HomeMy WebLinkAbout98100157-PROJECT INFORMATIONs
YSq. Lude County
AN MERICA,N BUILDING
A.B.C. JOB NO. �3 3P
G
Safety Commitment
Amerken Buirdings Company strongly recommends that safe working conditions and accident prevention
practices be the lop priority on any job alto. '
Local, state and federal safety and health standards should always be followed to help Insure worker
safety.
Make ce!faln etl errnPloyees know the safest and nest productive way of erecting a building. Emergency
.talaplwne numbers, location of Orel aid stations and emergency procedures should be known to all'
employees. ' '
r Daiymeetings highlighting safety procedures, the use of hard hats, rubbersob shoes (orroolwak, proper
"equipment for handling material and safety nets where possible am recommended erection practices.
aner►can Buildings Company intends that these precautions be Interpreted and administered with sound
Mrdgrrient oonslstent with good safety practices. .
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ably
BUILDINGSAMERICAN
Your Safety At Work
Employee Safely
The safety of each employee should be the "Number T requirement at each job site.
ArporUan Buildings Company strongly recommends that each employee be property trained and
supervised In safe work practices. If you feel that you have not been property trained on safety procedures
orwe not being property supervised, contact your supervisor.
While at work remember: '
Work areas should be kept clean and orderly at all lines.
. Improper tool usage may result In Injury.
( . Make certain that the Correct fool la available and Issued for each phase of building erection.
. Return tools when not In use to their proper places.
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le— nrnNrnenl to employee safety Is the first step in each successful building erection.
DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY
Remember[
Daily meetings highlighting employee safety procedures will reduce the
number of employee accidents.
Your Safety At Work
Your safety at work depends on four things:
1. Knowing what the hazards are
2. Knowing how to protect yourself
3. Thinking and acting safely
- 4. and... Your coworkers
Safety Is Your Job -
This publication win help to Identify some of the hazards and will suggest some of the ways In which erectors
can protect themselves. These guidelines, however. are not complete and should not be relied upon as
excbshre orComprehensive safety procedures. Ultknalely, only you can protect yourself by making sure you
recognlie all of the,hazarda and by thinking and acting safety.
..And Your Co-workers' Job
.Since your co-workers' unsafe behavior can endanger you, help them act safety too.
READ AND UNDERSTAND ALL SAFETY PRECAUTIONS
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If You Don't Understand -ASK
Important: If there is something you don't understand, get help
from your supervisor.
Your Safety At Work
Moving or LlfUng bads
Stay well In the Gear of any moving bad. Keep hands and feel Gear at all lines.
Workers should be trained to Correctly locale the points of cable attachment and In the correct and safe
operation of lifting equipment. OSHA approved hard hats, steel toe shoes with melala{sal guard and eye
protection should be worn at all times.
h
Stay In the clear of any lifted bad. Make certain all framing Is properly braced or guyed before Isling lines
are removed.
STAY WELL IN THE CLEARI
Rememberl
Daily meetings highlighting employee safety procedures will reduce the
number of employee accidents.
Your Safety At Work
Correct Tool Usage
Make certain the cared tool Is available and used for each phase of building erection. .
Worker should maintain a firm, sale position when using any tool and a Constant awareness of their location
to the roof edge.
Use approved lie -offs, nailing or rails when working on roof surfaces: Check wire rope for Eroken atrands,
broken woe and kinking. Replace damaged, unsafe rope Immediately.
Personal protection equipment should always meet OSHA standards. Always wear approved eye
protection.
Electrical tools must be properlygrounded..Do not use electrical toots or equipment white standing on wet
surfaces.
Return tools to their proper place when not In use.
Don't allow tools, blocking or materials to become a falling hazard.
USE THE CORRECT TOOL FOR THE CORRECT JOB
Rememberl
Daily meetings highlighting employee safety procedures will reduce the
number of employee accidents.
Your Safety At Work
PANELS MAY BE SLICK
Panels maybe oiled and slick. Oil protects the panel Con stock and finished panels from rust during shipping
end storage. Dew, frost or any other moisture may cause panels to be slippery. Be certain to wipe panels
clean before Installation begins.
Wear rubber sole work boots. When on the roof, use OSHA approved protection devices such as safety
tins, safety nets or a catch platform.
UNSECURED PANELS MAY SLIP IF STEPPED ON
/ Employees should be Continuously warned to never step on a single unsecured roof panel ore slackof
roof panels laying unattached on the purllns.
Secure each and with clamps at appropriate fasteners and place walkboards In the flat of any panels
not fully secured to the purllns and supported by panels on each side. Walkboards should run to the
full length of the panel and be fastened together by drilling a hole near the end of each board and tying
It with rope to the next board. (Cut a groove In the bollem of each board so that the board will Ile fiat
and not lip back and forth because of the rope).
SAFETY PRECAUTIONS
All safety precautions referred to throughout this publication, all OSHA safety requirements or other
customary or statutory requirements must be adhered to In order to maximize employee safety.
Daly meetings describing safe work procedures, use of hard hats, rubber sole shoes for roof work,
proper equipment for handling material and edge of roof protection devices are recommended erection
practices.
Your Safety At Work
SAFETY PRECAUTIONS FOR ROOFING WORK
American Buildings Company strongly recommends that erection employees be continuously trained and
retrained In safe and productive work practices.
Working on the roof area In the Installation of roof strocturels, Insulallon or roof panels requires proper
training, correct equipment and constant alertness to minimize the danger of falls. Hard hats should be
worn on job sites to prevent Injury from falling objects.
Workers should always be aware of their location to the roof edge.
Safe work practices on the following erection duties should be carefully reviewed with erection crews prior to
beginning each )ob.
PANEL MAY COLLAPSE IF NOT PROPERLY SECURED
Roof panels must be Completely attached to the purllns and to panels on either side before they me
be a safe walking surface.
Partially attached or unattached panels should never be walked onl
DO NOT:
1. Step on rib at edge o1 panel
2. Step near crease In rib at edge of panel
3. Step within 5 feet of edge at unsecured panel
Roof panels must never be used as work platforms. An OSHA approved runway as specified
In "OSHA Safeti, and Hoalfh Regulations for the Construction Industry' should be used for platform work
Interpretation
American Buildings Companydlsctalms any responsibility for Injuries or damages which may result from the
Interpretation and Implementation of these safety and erection practices since the actual erection operations
and conditions are beyond American Buildings Company's control. It Is assumed that only experienced,
knowledgeable erectors with trained crews and proper equipment win be engaged to do the erection.
It Is emphasized that American Buildings Company Is a manufacturer of metal building components and is
not engaged In the erection of No products. Opinions expressed by Annerl®n Buildings Company about
erection practices are intended to present only a guide as to how the components should be assembled to
create a building. The experience, expertise and skills of the erection crews as well as the equipment
available for handling the metal determines the quality of erection and the ultimate customer satisfaction of
the completed building.
AMERICAN BUILDINGS COMPANY
GENERAL FOUNDATION NOTES AND CONCRETE DETAILS
CERTIFICATION AND SCHEDULE OF DRAWINGS
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1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION.
2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE.
). FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS (HEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO
RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN
LOADS TO BE RESISTED BY THE FOUNDATIONS.
4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS
REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS,
MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS.
5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED
OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE.
6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB.
7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE
• t 1/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A t 1/8 INCH TOLERANCE.
8. COLUMN BASE PLATES ARE DESIGNED NOr TO EXCEED THE ALLOWABLE -BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
STRENGTH OF 2500 P.S.I. AT 28 DAYS.
+ 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR
THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM _
FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA:
DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE:
I. METAL BUILDING DEAD LOAD (D) 1. D + L
2. 0.0 psf COLLATERAL LOAD (C) . 2. D,+ w
3. 25.0 psf ROOF LIVE LOAD (L)
4. 25.6 psf FRAME LNE LOAD (L)
5. 0.0 psf GROUND SNOW LOAD (Pg)
b: 0.0 psf ROOF SNOW. LOAD (S) -"
- - --- SNOW EXPOSURE FACTOR -m 1.00- -- - -
SNOW IMPORTANCE FACTOR = 1.00, -
7. 110.0 mph WIND VELOCITY (W) -
WIND EXPOSURE CATEGORY - C
WINO IMPORTANCE FACTOR - LOD -
8. Seismic Aa=0.05 . AV as F=Q-Q.�S, (E): '",
SSejeismic Hazard Exposure Group L,
Seismic Performance Category .5. S=2,Q.
Concentrically braced frames (R:,.5&. Cd=�2). Ordinary moment Vroifitfs of ..
steel (R=4 1/2, Cd=A Q), Equivalent lateral force procedure.
SHEET NUMBER
DATE
REV. N0.'.i
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9
•• . Abe- 1..'.(FOR CONSTRUCTION)
08=25 88
ABC-2 :-(FOR CONSTRUCTION)
• OB-,Z -98
O
AB-1 • (FOR CONSTRUCTION)
08-21=98
,
O
., AB-2' (FOR CONSTRUCTION) -
1
08=21-=98
•O'' �,. �;
E-01
08-25-98
'
E-O2
E-03
E-O4
1
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SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR.
10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY.
11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME. REACTIONS
ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED.
,
LOADS DESIGNATED WITHIN CONTRACTSPECIFICATIONS b0 ,LOT ALLOW
FOR ANY TYPE OF SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION,
DUCT WORK, PIPING. ETC,). SUSPENSION OF ANY LOAD INDUCING
SYSTEM, IS EXPLICITLY PROHIBITED •UNLESS A CORRESPONOINC
REDUCTION IN CERTIFIED IJVE/SNOW LOADS CAN BE PERMITTED BY
CODE.
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12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES,+
GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION.
13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS; NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS
LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF I INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE
PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION.
14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND
NOTES : 1. ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE LOAD, OR ROOF SNOW LOAD.
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2. ALL FIELD WELDING IS TO BE PERL'ORMEO BY AN AWS CERTIFIED
WELDER USING E70XX ELECTRODES'.- - .•
THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN. ACCORDANCE 14H friE FOLLOWING
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ENOWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN.
BUILDING CODE.
FNISH
1 3• I FLOOR
1/2" 0 ANCHOR BOLTS X 6' �
BASE ANGLE FASTENER (SEE NOTES �13 & 114)
NOT BY A..)
(MINIMUM A.B.C.)
a CONCRETE II ii
BASE ANGLE ANCHOR BOLT 5•-T O.C. I Ii
MAXIMUM SPACING OR I I I I
EQUAL BY OTHERS) h i I i I
1997 Standard Building Code
THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF ME FRAMING A90 COVERING PARTS -
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MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINObW$ LOUVERS,
TRANSLUCENT PANELS AND VENTILATORS ARE NOT IkICLUDEb. ALSO EXCLIIED ARE OTHER, PARTS bF THE PROJECT
NOT PROVIDED BY AMERICANBUILDINGS COMPANY SUCH AS FOUNDATIONS, IaASONRY WALLSMECFbwICAL
_
EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. T14E SULDING SHALL BE ERECTED ON A
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PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN _BUILDINGS COMPANY "GENERAL ERECTION GUIDE%. •
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1 3/9' NOMINAL DOOR WIDTH 1 3/8'-
R 4' 1/2' 0 ANCHOR BOLTS
DOD WIDTH + 2 3
(SEE NOTES B13 & #14)-
THE MBMA MANUAL LATEST EDITION. AND THE JOB ERECTION DRAWING -;. THE DRAWINGS LISTED ON THIS
SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION.
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BASE ANGLE- DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B -
- (OF TYPICAL OVERHEAD DOOR LAYOUT)
PRODUCT APPROVALS AND CERTIFICATIONS: -'
1. STANDARD BUILDING CODE - SBCCI 894100,'12 BASIC STYLES. r
2. UNIFORM BUILDING CODE (ICBO) - FA-285-CARSON CITY, NEVADA kANT.
3: INDIANA - 12 BASIC STYLES AS BELOW. _
a. M-190660 - S5F a. M 190H63 - LT„ :I
`b. M-190857 - LRF, RF, LRf-M e. M-190862 GC, LP2, LP4; LP2-IA, LP4-M _
c. M-190858 -- LSS, LSS-M
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BASIC MATERIAL SPECIFICATIONS -
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PRIMARY FRAMING STEEL
STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION ASTM A36 OR ASTM A572 - GRADE 50.
STEEL FOR BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING:
FLANGE AND WEB MATERIAL SHALL MEET AS APPLICABLE THE PHYSICAL AND CHEMICAL REQUIREMENTS OF ASTM A572 GRADE 50
WITH A MINIMUM YIELD OF 55 KSI, ASTM A607 GRADE 55 , OR ASTM A570 GRADE 55 .
_
4. WISCONSIN-� 960032-M; 13 BASIC STYLES.
5. CITY OF CLEVELAND, OHIO DOCKETS S-52-82.
WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO & CARSON CITY.
6. AISCCANQUALITY
7. AISC QUALITY CERTIFICATION, CATEGORY M8.
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STEEL FOR ALL ENDWALL 'C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55
STEEL FOR TUBE SECTIONS SHALL CONFORM TO ASTM A500-GRADE B. -
STEEL FOR PIPE SECTIONS SHALL CONFORM TO ASTM A53-GRADE B.
8. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE.
9. PLANT CERTIFICATION AT CARSON CITY FOR OGDEN. UTAH.
10. CITY OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CITY PLANT.
11. CITY OF HOUSTON. TEXAS FABRICATOR APPROVAL #478.
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SECONDARY FRAMING -STEEL
12. STANDING SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION N0. 93.AS LISTED IN UNDERWRITERS
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STEEL USED TO FORM PURLNS, GIRTS, EAVE STRUTS AND 'C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES
OF ASTM A570, GRADE 55. , _
STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES
OF ASTM A653 GRADE D AND C 90 COATING DESIGNATION AS DESCRIBED IN ASTM A525.
ROOF AND WALL PANEL MATERIAL - -
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_ LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY.
13. STANDING SEAM 11 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. '93 AS LISTED IN UNDERWRITERS
LABORATORIES ROOFING MATERIALS•AND SYSTEM DIRECTORY.
14. LOC-SEAM WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NOS. 93 AS LISTED IN
UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY.
15. LONGSPAN PANEL WItJD UPLIFT -CLASS 90 (UL 90) CONSTRUCTIONS NO. 93 AS LISTED IN UNDERWRITERS
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EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: _
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G 90, CONFORMING TO THE REQUIREMENTS
OF ASTM A653 GRADE E. MINIMUM YIELD STRESS SHALL BE 80 KSI. _
-- - --
PANMA_MATERIAL AS-SPECTFIED-SFrA-LL 81�24 I - A A vANI EO}-S7EE�COATINi; DESTGNTOI�C-30-0ONFORMING-rOZF1E�tEOT]IREFfE17T
OF ASTM A653 GRADE D. MINIMUM YIELD STRESS SHALL BE 50 KSI. -
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ALUMINUM ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55. CONFORMING TO THE
REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 80 KSI.
MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55, CONFORMING TO THE
REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 50 KSI,
BRACE MATERIALS_
BRACE CABLES: ASTM-A475, 7-STRAND EHS WIRE CABLE BC4 - 1/4 DIA. BCS - 5/16* DIA.
BC6 = 3/87 DIA. BC8 - I/Y DIA.
LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. . ,'
16. 22 GA. STANDING SEAM 360 HAS MET FACTORY MUTUAL'CLASS I-60, 1-90 AND I-120.
17. 24 GA. STANDING SEAM 360 HAS 1AET FACTORY MUTUAL CUSS 1-60.
--1-84=CA=LflNGSPAN=HAS=MET=fiICTORY-iAtlitiAt-Cb155=t -- _ -- - --' - -- ---
19. 24 GA. LOC-SEAM MODIFIED WITH 3M-VHB TAPE #4950 OR .3/19- BOLTS MEETS CORPS OF ENGINEERS..
GUIDE SPECIFICATION 07416.
20. 24 GA. STANDING SEAM 360 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416.
21. 24 GA. STANDING SEAM 360 HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592:
22. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.03 - 24 GA_ STRUCTURAL STEEL 1 3/16' X 36'
ARCHITECTURAL ARCHITECTURAL II WALL PANEL
23. DADE COUNTY FLORIDA ACCEPTANCE N0. 96-0319.04 - 24 GA. STRUCTURAL STEEL 1 3/16• X 36'
LONCSPAN WALL PANEL
24. DADE COUNTY FLORIDA ACCEPTANCE NO. 96-0319.05 - 24 GA, STRUCTURAL STEEL i 3/16` X 36-
LONCSPAN ROOF PANEL.
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IS NOT THE ENGINEER
THE CERTIFYING ENGINEER HEREWITH OF RECORD FOR THE OVERALL PROJECCT AND IS ONLY
CERTIFYING THAT THE DESIGN THE METAL BUILDING
COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY
SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE
AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION
EXCLUDES THE ERECTION OF THE STRUCTURE.
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REVISIONS
MADE
CK'DPDATEENGR
DATE
NO.
REVISIONS
MADE
CK'D
DATE
ENGR
DATE
DRAWING SUBMITTAL
STATUS _
SCALE:
- NONE
�DL/
DATE
TCF�ARLI
EUFAULA ALABAMA
- - - -�--
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"AMERICAN BUILDINGS COMPANY
(.j F- OO CONSTRUCTION+
(] FOR APPROVAL
(J FOR PERMIT ONLY
[ ] FOR PRELIMINARY
DRAWN BY:
08/21/9B
4815 SOUTH US#,1
FORT. PIERCE FL
WETZEL .CONSTRUCT]ON,INC � -
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CHECKED BY: Tf
8 21/98
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DESIGN APPD BY: -
a/�/9a.
DRAWING.
NUMBER •
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]) 35380) ABC I .1',
REV.NO..
REv15ED 'G�IYi Su�r+UvLE
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CAD BY: D.DUNN
oe' 2i/98 09:55:25 Ver. 12.4
/
WALK DOORS
ROOF CURB FRAMING
RECENT PRODUCT REVISIONS
ROOF PANELS
E
GAGE:2E COLOR:ALCT--_
OTY SIZE TYPE SWING LOCKSET
CLOSER
COLOR LINER .TRIM LINER TRIM
SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD. BY.AMERICAN'BUILDINGS
THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS
TYPE:__LP--------
.
COLOR
COMPANY (A.B.C.), DO'NOT,CUT PURLINS FOR CURB FRAMAG,UNLESS RELEASED BY
SPECIFIC JOB BUT ARE
NOTEWORTHY PRODUCT CHANGES.
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PAINT WARRANTY:l9 _ WATER TIGHT WARRANTY:-N9__
—� — _X 3070 6070 X M __NL __HG NON _HMS_
__YES %NO
WHITE _YES K-NO ______—
THE A.B.C. DESIGNER:.. MAXIMUM LOAD FOR STANDARD •ROOF ;CURB, FRAMING IS 3000#.
THE MAGNITUDE ANDLOCATION OF ALL ,LOADS SUPPORTED BY ROOF CURBS MUST BE
1. THINK SAFETY!
UL 90 CERTIFICATION:—Ni(!—
3070 __ 6070 __M —NL __HG -
__YES —_NO
WHITE —_YES _—NO ____—�
CLEARLY SPECIFIEDIN THE ORDER DOCUMENTS.
' I
IF SSII: FIXED CLIP:__—_ SLIDING CLIP:____
3070 __ 6070 __M __NL __HC -
__YES —_NO
WHITE —YES -__NO ____—�
OTY WIDTH LENGTH SLOPED AT RIDGE
-
--- -- 3070 6070 --M --NL --HG --- ----�—
--YES _—NO
WHITE --YES __NO
WAIL PANELS
TYpE:__LP __--_--- GAGE:�6 COLOR: REwHF4l _ BASE: BC_-----_
FRAMED OPENINGS
OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN.. HT. GAGE COLOR +
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PAINT WARRANTY: ------
Qtt WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM
LINER TRIM
LINER TRIM
COLOR
-- --------- ---- Ff 18
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_ __YES X_NO
4 -LZ-- _ik---------- - --
__YES % NO
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--__--__
s ' ' • 8' . 18 _
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EAVE TREATMENT
----- ------ -------- ---YES ---NO
__YES --NO-------
—_ — STANDARD CUTTER W/ DOWNSPOUTS JU— FT O.C. (MAX)
---- __YES ---NO
--- — ------ `------ —
--YES —_NO
SKYLIGHTS -I WALL LIGHTS
`
____ FLANGE BACK GUTTER w/ DOWNSPOUTS ___ FT O.C. (MAX)
--- ---- ------ ______-- ___YES _—NO
—YES __NO
—_--____
TRANSLUCENT SKYLIGHTS OTY:_4___ SIZE: 3'X10'6 TRIM _YES _
P •'
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--- YES --- NO
__YES --NO
____—__
TRANSLUCENT 4' S' WALL LIGHTS OTY
---_ SIMPLE EAVE TRIM
___ _____ ______ _—_---
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.
----- —_ __ YES ___NO
__YES __NO
--___--_
•,' I�''
—___ DELUXE EAVE TRIM
--- ---- -------------___YES ___NO
__YES __NO
--------
FACADE _
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ICE AND SNOW TREATMENT N0:________
YES NO
--- ----- ------ ---- --- __ _-_
-_YES --NO
___--__-
CLEAR CORNER
TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT
1,•
___ _____ ----- —----- ___YES -__NO
__YES --NO
____-__-:
== --= '`=--=-- ---- —= _--- ----
TRIM COLOR S
__—YES __—NO
__YES __NO
---- ---=—
'-----
RAKE TRIM: _�R;it,P7Q GUTTER / EAVE: _2R51PZ.4_
---•_ ____ __-- ---- ----- •----
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FACIA PANEL TYPE GAGE: _____ __ COLOR: TRIM COLOR:__--__
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DOWNSPOUTS:_�FW�iF! FRAMED OPENINGS _R'liP1L_
_ ____�—
WINDOW
SOFFIT PANEL TYPE: =___-_ DACE: ___ COLOR: -__-__ TRIM COLOR:___---
,
CORNER: _ REwrplf,_ BASE TRIM: 31L1+HPLI._
SELF -FLASHING THERMA-PANE GLASS, BURNISH SLATE
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MISCELLANEOUS: _ RM'HPU,_,
BACK PANEL TYPE __—_ CAGE:' _--___
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