HomeMy WebLinkAbout2 Red Cleveland Blvd - 97-001219 (1997) (Sanford Airport- Canopy Extension) DocumentsZONE DATE
CONTRACTOR / 2 10
ADDRESS 1 F J% (:44sQAV&ZU 0S4l IU'l , rr, T'r c•L
PHONE # 4 31- 6 -Z7 5
LOCATION
OWNER l k/X A ) -
ADDRESS a 010 GL,
PHONE # 431- 27s
PLUMBING CONTRACTOR
ADDRESS
PHONE #
LEECTRICAL CONTRACTOR C71
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REOUIREMENTS
FINISHED FLOOR
ELEVATION REOUIREMENTS
E+
ARCHITECTURAL APPRO-v\ ;_ DATE:
N_
SUBDIVISION:
PERMIT # 7 7- - - LOT NO.
ft v BLOCK:
JO
a
COSTS
SECTION:
1 a0, m
SQUARE FEET:
FEE
STATE NO.
FEE 3
FEE 3
FEES
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEES ENERGY SECT. EPI:
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE a g1 1a dr Ci
Q
I
CITY OF SANFORD,, FLORIDA'
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS Two Red Cleveland Blvd PERMIT NUMBER
Total Contract Price of Job 120,000.00 Total Sq. Ft. 6800
Describe Work Welcome Center Canopy Extension
Type of Construction Steel concrete Flood Prone (YES) (NO)xx
Number of Stories Number of Dwellings 1 Zoning
Occupancy: Residential Commercial XX Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER N/A
OWNER Central Florida Terminals, Inc. & Sanford Airport PHONE NUMBER 407-324-9Fi8]
ADDRESS Two Red Cleveland Blvd.
CITY Sanford STATE Florida ZIP 32771
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
N/A
STATE, ZIP
BONDING COMPANY Guignard Co.
ADDRESS, P.O. BOX 180817
CITY Casselberry STATE Fl ZIP 32 M9-0817
ARCHITECT Nelson Blankenship, Jr. Architect
ADDRESS 1971 Corporate Square Drive
CITY Longwood, STATE Fl ZIP 32750
MORTGAGE LENDER N
ADDRESS
CITY STATE ZIP
CONTRACTOR Mark Construction Company PHONE NUMBER 407-831-6275
ADDRESS. 1969 Corporate Sq. Drive ST. LICENSE NUMBER CGCO2SR99
CITY Longwood STATE Fl ZIP 32750
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done -in compliance with all applicable laws regulating construction'
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional .
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agencies or federal agencies.
I;z
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
al ca
H
i=
C
w 3
0
E x
ro o
z
H H
m
M W
C O
i4 o
ro m o
o Q) Q
z a H
T'1FY TH OWNER OF
Sign. ure of Owner/Agent & Date ignature of Contr
T JL PROPERTY OF
C/ D N
N NW
o n
VDatel 0, w
Ce ral Florida Terminals Inc. Mark Construction Co ~c z
Tvne or Print Owner/Anent Name TypB or Print Contractor's Name o w
ex—
Official
PRiSC LLA T. VALENTINE
Notary Public - State of Florida
My Commission Expires Aug 6. 1999
Commission #CC 486282
x s
a m
7
Signatur of Notary & Date
Official Seal) rt
p WY P<E GHERYL A TALAMAS
Expires Sop. 07. 19W
Bonded by HAi
800.422-1555
Application Approved BY: Date: S
FEES: ,Building ;70,T.00 RadorOO7 Police Fire o 11
Open Space Road Impact Application 1(
PERMIT VALIDATION: CHECK CASH DATE p2 ,;2& Lq7 BY CP
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
0
d
n
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
ARK' ' ' Tco.
C 0 N S T R U C T 1 0 N
PHONE (407) 831-6275 FAX (407) 332-5311
Mailing Address Location
f"% P.O. Box 521728 1969 Corporate Square Dr.
Longwood, Florida 32752-1728 Longwood, Florida 32750
CG C001227 #CG CO25899
City of Sanford Building Dept.
GENTLEMEN:
WE ARE SENDING YOU ® Attached
Shop drawings Submittals
Copy of letter Change order
LEUUM (OF UG°3gNSNiMAL
DATE jm NO
February 28. 1997
ATTENTION
Gaxy Winn
RE
Welcome Center Extension (West End)
Orlando/Sanford Airport
Under separate cover via
Plans Samples
El
the following items:
Cl-Specifications
DESCRIPTION
aPlans and.
r • `VON >-
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted
For your use Approved as noted
As requested Returned for corrections
For review and comment
FORBIDS DUE 19
REMARKS
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
u
COPY TO SIGNE
IF ENCLOSURES ARE NOT AS NOTED, KINDLY
t ``P''{hilip Todd Jorgensen
ATONCtce President
AN MERICAN BUILDING
A.B.C. JOB NO.
Safety Commitment
American Buildings Company strongly recommends that sate waking conditions and accident prevention
practices be the lop priority on any lob site
Local, stale and federal safety and health standards should always be followed to help Insure worker
safety.
Make certain all employees know the safest and most productive way of erecting a building. Emergency
telephone numbers, location of first aid stations and emergency procedures should be known to all
employees.
Daily meetings highlighting safety procedures, the use of hard hats, rubber sole shoes for roof work, proper
equipment for handling material and safety nets where possible are recommended erection practices.
American Buildings Company Intends that these precautions be Interpreted and administered with sound
judgment consistent with good safety practices.
uu
Your Safety At Work
Employee Safety
The safety of each employee should be the -Number 1' requirement at each job site,
American Bulldogs 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
or are not being property superitsed. contact your supervisor.
While at wok remember.
Work areas should be kept clean and orderly at all tines.
Improper tool usage may result in Injury
Make certain that the correct tool Is available and Issued for each phase of building erection.
Return tools when not in use to that proper places.
A firm commitment to employee safety is the first step In each successful building erection.
DAILY MEETINGS HIGHLIGHTING EMPLOYEE SAFETY
Rememberl
Daily meetings highlighting employee safety procedures will reduce the
number of employee accidents.
I
f I
Your Safety At Work
Your safety at work depends on four things:
1. Knowing whet the hazards ere
2. Knowing how to protect yourself
3. ThIr ing and acting safely
j4. and... Your co-workers
Safety Is Your Job
This publication will 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
exclusive a comprehensive safely procedures. Ultimately, only you can protect yourseff by making sure you
recognize all of the hazards and by thinking and acting safely.
And Your Co-workers Job
Since your co-workers' unsafe behavior can endanger you, help them act safely too.
READ AND UNDERSTAND ALL SAFETY PRECAUTIONS
If You Don't Understand - ASK
Important: If there is something you don't understand, gel help
from your supervisor.
Your Safety At Work
Moving or Lifting loads
Slay well in the clear of any moving bad. Keep hands and feet clear at all times.
Workers should be trained to correctly locate the points of cable attachment and In the correct and sate
operation of Ilfting equipment OSHA approved hard hats.. steel toe shoes with metatarsal guard and eye
protection should be wan at all limes.
Stay In the clear of any lifted load, Make certain all framing is property braced or guyed before lifting 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
Cmact Tool Usage
Make certain the correct tool is available and used for each phase of budding erection.
Worker should maintain a firm, sate position when using any tool and a constant awareness of their location
to the roof edge.
Use approved tie -offs, netting or rails when working on roof surfaces. Check wire rope for broken strands,
broken was and kinking. Replace damaged. unsafe rope immediately.
Personal protection equipment should always meet OSHA standards. Always wear approved eye
protection.
Electrical tools must be property grounded. Do not use electrical tools or equipment while standing on wet
surfaces.
Return tools to their proper place when not in use.
Don't allow tools, blocking or materials to became a falling hazard.
USE THE CORRECT TOOL FOR THE CORRECT JOB
Rememberf
Daily meetings highlighting employee safety procedures will reduce the
number of employee accidents.
Your Safety At Work
PANELS MAY BE SLICK
Panels may be oiled and slick. Oil protects the panel coil stock and finished panels tram rust during shipping
and storage. Dew, host 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
lines, safely 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 ora stackof roof
panels laying unattached on the purlins. Secure
each end with clamps at appropriate fasteners and place wallboards in the Bat of any panels i not
fully secured to the purlins and supported by panels on each side. Wallboards 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 u
with rope to the next board. (Cut a groove In the bottom of each board so that the board will Ile flat and
not tip 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. Daily
meetings describing safe work procedures, use of hard hats, rubber sole shoes to, rod 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 sate and productive work practices. Working
on the roof area In the Installation of roof structurals, Insulation or roof panels requires proper training,
correct equipment and constant alertness to minimize the danger of falls. Hard hats should be worn
on job sues to prevent injury from falling objects. Workers
should always be aware of that location to the roof edge- Safe
work practices on the following erection duties should be carefully reviewed with erection crews prior to beginning
each job. PANEL
MAY COLLAPSE IF NOT PROPERLY SECURED Roof
panels must be completely attached to the purlins and to panels on either side before they can be
a safe walking surface. Partially
attached or unattached panels should never be walked on! DO
NOT: 1.
Step on rib at edge of 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 Safety and Health Regulations for the Construction Industry'shouid be used for platform work. Interpretation
American
Buildings Companydisclaims 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 will 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 Its products. Opinions expressed by American 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. fl%
u" AMERICAN
BUILDINGS COMPANY
GENERAL FOUNDATION NOTES AND- CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS
1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM
2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL J08SITE.
3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY 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.
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
2. 10.0 pat COLLATERAL LOAD C) 1. D + C + L
3. 20.0 psf ROOF LIVE LOAD (L) 2 D + W
4. 20.0 psf FRAME LIVE LOAD (L)
5. 0.0 psf GROUND SNOW LOAD (Pg)
6. 0.0 psl ROOF SNOW LOAD (S)'
SHEET NUMBER DATE REV. NO.
FOR cz wrPuc-nom) 2 -18 97 O
2
I5. 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 SMALL 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
31/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A 31/8 INCH TOLERANCE.
B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE
7. 100.0 mpn WIND VELOCITY (w)
WIND IMPORTANCE FACTOR . 1.15 -
B. SEISMIC LOAD (E)
Seismic Data as Follows(E):
Ao=,,Q',2, Av-M, Seismic Hazard Exposure Group )L.
Seismic Performance Category A, S=2.Q.
Concentrically braced fromes (R=,U, Cd=4 I/ ), Ordinary moment fromes of
steel (R-A 1/2, Cd-JQ), Equivalent lateral force procedure.
Z
E -01
6.07.
E- 03
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
SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR.
NOTE :ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE LOAD
OR ROOF SNOW LOAD.
E
TO. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY.
it. 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.
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 RISC MANUAL OF STEEL CONSTRUCTION. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING
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 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE
BUILDING CODE.
PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 1994 Standard Building Code
14. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND
ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN.
FINISH
FLOOR
1/2' •ANCHOR BOLTS X ir 1r _
BASE ANGLE FASTENER (SEE NOTES #13 & #14)
NOTNOT BY A.B.C.)
t/4' •CONCRETE
BASE ANGLE ANCHOR BOLT 5'-0' O.C.
THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS
MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS,
TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT
NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS , MECHANICAL
MAXIMUM SPACING OR
EOUAL BY OTHERS) h EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON AF.,(SEE
PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY ERECTION MANUAL
THE MBMA MANUAL LATEST EDITION. AND THE ATTACHED DRAWINGS. THE DRAWINGS LISTED ON THIS
DOOR WIDTH SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION.
R WIDTH + 4'1/2' •ANCHOR BOLTS
NOTES #13 & #14)
BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B"
OF TYPICAL OVERHEAD DOOR LAYOUT)
PRODUCT APPROVALS AND CERTIFICATIONS:
1. STANDARD BUILDING CODE - SBCCI #94100. 12 BASIC STYLES.
2. UNIFORM BUILDING CODE QCBO) - / FA-285-CARSON CITY, NEVADA PLANT.
3. INDIANA - 12 BASIC STYLES AS BELOW.
BASIC MATERIAL SPECIFICATIONS a. M-190860 - SSF
a. M-190B57 - LRF, RF, LRF-M
c. M-190858 - LSS, LSS-M
PRIMARY FRAMING STEEL d. M-190863 - LT
STEEL FOR HOT -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION A 36. e. M-190862 GC, LP2, LP4, LP2-M, LP4-M
STEEL FOR BUILT-UP SECTIONS SMALL CONFORM TO ONE OR MORE OF THE FOLLOWING: 4. WISCONSIN-/ 960032-M; 13 BASIC STYLES.
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 . 5. CITY OF CL.EVELAND. OHIO DOCKETS S-52-82.
STEEL FOR ALL ENDWALL 'C' SECTIONS SWILL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55 .
6. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO & CARSON CITY.
SECONDARY FRAMING STEEL 7. AISC QUALITY CERTIFICATION, CATEGORY MB.
STEEL USED TO FORM PURLINS, ORTS, EAVE STRUTS AND 'C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES 8. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE.
OF ASTM A570, GRADE 55
9. PLANT CERTIFICATION AT CARSON CITY FOR OCOEN, UTAH.
STEEL USED TO FORM ZINC -COATED (GALVANIZED) PURLINS AND GIRTS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES
OF ASTM A653 GRADE D AND G 90 COATING DESIGNATION AS DESCRIBED IN ASTM A525.
G
10. LONCSPAN PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 71 AS LISTED IN UNDERWRITERS
ROOF ANO WALL PANEL MATERIAL
LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY.
EXTERIOR PANELS SHALT. CONFORM TO ONE OF THE FOLLOWING: It. STANDING SEAM I PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS
PANEL MATERIAL AS SPECIFIED SHALL BE 26 GAUGE ZINC -COATED (GALVANIZED) STEEL COATING DESIGNATION G 90. CONFORMING TO THE REQUIREMENTS LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY.
OF ASTM A653 GRADE E. MINIMUM YIELD STRESS SHALL BE 80 KSI.
PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL. COATING DESIGNATION G 90. CONFORMING TO THE REQUIREMENTS
OF ASTM A653 GRADE D. MINIMUM YIELD STRESS SHALL BE 50 KSI.
12. LOC-SEAM PANEL WIND UPLIFT -CUSS 90 (UL 90) CONSTRUCTION NOS. 331, 332, AND 336 AS LISTED IN
UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY.
THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER
OF RECORD FOR THE OVERALL PROJECT AND IS ONLY
CERTIFYING THAT THE DESIGN OF THE METAL BUILDING
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.
PANEL MATERIAL AS SPECIFIED SHALL BE 24 GAUGE ALUMINUM -ZINC ALLOY -COATED STEEL, COATING DESIGNATION AZ 55. CONFORMING TO THE
13. CITY OF LOS ANGELES FABRICATORS LICENSE #1390 AT CARSON CITY PLANT.
14. CITY OF HOUSTON, TEXAS FABRICATOR APPROVAL #478.
COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY
SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE
AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION
REQUIREMENTS OF ASTM A792. MINIMUM YIELD STRESS SHALL BE 50 KSI. EXCLUDES THE ERECTION OF THE STRUCTURE
0. REVISIONS MADE CK'D DATE N04 REVISIONS MADE CK'D DATE NO REVISIONS MADE CK•D DATE DRAWING SUBMITTAL
STATUS SCALE: NONE DATE
CENTRAL FLA REGIONAL AIR
SANFORD, FL
MARK METAL
EUFAULAFORNABM/A
AMERICAN , BUILDINGS
FOR CONSTRUCTION
APPROVAL
FOR PERMIT ONLY
FOR PRELIMINARY
rt
DRAWN BY. b M 2-1-9%
CHECKED BY: YLIA 2•IL.d
DESIGN APPD BY: 1SV 2•Is'i) DRAWING
NUMBER 1) 453201 ABC-1
REV.NO.
002/17/97 09:41:52 Ver. 11.1
ROOF PANELS
TYPE: S2_—__—_ GAGE:24 COLOk-11MP24_
PAINT WARRANTY-*3- WATER TIGHT WARRANTYA-2
UL 90 CERTIFICATIOW-N_Q_
IF SSIt FIXED CLIP_— SLIDING CLIP: --
WALL PANELS
TYPEz--U — GACE:211 COLOR: AAf __- BASE• TRIM
PAINT WARRANTY-___
EAVE TREATMENT
li_ STANDARD GUTTER W/ DOWNSPOUTS FT O.C. (MAX)
FLANGE BACK GUTTER W/ DOWNSPOUTS _— FT O.C. (MAX)
SIMPLE EAVE TRIM
DELUXE EAVE TRIM
ICE AND SNOW TREATMENT NO: --
TRIM COLORS
RAKE TRIM: _-AQeezQ GUTTER / EAVE: -&QPPI9_
DOWNSPOLIM-AMPP_ZO_ FRAMED OPENINGS:-AMPP2Q_
CORNER: -AQEF-M. BASE TRIM: AMP 70
MISCELLANEOUS: —
PRIMER COLOR
RED OXIDE:_ 1L_ GREY:— SPECIAL:--_—_
ROOF FASTENERS
STANDING SEAM 11
A 112 X 1 1/4 SELF DRILL HEX HEAD
B. /14 X 1 SELF DRILL HEX HEAD W/ WASHER
STANDING SEAM III
A #12 X 1 1/4 SELF DRILL HEX HEAD
S. #14 X 1 SELF DRILL HEX HEAD W/ WASHER
LONGSPAN
A. 112 X 11/4 SELF DRILL HEX HEAD W/ WASHER
B. 114 X 3/4 SELF TAP HEX HEAD W/ WASHER
LOC SEAM
A /12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER
B. 014 X 1 SELF DRILL HEX HEAD W/ WASHER
WALL FASTENERS
LONGSPAN
A. 12 X 1 1/4 SELF DRILL HEX HEAD W/ CLEAR WASHER
8. t4 X 3/4 SELF TAP HEX HEAD W/ CLEAR WASHER
C. /12 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
SHADOW PANEL
A. 112 X 1 SELF DRILL HEX HEAD W/ NUT BLANK
B. 114 X 3/4 SELF TAP HEX HEAD
C. 112 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
INSULATION
NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR
ROOF --
WALLS
RIGID BOARD:— ROOF:_—_ WALLS:— BEARING PLATE: —
THERMAL BLOCK:_— BY ABC:___ BY OTHERS:— (I* THICK ONLY)
SPACER STRIP —_ (FOR LOC SEAM WITHOUT INSULATION)
WALK DOORS
OTY SIZE TYPE SWING LOCKSET CLOSER COLOR LINER TRIM LINER TRIM
COLOR
3070 6070 M __NL __HG YES __NO WHITE YES __NO
3070 __ 6070 M —NL —HC YES __NO WH17E YES —NO _--,
3070 6070 M —NL __HG YES __NO WHITE YES __NO
3070 6070 M __NL __HG YES __NO WMTE YES __NO
FRAMED OPENINGS
OTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM
COLOR
YES ---NO YES __NO
YES ___NO YES __NO
YES --- NO YES __NO
YES ---NO YES __NO
YES --- NO YES __NO
YES ___NO YES __NO
YES ___NO YES -_NO
YES ---NO YES --NO
YES _—NO YES __NO
YES ___NO YES —NO
WINDOW
SELF -FLASHING THERMA-PANE CLASS. BURNISH SLATE
OTY WIDTH HEIGHT LINER TRIM LINER TRIM
COLOR
YES ---140 -
YES _—NO __—_-
YES _—NO
YES _—NO
YES _—NO
I n1 RC
WHITE ADJUSTABLE W/ BIRD SCREEN
OTY WIDTH HEIGHT LINER TRIM LINER TRIM
COLOR
YES —NO
YES _—NO
YES ___NO
YES —NO
YES —NO
LINER PANELS
LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR
YES —140 -
YES —NO
YES --NO ---
YES --NO ---
ROUND 20' THROAT WHITE VENTILATORS
QUANTITY RIDGE MOUNTED -- SLOPE MOUNTED
9' X 10' RIDGE VENTILATORS
MY AT 10' SECTIONS —__ LINEAR FEET CONTINUOUS
ROOF JAXS
OTY TYPE
OK-3 1/4- - C DIAMETER
DK-S C - 7' DIAMETER
DK-6 Y - I r DIAMETER
ROOF CURB FRAMING
SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS
COMPANY (A.B.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY
THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 30001.
THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE
CLEARLY SPECIFIED IN THE ORDER DOCUMENTS.
OTY WIDTH LENGTH SLOPED AT RIDGE
ROOF CURBS
OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR
a, is -----
6' is ---
SKYLIGHTS / WALL LIGHTS
TRANSLUCENT SKYLIGHTS OTY:-- SIZE:_—____ TRIM: -____
TRANSLUCENT 4' Y WALL LIGHTS OTY:_—
FACADE
CLEAR CORNER
TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT
FACIA PANEL TYPE : _______ GAGE: — COLOR: ______— TRIM COLOR:____ —
SOFFIT PANEL TYPE: —____ GAGE: — COLOR: --_—_ TRIM COLOR:____ --
BACK PANEL TYPE : _--_ GAGE: — .COLOR: TRIM COLOR: ----
RECENT PRODUCT REVISIONS
THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS
SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES.
1. THINK SAFETY!
CANOPIECLEAR
OTY EW SW SLOPE PROTECTION LENGTH UNDER BEAM PANELFITYPE COLTFITR
EAVE TRIM : —__ TRIM COLOR:--_ DOWNSPOUT ELBOWS ONLY: _— DOWNSPOUT RETURN: ---
OVERHANG
OTY PROJECTION LENGTH SOFFIT TYPE COLOR GAGE
SW -- ----- - ---- ----- 26
SIN — --- -- --- --- 26
DOWNSPOUT ELBOWS ONLY. _— DOWNSPOUT RETURN: —
Ew 26
EW -- --- --- --- 26
PARTITIONS
Ott WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR
SPECIAL NOTES
I
ALL R.E.W. PARTS ARE RELOCATED FROM EXISTING AMERICAN BUILDING
FACADE PARTS AT R.E.W. ARE RELOCATED FROM EXISTING AMERICAN BUILDING.
ALCT. PANELS AT NEW BUILDING TO BE PAINTED BY BUILDER TO MATCH EXIST.
X-BRACING AT R.E.W. TO BE FURNISHED BY BUILDER.
MISCELLANEOUS MATERIAL
0. REVISIONS MADE CK'D I DATE I NO. REVISIONS MADE CK'D DATE N04 REVISIONS MADE CK'D DATE DRAWING SUBMITTAL
STATUS SCALE: NONE DATE
CENTRAL FLA REGIONAL AIR
SANFORD, FL
MARK METAL
EUFAULA ALABAMA
AMERICAN BUILDINGS
FOR CONSTRUCTION
FOR APPROVAL
FOR PERMIT ONLY
FOR PRELIMINARY
E
DRAWN BY: -am 2-10-17
CHECKED BY: 2-It
DESIGN APPD BY: KS DRAWING
NUMBER 11453201 ABC-2
aEv.No.
002/17/97 09:42:11 Ver. 11.1
SAVE STRUT LINE SEE S.W.
I
I
I
I
I
I
I
I
I
I
I '
I
CDC-1
5'-(. LaP
1
I
1EE
I
I
I
I
I
I
I
I
I
I
I
I•
C8C-1 CBC-1
I
I
I
I
I
I
I
I
I
j FMP-3 (-rqP. RS S&WAD
ri
FORt-I (GYP. AS SIb-w).
3=o LAP
NOTE : Do NOT v5E LAP So[-TS e,
EXISTING FRAME u5E FRAME
CoMJEC.TIod BoLTS oNLY
EXIS'rIIJG FRAME
I
I
I
2)8Z15-29.6AE
TYPICAL U.N.
LAVL S1KU1 LINL (SLL S.W.)
BZ14-29.3BE
TYPICAL U.N.
25'0
69'9 OUT TO OUT OF PURLIN LINE
ROOF FRAMING PLAN RF01 F-A
REVISIONS I MADE CK'D I DATE 11 NO REVISIONS
8Z16-19.68
TYPICAL U.N.
16'6 1'6
a
t Kr L- I L r (3)RFE-1 RFE-1 E 1
e
a
NDTE:._EREr-TlOt4 "BRACING.T--BE meeting UIrecuon
EURN15i+£D`(-'fNE" EREGrOR
ROOF SHEETING PLAN RF01 S-A
REVISIONS MADE CK'D I DATE DRAWING SUBMITTAL
STATUS SCALE: NONE DATE
FOR CONSTRUCTION DRAWN BYCENTRAL
FLA REGIONAL AIR FOR
APPROVAL L.
IN 4 18-'f% EUFAULA ALABAMA FOR
PERMIT ONLY CHECKED BY: f] 1n- SANFORD , FL rAME"RICANBUILDINGS FORPRELIMINARYDESIGN
APPO BY: KSv MARK METAL l[
DRAWING
REV.NO. 02/
17/97 09:17:16 Ver. 11.1 NUMBER 11453201 E-01 0
17.
WALL OPEN ------->
8C13-26.5 1/2J 8Ct3-24.11 1/2J 6Ct6-17.11 3/48J
TYPICAL U.N. TYPICAL U.N. TYPICAL U.N.
26'6 25'0 16'6 1'6
2 3 4
69'6 CENTER LINE EXISTING COLUMN TO OUT OF GIRT LINE
r
SIDEWALL FRAMING PLAN SW01 F—A
SC16-17.11 3/48J
TYPICAL U.N.
WALL OPEN ------->
SC133M24.11 1/2J 8C13-26.5 1/2J
TYPICAL U.N.
26'6
I
I
I
I
E)<Isr, rRwE
I
I
t
r GE-tR r(5)GTt-15.2 CCB-1,L 1
t
a a a a o a a a a R I a a a a a n a a d d a a a
7)VFF-7
Pt= LP26-3.8
SIDEWALL SHEETING PLAN SW01 S-A
OCB-iR r(5)CT1-15.2 CE-iL -
d a a a d o a a a n a. i a a d a II n i a a , I a aLl
PI- LP26-3.8 (
7)VFF-7
O O
r69.6 OUT OF GIRT LINE TO CENTER LINE OF EXISTING COLUMN ;
SIDEWALL FRAMING PLAN SW02F-A SIDEWALL SHEETING PLAN SW02S-A
0. I REVISIONS MADE CK'D DATE NO. REVISIONS MADE CK'D DATE NO REVISIONS MADE CK'D DATE DRAIMNG SUBMITTAL
STATUS_
SCALE: NONE DATE
CENTRAL FLA REGIONAL AIR
SANFORD, FL
MARK METAL
EUfAUU
J
ALABAMA
AMERICAN BUILDINGS
FOR CONSTRUCTION
APPROVALFORAPPROVAL
r»1 FOR PERMIT ONLY
FOR PRELIMINAR'I
tF
DRAWN BY: -f 2-r6-49
CHECKED BY:
DESIGN APPD BY: K S DRAWING
NUMBER' 11453201 E-04
REVNo•
00217/97 1O:24:10 Ver. 11.1
ft
OvERPM
1 1
z
IL OUtsac Of
I I
CONCRETESirII
NOTE:
FOR ADDITIONAL BOLT PAIRS.
USE SANK SPACING .w0 QNOE.
ANCHOR BOLT
DIAMETER
3/•- P Y
r t
I I/•' S. Z 1/
I I /Y Y 7 1
ANCHOR BOLTS (QUANTITY AM SIZE MAY VARY)
SEE ANCHOR BOLT PLAN
NOTE:
FOR ADDITIONAL BOLT PAIRS.
USE SAME SPACING AND CUACE.
CRT DEPTH I e I •- I
OUtSIDE OF CONCRETE ANCHOR BOAS '
DUmnlV AND SIZE MAY VARY)
SEE ANCHOR BOLT PLAN
I
ANCHOR BOLT
DuwETER
P Y
I I/•' S Z I/
0
SEE ANCHOR BOLT PLAN
rOR SIZE
SEE ANCHOR BOLt PLAN
FOR SIZE
BASE PLATE & ANCHOR BOLT SETTING P02 BASE PLATE & ANCHOR BOLT SETTING POSR PIPE COLUMN BASE PLATE (2 BOLT PATTERN) BPI 2 PIPE COLUMN BASE PLATE (4 BOLT PATTERN) BP15
BYPASS GIRTS AA BYPASS CIRTS _ AA. NOMINAL PIPE DIAMETER 4 6- AA NOMINAL PIPE DOMEIER • R• OR 10' AA
OVERHAND
SEE M PLAN)
NOTE:
FOR ADDITIONAL BOLT PARK.
USE SANE SPACING AND Q1ACE.
ANCHOR BOLT
DIAMETER A
I I/•' S Z I/
1 1/t 5 Z I/
OUTSIDE Or
CONCRETE ANCHOR BOLTS (OLANTITY AND SIZE MAY VARY)
TYP. U.N.) SEE ANCHOR BOLT PLAN
NOTE:
I 1%t A' •- FOR ADDITIONAL BOLT PAIRS.
AMEUSESSPACING AND Q1ACE. Ac
1
OUTSIDE
OF CONCRETE ANCHOR BOLTS (OUANIPIT AND SIZE MAr VARY) SEE
ANCHOR BOLT PLAN ANCHOR
BOLT DIAMETER
3/•'
Y
Y I
1/A' S 7 1/2. I
I/Y S' Z 1/ SEE
ANCHOR BOLT PLAN FOR
SIZE I
I I SEE
AMC14DR BOLL PLAN FOR
SIZE BASE
PLATE & ANCHOR BOLT SETTING P02 I BASE PLATE & ANCHOR BOLT SETTING P08 I PIPE COLUMN BASE PLATE (2 BOLT PATTERN) BP13 I PIPE COLUMN BASE PLATE (4 EOLT PATTERN) - BP16 INSET
CNRTS AA INSET CIRTS AA NOMINAL PIPE DIAMETER - Ir OR 1O• AA NOMINK PIPE DIAMETER - IT"AA ANG
OVERHSEE
AS PLAN) ' A
NOTE: FOR
ADDITIONAL SOLI PAIRS. 1r
USE SANK SPACING ANDCIYICE -I
I ANCHOR BOLT DIAMETER
Ile
4' Y r
Y t
I/•- S Z 1/ 1/
Y S Z I/ CONCRETE
ANCHOR BOLTS (OUANIITV AND SIZE MAY VARY) TVP.
U.N) I SEE ANCHOR BOLT ^LAM L
OUTSIDE
Or CO NOTE:
FOR
ADDITIONAL B(xT PAIRS. USE
SAME SPACING AND CUACE. i (
OUA.VTITV AND SIZE MAY VARY) SOLT
PLAN I
I
r
I +
I I
I I
A
SLAB
2
1/; -- — --------(— Y
A
DOOR
MDT" Y DOOR
WIDTH . NP TYPICAL
ANCHOR BELT LAYOUT FINISH
FLOOR 1 /
Y FINISH
cum. e•
SEE
ANCHOR BOLT PLAN ° FOR
SIZE • ° : 1/YI ANCHOP BOLTS NOT
BY ABC.) SEC110N -
A-A -- BASE
PLATE & ANCHOR BOLT SETTING ffP-02—Pl BASE PLATE & ANCHOR BOLT SETTING BP08 PIPE COLUMN BASE PLATE (4 BOLT PATTERN) BP14 FRAMED OPENING ANCHOR BOLT DETAIL OF61 LUSH
CIRIS AA FLUSH MIS AA NOMINAA PIPE DIAMETER S 6' AA — ---•----- AA ANCHOR
BOLT DAMEIEa
3/•'
Y 1'
P r I
I/•' S 2 1/ I
I/Y. S. 11/ SCAB?: [
ATE ^ DRAWN
9Y: TON -7-95TYP.ICAL BASE PLATE CETAILSCHMED BY: BLJ -9-95 ANCDZMCN APP'D BY: ANCHOR BOLT SETTINGS DRAWINGRCV No. N0.
EIYISION NO. REVISION Y Issuck 0-95 NUMBER PIP D 1 0 I
MAIN BLOC.
COLUMN .
c FOR >t; 041 DEPTH
5%- FOR 9%- CRT DEPTH
r
PORTALMN1GDLM
1/2 PORTAL II/2 PORTAL EDGE OF CONCRETE
Ca. DEPTH
I
COL. DEPTH
f NOTE.
MAIN BLOC. PORTAL COLUMN ANCHOR BOLTS
COLUMN N
oRs
D UNLESS SPEC ED
MAIN BLOC.
COLUMN PORTAL
COLUMN
i
EDGE (IF CONCRETE
ggIO
IY w• (2) 31CO ANCHOR Bats
UNLESS oTHERwIsE NOTED
BY DESCH
L IT' J
f
MAIN BLDG. PORTAL
COLUMN COLUMM
V.
1r
V.
I
EDGE OF CONCRETE
2) 3/4.0 ANCHOR BUTS
i II- UNLESS OTHERWISE NOTED
BY DESIGN
f
MNN BLDG.
COLUMN
2) 3/4_0 ANCHOR BOLTS
UNLESS OTHERWISE NOTED
By DESIGN
PORTAL COLUMN
W
n
EDGE of CONCRETE
PORTAL COLUMN BASE & ANCHOR BOLT SETTING AB04 I PORTAL COLUMN BASE & ANCHOR BOLT SETTING B07 I PORTAL COLUMN BASE do ANCHOR BOLT SETTING B04 I PORTAL COLUMN BASE & ANCHOR BOLT SETTING AB04
ASS GIRTS AA BYPASS GIRTS w/NSET PORTAL FRAME AA INSET owns I AA FLUSH GIRTs I AA
a
101111
SCARE: DATE
DRAWN BY: dIDNIO-7-gs TYPICAL BASE PLATE DETAILS
swat"
CHECKED BY: 10-9-9s AND
DESIGN APP*D BrANCHOR BOLT SETTINGS dIDRAWINGREVISION0. REVISION ISSUED: 10-95 NUNBER BPD-2 0
CAVE CLOSURE FLASHING
FEC-
1 /6 RIVETS'-? O.C.
STANDARD EAVE CONDIi10\
WITH LONGSPAN OR ARC141ECTUPAL I WALL PANELS
LONGSPAN ROOF PANELS)
SEE INSTRUCTION NO 5
STEP 1)
LAr LLViW
SPEC-
1/B RVET
S'-Q O.C.
3 I/D'
STANDARD EAVE CONDITION
WITH SHADOW PANELS
LONGSPAM ROOF PANELS)
iULATION
LATION
THER-M SPACER EAVi TRIM THERMAL SPACER CAVE SpurTSET- 7 TSET-
STRUCTURAL FASTENER STRUCTURAL FASTENER
t2z1 1/4 so"" /12xt 1/4 SDNN
1-or D.C. I-D- 0.c.
THERMAL SPACER SAVE CONDITION THERMAL SPACER EAVE CONDITION
WITH L04GSPAN OR ARCHITECTURAL R WALL PANELS WITH SHA DOW PANELS
STANDING SEAM B, STANDING SEAM 360 (STANDING SEAM B• STANDING SEAM 360
OR LOC-SEAM ROOF PANELS) OR LOC-SEAM ROOF PANELS)
SFF INSTRUCTION NO
STEP 2)
WALL ASTENI
Ir SDHCW !
1'-7 O.C.
OUTSIDE PANEL CLOSURE
SEE INSTRUCTION ND. 6
STEP 3)
CAVE TRIM
LSET-
STRUCTURAL FASTENER
12xt 1/4 SOMM
1-IF D.0
I
STANDARD SAVE CONDITION
WITH LONGSPAN OR ARCHITECIURAL B WALL PANELS
STANDING SEAM 1. STANDING SEAM 360
OR LOC-SEAM RODF PANELS)
TRUCTI
CAVE TRIM
LSET-
3RUCIURµFASTENER
12xI 1/4 SDNN
w O C.
3
STANDARD SAVE CONDITION
W7ttt SHADOW PANELS
STANDING SEAM u. SIANONC SEAM 360
OR LOC••SEAM ROOF PANELS)
I. PRIOR 10 SHEETING THE ROOF OR WALL. THE STRUCTURAL FRAMING
MUST BE SOUARE AND PLUMB
2. BLOCK OR SUPPORT THE CATS AND CAVE STRUT TO PREVENT THE
SUB FRAMING ROM SAGGING. BLOCKING MUST BE USED BETWEEN `
ENDWALL COLUMNS AND SIDEWµL COLUMNS AND SHOULD REMAIN
IN PLACE UNTIL ALL WALL SHEETS ARE INSTALLED.
3. PLACE THE CAVE TRIM FCC- TSE1- AND LSET- ) ON IVE CAVE
STRUT. LEAVING A t I f OPENING BETWEEN THE OUTSIDE FACE OF IN(
CAVE STRUT AND THE INSIDE OF THE CAVE Talu. (A 2 x •
WORKS WELL TO OBTAIN THIS SPACE). THE I I/2s OPENING
WILL ACCOMMODATE LONGSPAN OR ARCHttECIURAL K WALL
PANELS. AN OPCNING OF 3 1/B' MUST BE MAINTAINED FOR SHADOW
PANELS. SECURE THE LAVE TRIM (FEC- AND SPEC- ) WITH I/B- •
RATS. S'-Dr O.C. THESE RIVETS SHOULD BE ;OCATED INSIDE THE
ROOF MASTIC LINE. THE RIVETS ARE ONLY INTENDED 10 HOLD
THE FLASH" UNTIL THE ROOF IS INSTALLED AND NEED NOT BE
REMOVED. 00 NOT USE FASTENERS IN LIEU OF RIVETS UNLESS
THE FASTENERS ARE REMOVED AS THE ROOFING PROGRESSES.
FOR BUILDINGS WITH THERMAL SPACER CAVE TRN AND LOC-SEAM '
CAVE TRIM, SECURE THC LASHING WITH /12 x 1 1/47 SELF DRILL
FASTENERS LOCATED I'-Cr O.C. IHESE ARE PERMANENT fAST(NLRS
AND MUST BE INSTALLED. REMOVE ANY SPACERS USED FROM BEHIND
THE LAVE TRIM.
A. INSTALL THE ROOF PANELS ACCORDING 10 THE APPROPRL41E MINIAL
AND/OR ERECT*N DRAWINGS. REMEMBER THE PANEL OVERHANG
DIN[NSK* 6 USUALLY FROM THE FACE OF THE EAV[ STRUT AND
SHOULD BE MEASURED AS REOUHRED BY THE ERECTION DRAWINGS.
S. WALL PANELS AND INSULATION MAY NOW BE INSTALLED SECURE -
THE INSULATION TO THE FACE OF THE (AVE STRUT AND BASE ANGLE
ACCORDING TO MANUFACTURERS RECOMMENDA110NS SLIDE THE WALL
PANEL BETWEEN THE [AVE STRUT AND CAVE TRIM. PLUMB THE PANEL
AND SECURE WITH THE WALL FASTENERS. FASTENERS MUST BE INSTALLED
BELOW THE-EAVE-TRW. - -
S.INSTALL THE PANEL CLOSURES AND SECURE IN( EAVE TRIM TO
THE WALL PANELS.
HOW,
SHADOW PANEL INSTALLATION SHALL VARY FROM THE DETAILS SHOWN SEE THE SHADOW
PANEL ERECT*" DRAWINGS FOR FASTENER AND FLASHING DETAILS.
SCAIE: DATE
SPECIAL ERECTION DETAILS
ROOF SHEETING PRiOR
TO WALL SHEETING
xuA uu MAU" DRAWN BY: E2 E E0 (STEP 3) FASTENER MARKS ING BLS 2-99 CHECKED BY:
STANDING SEAM 360 ROOF PANEL 1MC BU 3-95
N0. REVISION
VAI NO. REVISION C V
DESIGN APP•B By:
NUMBER SED-) 7REY.NO.
ISSUED: Ho-92
PURLIN P RLIN
I2) 012 STRUCTURAL FASTENERS
ANGLE
tLONG)i1/C'SOR (2) t/••P BOLTS
FIELD DRILL NOTES AT EACH
3/ n+OA
let
3/i ANGLE LOCATION) .'
2) /12 STRUCTURAL FASTENERS
ANCiE ' OR (2) 1/4*0 BOLTS
I•:
2) /12 STRUCTURAL FASTENERS
L2•ArAI/6•6• LONG) (FIELD DRILL HOLES AT CACH
ANGLE LOCATION)
CLAMP OR (2) 1/4 P e0 T5
FIELD DRILL :ROLES AT EACH
tyP
1/6
ANGLE LOCATION)
3/Cf ROD HANGER ANGLE'
tLr 2•AI/B•C LONG) 3/• R00 wwGER
7/1CO HOLE
FIELD DRILL)
ANGLE
SPRINIiIfR (LY Y 3/1C LENGTH)
MAY BE OMITTED VAT" NOTE: PIPE .
RANGER LOADS SO LOS. PuRUN LIP MUST NOT - - . MAY BE OMITTED WITH 3/Cf ROD wLWAR
NOTE.•
OR LESS. SPRINKLERBEDIS'ORTED.
APE
RANGER LOADS 50 LOS. 1ORLESS.
PURIw LIP MUST NOT
BE DISTORTED.
SECTION 'B-?
SECTION •A-1 SECTION "A -A
twttRs
f .IPc I C PIPE It L
1
A•
1 I •A• I I I
1 •C
SU POlI N+GES
Y N.)
1/7 1/f 1/A • 1///A I/7
w SAT MT 1/2 6AT Mt MT MT
MT S AC+C MT VACPIC 6AT SO4C.4
C
4 waft
r,^
f Po^:.
f wa
i PURL.
PLMILM
C Pua W
C waft
FIE
PI,w H
L
OTCo R FAp
TRAM( FILAR(
SPRINKLER PIPE HANGER DETAIL AT PURLINS SHOO ALTERNATE SPRINKLER PIPE HANGER DETAIL AT PURLINS SHAAE02SPRINKLERPIPEHANGERDETAILBETWEENPURLINSSHAA03TYPICALSPRINKLERPIPELAYOUTS-0,4 I
AA CLAMP
WITHOUT REINFORCING
AM N
EOIINALENT
COLLATERAL LOAD FOR PIPE SUPPORTS 2D
MTS 7S' 1MTS 1. IS I* I IOW Al 1MNCER STp,
MT. DRY wt. WET MIT. PIPE PIPE APE PIPE PIPE PIPE PIPE PIPE WT.
T. j/Fr, 250/ 230/ 25011 2500 SIZE
C
31.5 B tt 6 I 6 S 6 3tS" S6S • S'
1•.6216.9723.
3 6 9 7 3 S 233 483 10.
79 163 7 3 6 2 S t 63 413 3
1/r 9.11 34 s 7 2 S 2 134 384 Y
lir
7.
58 5.
79 10.
6 3 6 2 S 2 106 356 2
2
3.65 7.
9 S.
t 2
1
6
S
1 tS 1 1
3 79
329 SI
301 1
1/r 2.72 36 1 S 1 4 1 3 36 266 1
114. 2.27 29 t S 1 1 3 279 1
1." 2.1 1 S 1 1 3 2 271 I
PIPE ~ACCRS ASSUwLO Al 10' SPAC tCS LOCATED PER N}ICAL PIPE IATOUT AS S"00" IN DETAIL
SHOA/AA I.
FOR PIE SUPPORICO AT S' MIERVALS, VALUES AROK MAT 9E HALVCTL ' 3.
PURL-4 SPACE ASSw(D TO DE 1. ON CENTERS. A.
SPECIAL CONSIOCRAtC" S,WIO iK MADE WHEM ALL BATS ARE MOT U"0*wLT LOADED. S.
7SDF TOAD 6 REu6E OnED !TUK10APPLIEDt0 AONE SINGLE SMONODI OML ATIOM TO APELOAD^. LOADS
FOR SPRINKLER PIPE
SUPPORTS SHO5 PA CLAMP WITHOUT REINFORCING
ANI
CLAMP WITHOUT
REINFORCING AN
IRLIN CLAMP
WITHOUT REINFORCING
AN
I j
NOT ALLOWED
SPRINKLER
PIPE -NOT ALLOWED
DETAIL' SH06 NOT ALLOWED SPRINKLER PIPE "
NOT ALLOWED
DETAIL H06A NOT ALLOWED SPRINKLER PIPE -
NOT ALLOWED
DETAIL SH07 NOT ALLOWED SPRINKLER"PIPE "
NOT ALLOWED
DETAIL.' HQ7-A CLAMP wTHOL1T RENrORCING ANGLE - - -
AA CLAMP WITHOUT REINFORCING ANGLE AND ATTACHED AT-PURLIN LIP - AA CLAMP WITHOUT- REINFORCING ANGLE AND BENDING LIP OF PURLIM - AA CLAMP WITHOUT REINFORCPG ANGLE AND ATTACHED AT PURLIN LIP-- SCALE: DATE RECOMMENDED SPRINKLER
PIPE HANGER
DETAILS r"
rA1tA "'"'fA DRAWN
BY: 2 REVISEDANDREDRAWN
DR By je, ENic,crn 6r: 1 ADDED NOTE •' INC
11L1. DtS1GN AlP'D BT:DRAWING NUMBER SPH-) 2
REVISION
NAD 1 CK'D. 0 TNO. REVISION MAD I CK'D. DATE 0 R VISION MAD CKD. 1 ISSUED: 3-90
CITY OF SANFORD. FLORIDA
PERMIT NO- / 7—/Clo- --
DAT; s' 197
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME
ADDRESS OF JOB 2 RM Q tE IJL ai-n M Q -
ELEC. CONTR- U %5 T- Residential Non-residenfiaLe f—
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Re air 4-1
f Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Amp Service
201 Amp and above
New Commercial Amp Service
Application Fee
I;
it
TOTAL
oy signing Tnis application 1 am stating 1 will be in compliance with the NEC including Article 110, Section 110.9 and ] W-10.
4a,,,,s,,,,_
Building Official k Master Elecfrician
STATE COMPETENCY NO.
Electric Services, Inc.
INDUSTRIAL & COMMERCIAL ELECTRICAL CONTRACTORS EC#0001415
306 S. Sixth Street, Leesburg, FL 34748
TELEPHONE (352) 787-1322 / FAX (352) 787-7871
POWER OF ATTORNEY
I hereby name and appoint James Thompson
of Electric Services, Inc. to be my lawful attorney
y in fact to act for me and apply to the City of Sanford Building
Department for a Electrical permit for work to be performed at a
location described as:
address of job)
owner of property and address)
and to sign my name and do all things necessary to this
appointment.
Steven W. Strong
Certified Contractor
S gnature
306 S 6th St, Leesburg, FL 34748
Address
Acknowledge:
Sworn and subscribed before me this 17th day of March ,
1997, by Steven W. Strong , President of
Electric Services, Inc., who is pe nally known to me.
Not ry Public Sta e f Flori aMYCornriExp.11/15/20vi r
C > Bonded BY $eroice InsawaucNo.cc000152 tephanie S. Joiner
Personally Known I I Other I.D.
My Commission Expires:
11/15/00
s
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952 /
DATE: PERMIT #:
BUSINESS NAAME:
I
ADDRESS: /s A CXPmjw"Jci J,
p :
J _
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ •
00
Fees must be paid to Sanford Building Department,,300.N.
Park Avenue, Samford, Florida. Phone # 330-5656.
Proof f payment must be made to Sanford Fire Prevention
b re ny furthe ervices can take place.
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
City of Sanford, Florida.
Sanford Fire ion Applicants Signature
MEMORANDUM February 21, 1997
TO: Building Department LPIIL
FROM: Engineering & Planning Department GI N
N rG
SUBJECT: Building Permit Issuance
Engineering & Planning Department acknowledges approval of attached development
plan for: Canopy expansion for theWelcome Center at the Orlando Sanford
Airport
Parcel I.D. - - - - - Received
Address 2 Red Cleveland Boulevard
and concur with Building Permit Issuance.
Site Plan approval by o P&Z Date rove
Administrative Official
Land DevelopYnent Coordinator
0 other
Eng. Plan approval by 0 City Manager
0 other
Date Approved
Professional Engineer
Condition of Approval: It is recommended that the 18" S.D. be routed around the, building pad as
originally designed and approved.
wV