400 Locust Ave - BC03-002710 (PAVILLION) (A)PERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY O WNEJ
ADDRESS
2
0
PHONE NUMBER 467 05&05 empz_Z9
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION VO
PERMIT # 10 DATE '6wn or
PERMIT DESCRIPTION
PERMIT VALUATION —D
SQUARE FOOTAGE
1;
STEEL & HARDWARE SHOP NOTES:IVIP� t
r 1:
'All steel is to be ASTM A-36. Frw n mIT #1���
r rry 2. Steel tubes to be ASTM A-500 Grade B.
3. All welding is to be done in accordance with latest AWS standards.
r If welds are riot. specified, all welds are to develop full strength of all
rr rr component parts.
r rr 4. All bolts to be ASTM A325. I OFFICE C, 310"hyU r
5. All holes in steel to be diameter unless noted otherwise.
„
1" 6. All fabricated steel to be prime painted with a Rust Inhibitive Modified Alkyd
I B-1 516 primer according to steel structures painting council (SSPC-SP2). K.1
MK -1 TS 6 X 6 X .375 rrnr- ERECTION NOTES: CITY OF SANFORD
--rAll steel members must be properly braced until the complete structural system
has been constructed. Correction of minor misfits and a reasonable amount of
SHOP WELD B-4-/ U7 cutting, reaming, redrilliny or alignment with drift pins will be considered a
B-1 TO COL C-1 O.C. �� d legitimate expense of erection. In the event of error, defect in materials, and/or
-- \workmanship of shop work which prevents proper assembling and fitting up of
B parts by the moderate use of drift pins, or a moderate amount of reaming and
slight cutting, immediately report to the seller and obtain seller's approval of the
COL. method of correction.
PLAN NOTE: This building has been designed as a free standing, open structure. If
1/2"O HOLE 0 CENTER walls are to be added, or if the building is to adjoin another structure, or if
OF PLATE PLAN other modifications are to be made, the structure must be re -engineered prior
to these modifications.
TOP BENT PLATE NOT. PLAN
PLAN SHOWN FOR CLARITY, BUT 1, .- '�{ r 3/4"0 x 3" BOLTS _ - �r<r DESIGN CRITERIA:
RUNS FULL LENGTH. CUT �� `'�B-1 A. 2001 FL. BLDG. CODE
ENDS OF BEN f PL. PLUMB. B. Roof DL = 2 psf + weight of steel framing
C. Roof LL = 20 psf Basic. 16 psf W/ 6/12 pitch
- _ B-4 I O O full I O O
D. WL = 110 mph 3 sec. gust. Exp. `c' 1=1.0 GCpi=O
O y [ Q
12
X3.2
22'-08" CEN. TO CEN. OF B-2
0 —�I
2 13/16+
. l 11 -0j 1 -00O _
1 5'-1 5'-11 " 5'-11$" 5,_-1 Fe I
X 5 x I IC -1 1
�S 7 1%'0 HOLES S-3 (2) 3/4 NUTS TO BE WELDED TO SHOP NOTE: t
BACK SIDE OF END PLATE. AFTER 1/4" BO f. PL. TO BE I S-2 B-2 S-2
1 NUTS ARE WELDED, CHECK THAT A CUT TO FIT INSIDE CONN S-2 4— reel d.
BOLT CAN BE THREADED INTO NUTS OF STEEL TUBE. G-1 ` - I - r C-1
(2) 3/4" NUTS TO BE WELDED TO FROM OPPOSITE SIDE OF PLATE �+ 1 - MK -2 WELDED ASSEMBLY
NBACK SIDE OF END PLATE. UTS ARE WELDED, CHECK THATRA BEFORE WELDING PLATE TO TUBE.
CONN S— 1 I-- red' d. 2 - 3/4"0 x 2 1/2" A325 BOLT (WITHOUT NUTS) I _J �\ r� r
BOLT CAN BE THREADED INTO NUTS } oj
8 - 3/4"0 x 3 A325 BOLT (WITHOUT NUTS)
FROM OPPOSITE. SIDE OF PLATE 1 - MK -1 COMPRESSION RING SYMM. ABOUT p W I I I I I I
BEFORE WELDING PLATE TO TUBE. 8 - 3/4"0 x 2" BOLT (WITHOUT NUTS) 2 - --� B-3 1
14'-61„ (-TUBE) - t
S-3 - - - - — S-3
I I
BEAM B-- I 4—REQ D. TOP BENT PLATE NOT
� Q
SHOWN FOR CLARITY. o \ r 4/12
BUT RUNS FULL LENGTH. I U_
IU r
o z v�
SHOP WELD 11 GA. BENT PL. TO — I _ _ _ S-1
TUBE. WELD 11 GA. END PLATE
ONTO ENDS' OF TOP BENT PLATE. N ml DECK co I m DECK m
12 CUT TO SHAPE AS REQ'D.
I
2 13 8
13. ._ .-
O
r
O -TOP OF 121
A_N _ „� .�a�5 _ s-2 SEC'T'IONKC")i
O � I
X 3' 1 I o I 5-3 _ B-3 S-3
O SHOP WELD 11 GA. BENT -
r PL. TO TUBE. WELD 11 GA. �
CUT -�T
END PL. ONTO ENDS OF , � END PLATE 1/8" x
------- TOP BENT PL. CU" f0 r 2 3/4" x 2 3/4". 26 GA. SQ. ROOF PEAK
-, SHAPE AS REQ'D. S EC l IO NrB CENTERED ON END OF TUBE CAP CAULKED AND I Lv r I o
-- -- BEAM B— 4 4— REQ' D. WITH ATTACHED ELF DRILLING PEAK
SCREWS. (DETAILED ON C-1 I S_4 B-2 -4 C-1
(4) 3/4" NUTS TO BE WELDED TO -FOP BENT PLATE NOT �- r 1 O O SH f.2) "' tr>n S-2 _ _ _ S-2
BACK SIDE OF END PLATE. AFTER TUBE PLAN `—' SHOWN FOR CLARITY. I EC -1L SC 1 EC 1R
NUTS ARE WELDED, CHECK THAT A I
BOLT CAN BE THREADED INTO NUTS -
FROM OPPOSITE SIDE OF PLATE I
BEFORE WELDING PLATE TO TUBE. j Ij
�I
II
I II
CENTER END PLATE-
ON
LATE-ON END OF TUBE.
4.. 10'-9"
-`2
.. SHOP WELD 1 B-4 1 O O 1 1'-3' 21'-6" CEN. TO CEN. OF COLS:
TO COL C O.C. I \
24'-0"
TS7x7x.1875-
L_� _ I I I ROOF FRAMING PLAN
1 21'-3" (TUBE) vrr. �ivv % / L _ .__ 1 . 00. i - METAL DECK SUPPLIER TO PROVIDE A UNIVERSAL RIDGE CAP, ATTACHED
6 t ^?l MK -3 (� .__. -_- _ 13�" 34" 1 TO METAL ROOF W/SELF TAPPING SCREWS PER MANUFACTURER'S
` I �� I 1 1 1/8"0 HOLES RECOMMENDATIONS. 78' REQ'D FOR THIS BUILDING.
BEAM B— 2 4-t REQ D. 3/16" �. w/1 /8"�o HOLES
MK -3 �I 1 1 ; DESIGN CERTIFICATION
\\ I C-1 I I I I I II I 4"0 HOLE THIS CERTIFICATION OF DRAWINGS IS FOR THE DESIGN
CRITERIA AS SHOWN HEREIN AND IS VALID ONLY IF
MATERIALS SHOWN ON DRAWINGS ARE FURNISHED BY
\ I I R.C.P. SHELTERS, INC. AND ONLY IF MATERIALS ARE
PAID FOR IN FULL.
It ItCERTIFICATION IS FOR THE ONE 24' x 24' BUILDING T
`� \ ` I►I I I"� .,. BE CONSTRUCTED AT SANFORD, FLORIDA.
i i I I 7/8 b HOLE-
LTOP OF SLAB 4" 4"41- 4" IF DRAWINGS ARE, REVISED AND/OR MATERIALS ARE
S- S 3 I
NOT. FURNISHED BY R.C.P. SHELTERS,
� / I I I I S-4 INC. AND PAID
�. N��' 1 k I I I I 8„ 1 FOR IN FULL, THEN CERTIFICATION BECOMES NULL AND
CENTER END PLATE P Ng' - III I I 8 ON END OF TUBE. ,, i i 1 I! ` 3/4"0 A. B.
IE I_ (N.I.C.) RCP Shelters, Inc. Phone: 772-288-3600
9/16" x 1 1/4" SLOTTED AD.
_ 4' 959 SE Central Parkway Stuart, Fl 34994
HOLES PARALLEL TO TOP. TS 6 x 3 x .1$75 `O ��. \ %`�\ �'
AND BOTTOM OF END PLATE.
`J \ THIS PRINT is THE PROPERTY OF RCP SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT THEIR EXPRESSED WRITTEN PERMISSION.
END PLATE NOT 1 " �f' l CONN S 4 4— re C d. REVISIONS SANFORD HOUSING AUTHORITY
SHOWN FOR CLARITY 4"0 HOLE
NO. DATE BY SANFORD, FLORIDA
1 - MK -3 COVERPLATE
8 1/8"�h. HOLES CONN ►.] c� 4-" re d. 4 - if12 - 14 x )/11 . SELF TAPPING SCREW ' 1
-TUBE)
2 1/2"0 x 6,, .. BOLT .
2 , MK -3 'COVERPLATE
BEAM B--- 3 4- RE D. . .8-, #12 -� 14 -x 3/�" SELF TAPPING SCREW
i
2 AS -24-04
3 DRAWN JLD DATE 6-23-03 PROJECT NO. 03-142 SHEET NO.
CHK D DATE CAD FILE NO.
4 DPS 6--27-03 SH 296OR
5 APPD DATE Joe "°• 4132 R I of 2
,I
2 AS -24-04
3 DRAWN JLD DATE 6-23-03 PROJECT NO. 03-142 SHEET NO.
CHK D DATE CAD FILE NO.
4 DPS 6--27-03 SH 296OR
5 APPD DATE Joe "°• 4132 R I of 2
9" HIP, CAP
80 LN. FT. REQUIRED
INSTALLATION:
FASTEN HIP CAP TO EACH
ROOFING PANEL AT HIGH RIB.
(1) SCREW PER RIB, PER SIDE.
I I I v
L
Pp5 PO GPPS ` 1 3/16" X 24 GA. X 80 KSI MULTI—RIB
��Ft GGF ��1P�PGE PREFINISHED ROOF PANELS (3'-0" COVERAGE
GD �Gr15 �pG PER SHEET) SHALL BE ATTACHED TO THE
' `p� Spy �p ARG p�NQ r�P�G STEEL FRAMES WITH SELF—DRILLING SCREWS
2 -6 p`I L� RN R R� PER ROOF PANEL MANUFACTURER'S PLANS
OPPAGPS 0`I�i�, � AND RECOMMENDATIONS.
FOUNDATION PLAN oRr�E�, �`�R SP`0 C0 GP
G� GgE`IIS PE p GpP 0 G 12
4 A3�g�• I
ROOF PEAK CAP
FABRICATED
FROM ONE PIECE,
BENT TO
SHAPE SHOWN AT RIGHT, &
SEAM SOLDERED.
PAINT
TOUCHED UP AS
REQ'D.
26 GA. SQROOF PEAK CAP
Epp
METAL DECK END CAP—
(SEE EC -2) ROOF HIP CAP
CAULK JOINT IN
SELF DRILLING SCREWS ------- FIELD BY OTHERS
(#12x24x1 1/2" IMPAX/5, 3/8" HEAD),SELF—DRILLING SCREWS
1 EACH SIDE OF MAJOR RIBS ---____(#14x7/8' LAP TEK, 3/8" HEAD)
DO NOT OVER TIGHTEN TO
PREVENT DEFORMING OF
=' _.MATERIAL.
MULTI --RIB
HIP BEAM PREFINISHED
ROOF PANELS:
DECK DETAIL @ HIP BEAM
SECTION LOOKING UP HIP BEAM
24"
- _-----_ - - - - - - - - - - - - - -_-_�,
ON BOTTOM. 1 UIC111.
2"
-----------------------------
Kv
ELE V
1"
METAL DECK END CAP EQ -.1R AS SHOWN
26 GAUGE 4 REQ'D. 1 /4"O WEEP HOLES
METAL DECK END CAP EC -1L OPPOSITE AT 12" 0. C.
26 AUGE 4 REQ'D.
undo
DECK EDGE DETAIL
BEND AS REQ'D TO FORM I I 4„
CORNER CAP. INSTALL I I
OVER METAL END CAPS.
FIELD CUT TO FIT AS 0° — — — — — — — — — — — — —
REQ'D. I w
I
SEAM CAP SC .1
2§ GAUGE 4 REQ'D,
rim n- Tole CAlnc Ac DCn'n
�
I _._•----------_
I �
I I j 0 �♦
PLAN I
I I
22,. I\11,__TEKS SELF DRILLING
I
SCREWS.
UVo
r-
2 2„
CORNER CAP CC -1
26 GAUQE 4 REQ'D
METAL DECK END CAP EC --2
i
26 GAUQ.E , RQQ Q•
I
00
B -2
SEE DECK
EDGE DETAIL
11 �"
12'-0" TO CENTER OF BLDG.
SECTION D
2
a
_I o
�_..______ . 7
I� �I
Q
> <\ o
i� O \�
G ------__—.a
0
24' TOTAL
ROOF PLAN
a 31"
UU
DESIGN PRESSURES FOR COMPONENTS & CLADDING
ZONE
PRESSURE
SUCTION
1
15 psf
24 psf
2
15 psf
�
I _._•----------_
I �
I I j 0 �♦
PLAN I
I I
22,. I\11,__TEKS SELF DRILLING
I
SCREWS.
UVo
r-
2 2„
CORNER CAP CC -1
26 GAUQE 4 REQ'D
METAL DECK END CAP EC --2
i
26 GAUQ.E , RQQ Q•
I
00
B -2
SEE DECK
EDGE DETAIL
11 �"
12'-0" TO CENTER OF BLDG.
SECTION D
2
a
_I o
�_..______ . 7
I� �I
Q
> <\ o
i� O \�
G ------__—.a
0
24' TOTAL
ROOF PLAN
a 31"
UU
DESIGN PRESSURES FOR COMPONENTS & CLADDING
ZONE
PRESSURE
SUCTION
1
15 psf
24 psf
2
I
00
B -2
SEE DECK
EDGE DETAIL
11 �"
12'-0" TO CENTER OF BLDG.
SECTION D
2
a
_I o
�_..______ . 7
I� �I
Q
> <\ o
i� O \�
G ------__—.a
0
24' TOTAL
ROOF PLAN
a 31"
UU
DESIGN PRESSURES FOR COMPONENTS & CLADDING
ZONE
PRESSURE
SUCTION
1
15 psf
24 psf
2
15 psf
51 psf
PLAN OF ROOF PLANE
4—REQUIRED
ENTERPRISE ENGINEERING
CONSULTANTS, LTD.
710 FRENCH STREET
PESHTIGO, WI 54157
FL Corp. Certificate No. F00000005724
FL PE. NO. 20925
My
dl -1 �
�I
RCP Shelters, Inc. Phone: 772-288-3600
959 SE Central Parkway Stuart, Fl 34094
THIS PRINT IS THE PROPERTY OF RCP SHELTERS AND IS NOT TO BE USED,
COPIED, OR REPRODUCED WITHOUT THEIR EXPRESSED WRITTEN PERMISSION.
REVISIONS SANFORD HOUSING AUTHORITY
NO, DATE BY SANFORD, FLORIDA
I 8--14-03 RAR
AS -24-04
2
3 DRAWN JLD DATE 6-23—Q3 PROJECT NO. 03-142 SHEET NO.
4 CHK'D DPS DATE 6-27-03 CAD FILE NO. SH 2960R2
5 AFP '0 DATE JOB NO. 4132 R 2 Of 2
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