HomeMy WebLinkAbout2 Red Cleveland Blvd - 97-001635 (1996) (Dollar Rent A Car) (Addition to Facility) Documents3
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61
ZONE DATE
i. CONTRACTOR
ADDRESS
PHONE # 8
j LOCATION ? Qed &L 6 A rJ
OWNER C I i( Pn 1-t C
ADDRESS
PHONE #
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR
S
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
I
PHONE #
MISCELLANEOUS CONTRACTOR -
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS j 1
FINISHED FLOOR
ELEVATION REQUIREMENTS (
ARCHITECTURAL APPROVAL DATE
I
SUBDIVISION:
PERMIT' # ` -7' Ila, 3.5 LOT NO.
fidd rcj(;14"JOBl J BLOCK: COSTS
u, 00 SECTION:
C..
1 SOUARE
FEET: I
FEES `' - MODEL: STATE
NO. OCCUPANCY CLASS: FEES
3-
FEE
S INSPECTIONS
TYPE
DATE OK REJECT BY 7
JD FEES
ENERGY SECT. CERTIFICATE
OF OCCUPANCY ISSUED #
FINAL
DATE i
DATE:
EPI:
CITY OF SANFORD
FIRE -.DEPARTMENT
FEES FOR SERVICES
PHONE i: 407-322-4952
DATE: PERMIT
BUSINESS NAME: 4 r
ADDRESS: %
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $-263 9?-/&
5 Fees
must be paid to Sanford Building Department, 300 N. Park
Avenue, Sanford, Florida. Phone # 330-5656. Proof
of payment must be made to Sanford Fire Prevention before
any further services can take place. I
certify that the above information
is true and correct
and t will comply
wit all applicable codes
a ord' an s of h City
San or , o da. 10,
Sanford
re Prevention cants"Signature
CITY OF SANFORD. FLORIDA
PERMIT NO- DATE F`%' + ! C
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME ( LLb jL. aZ 1:01l— 14/44L
ADDRESS OF JOB RCA N (,6 6L14/b p V?CW A z
ELEC. CONTR ES :r— Residential —Non -residential —
Subject to rules and regulations of the city and national electric codes.
Alteration Addition Re air
Number AMOUNT
rW
Change f Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 AmR Service
201 Amp and above
New Commercial Amp Service
Application Fee
TOTAL
by signing this application 1 am stating 1 will be in compliance with the NEC including Article 110, Section 110.9 and 110,10.
l
Wilding Official Master 119ilreci4h
STATE COMPETENCY NO.
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Electric Services, Inc.
INDUSTRIAL & COMMERCIAL ELECTRICAL CONTRACTORS ECtt0001415
306 S. Sixth Street, Leesburg, FL 34748
TELEPHONE (352) 787-1322 / FAX (352) 787-7871
POWER OF ATTORNEY
r I hereby name and appoint James Thompson
of Electric Services, Inc. to be my lawful attorney
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:
t
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
Signature
306 S 6th St, Leesburq, FL 34748 '
Address
Acknowledge:
Sworn and subscribed before me this 7th day of April ,
1997, by Steven W. Strong I President of
Electric Services, Inc.,
Exp. 11/15/2000
F•emce Ins
4
zac!le!e. Known I I OUIef I.D.
My Commission Expires:
11/15/00
who is nally known to me.
NotVepohanie
ublic, State f lorida
S. Joiner
I
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS Two Red Cleveland Blvd.
Total Contract Price of Job $42,000
Describe Work Addition & storage to service bay
PERMIT NUMBER -7— / `03
Total Sq. Ft. 1317
Type of Construction pre-engineered metal bldg. Flood Prone (YES) (NO)
Number of Stories 1 Number of Dwellings 1 Zoning I
Occupancy: Residential Commercial x Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER Central Florida Terminals, Inc. PHONE NUMBER
ADDRESS Two Red Cleveland Blvd.
CITY Sanford, STATE FL ZIP
TITLE HOLDER (IF OTHER THAN OWNER) Sanford Airport Authority
ADDRESS One Red Cleveland BLVd.
CITY Sanford STATE Fl ZIP ,
BONDING COMPANY
ADDRESS
CITY
N/A
ARCHITECT Nelson B1
ADDRESS 1971 Corp
CITY Longwood
MORTGAGE LENDER
ADDRESS
CITY
STATE
ankenship, Jr.
orate Square Dr.
STATE
N/A
STATE
ZIP
ZIP
ZIP
CONTRACTOR Mark Construction Co. PHONE NUMBER 407/831-6275
ADDRESS 1969 Corporate Square Dr. ST. LICENSE NUMBER
CITY Longwood STATE L ZIP 3
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. I
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 fr9r her governmental
entities such as water management districts, state agenc' o federal agencies.
ACCEPTANCE OF PERM
THE REQUIREMENT
N a
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6 VERIFICATION THAT I WILL N
ORIDA ee LAWA FS713.
e
Type or PrinA Owne A ent N me L
Signature of No & Date
Official 1)
ANN D. GIFFORD
MY COMMISSION N CC384514 EXPIRES
Jury 24, 1998
BONDED THRU TROY FAIN INSURANCE, INC.
R OF THE PROPERTY OF
A"jNrWAM&W***
r & Date
a+a.+. vv•.v s•.vvaay.. .....
Philip Todd Jorgensen, Vice President
Type or Print Contractor's Name
F7
Signature of Notary & Date
Offi
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PRISCIL A T. VALENTINE
Notary Public -slate of Florldo
My Commission Expires Aug 6. 1999
Commission *cc 486282
Application Approved BY: Date:
FEES: Building Radon ,no Police Fire
Open Space Road Impact ication
PERMIT VALIDATION: CHECK CASH DATE
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GO
THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
Y
D (CO. ADMIN)
STRUCTURAL STEEL CERTIFICATION AFFIDAVIT
STATE OF FLORIDA.
SEMINOLE COUNTY
I,
REFERENCE ADDRESS: O( eCt ( U'e lar, Ct O
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DO SOLEMNLY SWEAR
THAT I AM A STATE OF FLORIDA REGISTERED ENGINEER. I HEREBY CERTIFY
THAT THE STRUCTURAL STEEL ERECTED IS IN CONFORMITY WITH THE
APPROVED PLANS AND WITH THE STRUCTURAL PROVISIONS OF THE TECHNICAL
1
CODES.
AFFIX SEAL HERE)
Personally appeared before me, the undersigned authority,
e-Is0 Cc 1Ce , who, after being duly sworn by me say
on oath that they ha read the foregoing, and that the matters and
things contained herein are true and correct.
Subs ribed and sworn to or affirmed) before me this ")' day
of Z. v-% l , 19 '1 , who is rsona I . e or
has produced ( type of identif ication)
Signature of Notary Pubp.ic,
State of Florida
Name of Notary typed, pr
ARLENE K. RUMBLEY
NOTARY PUBLIC, STATE OF FLORIDA
My COMMISSION # CC476424
EXPIRES: June 26, 1999 '
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ARK'Aluol-
C'' O N S T R U C T I O N
PHONE (407) 831-6275 FAX (407) 332-5311
Mailing Address Location
P.O. Box 521728 1969 Corporate Square Dr.
Longwood, Florida 32752-1728 Longwood, Florida 32750
NCG C001227 #CG CO25899
City of Sanford
Building Department
GENTLEMEN:
WE ARE SENDING YOU Attached
Shop drawings Cl Submittals
Copy of letter Change order
DATE
4-30-97
ice NO.
7 . 1 2
ATTENTION
Gary Winn
RE
Dollar Rent-A-Car
Q.T.A. Expansion
Bldg. Permit #97-1635
Under separate cover via
Plans Samples
n
the following items:
Specifications
COPIES DATE NO. DESCRIPTION
1 Design Calculations
1 Sealed erection drawings
I
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 Files
FORBIDS DUE 19
REMARKS
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
t COPY TO SIGNED: Paul O1 esen
IF ENCLOSURES ARE NOT AS NOTED. KINDLY NOTIFY US AT ONCE
ol01 waAx, 0F
Amp, 2
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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 JOBSITE.
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 vARgl/5 LOADING CONDITIONS. THESE REACTIONS REPRESENT THE MINIMUM DESIGN
LOADS TO BE RESISTED BY THE FOUNDATIONS.
FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRITERIA:
DESIGN LOADS ARE: DESIGN LOAD COMBINATIONS ARE:
1. METAL BUILDING DEAD LOAD (D) 1. D + C + L
SHEET NUMBER DATE REV. NO.
ABC-1 4/97 0
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.
2• 0.50 PSF COLLATERAL LOAD (C) 2.0 4 W
3. 20.0 PSF ROOF LIVE LOAD (L)
4. 12.0 PSF FRAME LIVE LOAD (L)
ABC-2 4/97 0
AB-1 4/97 05. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL, OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED S. 0.0 PSF GROUND SNOW LOAD (Pg)
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.
6. 0.0 PSF ROOF SNOW LOAD (5)
7. 100.0 MPH WIND SPEED (W)
AB-2 4/97 0
E-01 E-05 4/97 0OLTS7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BSHALL -BE ACCURATELY SET TO A TOLERANCE - WIND IMPORTANCE FACTOR - I.DO - - 31/
16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A 21/0 INCH TOLERANCE. 8. SEISMIC LOAD (E) A-.
05. A0".05 8.
COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT R45 A MINIMUM COMPRESSIVE STRENGTH
OF 2500 P.S.I. AT 28 DAYS. SEISMIC
HAZARD EXPOSURE GROUP I SEISMIC
PERFORMANCE CATEGORY B SOIL
PROFILE TYPE S4 9.
UNLESS EXPUC17LY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS. AND LABOR R(
x-BRACING) - 5.0. R(RIGID FRAME) - 4.5 Cd(
x-BRACING) 4.5. RIGID
FRAME) -
4.0 SWILL
BE SUPPLIED BY THE FOUNDATION CONTRACTOR. EQUIVALENT LATERAL FORCE PROCEDURE 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 NOTE ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE LOAD ARE
CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. OR
ROOF SNOW LOAD. 12.
ALL ANCHOR BOLTS SMW1 BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN
IN THE NSC 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 t INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE AAA
THESE
DESIGN LO:fS"T{ COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING BUILDING
CODE. PROJECTION.
PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 1994
Stondord 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. Lr
r ,
FINISH
FLOOR
t/
f a ANCHOR BOLTS X C \ THIS CERTIFICATpN IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAYING AND COVERING PARTS BASE
ANGLE FASTENER (SEE NOTES /13 ATL /14) NOT
BY AB.C.) BASE
ANGLE (MINIMUM
I/4- a CONCRETE I ANCHOR
BOLT 5-0 O.C. I MAXIMUM
SPACING OR MANUFACTURED
BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOWERS, TRANSLUCENT
PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT
PROVIDED BY -!CAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS . MECHANICAL EQUAL
BY OTHERS) h EQUIPMENT AND Ti-'.E E.nECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY
DESIGNED F GUNDAT10N IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY ERECTION MANUAL. AI
AI It
d THE MBMA MANUAL. :;JEST ED^!0::, AND THE ATTACHED DRAWINGS. THE DRAWINGS LISTED ON THIS NOMINAL
DOOR WIDTH \\ / SHEET SHALL REMuIj W.'-,4 AND BECOME PART OF THIS CERTIFICATION. DOOR
WIDTH + 4" 1/f a ANCHOR BOLTS SEE
NOTES /13 Q /14) BASE
ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B" PRODUCT APPRWr6 AND CEP.TIFICATIONS: OF
TYPICAL OVERHEAD DOOR LAYOUT) 1. STANDARD BUILDIHC CODE - SBCCI #94100. 12 BASIC STYLES. ". 2.
UNIFORM BUILDING. CODE (ICBO) - / FA-285-CARSON CITY. NEVADA PLANT. 3.
INDIANA - 12 BASIC STYLES AS BELOW. BASIC
MATERIAL SPECIFICATIONS o. M-19DB60 - SSF 0.
M-190857 - LRF, RF, LRF-M e.
M-190858 - LSS. LSS-M PRIMARY
FRAMING STEEL d. M-19OB63 - 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 SHALL 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 OFF KSI, ASTM A6D7 GRADE 55 . OR ASTM A570 GRADE 55 5. CITY OF CLEVEIAND, OHIO DOCKETS 5-52-82. STEEL
FOR ALL ENDWALL "C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES OF ASTM A570, GRADE 55 . 6. CANADMN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO @ CARSON CITY. SECONDARY
FRAMING STEEL 7. AISC OUALITY CERTIFICATION, CATEGORY MB. STEEL
USED TO FORM PURLINS, GIRTS, EAVE STRUTS AND 'C' SECTIONS SHALL MEET THE PHYSICAL AND CHEMICAL PROPERTIES S. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE. OF
ASTM A570, GRADE 55 9.
PLANT CERTIFICATION AT CARSON CITY FOR OGDEN. UTAH. 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. 10. LONGSPAN PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 71 AS LISTED IN UNDERWRITERS ROOF
AND WALL PANEL MATERIAL LABORATORIES
ROOFING MATERIALS AND SYSTEMS DIRECTORY. 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 1,.
STANDING SEAM II PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO. 93 AS LISTED IN UNDERWRITERS ROOFING
MATERIALS AND SYSTEMS DIRECTORY. OF
OFASTM A653 GRADE E. MINIMUM YIELD STRESS SHALL BE 80 KSI. PANEL
MATERIAL AS SPECIFIED SNAIL BE 24 GAUGE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION C 90, CONFORMING i0 THE REQUIREMENTS 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. PANEL
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. LOC-
SEAM PAN.'. WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NOS. 331, 332. AND 336 AS LISTED IN UNDERWRITERS
LABORATORIES ROOFING MATERIALS AND SYSTEMS DIRECTORY. 13.
CITY OF LOS ANGELES FABRICATORS LICENSE /1390 AT CARSON qtt PLANT. t4.
CITY OF HOUSTON, TEXAS FABRICATOR APPROVAL 478. THE
CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER ?' t y /12. 1OF
OFRECORDFOR7HEOVERALLPROJECTANDISONLY "CERTIFYING
THAT THE DESIGN OF THE METAL BUILD4 COMPONENTS
FURNISHED BY AMERICAN BUILDINGS COMPANY SATISFY THE
DESIGN REQUIREMENTS SPECIFIED r « AND
ON
THE A.B.C. CONTRACT. THIS CERTIF IONr . .+.+ EXCLUDES THE
ERECTION OF THE STRUCTU N0. REVISION
BY CK. DATE N0. REVISION BY CK. DATE DRAWING SUBMITTAL STATUS "- SCALE:
NONE
DATE DOL'LAR '
RENT=A"=CAR"'-"•" "' 2'"RED"
CLEVELAND-BLVD- ' __.,___. ,_., SANFORD, FL
MARK -METAL
STRUCTURES _ ' PFIEMX cmr '"
MABAMA AMERICAN FOR-
CONSTRUCTION-
FOR APPROVAL
FOR PERMIT
ONLY FOR PREUMINARY--
DRAWN -BY: •
LAN/ARM^-^ 4/97---• CHECKED BY:
WB 4/29/97 DESIGu APP'
D B,'. DRAWING. NUMBER-
BUILDINGS _
11483601
ABC-
1_ REV.NO. 0 04
02/97 t2:31:34 er. t t.t
ROOF PANELS WALK DOORS ROOF CURB FRAMING RECENT PRODUCT REVISIONS
TYPE:_-52-------- GAGE:Y•_ COLORJRLwHP7Q- 07Y 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
COLOR COMPANY (AB.C.). DO NOT CUT PURLINS FOR CURB FRAMING UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES.
25 YR WARRANTY:=- WATER TIGHT WARRANTYz-ZNQ_ 1 3070 JL- 6070 NQI• JLNO WHITE JLNO THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 30000.
UL 90 CER71F1CAT1014: YES_
HMS__ __YES —YES - --_--_ S --NL --HG ------— ------
307D __ 607D S NL HC __YES --NO WHITE __YES —NO --_--- —
THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY! HE
SPECIFIED IN THE ORDER DOCUMENTS.
IF SSN: FIXED CUP:____ SLIDING CUP` &_
3070 6070 __S __NL __HG __YES __NO WHITE __YES —NO Ott WIDTH LENGTH SLOPED AT RIDGE
3070 6070 --S --NL --HG _-- --YES __NO WH17E __YES __NO
WALL PANELS
TYPEL.!LZP------- GAGEA CDLOR-LTS-MV- BASE:_ sTQ-- FRAMED OPENINGS ROOF CURBS
PAINT WARRANTY~ NO-- Ott WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM
OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR
COLOR Fl 18 ------- -
YES --NO __YES __NO --------
EAVE TREATMENT YES ---NO --YES --No
IL_ STANDARD GUTTER W/ DOWNSPOUTS sQ.D_ FT O.C. (MAX) YES --- NO __YES -_NO --- ----
SKYLIGHTS f WALL LIGHTS
FLANGE BACK GUTTER W/ DOWNSPOUTS —__ FT O.C. (MAX) YES ---NO --YES --NO --------
TRANSLUCENT SKYLIGHTS OTY%--- SIZES______ TRIM~--
SIMPLE EAVE TRIM YES ---NO __YES __NO __ TRANSLUCENT 4' S WALL LIGHTS OTY;----
DELUXE EAVE TRIM YES ---NO —YES --NO
ICE AND SNOW TREATMENT NO:---- YES ---NO --YES --NO --------
FACADE
YES --- NO --YES --NO ___—_— CLEAR CORNER
TYPE VERY OR SLOPED HEIGHT LENGTH PROJECTION UNDER FACADE UNIT
YES —_NO -YES --NO --------
TRIM COLORS
5 ---NO —YES __NO ----- --•
RAKE TRIM: _1COPEM GUTTER / EAVE:-AQ0ff2D_
DOWNSPOUTS:--Lr5WID_ FACIA PANEL TYPE :------- GAGE: --- • COLOR: --- ---- TRIM COLOR:--------
WI
CORNER: _JATPZD_ BASE TRIM: __JNnL-- SOFFIT PANEL TYPE: __—_— GAGE: —_ COLOR: TRIM COLOR; -------- j
SELF -FLASHING THERMA-PANE GLASS. BURNISH SLATE
MISCELLANEOUS: -------- BACK PANEL TYPE : ------- CAGE: --- COLOR: __—_-- TRIM COLOR_____--
OTY WIDTH HEIGHT LINER TRIM LINER TRIM
COLOR
PRIMER COLOR YES ___No -------- CANOPIES
RED OXIDE-X _ GREY:____ SPECIAL -------- YES ___NO -
T SOFFIT
07Y EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANELFlTYPE "COLOR
YES ___NO
YES --- NO
ROOF FASTENERS
YES ---NO ........ EAVE TRIM --__ TRIM COLOR__—___ DOWNSPOUT ELBOWS ONLY: ___ DOWNSPOUT RETURN:
t STANDING SEMI N
A 012 X 1 1/4 SELF DRILL HEX HEAD
B. /14 X 1 SELF DRILL HEX HEM W/ WASHER
LOUVERS OVERHANGS
STANDING SEAM III
A. 12 X 1 1/4 SELF DRILL HEX HEM WHITE ADJUSTABLE W/ BIRD SCREEN Ott PRO.NECTION LENGTH SOFFIT TYPE COLOR CAGE
B. 14 X 1 SELF DRILL HEX HEAD w / WASHER SW --- ------ -------- ----- ------ 26
Ott WIDTH HEIGHT LINER TRIM LINER TRIM
LONGSPAN
COLOR
A. #12 X 1 1/4 SELF DRILL HEX HEM W/ WASHER YES --- NO
B. #14 X 7/8 SELF DRILL HEX HEAD W/ WASHER DOWNSPOUT ELBOWS ONLY: ____ DOWNSPOUT RETURN: _—
YES ---NO
LOC SEAM EW 26
A. 012 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER YES ---NO
B. 014 X 1 SELF DRILL HEX HEAD W/ WASHER Eyy--- 26
YES ___NO
YES ---NO — ...... PARTITIONS
WALL FASTENERS OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR
t LONGSPAN OR ARCHITECTURAL LINER PANELS
A. 112 X 1 1/4 SELF DRILL HEX HEM W/ CLEAR WASHER
B. 114 X 7/8 SELF DRILL HEX HEAD W/ CLEAR WASHER LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR LINER TRIM TRIM COLOR
C. 012 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER YES --- NO
SHADOW PANEL
A 012 X 1 SELF DRILL HEX HEAD W/ NUT BLANK
YES _—NO ___—__
X
B. 014 X 7/8 SELF DRILL HEX HEAD YES --- ------
C. 112 X 1 1/4 SELF DRILL HEX HEAD W/O WASHER
YES ---NO ----
SPECIAL NOTES I
ROUND 207 THROAT WHITE VENTILATORS
INSULATION
OUANTITY ----- RIDGE MOUNTED _—_ SLOPE MOUNTED
NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR
ROOF -__ _x_ __- 9" X 10' RIDGE VENTILATORS
WALLS __ _ x_ --_ _-- --- -- -___ OTY AT 10' SECTIONS LINEAR FEET CONTINUOUS
RIGID BOJ1RDi__- ROOF: ----- WALLS:___ BEARING PLATE•—
ROOF
j
THERMAL BLOCK:--:----- BY ABC:—_ BY OTHERS:—_ (f THICK ONLY)
JAXS
Ott TYPE MISCELLANEOUS MATERIAL I
SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION) DK-3 1/4- - r DIAMETER
DK-5 C - T DIAMETER
DX-8 r' - IS' DIAMETER
i
1
NO. REVISION BY CK. DATE NO. REVISION BY CK. DATE DRAWING SUBMITTAL
STATUS -
SCALE: NONE DATE
DOLLAR RENT -A -CAR - -- _ ai¢NIx an ALABAMA
FOR•-CONSTRUC4M,• DRAW* 'BY: -ARM ----_-.._4/97•--.--2"RED-CLEVECAND.-BLVD•. d _.._
FOR APPROVAL
CHECKED CHECKED BY: WB 4/29 97FORPERMITONLY' FL AMERICAN BUILDINGS
O FOR PRELIMINARY— MARK METAL STRUCTURES- ""--'-"-'- :. DESIGN APP'D-. : - REVAO. DRAwING 1.1483601 ABC-2
04 02/97 14:45:07 Ver. 11.1 NUMBER 0
COMMON BLDG LINE
9
N
92 4 5
1.1 ,
W
BP01-B
0
9
N
to 92 1 4 5
1't 2
OUTSIDE
OFSLAB BP03-B
3/4-AB
ae
COMMON BLDG LINE
1
T-- Lz - - - -
L 9 i
BP02-B
COMMON BLDG LINE
W
1.0 2
8
0z
U N
9 1. 1 4 1 B,' I
BP04-A
3/4-AB
5 1 4 8
N
10 - N
L 9
OUTSIDE OF SLAB
BP04-B
3/4-AS
1'0 2
lo
N
10
92 1 4 1 82
1
OUTSIDE
OFSLAB BP02-A
3/4'AB
DATE II NO. I REVISION
0 OF IDE
COMMON BLDG LINE SLAB
1'1
81 4 91
N
O - NI
1.0 2
3/4-AB
1'1 2
82 r 4 92
NT
tO
1} - N
WIND
0.BK
0.3K 0.3K
X BRACING REACT'N ® COL. LN. 8.5
WIND DIRECTION MAY BE OPPOSITE)
REACT'N ARE BASED ON ONE BRACED BAY)
A C
e D
REACTION TABLE kips)
LOAD DESC WIND A B C D
D + C + L L-> 0.1 1.6 0.1 1.6
D + Wt-> L-> 1.0 2.7 0.5 0.3
D + Wt<- R->I 1.1 0.5 0.8 2.1
D + W2-> L-> 1.3 1.9 0.6 0.5
D + W2<- R->I 0.8 1.3 0.7 1.3
FRAME LINES A.5 & Y - NONEXPANDABLE
L 1.0 2 I
r ] -
OIUTSIDEOF A C
BPO1-A SLAB -'1 1-
3/4'AB B D
REACTION TABLE ki S
LOAD DESC WIND A B C D
D + C + L L-> 0.7 4.2 0.7 4.2
D + Wt-> L-> 2.6 5.8 1.7 3.0
D + Wt<- R-> 2.3 0.8 2.4 4.0
D + W2-> L-> 3.1 3.5 1.3 0.7
D + W2<- R-> 1.8 1.4 2.9 1.8
FRAME LINES X & Z - NONEXPANDABLE
LOONGITUDINAL FORCES FROM THE NEW BLDG ARE BEING RESISTED BY THE EXISTING BRACING.
DATE DRAWING SUBMITTAL SCALE: ON DATE -_
STATUS _._..- .__ .-.. -DOLLAR RENT -A -CAR __. _ _ z _ AL BAMA --
FOR-CONSTRUCTION•-•DRAWN-BY. -LMN/ARM__--•4/9T-- `VZ.RED "CLEVElANLT'BL'Vf! ---'-__.,:.,,.y _-- w -"
BUILDINGS
FOR APPROVAL
CHECKED BY: WB
W19.7FORPERMITONLYSANFORD. FL
AMERCM BUILDINGS[']
FORPREUMRuar- DESIGN'APP'D'W- ---MARK- METAL STRUCTURES -
DRAWING, 11.4836O1 AB-2
REV.NO.
04/02/97 12:}2:10 er. t 1.1 _ - - .-•. NUMBER 0
FE
FE
Lm
12
ir-
37'0
8 O 3'4(+- 1/16)
33'5 CLEAR
37'0 OUT TO OUT OF GIRT LINE
RIGID FRAME CROSS SECTION LINES X & Z
NON—EXPANDABLE
REVISION
LICE BOLT TABLE
SPLICE UTY I SIZE I DEPTH ICLEAR AT SPLICE
A
B
8
8
3 4 X 2
3/4 X 2
1'2 1 2
1'2 1/2
18'S 15 16
19'2 5 16
DATE DRAWING SUBMITTAL SCALE: NONE DATE
STATUS.• __ _ _.. _ ._.. _ __._.. _. . DOLLAR RENT- A=CAR' "'"" " '" — '' " vH`eKiz"ciTr ALABAMA
FOR-00NSTRt1CT10N- •oRAwK-Br: -ARM--- -4/97 '=RED—CCEVECAN6-BLVD------""..`_... __-_--- FOR APPROVAL
CHECKED Br: wB 4 29 9FORPERMITONLY SANFORD, FL
FOR•PRELIMiNAW DESIGN'APP'O BY: MARK' METAL" STRUCTURES -
AMERICAN ,.....Bua°INcs.... _...
DRAWING 11483601 E-01•
R'N0'
04 29/97 07:1 t:34 er. 11.1 _ _ N M R = 1 0
O
v
u 12.0 is I
52P24-12.3
ROOF SHEETING PLAN
9
W
J
Z
A K
p a
Vf
O O
O n
v O
O
Cn
O
o
A v
O A
rOi N n
t .. jf
Z\
j
y .. .. .. .
di v
It
W
S2P24-37.3 1/8
i \ ROOF SHEETING PLAN
r- -- —' -- — -- -- -- -- - 7—
12'0 OUT TO OUT OF EAVE LINE
ROOF FRAMING PLAN
ep \ /
IDrA / \
m
Ir
v
37'0 OUT TO OUT OF EAVE LINE
iNuur r RHMIIVu F'uAry
NO. REVISION BY CK. DATE NO. REVISION BY CK. DATE DRAWING SUBMITTAL SCALE: __ NONE DATE,..•_ __,
STATUS - - DOLLAR 'RENT-A=CAR __..._. EMz 'ciTr - ALAS" -
f 11-FOR-CONSTRUCTION•
tDESIGN-
BY: •ARN_•••.-.--_ _.4/97••_- _ , .. .._...._e.._
I
c - 2-'RED'""CLEVECAND--BLVD`-'----"'"`""'"•'•--"- [ FOR APPROVAL 1
FOR PERMIT ONLY D BY: WB 4 29/97 SANFORD. FL __ gg
FOR PREUYuwtr APP'D BY: MARKMETAL STRUCTURES ..•• DRAWING. AMERICAN
BUILDINGS _M 11483601
E-03 R
oN0' 04/02 97 14:29,26 er. 11.1 NUMBER I
t I 1Spr_ 1
1
01
I)BA-20
SHEETING PACKAGE MK# EW02S-8
SZ16-10.4 1/2H
TYPICAL U.N.
12'0 OUT TO OUT OF GIRT LINE
GABLE ANGLE GA-1 TYPICAL
ENDWALL FRAMING AT FRAME LINE Y
STATUS-'-' -DOLLAR
FOR CONSTRUCTION- DRAWN- By+.ARM---- - 47f97.---- —CEEVEl:AND-BLVD'---- FOR-APPROVAL
CHECKED BY: W8
RED'
FOR PERMIT ONLY Y L97. SANFORD. FL
FOl'PREM AMERICAN BUILDINGSPRELIMINARY''- DESIGN APP*D BY:l MARK -METAL STRUCTURES"
DRAWING 11483601 E-04
04/29/97 07 9 Ver. 11.1 NUMBER
I
CCB-1R 2 CT1-15.2 CCB-1L
HSCS-7R 2 HSES-1 HSCS-11.
CCB-1R 2 GTt-15.2 CCB-1L
O
O
ID
RN
1.S)BA-20
SIDEWALL SHEETING PLAN LINE 8.5
tESOS2-29.11 t 2B
e
BC4-28.10
6070S WD
1'6
9.SZ12-30.OB
TYPICAL U.N.
30'0 OUT TO OUT OF GIRT LINE
I
I
1
I
I
I
I
I
I
d
I
N I
IL
I
I
I
I
I
I
I
I
I
1.5)BA-20
SIDEWALL SHEETING PLAN LINE 11'
1EBOS2-24.11 t 2B
1 r 1
1
9.SZ13-25.08
TYPICAL U.N.
t'6 22'0 Lle
X Z
25'0 OUT TO OUT OF GIRT LINE
I
I
I
I
I
I
I
I
I
I
I
N I
7 I
I
I
I
I
I
I
I
I
I
1.5)BA-20
SIDEWALL SHEETING PLAN LINE 10'
IHSOS2-24.11 1 2B
1
0
1 1
1 1
O
f
1 1
1 1
SIDEWALL FRAMING PLAN LINE 8.5 SIDEWALL FRAMING PLAN LINE 11'
THE WALL .)r BRACING IS FURNISHED AS A CONSTRUCTION AID AND
MAY BE REMOVED AFTER CONSTRUCTION.
NO. REVISION BY CK. DATE NO. REVISION BY CK DATE DRAWING SUBMITTAL SME: NONE DATE
l +
STATUS- .. ...
FOR••CONSTWATK)N• •DRAWN-ft • ARM-"----- -4/97
FOR APPROVAL
CHECKED BY: WO 4/29, FOR PERMIT ONLY
FOR PREUMINARY DESIGN APP'D BY-.14
04 02/97 14:27:36 Ver. t'
I
9.5ZI4-25.09
TYPICAL U.N.
1'6 22'0 1'6
z x
L 25'0 OUT TO OUT OF GIRT LINE
r
SIDEWALL FRAMING PLAN LINE 10'
DOCIAR- RENT -A -CAR' " '- " . -"-"-
SANFORD, FL
MARK--METAL STRUCTURES
PHENIX CITY
DRAWING. 11483601 E-05
y
0