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LRW Comments
Project Number Project Name , project Tvae Comment Made
Z-6999-A Gray Plaza Beauy Salon Revised Conditional Use Sewer available to this project.
Permit
Z-8692 Pinnacle Valley Road &
Beck Road Indoor
Tennis Facility
Z-8693 Pinnacle Valley Road
and Sweetwater Cove
Indoor Tennis Facility
Conditional Use Permit Outside Service Boundary, no comment.
Conditional Use Permit Outside Service Boundary, no comment.
Tuesday, August 23, 2011 Page 1 of i
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CUSTOMER DESIGN APPROVAL
Customer Signature Date
T120HKS001144WF
120' x 144' TRUSS HOUSE STYLE K.°P°
3973924
SB04787
Content Guide:
[A1-1.0] ......................... COVER PAGE
[B1-1.0] ......................... GENERAL NOTES
[C1-1.0J............_...... _._%ATERIAL SPECIFICATIONS
[D7-1.01.................. RONT PROFILE (GRID)
[D2-1.0J.... ........FRONT PROFILE (END RAFTERS)
[D3-1.0] C
................FRONT PROFILE (MIDDLE RAFTERS; #2,#4,#9 & #11)
[D4�O�J ......................FRONT PROFILE (MIDDLE RAFTERS; 113111170)
�J .........................FRONT PROFILE (MIDDLE RAFTERS; #5. #6. #7. #8 & #12)
�/fi-1.OJ .........................FRONT PROFILE (MAIN COVER DETAIL)
✓[E1-1.0]............. ............SIDE PROFILE
[F1.1.01 _......... ................TOP PROFILE
[G1-1.0] .........................DETAIL LOCATION CALL OUTS
[G2-1.01.........................CONNECTION DETAILS
[G3-1.01.........................CONNECTION DETAILS
[G4-1.01 .........................CONNECTION DETAILS
[G5-1.0].........................BASE CONNECTION DETAILS
[G6-1.0] .........................CABLE DETAILS
[G7-1.0]........................
CABLE LENGTH DETAILS
[G8-1.0].........................SWAY
CABLE DETAILS
[G9-1.0] .........................CONDUIT
ASSEMBLY
[H1-1.0].........................FOUNDATION
DETAILS (FOOTING)
[H2-1.01.........................FOUNDATION
DETAILS (ANCHOR HOLES)
[J1-1.0]..........................
PROTOTYPICAL REACTIONS
[K1-1.0]..........................ADDITIONAL
INFORMATION
GENERAL NOTES:
1. DESIGNED IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE,
2006 EDITION.
2. DESIGN LOADS:
A. FLOOR LIVE LOAD: N/A
B. ROOF LIVE LOAD: N/A
C. ROOF SNOW LOADS:
Pg {GROUNO $NOW LOAD}= 20 PSF (ASSUMED)
'as (SNOW EXPOSURE FACTOR) = 1.0 (PARTIALLY EXPOSED
TERRAIN CATEGORY C)
Ct (THERMAL FACTOR)- 1.2 (COLD ROOF)
Is (SNOW IMPORTANCE FACTOR) = 0.8 (CATEGORY 1)
Pf (FLAT ROOF SNOW LOAD)) = 14 PSF
Ps `5LIDING ROOF SNOW LOAD) - Ca P(
Cs {SLOPE FACTOR) = AS DETERMINED FOR GABLE ROOF
PER ASCE 7 (BALANCED AND UNBALANCED LOADING
CONDITIONS CONSIDERED).
SNOW DRIFTING FROM ADJACENT BUILDINGS, STRUCTURES, OR ANY
OTHER HORIZONTAL SURFACES HAS NOT BEEN CONSIDERED.
D. WIND DESIGN DATA: (METHOD 2, ANALYTICAL PROCEDURE)
V (BASIC WIND SPEED) = 90 MPH (ASSUMED)
Kd WIND DIRECTIONALUYFACTOR )=0.85
Iw WIND
IMPORTANCE FACTOR) _ ❑.87 (CATEGORY 1)
C (EXPOSURE CATEGORY) = C (ASSUMED
Cp (
P1(I) ))
EXT. PRIES. COEFF.) = AS DETERMINED FOR GABLE
ROOFS COMPONENTS AND CLADDING WIND PRESSURE: N/A
WIND SPEED-UP EFFECTS AT ISOLATED HILLS, RIDGES, AND
ESCARPMENTS CONSTITUTING ABRUPT CHANGES IN THE GENERAL
TOPOGRAPHY, HAVE NOT BEEN CONSIDERED
E. EARTHQUAKE DESIGN DATA: N/A
3. THE TRUSSES ARE DESIGNED TO ACCOMMODATE LIMITED ADDITIONAL
WEIGHT. ADDITIONAL LOADS, SUCH AS FOR LIGHTING, HEATING, AND
VENTILATING EQUIPMENT, SHALL NOT EXCEED 1000 LBS, PER ASSEMBLED
TRUSS, WITHOUT THE WRITTEN APPROVAL OF THE DESIGN ENGINEER
LOADS SHALL BE APPLIED AT PANEL POINTS (POINTS OF CONTACT
BETWEEN TRUSS WEB AND CHORD), AND SHALL BE DISTRIBUTED SO THAT
NO MORE THAN 150 LBS. IS SUSPENDED FROM ANY SINGLE LOCATION.
FOUNDATION:.
1. FOUNDATION AND ANCHORING SHALL BE ENGINEERED AND APPROVED
BY A LOCALLY LICENSED STRUCTURAL ENGINEER.
GENERAL ABBREVIATIONS
TOS TOP OF STEEL / TSL TOP OF SLAB / GALV. GALVANIZED /
FND FOUNDATION / EL ELEVATION / RND. ROUND I
GA GAUGE I DIA DIAMETER / TYP. TYPICAL
1. PRIOR TO COMMENCING FABRICATION FOR A SPECIFIC SITE,
VERIFY IF ANY MODIFICATIONS TO THE STRUCTURE AND/OR
FOUNDATION CONNECTIONS ARE REQUIRED BY THE SITE
ADAPTATION ENGINEER.
2. THIS IS A PROTOTYPICAL DESIGN AND DOCUMENT SET. THE
DESIGN AND DEPICTED FABRICATION, ERECTION, AND FOUNDATION
DRAWINGS ARE ONLY VALID FOR THE EXACT DESIGN PARAMETERS
AND COMBINATIONS OF PARAMETERS DOCUMENTED.THE DESIGN
MUST BE SITE ADAPTED TO SPECIFIC SITES. ANY USE OF THIS
DESIGN AND DOCUMENT FOR A SPECIFIC SITE REQUIRES:
A. DESIGN PARAMETER VERIFICATION BY A REGISTERED
PROFESSIONAL ENGINEER, EXPERIENCED IN STRUCTURAL
ENGINEERING, VERIFY THAT LOADING CONDITIONS AND THE
REQUIREMENTS OF THE SITE ARE EQUAL TO OR LESS THAN
THE DOCUMENTED DESIGN PARAMETERS AND/OR
COMBINATION OF THE DOCUMENTED DESIGN PARAMETERS
GENERAL NOTES
CABLES AND HARDWARE (GO NT.)_
3. USE THIMBLES WITH WIRE ROPE CLIPS IN ALL LOOP -END
APPLICATIONS.
4. TENSION CABLES AT TURNBUCKLE TO TAUGHT CONDITION
(STRAIGHT AND NOT SLACK OR LOOSE).
5. TIGHTEN CABLES SEQUENTIALLY TO AVOID TWISTING OR
DEFORMING STRUCTURAL ELEMENTS DURING ERECTION. RECHECK
PREVIOUSLY TIGHTENED CABLES UNTIL ALL CABLES ACHIEVE
TAUGHT CONDITION.
WELDING:
�1. R FER TO "WELDING GUIDELINES" PUBLISHED BY ALLIED TUBE AND
; HARVEY, ILLINOIS, FOR RECOMMENDED PROCESSES AND
ES FOR WELDING GALVANIZED STEEL TUBING.
A. TO DEVELOP THE FULL STRENGTH AT PIPE JOINT, THE ALL
AROUND FILLET WELDS SHALL BE SIZED AS FOLLOWS:
B. VERIFICATION OF SPECIFIC SITE SOIL CONDITIONS. FIELD
VERIFY THAT THE EXISTING SITE SOIL CONDITIONS ARE EO
TO OR GREATER THAN THE DOCUMENTED DESIGN
PARAMETERS AND/OR COMBINATIONS OF DOCUMENTEDr r
DESIGN PARAMETERS. ■V7
C. ANY SITE SPECIFIC CONDITIONS FAILING A ORB LL
REQUIRE RE -ANALYSIS OF THE STRUCTURE AN
FOUNDATION BYACERTIFIED DESIGN PRO FES� AILURE
TO VERIFY THE VALIDITY OF THIS DESIGN F 7 FIC SITE,
FOLLOWED BY ANY NECESSARY SITE ADA
MODIFICATION CAN RESULT IN A DANGEfilDU TUATION.
STEEL: (��✓7�
1, ALL STRUCTURAL STEEL TUBING %-ff VANIZEO. MIN. YIELD
STRENGTH 50 KSI. SECTION PROPE SIGN VALUES, AND
GALVANIZING PROTECTION SHALL ET XCE ED STANDARDS BY
ALLIED TUBE AND CONDUIT - HA Oi$•
2. STEEL PLATES SHALL COMP L [ ASTM A572 GRADE 50 OR
EQUAL. STRUCTURAL STE S SHOP PRIME- COATED WITH
COLD GALVANIZINO C D- APPLY SHOP PRIME COAT TO
OBTAIN A UNIFORM DRY KNESS OF NOT LESS THAN 2-MILS.
3. ALL BOLTED Cf� SHALL USE A325 BOLTS WITH
COA7PATABLE W H D NUTS OF DIAMETERS INDICATED ON
PLANS. BOLTS BE TIGHTENED TO THE SNUG -TIGHT
CONDITION. HE UG-TIGHT CONDITION IS DEFINED AS THE
TIGHTNI 7TAI D BY A FEW IMPACTS OF AN IMPACT WRENCH,
OR THE FFORT OF A MAN USING AN ORDINARY SPUD WRENCH
j
TR RALSTEELIS TO BE FABRICATED IN ACCORDANCE
E TEST EDITION OF AI$C "SPECIFICATION FOR THE DESIGN
N AND ERECTION OF STRUCTURAL STEEL FOR
S.,
CABLES AND HARDWARE:
1. ALL CABLE SHALL BE GALVANIZED STEEL, MULTIPURPOSE, 7 X 19
CLASS STRAND CORE COMMERCIAL GRADE, OF DIAMETER
INDICATED,
2, WIRE ROPE CLIPS SHALL BE INSTALLED MAINTAINING MINIMUM
CABLE TURNBACK LENGTH NOTED ON PLANS. INSTALL U-BOLT OF
WIRE ROPE CLIP ON "DEAD" OR SHORT END OF CABLE, AND THE
SADDLE ON THE "LIVE" OR LONG END OF THE CABLE. TIGHTEN WIRE
ROPE CLIP SCREWS TO 45 FT. LBS. TORQUE.
THICKNESS OF THE TUBE - MINIMUM FILLET WELD SIZE
Gage14 1/8"
Gage 13 & 12 5/32"
Gage 11 & 10 3/16"
Gage 9 & 8 7/32"
Gage 7 1 /4"
(PLEASE NOTE; WHEN TUBES OF TWO DIFFERENT WALL
THICKNESSES ARE JOINED, THE MINIMUM FILLET WELD SIZE
SHALL BE BASED ON THE THINNER OF THE TWO MEMBERS).
2. WELDS SHALL SHOW UNIFORM SECTION, SMOOTHNESS OF WELD
METAL, FREEDOM FROM POROSITY AND CLINKERS, AND ADEQUATE
STRENGTH AND DURABILITY.
3. ALL WELDS NOT OTHERWISE IDENTIFIED SHALL BE CONTINUOUS.
4. ALL SHOP WELDING IS TO BE DONE BY CERTIFIED OPERATORS
(TEST POSITION 4F AND 5F WITH PIPE IS MINIMUM REQUIRED
CERTIFICATION}
5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION
OF AWS D1.,1 AND D1.3
PAINTING AND TOUCH UP:
1. AFTER SHOP FABRICATION, TOUCH-UP ALL WELDS, ABRADED
AREAS AND SCRATCHES WITH COLD GALVANIZING COMPOUND
CONSISTENT WITH GALVANIZED TUBE MANUFACTURER'S
RECOMMENDATIONS FOR COLOR AND COMPOSITION. PRIOR TO
TOUCH-UP, CLEAN WELDED AND ABRADED AREAS WITH A WIRE
BRUSH TO REMOVE SLAG AND LOOSE PARTICLES. SURFACES MUST
BE CLEAN AND OIL FREE.
2. AFTER FIELD INSTALLATION, TOUCH-UP ALL ABRADED AREAS,
SCRATCHES, FIELD WELDS, BOLTED CONNECTIONS AND
ATTACHMENTS WITH COLD GALVANIZING COMPOUND OF THE SAME
COMPOSITION AND COLOR USED FOR SHOP COATING,
ERECTION AND FIELD QUALITY CON TROU
1. THE ERECTOR IS RESPONSIBLE FOR DESIGNING AND FURNISHING
ALL TEMPORARY BRACING, SHORING, AND/OR SUPPORT THAT MAY BE
REQUIRED AS THE RESULT OF ERECTOR'S CONSTRUCTION METHODS
AND/OR SEQUENCES. THE STRUCTURE IS DESIGNED TO FUNCTION
AS A UNIT UPON COMPLETION. THE STRUCTURAL ENGINEER
ASSUMES NO LIABILITY FOR THE STRUCTURE DURING ERECTION.
2. NO OPENING (OTHER THAN THOSE SHOWN ON THE DRAWINGS)
SHALL BE MADE IN ANY STRUCTURAL MEMBER, AND NO
MODIFICATION OR ALTERATION SHALL BE MADE TO ANY STRUCTURAL
MEMBER OR CONNECTION WITHOUT THE WRITTEN APPROVAL OF THE
DESIGN ENGINEER.
3973924
a_;8_d
5804787
MARK
DESCRIPTION
MATERIAL
A
SUPPORT BASE
OUTER CHORD
GALV. RND STEELTUBE, 4.0" DIA x 10 GA
INNER CHORD
GALV. RND STEELTUBE, 4.0" DIAx 8 GA
WEB (STRAIGHT)
GALV. RND STEELTUBE, 1.9" DIAx 10 GA
WEB (ANGLED)
GALV. RND STEELTUBE, 1.9" DIAx 10 GA
CO NN ECTI 0 N P LATES
:STEEL PLATE, 5/8" THICK
GUSSETS
:STEEL PLATE, 1/2" THICK
PIVOT PLATE (CHORD)
:STEEL PLATE, 1/2" THICK
PIVOT PLATE (ROUND)
:STEEL PLATE, 3/4" THICK
B & C
ROOF SEGMENT
OUTER CHORD
'GALV. RND STEELTUBE, 4.0" DIAx 10 GA
INNER CHORD
GALV. RND STEELTUBE, 4.0" DIA x 10 GA
WEB (STRAIGHT)
-GALV. RND STEELTUBE, 1.9" DIA x 10 GA
WEB (ANGLED)
GALV. RND STEELTUBE, 1.9" DIAx 10 GA
CO N NECTI 0 N P LATES
:STEEL PLATE, S/8"THICK
GUSSETS
STEEL PLATE, 1/2" THICK
D
TOP CURVED SEGMENT
OUTER CHORD
GALV. RND STEELTUBE, 4.0" DIA x 10 GA
INNER CHORD
GALV. RND STEELTUBE, 4.0" DIA x 10 GA
WEB (STRAIGHT)
GALV. RND STEELTUBE, 1.9" DIA x 10 GA
WEB (ANGLED)
GALV. RND STEELTUBE, 1.9" DIAx 10 GA
CONNECTION PLATES
STEEL P LATE, 518 " TH I CK
GUSSETS
STEEL PLATE, 1/2" THICK
E
BASES
HORIZONTAL
STEEL PLATE, 3/4" THICK
VERTICAL (ROUNDED)
STEEL PLATE, 1/2" THICK
GUSSETS
STEEL PLATE, 1/2" THICK
THREADED STUDS
1/2" DIA. X 1" HEIGHT
CABLE LINK
1/2 CHAIN LINK (3/4")
F
BOLTS
BASE HINGE
1-1/4" X 4" A325X HEX BOLT
CONNECTION PLATES
3/4" X 2-1/2" A325 HEX BOLT
END CONNECTION PLATES
#14 X 1" TEK SCREWS
BRACING U-BOLTS
1/2" U-BOLT
BRACING HOLLO BOLTS
3/4" HOLLO BOLT
G
BRACING
LATERAL BRACI NG
GALV. RND STEEL TUBE, 3.500" DI A x 14 GA
ANGLED BRACING
GALV. RND STEELTUBE, 2.875" DIA x 14 GA
THREADED STUD PLATE
1/4" PLATE WITH 1/2" X 1-1/2" STUDS
H
CABLING
CABLE
1/2" WIRE ROPE
TURNBUCKLE
3/4" TURNBUCKLE
THIMBLE
1/2" TH I M BLE
SLEEVE
1/2" CABLE SLEEVE
CABLE CONNECTION PLATE
STEEL PLATE, 5116" THICK
SHACKLE
1/2" SHACKLE
J
END CONNECTION PLATES
STEEL PLATE, 3/16" THICK
K
WINCH
WINCH 2"STRAP
TV
N3973924
Ouw,ar Nwroer.
5804787
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FRONT PROFILE (GRID)
• GRID REPRESENTS 24" SQUARES
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SERVICE DOOR OPENING
—"""COIL DOOR OPENING
CENTERS OF OUTER RAFTER CHORDS
120'-10 1/8"
OUTER EDGES OF BASE PLATES
121'-10 1/8"
OUTSIDE OF FOUNDATION WALL
�3973924
5804787
Ct3�
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SPLICE
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PT100HKS01S2E
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LB PT100HKS01S2E
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THIS SHEET DETAILS
RAFTERS SHOWN SOLID
• END RAFTERS
PTO83HKSO1S4E
FRONT PROFILE (END RAFTERS)
• PART LOCATIONS
SPLICE
• LB = LATERAL BRACE (SKU: LB35G14SL144)
• AB = ANGLED BRACE (SKU: AB28G14SL144)
• SPLICE: SEE DETAIL PAGE [G2-1.0]
I.,
""3973924
5804787
RAFTER # 2
RAFTER # 4
RAFTER # 9
RAFTER # 11
FRONT PROFILE (END RAFTERS)
• PART LOCATIONS
LB = LATERAL BRACE (SKU: 1-1335G14SL120)
AB = ANGLED BRACE (SKU: AB28G14SL120C4)
SPLICE: SEE DETAIL PAGE [G2-1.0]
3973924
.-, 58&787
°aa
THIS SHEET DETAILS
RAFTERS SHOWN SOLID
RAFTER # 3
RAFTER # 10
FRONT PROFILE (END RAFTERS)
• PART LOCATIONS
• LB = LATERAL BRACE (SKU: 1-635GUSL192)
• AB = ANGLED BRACE (SKU: A628GUSL192)
SPLICE: SEE DETAIL PAGE [G2-1.0]
3973924
—'r4787
THIS SHEET DETAILS �- J
RAFTERS SHOWN SOLID
RAFTER # 5
RAFTER # 6
RAFTER # 7
RAFTER # 8
RAFTER# 12
FRONT PROFILE (END RAFTERS)
• PART LOCATIONS
LB = LATERAL BRACE (SKU: LB35G14SL144)
SPLICE: SEE DETAIL PAGE [G2-1.0]
3973924
5804787
1� NN
,r
NOTE: REFER TO PAGE [D2-1,0] FOR FRONT
PROFILE OF BRACE LOCATIONS & PAGE [F1-1.0]
FOR TOP VIEW OF BRACE LOCATIONS.
AB28G14SL
LB35G13P2L144
10 -2" Ay
ly 7U'-0"
0 a f�
e
70100LB10 03'/2" J
3.5" LATERAL BRACE (10FT)
12'•2•
12'-0"
}
m f 0
LB35G14SL144 031/2"
3.5" LATERAL BRACE (12FT)
LB35G14SL192
3.5" LATERAL BRACE (16FT)
SIDE PROFILE
• LATERAL BRACING
• ANGLE BRACING
• SIDE DOOR DETAIL
• CABLE LOCATION
144
16-2"
12'-0 7/16"
L�
� 2 7l8"
AB28G14SL144
2.875" ANGLED BRACE (12FT)
3973924
5804787
TOP
Y� 12' 0 �1 tfl'-u' SS -a" —� to•a" 2,_0„ � 12,_0„ 12,_0, 12-0" �{ 10,_0., � 1s,_0„ 10,_0„ �2,_0,�
PROFILE
CABLE PATTERN
STRUCTURE LENGTH
STRUCTURE WIDTH
RAFTER SPACING
3973924
cw. w
58044787
144'-5"
143'-7" M1
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142'-7" —
141'-9"
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50 INSIDE OFSTRUCTURE
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1728"
1 j
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1701"
171)';
fl '
WIDTH PARALLEL ANCHOR HOLE DIMENSIONS
(END RAFTERS ONLY SHOWN)
FOUNDATION DETAILS (FOOTING) Fl
am," 3973924
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01 1/16" TYP.
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Shoot:
H1-1.0
FOUNDATION DETAILS
• ANCHOR HOLE LAYOUT
ANCHOR HOLE LOCATIONS
rIN rIN rIN rIN rIN rIN rIN rIN rIN
rIN rIN IN
—IN
rIN rIN —IN rIN 'IN —IN rIN 1!] l!] l0 10 O
In N In Y] 10 (0 N (V to ?
fV tV f� 80 1_. W b) O N nJ a m w O O N N M M V C
O l0 N N M M 7 -ItIn 10 I� a7 00 M m r r
FEET/INCHES;
.r I IC] m C:1 !%1 ?uii f:.13 1:7 E7 f ❑ U C;7
[ 1 QD F7 ID Cl a n rJ b'l
INCHES:
rIN —IN —IN —IN —IN rIN —IN —IN —IN
rIN _IN_IN rllV r —IN IN rIN —IN —IN rIN rIN (V 04
M O) M O) 10 l0 m ll] M D) A r M OI M D) r r
a a t0 (D In (D r m N cD c0 If1 10 I� r- 10 O W 00 r r
r r N N a ,n ,n f` .0 .0 G N N a a 10 O
V
BA ER LOCATIONS
—IN —IN rIN rIN rIN —IN _IN —IN —IN —IN _
N N N N `/ N N N N N N
O 00 N m a /� to r a�D m �
FEET/INCHES:
co
---- ----------- ----------- -
»1
INCHES: I 1
O fN —IN —IN —IN —IN _IN —IN —IN rIN _IN rIN —IN N
t0 (0 D) m N O O V (0 t0
W to r N cD 10 h t0 W
N
3973924
_ 5804787
PROTOTYPICAL REACTIONS
• BASE
UNFACTORED LOADS APPLIED TO THE FOUNDATION (lbs)
TYPICAL
X y
REACTION DATA
Z
INWARD (-X)
OUTWARD (+X)
UP (+Y)
DOWN (-Y)
DEAD LOAD
0
900
0
1700
0
EQUIPMENT LOAD
0
350
0
500
0
SNOW LOAD
0
5000
0
7950
0
MAX OUTWARD WITH UP
2650
50
Q
MAX OUTWARD WITH DOWN
0
- -
O
J
z
MAX INWARD WITH UP
7900
2900
MAX INWARD WITH DOWN
5150
1411�
MAX UPLIFT
11900 6 0
' ci
6800
"
11200
17800 ± 2550
NET UPLIFT = 11900 - 1170 = 1
NET UPLIFT AT CABLE = 17800 - 1700 = 1 tJ ''BS
MAXIMUM GRAVITY = 7950 + 1700 + 5090150 LBS
-
3973924
NsmmerNwmer.
5804787
ADDITIONAL INFORMATION
THESE PRINTS IDENTIFY AND SHOW THE MAIN COMPONENTS AND
CONNECTIONS FOR THIS BUILDING LENGTH, WIDTH, AND OTHER
IMPORTANT DIMENSIONS ARE ALSO PRESENT.
TO BEST UNDERSTAND HOW TO CONSTRUCT THIS BUILDING, THE
INFORMATION CONTAINED WITHIN THESE PAGES MUST BE USED
WITH THE INSTRUCTION MANUAL SHIPPED WITH THE BUILDING.
THE INSTRUCTIONS INCLUDE DETAILS NEEDED DURING CONSTRUCTION.
MOST QUESTIONS THAT ARISE BEFORE AND DURING CONSTRUCTION
ARE ANSWERED WITHIN THE INSTRUCTIONS AND THESE PAGES.
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