCTS
4118 EAST ELW OOD STEEL 7. MAINTENANCE
PHOENIX, ARIZONA 85040
PHONE (602) 437-1160 SINCE POWERS STEEL LINTELS ARE MANUFACTURED
FAX (602) .437-5409 FROM GALVANIZED STEEL. AFTER THE INITIAL PAINT-
ING THE LINTELS WILL REQUIRE REPAINTING ONLY
3. TECHNICAL DATA WHEN THE BUILDING ITSELF REQUIRES SUCH MAIN-
TENANCE.
POWERS LINTELS HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE FOLLOWING: 5. TECHNICAL SERVICE
• SBCCI DEEMED TO COMPLY - 1993 TECHNICAL ASSISTANCE IS AVAILABLE FROM THE
• STANDARD BUILDING CODE - 1993 MANUFACTURER ON SPECIAL DESIGN PROBLEMS.
• ANSI LIGHT GAGE' COLD FORMED 9. FILING SYSYTEM
STEEL DESIGN - 1990
* U.B.C. - 1991 UNIFORM SYSTEM - DIVISION 5.
4. PRODUCT DESCRIPTION 10. SHORT FORM SPECIFICATIONS
BASIC USE: POWERS LINTELS ARE DESIGNED FOR AT THE MASONRY: WALL OPENINGS INDICATED
USE AT LOCATIONS WHERE PRECAST CONCRETE, OR SPECIFIED FURNISH AND INSTALL POWERS
ANGLE IRON AND I BEAMS ARE 'NORMALLY USED. LINTELS AS MANUFACTURED BY POWERS STEEL
PRODUCTS, PHOENIX, ARIZONA.
ADVANTAGES: POWERS LINTELS ARE LIGHTER IN
WEIGHT AND EASIER TO HANDLE THAN LINTELS 11..ENGINEERING
MADE FROM STANDARD STRUCTURAL SHAPES.
STRUCTURAL ENGINEER .FOR THESE LINTELS IS:
SHAPES OF THESE LINTELS INTERFERE AS LITTLE
AS POSSIBLE WITH THE LAYING OF MASONRY. NO CARUSO, TURLEY. SCOTT INC,
CUTTING OF STANDARD SIZE MASONRY UNITS IS 2702 North 44th Street Suite 200
REQUIRED AND 'AND SPECIAL SHAPES ARE NOT Phoenix, , Arizond 85008
NECESSARY. _ Phono No. (602) 912-9120
SAVINGS ARE POSSIBLE IN SEVERAL AREAS: Fax (802) 912-9390
PRICING OF POWERS LINTELS COMPARES FAVOR=
WI ABLY'TH CONVENTIONAL. LINTELS; THE COST IF AN INSPECTOR. CONTRACTOR, SUBCONTRACTOR,
OF.FABRICATION OFF -SET TO SOME DEGREE BY OR PLANS EXAMINER HAS ANY QUESTIONS'PLEASE
THE CUSTOM DESIGN THAT CREATES THE MOST 6O2UL SCOTT LL PACOLLEC
CA ( ) 912-9120 (
EFFICIENT SHAPE FROM HIGH STRENGTH STEEL
LIGHT WEIGHT LINTELS ARE FASTER AND EASIER
TO ERECT. MASONRY BUILT-IN AROUND LINTELS'
GOES IN EASIER AND FASTER. t PATENT NO. 4757656
LIMITATIONS: POWERS LINTELS ARE ONLY .LIMITED
BY THEIR SPAN AND .LOAD CARRYING AS ,DETER-
MINED BY.,A STRUCTURAL ENGINEERg;UPLIZING THE
MANUFACTURER'S SPAN TABLES AND- OTHER
STRUCTURAL. CHARACTERISTICS OF THE LINTEL
SHAPES.
SIZES:. MANUFACTURER STOCKS ALL YNTEL
LENGTHS IN INCREMENTS OF 4' FROM 2' TO 18'.
5. INSTALLATION
POWERS LINTELS ARE INSTALLED IN ACCORDANCE
NTH STANDARD CONSTRUCTION PRACTICES, SET
TO PROPER LINE AND LEVEL, PLUMB AND TRUE,
RELATION. TO OTHER WORK.
AND IN CORRECT
WHEN STUCCO IS USED *ON THE'EXTERIOR OF THE
STRUCTURE AN ADDITIONAL BONDING AGENT TO THE e •
STUCCO IS RECOMMENDED ON THE EXPOSED
PORTION OF STEEL LINTEL TO INCREASE BONDING
. .TM
ABILITY.
R"SIONS
8--30-93 .
10-b-93
10-13-93
10-15-93
12-07-93
12-1.3-93
2-21-94
♦,,�E><E6*��z�zz�,,
.'
•.
co;
- °°°soo
Oel
\`�V♦1
d
jy�
1
444`
v
z
O
U
N
N
Ir'
0
0
V
'
O V
C4
(l)
,_.1
LIJ
I--
J
V)
I-
U
D
o
0
U
C)
W
V
LLJ
L1J
V)
V
Ld
a
J
JOB NO.3114
DRAWN
SSR
CHECKED
PQS
DATE
8--24-94
SCALE
AS SHOWN
SHEET
PS 1 1
61�
ED