HomeMy WebLinkAboutREVISION SECONDARY BUILDING 1-28-09GENERAL FOUNDATION NOTES AND CONCRETE DETAILS
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CERTIFICATION AND SCHEDULE OF
DRAWINGS
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1. THE METAL BUILDING SUPPLIER 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.
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 AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS.
4 REINFORCING THE HORIZONTAL THRUSRE T AT THE OLUMNH. ANCHOR BOLT BASESHEAR ACTING IN LES_TIE RODS AND CON UNCTION WITH APPLICABLE OR INS VERTIICALKREEAACTIONS, SHOULD
MUSTBBEI SUSTAINED TED AS BY HAIRPINS. TIE RODS, INTO
BUTTRESSES. FOUNDATION DESIGN.
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 t1/16 INCH ON DIMENSIONS WITHIN
THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A t1/8 INCH,TOLERANCE.
B. COLUMN BASE PLATES ARE DESIGNED NOT 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 SHALL BE SUPPLED BY THE FOUNDATION
CONTRACTOR.
10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY.
THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.0 ARE DESIGNED TO
COMPLY WITH THE FOLLOWING CRITERIA:
THESE DESIGN LOADS AND COMBINATIONS ARE APPUED IN ACCORDANCE WITH:
2004 Florida Building Code
wl 2005 & 2006 Supplement
DESIGN LOADS DESIGN LOAD COMFTION
In E
D + L
METAL BUILDING DEAD LOAD (D) D+C + L
COLLATERAL LOAD (C) D + W
0.5 psf On Roof Members D+C + W
0.5 psf On Supporting Frames D + 3/41. + 3/4W
D+C + 3/4L + 3/4W
O.60D + W
CRANE LOAD (A) 0.60(D+C) + W
Crone loads applied on Primary Steel ore based on D+C + CRANE LOAD + 1/2W
Crone data indicated by ABC's Purchase Order. .
SHEE
NUJAB
E
N
SHEET
NUMBER
DATE
REV. NO.
C-1
11/24/
��T
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AB-1
11/24/08
1 '
AB-2
11/24/08
1
AB-3
11/24/O8
1
E-01
11/24/OB
1
E-02
11/24/08
1
E -
11/24/08
1
11. THE EMBEDMENT IO THE ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER.
THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED.
OR EQUAL IN ORDER TO CONFORM TO THE METAL BUILDING SUPPLIER'S DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN
12. ALL ANCHOR BOLTS SHALL BE ASTM CONSTRUCTION.
IN THE AISC MANUAL OF STEEL CONSTRUCTION.
13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED I 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 THUD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE
PROTECTED PRIOR TO COLUMN ERECTION.
14. ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. ANCHOR BOLTS
FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED.
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ANCHOR BOLTS FINISH FLOOR
BASE ANGLE FASTENER (SEE NOTES �J13 & #14) 1 2' 3" 1 2
BASE ANGLE MI OTHERS) iv _
MINIMUM 1/4' 0 CONCRETE
ANCHOR BOLT 5'-0' O.C. -- -
MAXIMUM SPACING OR •B. `�'_"•-
EQUAL BY OTHERS) _
ROOF LIVE LOAD (L)
20 psf r
With Reduction On Supporting Frames As Permitted By Code -
But Not Less Than 20 psf When Applied As A Uniform Load
In Combination with Deed and Collateral Loads
WIND LOAD (W) 4t
High Velocity Hurricane Zone - No
Exposure ( ertoin) Category - C. Open terrain with scattered
obstructions, includingg surfoce undulations or other 'rteggul
having heights less thon 30 ft extending more than 1500
ft from the building site n any quadrant
150 mph Basic Wind Speed (3-second gust)
Enclosure Classification - Enclosed Buildings
GCpi - +0.18 and -0.18 ^; .
Wind Importance Factor - 1.15 _�_ _,�..__...- --•- -
Classification of Building N. Buildings and other struclurcs des'�gnoted as essential
focilities
NOTES:
1 82.1 FOR TTHHEOWELDING SPROCETO SSPERFORMED
AND P POSITION REQUIRED. WELDERS
D� SHIELDED METAL IN ACCORDANCE
CWE WELD ELECSI ODES TO
BE E70XX.
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11/24/08
1
11/24/08
1
F[EVIE WE
11/24/08
1
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1
EVIEWED
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11/24/OB
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11/24/08
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11/24/08
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11/24/O8
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E-12.
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1
E-13
11 24 08
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1
E-14
11/24/08
1
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E-15
11/24/08
1
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E-16
11/24/08
1
T - - :,,-•.-• - -- •B• -•- -
1 3/8' NOMINAL DOOR WIDTH 1 3 8'
-
_ DOOR WIDTH + 2 3 4• ANCHOR BOLTS
+ (SEE NOTES-Jj13 & #14)
`
"
= BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B"
(OF TYPICAL OVERHEAD DOOR LAYOUT)
AL
THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING.
ACCESSORIES iDOORS, WINDOWS, ETC.) BY OTHERS MUST BE
DESIGNED AS COMPONENTS AND CLADDING' IN ACCORDANCE TO ... _
SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE.
THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN IN 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 EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING
SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH AMERICAN BUILDINGS COMPANY'S 'GENERAL
ERECTION GUIDE. THE MBMA MANUAL THE LATEST EDITION AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS
SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION.
PRODUCT APPROVALS AND CERTIFICATIONS•
1. UNIFORM BUILDING CODE (ICB,O) - B FA-285-CARBON Cltt, NEVADA PLANT.
- 3 MASTER PLAN FILE NUMBERS
2. GABLE BUILDINGS
SINGLE SLOPE UILDINGS : M-295140
LEAN-TO BUILDINGS M-295744
3. WISCONSIN-g200802-M, 13 BASIC SMES.
4. Cltt OF CLEVEUWD. OHIO DOCKETS S-52-82.
6: CA�DIAN WELDING BUREAU CY7510N 1 CERTIFICATION AT EL PA50, CARBON CITY &LACROSSE.
7. PLANT CERTIFICATION AT CARBON CITY FOR Cltt OF SEATTLE AND FOR OGDEN, UTAH.
8. CITY OF LOS ANGELES FABRICATORS LICENSE #1390°AT CARBON CITYPLANL '`
9. CITY OF HOUSTON, TEXAS FABRICATOR APPROVAL #478.
10. STANDING SEAM II / STANDING SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 93 AND 210A AS LISTED
IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY.
11. LOC SEAM / LOC SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 238, 238A, 238B, 238C, 331. 332,
336, 435, 451. 487 & 567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY.
12. LONG SPAN / LONG SPAN III PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 71, 161 & 167 AS LISTED IN
UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY.
13. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120 CORPS OF
ENGINEERS GUIDE SPECIFICATION 07416-AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592.
14. 24 GA STANDING SEAM 360'HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120, CORPS OF
ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592.
15. 24 & 26 GA LONGSPAN III HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150.
16. 22 GA LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180 AND HAS BEEN
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BASIC MATERIAL SPECIFICATIONS �o� �S,`
r.
PRIMARY FRAMING T Q® ��/ ��
STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 36. ASTM A 572 GRADE 50 OR 55, �O ��.
o
STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: r, (
A. ASTM A 1011 S5, GRADE 55 �� �+ G�/ `i OO
B. ASTM A 1011 HSLAS, GRADE 55, CLASS 1 ® �m ®q G
_ `
C. ASTM A 572 GRADE 55 (
D. ASTM A 529 CRANE 55 q _Q� �I
�L `� `Oe �0��`
STEEL FOR ENDWALL 'C' SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE 55, OR HSLAS, GRADE 55, CLASS a J GVV `�
4_ Q
STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 500 GRADE B. �� f�V►` ®
SECONDARY FRAMING STEEL GG���\� ` �j- (� E
STEEL USED TO FORM PURUNS, GIRTS, EAVE STRUTS AND 'C' SECTIONS SHALL CONFORM TO ASTM A GLOC@w;�l>Ev�WASSS- 1, OR IF
GALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 55, G90 OR HSLAS, GRADE 55, CLASS 1, C �1�I' ` `i
ROOF AND WALL PANEL MATERIAL
``Q__V
EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: ,,®`�y
PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 7)2 S�fAQE 80.
MATERIAL MAY BE EITHER 26 OR 24 GAGE. `v -
PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 7 2 S, GRADE 50, CLASS 2.
MATERIAL MAY BE EITHER 24 OR 22 GAGE.
PANEL MATERIAL SHALL BE ZINC -COATED EITHER (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80. CLASS 1 OR CLASS 2,
OR HSLAS, GRADE 80. MATERIAL MAY BE EITHER 26 R 24 GAGE.
PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL. COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 50. CLASS 1 OR CLASS 3,
_ MATERIAL MAY BE EITHER 24 OR 22 GAGE.
BRACE MATERIALS:
2050 Cora
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OO Miami,
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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 COMPONENTS FURNISHED BY AMERICAN BUILDINGS
COMPANY SATISFY THE DESIGN RECTIO OF SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS
CERTIFlCA770N EXCLUDES THE ERECTIO OF THE UCTURE. L�
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THE CRANE DATA LISTED BLOW IS INDICATED BY ABC's PURCHASE ORDER
WHICH IS FOR THE PURPOSE OF REINFORCING THE PRIMARY STEEL OF
FRAME LINES 4 THROUGH 7. ABC WILL NOT ASSUME ANY RESPONSIBILITY
FOR CRANE LOADS EXCEEDING THE DATA ALL REACTIONS SHOWN ON
�'S ERECTION DRAWINGS ARE DERIVED FROM THIS DATA
ARE TO BE DESIGNED AND SUPPLIED BY OTHERS THAN ABC.
CRANE SUPPORT COMPONENTS (e.g. BRACKETS. RUNWAY, CONNECTION, ecl) OWNED
MECHANISM TO TRANSFER THE LONGITUDINAL AND LATERAL CRANE FORCES
TO ABC's STEEL IS TO BE DESIGNED AND SUPPLIED BY OTHERS THAN ABC. Yq ,,��,
TYPE OF CRANE :UNDERHUNG BRIDGE 71L• �d7 �!'�i �1QW1U 1L6 jr
CMAA CLASSIFICATION :C a(( `fILfLf�'PPTYYDI
QUANTITY OF
TYPE-BRIDF END TRUCK :2 WHEELS PER END TRUCK
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-
•
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RRACE-CdAFFc•-AciM-A-.>25r - T�NQ-EJ�S-WIRE-CABF.E v -- _ _ - - - - __- - VERTICAL IMPACT FOR SINGLE CRANE _f0_ R - - - -
BC6 = 3/8- DIA BC8 1/2' DI0. 17. 24 GA LOC-SEAM 360 HAS -MET FACTORY MUTUAL STANDARD 4471 UP TO AND. INCLUDING 1-120, CORPS OF ENGINEERS HORIZONTAL IMPACT FOR SINGLE CRANE 10_ Fr
GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. RUNWAY SPAN 24.0/25.0_ FT _ g
18. 24 GA' LOC-SEAM MODIFIED WITH 3M-VHB TAPE A4950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. ALLOWABLE HORIZONTAL DEFLECTION H/ 100_ hglKGt'GTMt c
19. MIAMI-DARE COUNTY, FLORIDA ACCEPTANCE NO. 07-1025.01 - 24 GA STRUCTURAL STEEL 3• X 24' STANDING SEAM 360 CRANE CAPACITY FOR SINGLE CRANE 1.0- TONS t •r.. s•s 7
20. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 07-1025.02 - 22 GA STRUCTURAL STEEL 3' X 24' STANDING SEAM 360 HOIST/TROLLY WT. FOR SINGLE CRANE _254_ LBS _., �• s r$r • F7 f
BRIDGE WEIGHT _2.115_ KIPS
21. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 07-1025.03 - 22 GA. STRUCTURAL STEEL 2' X 16" LOC SEAM 360 WHEEL LOAD FOR SINGLE CRANE-1.805_ KIPS °vV",�!
22. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 06-0612.09 - 24 GA NON-STRUCTURAL (ARCHITECTURAL) METAL ROOFING WHEEL BASE FOR SINGLE
GLE CRANE _6.0- FT + r�i0,A h.
2" X 16' LOC SEAM 360 OVER STEEL DECK. r ^ ;' 9,ax va •�:T.rCmF r
COUNTY,. FLORIDA-ACCEPTANCE NO. -O6-0320.23 --24- GA. NON-STRUCTURAL (ARCHITECTURAL) METAL ROOFING-
"AS -A MINIMUM AND SECONDARY TO MORE STRENUOUS JOB SPECIFIC REQUIREMENTS, PROJECTS LOCATED IN CANADA MUST BE ERECTED WITHIN TOLERANCES AS DEFINED 2' X 16' LOC SEAM 360 OVER WOOD DECK
IN SECTION 29.7 OF SPECIFICATION 516.01 AND PROJECTS IN OTHER LOCATIONS MUST BE ERECTED WITHIN TOLERANCES AS DEFINED IN THE LATEST EDITION OF THE 24. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE N0. 03-0530.03 24 GA STRUCTURAL STEEL 1 1/4' X 36' LONG SPAN III ROOF PANEL
METAL BUILDING SYSTEMS MANUAL, PUBLISHED BY THE MBM0.' 25. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 03-0530.05 24 GA. STRUCTURAL STEEL 1 1/4- X 36' LONG SPAN III WALL PANEL ;_ , �r.4�:•,; "'�`` $ six C
26. MIAMI-DADE COUNTY, FLORIDA ACCEPTANCE NO. 03-0530.04 24 GA STRUCTURAL STEEL 1 1/4' X 36' ARCHITECTURAL III WALL PANEL
27. FLORIDA PRODUCT APPROVAL FOR ROOFING (FL704-R2 AND FL4813-R1), SKYLIGHTS (FL6961-RI AND FL7709-R1), AND
PANEL WALLS FL705-R2 . G �L '" ��-['
NO. REVISIONS MADE CK D DATE ENGR DATE NO. REVISIONS MADE CK D DATE O `J y ` a
ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE "•r=! r '..,'-�'-;�v rC+r..L•
- 1 REVISED FOR CONSTRUCTION - - !TAN 11/24/Q8 JLW srATus - JOS€ VAGA ^"a v
[•] FOR CO NSTRUCTIDN DRAWN BY: H10/08
/MP 11 �ls >y k�
[ ] FOR APPROVAL 9549 RANGELINE RD. B-.SA.Tsvrae urou,P
[ ] FOR PERMIT ONLY CHECKED BY: NTK 11/10/08 PORT ST. LUCIE, FL •,;f ,r'A'F?' jng�
[ ] FOR PRELIMINARY DESIGN APPD BY: JLW 11/10/08 ALLIED STEEL BUILDINGS rDRAWINc4 - REV.NO.
CAD BY: I HMP 1t1929401, obd-1
. . a MF1
ROOF PANELS WALK -DOORS "''''ROOF CURB FRAMING RECENT PRODUCT REVISIONS
TYPES-- CAGEY¢. COLOR:ALCT OTY SIZE TYPE SWING LOCKSET CLOSER COLOR LINER TTIM LINERR SIZES ARE MOE TO INSIDE CURB DIMENSION AS UNDERSTOOD BY THE METAL BUILDING SUPPLIER.THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS
PAINT WARRANTY- NO WEATHERTICHINESS WARRA9M.bQ— OLFRM -- — 3070 — 6070 —S __NL —HG _ —YES —NO _� —YES —NOFORcC: DO NOT CUT LO PURL! SS
CURB
ROOF CURB FRAYOiC �/BY FRAMING UNLESS RELEASED A CERTIFIED DESIGN ENGINEER. SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES.
UL 90 CERDFTCATKIN: NO THE MAGNMJOE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST IRE 1. THINK SAFETY!
—_ — 3070 — 5070 —S __NL —HG — --_ —YES _MD __— YES —NO _—_— CLEARLY SPECIFIED IN THE ORDER DOCUMENTS.
FACTORY MUTUAL CERTIFICATION:. NO -- — 3070 — 6070 __S —NL _NG — _____— —YES _NO YES --NO _--- OTY WIDTH LENGTH SLOPED AT RIDGE
—_ — 3070 — 5070 _S —NL _,G — _-- YES __MO YES
WALL COLOR --- -- --
WALL PANELS
TYPE:--6 PL—__ GAGE-K GO L Br5E:EZ� 2— FRAMED OPENINGS ROOF CUR
INT
PAWARRANTY — OTY WIDTH HEIGHT SILL HEIGHT FR WRAP TRIM LINER TRIM LINER TRIM OTY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR
COLOR
--- 8' 18 Em
'4 1 - %)9.13• —YES _LnO —YES ,X-NO
---- a• ,s
EAVE TREATMENT i _ 3 1 2' 790 j8• --YES -ENO —YES A -No _--
X STANDARD GUTTER W/ DOWNSPOUTS Q&- FT D.C. (MAIL) ' _ B'2• 10�- —YES -X-NO __YES LMO SKYLIGHTS / WALL UGHTS
— FLANGE BACK GUTTER W/ DOWNSPOUTS -- Fr O.C. (MAX) ? 10'2' 1?�-- - --YES -X-NO -_YES &NO - — TRANSLUCENT SKYLIGHTS om_—_ SIZE: TPoY:
— SIMPLE EAVE TRIM 7 2• 8�9-- —YES —NO —YES --NO --__ TRANSLUCENT 4. 5- WALL LIGHTS OTY:— •- - _ -
— DELUXE EAVE TRIP — -_— YES —NO —YES —NO —_-- � .�, •� '
ICE AND SHOW TREATMENT • _ — -- --YES —JW YES —NO _—_ ��-`•"'-�`
FACADE '-
-. YES —JJO —YES —N0. -- _ CLEAR CORNER
TYPE VERT OR. SLOPED HEIGHT .LENGTH. PROJECTION UNDER FACADE UNIT
TRIM COLORS TRY COLORS -- --- --YES —'NO —YES —NO '-- — -- _---- --
-- ---- --YES --NO --YES --NO -
RAKE TRIM: GUTTER / EAVE.— -- --- ---- --__
DOWNSPOUTS: FRAMED .-ii
WINFACLA PANEL TYPE : -_—_— GAGE: —_ COLOR: __�_ TRY COLOR:
DOWS
CORNER: BASE TRW: SOFFIT PANEL TYPE: GAGE: -- COLOR: _-- TRIM COLOR
MISCELL NEO:---- .
115: --___ SELF -FLASHING THETIM-PANE GLASS, BURNISH STATE
BACK PANEL TYPE CAGE: —_ COLOR: _--- TRW COLOR:—
OTY WIDTH HEIGHT LINER TRY LINER TRY
COLOR
PRIMER COLOR _— —YES —NO _
PRIMARY: NO PAINT T -- --- CANOPIES SOFFIT SOFFIT- SECONDARY. NO PAIN—� —� OTY EW SW SLOPE PROJECTION LENGTH UNDER �BEAY PANEL TYPE COLOR
ROOF FASTENERS _-- -- —YES —NO -- — — _--- __--- ---
STANDDIG SEAM I, -- -- —YES —NO -- --- - ---
A. 14 X I SELF DRILL HEX HEAD
B. 14 X 1 SELF DRILL HE% HEAD W/ WASHER --- --- YES —NO EAVE TRIM : _—_ TRW COLOR: DOWNSPOUT ELBOWS ONLY. — DOWNSPOUT RETURN: —
STANDING SEAM M
A. 14 X 1 SELF DRILL HEX HEAD
EL 14 X 1 SELF DRILL HEX HEAD W/ WASHER LOUVER, qH
LONG SPAN III WHITE ADJUSTABLE W/ BIRD SCREEN OTY PROJECTION LENGTH SOFFIT TYPE COLOR
A 12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER SW ___ —_ ----- -----
r EL %14 % 3/4 SELF DRILL HEX READ W/ WASHER OTY WIDTH HEIGHT LINER TRY LAN&
LOC SEAM _—__ YES —NO
A. 14 X 1 SELF DRILL HEX HEAD W/ WASHER DOWNSPOUT ELBOWS ONLY: -- DOWNSPOUT RETURN: _—
B. /14 X 1 SELF DRILL NEX WAD W/ WASHER _— _—__ —YES ---1O FILE C '000 P Y
WALL FASTENERS -- --- —YES —NO EW
--- — '—'--- -----
EN
LONG SPAN II OR ARCHITECTURAL M ---- -- __-- _—YES —NO --- —-----_— ^_ ------
A I14 X , 4 SERF DRILL HEX HEAD THESE PLANS
B. /,4 X 3/4 SELF DRILL HEX HEARD --- -- —� —� PARTITIONS AND ALL PROPOSE
OTY WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR
sHu001T PANEL HEK LINER PANELS -- -- AND SUBJECT TO A D WORK
A. B. f14 X 3/4 SELFDRILLDRILL HEX" D W/ NUT BLANK REQUIRED gy � CORRECTIONS
LOC LENGTH HEIGHT PANEL TYPE C...E COLOR LINER Tfiil TRW COLOR
—YES _—NO --_
TRIM FASTENERS -- - ----- ----- - --- - - ----- --- - --- FIELD INSPECTORS THAT
ALL FASTENERS ARE /14
-YES -FRO --_ MAY BE NECESSARY IN ORDER TO
' a J/4 SELF DRILL ---- '---- -- -- ---- -- -- ---- FASTENER NOTE — —_-- -- — YES —NO COMPLY WITH ALL APPLICABLE CODES.
A : SHEETING/FLASHING TO STRUCTURAL CONNECTIONS — --- —
B SHEETING/FLASHNG TO SHFI:IING/FIASNING CONNECTIONS SPECIAL I�TES
- • ROUND 20' THROAT WHITE VENTILATORS
INSULATIDN BY THE BY METAL EriDG — OUAwnTY _ RIDGE MOUNTED _ SLOPE MOUNTED
--
NONE OTHERS SUPPLIER THICK WIDTH FACE COLOR
R9OF % — -T. -R1- Q — -- - - -
WALLS --&_ ___ __— — — — OTY AT 10' SECTIONS — LINEAR FEET CONTMUOUS
RIGID BOARD:_ ROOF_ WALLS:— BEARING PLATE—_ ROOF JJ1X5
THERMAL BLOCK• BY OTHERS:— ON TYPE MISCELLANEOU5 MATERIAL
IUY THE METAL BUILDING SUPPLIER: —(I- THICK ONLY) — DK-3 1/4- - 4- DIAMETER
a _ .SPACER_SMIP :--- (FOR LOC-SEAM_WITHOUT-INSULATION) DK-5 4' -
OK-T DIAMETER
-- - - -- B 7' - 7" DIAMETER - - - - -- ------ - - - - ----- --- - - - - -- --- - --
r PERMIT USE ONLY
Z O� NOT FOR CONSTRUCTION
NO. REVISIONS - MADE CK-0 I DATE ENGR DATE NO. REVISIONS MID CK 0 I DATE ENOR DATE DRAWING SUBMITTAL
_ I REVISED AND RESUBMIT APPROVALS KA JGl 11/11/08 CHIC 11/12/06SIXIUS
NONE- VM CONSTRUCTION/JOSE VEGA
_.
2 REVISED FOR PERMITS ONLY JEF JMM 11/25/D8 CHIC. „/25/08 I F� �� DRAWN BY: DRR 09/29/08 9549 RANGE LINE ROAD Building Services Group
[•I FOR PERMIT ONLY 13Y CHECKED° 10/02/08 PORT SAINTLUCIE, FL - -
[ ] FOR PRELMWIRIR DESIGN APPD BY. -I CMC 10/02/09
DRAWING. 11924101 ABC-2 REV•N0
CAD BY: 09/30/08 14.07:31 Ver. 31.1 NUMBER' 2
3411 OUT TO OUT OF STEEL
t
A
W5
0
BPOG—A
BPOB—A
NOTE. THE FRAMING AT TWS ENDWALL LINE IS NOT DESIGNED TO
ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO
THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA
AND ARE NOT INTENDED TO IHCUJIOE ANY FUTURE MODIFICATIONS
UNLESS EXPLICITLY NOTED OTHERWISE.
17'5
L
r
. y.
CT
BM —A
0110
00
- - - - - - - - - --- - - - - -
- - - - - - - - -
- - - - - - - - - -
Jci
-
81-02 A
z.
O 0
041
q*
9
J
MI
Hyn
f t A B C
H2 V
Yt
Hyn
/I A e c
142 V
REACTION SCHEMATICS
LOADING
FRAME
UNE 1
A'
B
c
CONDITION
V
(laps)
H2
(laps)
V
(kips)
HI
(Mips) I
H2
(kips)
V
(kips)
H7
(kips)
D
+0.4
NA
+1.0
NA
NA
+0.4
NA
C
NA
NA
+0.1
NA
NA
NA
W11
-0.1
-0.0
L
to
NA
+5.5
NA
NA
to
NA
+2.0
+2.0
-6.9
-8.3
-22.7
-7.7
-85
-10.5
-7.7
w
to
to
to
to
to
to
to
+0.2
+8.3
+10.5
+7.7
+7.6
+10.5
+7.7
y
H2 • MriZontal force perpendicn wubr to the pone of home
LOADING
FRAME
UNE 4
CONDITION
_
A
e
C
(kips)
(laps)
(kips)
(kips)
(•Ps)
(kips)
D
+0.4
NA
+1.1
NA
!A
+0.4
c
NA
NA
+0.1
NA
I"
MA
-0.1
-0.1
L
to
NA
+8.3
NA
K%
to
+2.2
+2.2
-12.1
-8.9
-25.9
-8.9
-7.6
-7.3
w
to
to
to
to
to
to
+12.1
+8.9
+12.1
+8.9
t8b
+0.2
.' . mnsonrw rang -
ow 1 - a
H2 . horizontal force perpendicular to the plane of frame
PORTAL FRAME
H-1
1 2
H2 1.
V
LOADING
CONDITION
COLUNE C. BAY 1-2
I
¢
v
(kips)
HI
(laps)
v
(wpe)
Hi
(kips)
0
+1.0
NA
+1.0
- NA
w
-8.4
to
+8.4
-4.0
to
+4.0
-0.4
to
+8.4
-4.0
to
+4.0
mnzo�nm ures m arof prom or mme
H2 •horizontal rorce� psrp4ndieular to lhs pbm of home
- F1THESE PLANS .AND ALL'
WOE
AND SUBS @ ° O ANY CORRECTIONS
REOIJIRED BY FIELD INSPECTORS THAT
W,Y BE NECESSARY IN ORDER TO
CO1riPLy WITi-I ALL APPLICABLE CO
t Egm
YI
H1y�
7 V A c
H
ING
FRAME LArES 2-3
A
C
CONDITION
V
(kips)
Hl
(laps)
H2
(kips)
V
(kips)
H7
(kips)
D.
+1.7
+0.3
NA
+1.8
-0.3
C
+0.2
NA
NA
+0.2
NA
L
+8.4
+1.7
NA
+8.5
-1.7
-23.8
-12.3
-4.9
w
to
to
NA
-20.0
to
+30
+8A
+12:8"
-25.7
-12.3
-8.3
-4.9
r-,.,
to
to
to
_20.0
to
% braesd
+&0
+B.B
+8.3
+12.8
�
H2 • horGronlol force perpendicubwr to the pone of Grams
REVISIONS MAD CK D DATE0. MADE CK D DATE ENGR DATE DRAMINc SUBMrtfN. SCALE: NONE DATE -
ON DL 09/29/08 CMc l0/02/05 STAB VM CONSTRUCTION/JOSE VEGA
2 REVISED AND RESU9IAT APP1tOYAts IIA JGJ 11/11/OB CMc I1 12 OBc. 1 AD C rVlr ail 1 rOU
3 REVISED FOR CONSTRUCTION JEF JMM 11/25/08 CAC 11/25/08 - FOOR APW OILY
__ 04ECKED 9f. - CH 08/15/08 PORT SAINT LUCIE.-_ FC - - - _ _
[ FOR PERMIT OM.Y
[ ] FOR PRETA-- DESIGN APPD BY: JPC 08/15/08 DRAWING. 1 1924101 AB-2 9REVA;0_�CAD BY: 09/29/08 09:24:29 Ver. 31.1 NUMBER
LINE I 1 GIRT LINE
^ N
� n
m
n
n
N
2
3/4-AB
/` AB 1 1 1 3/4 M 1 1 1
5 6 2
BP01—A BP02—A
378 PLATE 1 2 PLATE
LINE
- I 82 � ^� w®Rta
D ALL PR01 D
THESE PANS � C®RREClICNS
1� i®RS 1HAT
P ND SUS JEC� ®A INSPEC ORDER, �O
92 32 3 z REQUIRED la FIELD OR E C®DES•
V Ilol
? MAV BE N E OPLICA6
C®Mp'L', WjjvA ALL
BP06-A
1 2 PLATE
5 6
t i t t t
1 1 1 3/4-AB 12 12 1 3/4-AB
N
It
_ n
N
m It
- N N
n n
I (y 1 N
t71 cm
GIRT GIRT LINE
LINE-
_
BP08= 6 —
378 PLATE 1 2 PLATE
+ RMcryONS __ WADE CK D
REVISED & RESUBMIT APPRC
REVISED FOR CONSTRUCTION
GIRT LINE 1
N
m
32 1 3 7
td 1 1n
BP03—A
378 PLATE
GIRT LINE1
N � 1•t 2 -I 0i
N
n
m --
M
P 7 3 32 N
n 1 2 3/4-AS
BP04—A
3 8. PLATE
-v
t l:
8
ALL BASE PLATES SIT ON 1'-0'
PEDESTAL ELEV= 29'-6'
BASE PLATE DETAILS
1' 1 2
LANE
1
NE
BP07—A
1 2 PLATE
5
1 12 tt
3/4-AB
N
.-N n
m
^N
n
GIRT
1'1 - LINE
RAWIM ""'"'"M
SCALE: NONE
DATE
STATE
VM CONSTRUCTION/JOSE VEGA
TOR-CONSiRUCI
ttN-Br.
/08
-9549 RA NGEA4NE—ROA
.FOR APPRWAL.. -
I GIECt(ED er: CH-
08/15/oB
PORT -SAINT -LUCIE: FL
FOR PtRMR ONLY
FOR PREWwRY
DESIGN APPO BY: I JPC
08/15/03
BY:
09/29/08 09:24:29
Var. 31.1
DRAWING.
NUMBER' 11924101 AB-3 REKNo.
3
01
12
35 0 1
327116
3 O 3'3(+— 1/16)
T3
5 O 1'11(+- 1/16)
9i 7a 71 1 1 92'
V5 .31 1 16'0 a TO CL OF COLUMN 16'0 a TO CL OF COLUMN
1 NOTE: B XIB' CURB WALL (BY OTHERS I
THIS FRAME MUST NOT BE ERECTED nlUrTHE PIPE AND/OR GIRT STRUT MEMBREFER TO THE ENDWALL ELEVATION AFRAME -UNE-FOR-ANY-REOUIRED-STR
REVISED FOR PERMITS ONLY
34'11 OUT TO OUT OF GIRT LINE
COLUMN & BEAM CROSS SECTION CS01—A
IUCE BOLT TABLE
SIZE DEPTH
X 1 1/4 110 1/
X 1 1/4 1'0 1)
12X2 B1/I
21'10
ntSE PLANS
AND SU�N®�L PROPOSED
WO
REQUIRED ®� CORRECTION RK
Wy EY FIELDANY
O� LY E NECESSAIPY IN ®TORS THAT
iMITH ALL APPL'CALLE E C TO
CODES.
NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED TO d
ACCOMMODATE ANY FUTURE EXPANSION. _
- - - - -- PE --USE-ONLY-
2 D NO FOR CONSTRUCTION
'TAN°�A SUBMITTAL SCALE: NONE DaTE Vm
CONSTRUCTION/JOSE VEGA ,
FOR EDR-CAPPRWONFRUCTM
+ DRR 09/29/08 9549 RANGE LINE ROAD BuildingServices Group
FOR PERMIT ONLY
CHECKED eY: -OC - 10/02/05 PORT SAINT L-FL
L
FOR PREUM[N Y DESIGN APPO BY: I CMC 10/02/08 DRAWING. REVSED
er: 22: oRR o9/z9/oe o9:07 ver.3t.t NUMBER'
11924101 E-01 2
noj aim
3VI I MR TO MIT OFORT UM
D .NOTE FRAME SUM GOeon,SOM RIGID FRAME CROSS SECTION CS02—A
At" wt 11924101A18
nNAE UNE 2
FOR PERMITS ONLY
'2
A
SED-002
I . 3 0 3'3(+'
MFIIAA 3 0 llil 13/
SED-001
T
r r
F8-3-
F ILE CA'O;3" 0 P
F8-4- THESE PLANS AND ALL PRO
O ANY CORRECTIONS POSED WORK
AND SUBJECT T-
.0 g REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
o COMPLY WITH ALL APPLICABLE CODES.
Ln
L-1 W-0101
ala M-0
0"n2
t- F.F. BEV. 2DW6
101 'oil 1 04
Mi CLM 21,1
34'11 OUT TO OUF OF CRT LINE
A
1 (2)
*NOTE: FRAW BRACE OM SCE3 RIGID FRAME CROSS SECTION CS02—A
FRAME IM 11924101.019
nWM UNE 3
PERMITUSE ONLY
NOT FOR CONSTRUCTION
USNG SUBMITTAL SCALE: NONE DATE
STATUS VIVI CONSTRUCTION/JOSE VEGA
FOR-CONST9—RANGE---LINE= R9--7 --80ding—Sefvice"mup—
FOR APPROVAL
FOR PEW ONLY CHECKM BY-1 Ix lalciVos PORT SAINT -LUCIE. FL'
FOR PRELNUIARV oEmGN Am ay!l CUC 10/02/08 DRAWING. REV.110.
11924101 E-02 2
BY: I ORR 09/29/08 09:"-08 Vw. 31.1 NUMBER]
. w 1.11 13/16(+- 1/16)
0
N
12
35'015
S O 1'11(+_ 1/16)
6 O 3'3(+- 1/16)
IWO E TO CL OF COLUMN 16'0e TO CL OF COLUMN
B
34'11 OUT TO OUT OF CRT LINE
COLUMN & BEAM CROSS SECTION CS03-A
FRAME LINE 4
THIS FRAME MUST NOT BE ERECTED WITHOUT
THE PIPE AND/OR CRT STRUT MEMBERS.
REFER TO THE ENDWALL ELEVATION AT THIS
- - -- -FRAME LINE-FOR-ANY-REOUIRED-STRUTS- -
NO. SIGNS-IMADEICKOI DATE I ENGR I DATE IND.!-IONS
IT APPROVALS
-- 2 REVISED FOR PERMITS ONLY
m
Tr
t� -
B
0
iq
1_3 —
0
h
C_ —
0
M
h
C- -
O
•n
102
-
ELEV. 29'2 n
_ o -
9i
7e
A 4 1 1/2 X 1 1/4 1 1.0 1/8 1 19'2 1/4
B 4 1 1/2 X 1 1/4 10 1/8 21'10 '1 4
C 1 41 1/2 X 2 B 1/8 20'6 S/B
wILE COPY
HESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
'OMPLY WITH ALL APPLICABLE CODES,
NOTE: THE FRAMING
AS DEPICTED ABOVE IS NOT DESIGNED TO
ACCOMMODATE ANY FUTURE EXPANSION.
PERMIT USE ONLY
NOT FOR' CONSTRUCTION
PAWING SUBMITTAL
SIAM
SCALE: NONE
I DATE
VM CONSTRUCTION/JOSE VEGA
J�NGC�--LIN€—RO
"
Bui}+E�jnq__$er_vjGe-s Group
OR- a
APPRDVAL
11--W! DRR
s/29/
-FOR
MR1 9urt oNLr
CHECKED fff-I DL
10/02/011
PORT SAINT LUCIE. FL
FOR PRELMENARf
DESIGN APPD Ere.1 CMC
10/02/08
DRAWING.
NUMBER'
11924101 E-03
REVAO.
2
BY: On
09/29/08 09:22:08
Ver.31.1
THIS ROOF SYSTEM DESIGN USES ANTI -ROLL CLIPS
INSTALLED AS SHOWN IN SECTION RF50/AA (uphill)
OR RF50/AAA (downhill) AND RF51/BA ON DRAWING
SED-003.
LOCATIONS ARE INDICATED ON THE ROOF FRAMING PLAN.
Clip Mark Number is: CL-13-
(HIGH SIDE)
SAVE STRUT UNE SEE S.W.
\ ` BC5-28.0
I N
53
53
� \
53
53
53
53
CL-13
CL-13 / \
/ \
CL-13
I
CL-13
PSSGI-25.11 1 2
S1
S1
_
51
Sl
51
51
,
BCS-28.0
\\ /'
I Lill"
\ /
\ /
X
THESE PUNS
AND ALL
PROPOSE® I
VORK
,/ \\
CORRECTIONS
REQUIRItm
BY FIELD 114SPECTORS
AY B
NECESSAR
IN ORDER
•' `�
COMPLY
p
SAVE STRUT LME (SEE S.W.)
1iARY MVZWG 7'6 ie
POINTS
t'1 7
II 1
SI — (2.0)SBA1
S3 — 6C15-3.2 1/4NN
- REVISIONS l .
(LOW SIDE)
0
0
0
0
F3
7'6 E 7,636
1600
(14) REQUIRED
TYPICJAL U.N.
22'6
52
V2 2
W2 2 1 52 2
512
DISCRETIONARY BRACING
POINTS
2-26.200
REGUM
;AL U.N.
22% i
9.5212-29.8OD
CAL U.N.
26'0 3
1' 1 7
2
73'4 OUT TO OUT OF PURLIN LINE
3
4
PURUN LAPS - 5'-0" TYPICx U.N
ROOF FRAMING PLAN RFO1 F-A
- - - -
- -
- - — --- j-�
2
_ O
PERMIT USE ONLY
NOT FOR CONSTRUCTION
DATE—
REVISIONS
REVISED FOR PEFOM ONLY
ZWVMr
JMM
UATE
++ /W
11/25/08
ENGR
CIAC
DATE
11 1z O8
WAWMG SUBWMAL
STATUS
SCALE: NONE
DATE
VM CONSTRUCTION/JOSE VEGA
GE -ROAD, -li
PORT SAINT LUCIE. FL
CMC
11/25/08
O FOR APPROVAL
FOR PRINT ONLY
1 FOR T+aEur+INARr
CAD RY: ORR
_
-'
2
-LEE-
CHECKED ITY.-I OL
10/02/08
DESIGN APPD BY: I CMC
09/26/08 14:42.08
10/02/08
V.Y. 31.1
NUMBER'
11924101 E-04
�
O
(1.5)FOS-14.4
(1)FDE-2
(4)FOC-2
AND RESUBMR FOR
FOR PERMRS ONLY
(HIGH SIDE) I i
LLUW WUL)
73'4 OUT TO OUT OF PURLN LNE
ROOF SHEETING PLAN RF01 S—A
I I
I I
MN
I I I I
3W2 TO CLEAR EDGE OF ROLL -UP DOOR
I 1 I I
I � FlELD CUT
O/S
4
PANEL MGH RIB
— — l
- PERMIT --USE- ONLY— —
NOT FOR CONSTRUCTION
MING SUBMMAL
SCALE: NO
DATE
VM CONSTRUCTION/JOSE VEGA
9_549 RANGE LINE ROAD
PORT SAINT LUCIE, FL - -
--
'Building Services Group
------------ --- -- -- -
- --
FOR CONSTRUCTION
FOR APPROVAL- -
FOR PERWr ONLY
FOR P
BY: I ORR
DRAWN BY: ORR
CHECKED -BY: -°1-- - -
09/29/08
-10/o2/oe
DESIGN APPD BY: CMC
09/29/08 09:22:09
10/02/08
v r. 31.1
DRAWING.
NUMBER'
1 1924101 E-05
REv.No.
2
E-®
THESE PLANS AND ALL PROPOSED RECT ®NS K
AND SUBJECT TO ANY
REQUIRED BY FIELD 6� ®RDER TO RS T
MAY BE NECESSARY
COMPLY WITH ALL APPLICABLE CODES.
�
9.SZ14-17.9P1
—BCB-17.10
I
S41
S4 +� S4
�\`\
I
I
/ /
\ S3
S3
S3
\
-A
\ \
BC8-17.2
\\
PSC41-15.11 1
S2
S2
\` S2
S2
ELEV-40'8
'7
9. 12-16.6 1 2P1 /
8. 12-18.6 1 2P2
N /
CL-4
�
�\ //
I
I
�```
OPEN TO REMAIN OPEN EXCEPT DURING
OPEN TO REMAIN OPEN EXCEPT DURING
PERIODS OF HIGH WINDS
PERIODS OF HIGH WINDS
/ (SEE NOTE)
(SEE NOTE)
N
EC-5002 �\` EI-OtOIA
J A
II EC-5001
�
//
�\
CL_4
1
/ 9.5C14-16.5 1 2P1
9W4-16.6 1 2P2
J
S7
9.504-15.3NN St
`
ELEV. 29'6 S1
ELEV. 29'2 St
9.5C14-15.3NN
T
`
II F. ELEV. 28'6
LL A/E-07 A/E-07
S1 - SC16-2.0 1/22Z
S2 - SC16-2.4 1/4ZZ
S3 - COA430
S4 - CBA-2.3 7/8
NOTE ALL PEDESTAL 1'0 T
I GIRT LAPS - 2'-0' TYPICAL U.N.I
u
THIS ENOWALL FRAME MUST NOT BE ERECTED
WITHOUT THE CROSS BRACING.
REFER TO THE FRAME CROSS SECTION AT THIS
FRAME LINE FOR THE REQUIRED CROSS BRACING.
o
r m
9.SZ14-17.9P2
-� - St 54 54 54 1
inS3 ` \ 53 53 SJ
\
:° / BCB- 7.4 BCB-17.0-=+�
PSC41-15.11 1 S2 S2
a m ` S2 S2
o �
/
r 9 12-15.6 3 4P1 12-16.6 3 4P2 1
N o I N
'CZ19C8-20.1
I N // I
I NN / 1
1 � 1
I OPEN TO REMAIN OPEN EXCEPT DURING NElMAI OPE cE FINGYI
I PERIODS OF HIGH WINDS ODS H
(SEE NOiE) \ (SEE Nom
/
I
I EC-5101 // �+ A � A EC-St0
9.5C14-16.6 1 2P7 I \\CL-4 9.5C14-16.6 / 2P2 J
1•� //// 57 r9.5C14-15.3NN Sl 1 \`` ELEV. 29'8 S1 ELEV. 29'2 S1t9.5C114-15.314N
r-�--------------------ram- -----�--- .---- --r-T-
F.F. ELEV. 28'6
A/E-07 U A/E-07 0 -0
DISCRETIONARY BRACINGI 6'-4a. I 5'-6a' I S'-6 I 5'-6a' I 5'-64' 6-4a'
POSITIONS
9.5214 _17.7P1 9.SZ14 _17_7P2
GIRT IAPS . 2'—O' TYPIGL V-N. ..- ...
WCURB
(TYP.)
34'11 OOT TO OUT OF GIRT LINE I I
34'tI OUT TO OUT OF GIRT LINE
I
St - SC16-2.0 1/2ZZ
S2 - BC16-2.4 1/4ZZ
ENDWALL FRAMING AT FRAME LINE 1 GABLE ANGLE GA-1 TYPICAL AT CORNERS S3 _ 17/e ENDWALL
FRAMING AT FRAME LINE 4 GABLE ANGLE CA-1 TYPICAL AT CORNERS
fNOTE'ALL PEDESTAL 1'0 TYP. (BY OTHERS)
ALL FRAMED OPENINGS MUST BE COVERED AND REMAINED SEALED DURING PERIODS OF HIGH WINDS. ALL
NOTE: 8'K18' CURB WALL (BY OTHERS
- -RUMS-FOR-COVERINr-THF-RE-FRAMED OPENINGS -ARE -NEITHER -DESIGNED NOR SUPPLED BY THE
BUILDING MANUFACTURER, THE DESIGN OF THE FRAMED OPENINGS ACCDUIVS-FOR-THE-HORIZONTAJff ND-
FORCES APPLIED TO AND DISTRIBUTED BY THE COVERING MATERIALS AND DOES NOT ALLOW FOR ANY
CATENARY FORCES FROM THE COVERING MATERIALS.
THE DOOR AND HURRICANE SHUTTER SUPPLIERS ARE RESPONSIBLE TO DESIGN THESE SYSTEMS SO THAT
THEY DO NOT APPLY CATENARY FORCES TO THE FRAMED OPENING MEMBERS SUPPLIED BY THE BUILDING
L✓
�-
MANUFACTURER.
----_-- - --- -- ---
- - -
- - - --
D
PERMIT -USE ONLY___
-
(i- �.
NOT FOR CONSTRUCTION
CK 0
R
BATE
NO.
REVISIONS
WADE
O
DATE
ENGR
DATE
ORAWNG SUBMITTAL
STATUS
SCALE: NONE
DATE
VM CONSTRUCTION/JOSE VEGA
t
REVI= AND RESUBMIT FOR APPROVALSKA
JGI
11/11/08
CMC
11/12/08
[ j FOR CONNs1RUc1Io11
DRAWN BY: ORR
09/29/08
-
-
9549 RANGE LINE ROAD
�RT A�j�T [QCIE FL -
Building Services Group
2
REMSED
-
[•j :Ott PERMIT 014LY
I 1 FOR PRELMNAW
CHECKED -BY: OL--
10/02/08
DESIGN APPO BY.1 CMC
10/02/08
DRAWING.
NUMBER'
11924101 E-06
REV•W
1 2
CAD 8Y: DRR
09/24/08 0995:37
Ver. 31.1
9.5C14 CHANNEL
JAMB SQUEEZE CUP
CL-8
S1
I I
I I
I I
I I
sI I
I 1
g I I
JAMB SQUEEZE CUP �.._
I I
9.5C14 CHANNEL
BOLTS (BY OTHERS)
r •
-•4
TRECR SECTION A -A
k- ram E-06
1
I
1
I
I
I`
(�
^•
o
� � N
�
N
a
a
o
o
e
of
a;
n
a
n
it
a aoil
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I
n a
m
F
N
I
I
FIELD CUT
3.5 FPFV-2 W 3.5 FPEC-1
I.
J FSJt-11.11
I
n
n
n
n
n
al
n
vl
n
m
I N
I
l a
Ci
1
a
l'V
1
a
lV
1
6
lV
I
6
CI
1
6
N
I
a
/V
I
6
IV
1
6
9.
N
I
a
IV
1
6
N
I
d
(3.5)FPFV-2
SHEETING- PACKAGE--MK#--EW01-S--A
O F.L 1
AND RESUBMIT FOR APPROVALS
(4)STRUCTURAL FASTENERS
112X1 1/4
STRUCTURAL BOLTS
1/2.0 X 1 1/4' A325
1/2-0 X 1 1/4' A325
STRUCTURAL BOLTS
(4)STRUCTURAL FASTENERS
012X1 1/4
• CURB
CUT
n
N
N
N
N
N
N
N
N
N
N
N
N
n
n
n
Irl
n
Irl
n
n
n
n
n
n l
{Y
(V
lV
N
N
N
CI
N
fV
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09/29/06
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REVISED AND RESUBMIT FOR APPROVALS
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JGJ
11/11/05
CYC
11/12/05
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11/25/08
CYC
11/25/06
- - - - -
CHECKED BY. -OL- --
10/02/08
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10/02/08
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09/29/08
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09/29/08
10/02/08
VM CONSTRUCTION/JOSE VEGA
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DESIGII APPO BY: CY
09/29/08 09:5"7
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PERMIT USE ONLY
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Building Services Group
ORAwING. -11924101 E-11 RET'