HomeMy WebLinkAboutCentral Baptist Church (2)STRAN BUILDINGS
151.3 REDDING DRIVE
/ L AGRANGE, GEORGIA 30240
i
UL C:ERTIFICAT.ION
------------
TO WHOM IT MAY CONCERN: DATE: 06/27/88
RF_: BUILDING DESCRIPTION: CS 100' wide x 100' long x 26' high
LOCATION: Sanford, FL
CUSTOMER: Central Baotist Church
STRAN JOB NO.: 72426
This is to certify that the "Metal Roof Assembly" furnished for
above referenced building qualifies for an Underwriter's
Laboratory Class 90 wind uo.lift rating when constructed in
accordance with details described in UL. Roof Deck. Construction
Number 245. Skylites are excluded from this certification.
Yours truly,
STRAN UILINGS %
erber-•t W. Williams, '. E-
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JOB NUMBER:
BUILDER:
CUSTOMER:
LOCATION:
DESCRIPTION:
IMPORTANT NOTES O
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x t frr ;a « .yi%i ryrt6, r�r Aga P rik ! ,s 4 , i;l
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Xhr�1,±;° # ,t! d �� , . ',G� �' Q%�;,t �I� 5✓- �,,��«{+j, �YXiS/ s c r�:�� ,�N.
THESE.DRAWINGS ARE FOR APPROVAL, NOT FOR CONSTRUCTION. THE BUILDER/CONTRACTOR IS RESPONSIBLE
FOR VERIFYING THE LOCATION AND SIZE OF ALL OPENINGS, THE LOCATION OF ANY STRUCTURE THAT MAY
AFFECT THE NEW STRUCTURE, THAT ALL ACCESSORIES WHICH STRAN BUILDINGS IS TO FURNISH ARE LISTED
CORRECTLY BY SIZE, TYPE, COLOR AND QUANTITY, THAT ALL SPECIAL CONDITIONS ARE SHOWN CORRECTLY
AND WILL ACCOMODATE THE BUILDER/CONTRACTOR'S NEEDS, AND TO VERIFY ALL DIMENSIONS THAT STRAN
BUILDINGS HAS CALLED ATTENTION_TO. APPROVAL OF STRAN BUILDINGS DRAWINGS CONSTITUTES THE
BUILDER/CONTRACTOR'S ACCEPTANCE OF THE STRAN BUILDINGS INTERPRETATION OF THE CONTRACT
PURCHASE ORDER. RETURN OF THESE DRAWINGS, SIGNED BY THE BUILDER/CONTRACTOR, IS REQUIRED
BEFORE FINAL DESIGN AND FABRICATION CAN BEGIN.
STRAN BUILDING'S STANDARD PRODUCT SPECIFICATIONS APPLY AND, UNLESS STIPULATED OTHERWISE IN
THE CONTRACT DOCUMENTS, STRAN BUILDING'S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
TOLERANCES WILL GOVERN THE WORK. (A STRAN BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON
REQUEST.)
IN CASE OF DISCREPANCIES BETWEEN STRAN BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES,
THE STRAN BUILDINGS PLANS SHALL GOVERN.
THE BUILDER/CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION. ALL
INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY STRAN BUILDINGS ARE TO
BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN
CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE PURCHASE
ORDER, STRAN BUILDINGS ASSUMPTIONS WILL GOVERN.
THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND
SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES.
SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE STRAN BUILDING DOES NOT IMPLY OR
CONSTITUTE AN AGREEMENT THAT STRAN BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS .THE ENGINEER
OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA
.ARE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY STRAN BUILDINGS, IN COMPLIANCE WITH ALL
REQUIREMENTS OF THE PURCHASE ORDER.
I
MK21K ?vl TAI, , T RUCTURES
�J iV e,d
�hi��4t�rl
Approved
—-- —
Cott* No.
This drawing must be approved and reifurrlea
before shop drawings or fabrication can begin„
Any later changes,l such as the relocation Of
sash, doors, etc.. made after drawings bWe
been approved by ,you will incur extra exvw
and delay in fabrication.
A minimum engineering charge of $50-0011
be made for revising drawings after this
approval.
APPROVED BY ........................ ........ _...........
..... �-
VATE.._..._._.�._
TYPE:
COLOR:
FINISH:
GAGE:
FASTENER:
TYPE:
FACING:
WIDTH:
THICKNESS:
LIVE
LOAD:
WIND
LOAD:
ADDL
LOAD:
BLDG
CODE:
ACCESSORIES
SEE ACCESSORY LISTINGS ON ATTACHED
ELEVATIONS AND PLAN DRAWINGS.
I
GENERAL NOTES
1® MATERIALS ASTM DESIGNATION
STRUCTURAL STEEL PLATE A-36 MODIFIED
COLD—FORMED LIGHT GAGE SHAPES A-570
BRACE RODS A-572
HOT—ROLLED MILL SHAPES A-36
ROOF AND WALL SHEETING A-446
BOLTS
A-307 AND A-325
FY= 50 KSI (GRADE 50)
FY= 55 KSI (GRADE 50)
GRADES 65, 55, 50
FY= 36, 42, 50 KSI
FY= 40 KSI (GRADE C)
FY= 50 KSI (GRADE D)
FY= 80 KSI (GRADE E)
2. STRUCTURAL PRIMER
SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER WHICH MEETS FED. SPEC. TT—P-636 AND IS
STRAN BUILDINGS COLOR RED OXIDE. THIS PAINT IS NOT INTENDED FOR LONG—TERM EXPOSURE TO
THE ELEMENTS.
3. A-326 BOLT TIGHTENING REQUIREMENTS
ALL HIGH—STRENGTH BOLTS ARE A325—N UNLESS SPECIFICALLY NOTED OTHERWISE.
STRUCTURAL BOLTS SHALL BE TIGHTENED BY TURN—OF—THE—NUT METHOD IN ACCORDANCE WITH THE
EIGHTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS"
PER SECTION 5B. A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY
TURN—OF—THE—NUT METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS.
ALL BOLTED CONNECTIONS, UNLESS NOTED, ARE DESIGNED AS BEARING—TYPE CONNECTIONS WITH BOLT
THREADS NOT EXCLUDED FROM THE SHEAR PLANE. (INSPECTION NOT REQUIRED PER UBC SECT. 306.A,5.2).
4. SECONDARY FRAMING AND COVERING REQUIREMENTS
_. P.C. :GA CODER:
-• CHECKER: RUN. 07/13/88 10:21:02 724
of
STRAN BUILDINGS DESIGN LOADS AND FRAME FOUNDATION LOADS ------
JOB: 7Z4Z6- At
3 A UNIT OF AMCA INTERNATIONAL CORPORATION
PAGE. 9
FRAME NO. f
DATE: 6-22-38
_-
SPAN 100'-0 RIDGE FROG! aaCK BLg15 1 N= 50'-0--
-------- - ------
BACK SIOEWALL HEIGHT = 26'-0 ELEVATION OF FRONT COL =
FRONT SIDEWALL.HEIGHT - 26'-0 BACK ROOF PITCH = 0.2500
12
THIS FRAME REQUIRED ON FRAME ;CINES 2s, 3• 4,
___-_.__.. B A Y._ S P A C T N G.- =.. 25.00 FT. -----
t LOADING: AUD'L DEAD = 3.00 PSF t TOTAL DEAD LOAD = ADD'L DEAD + 2 PSF (PURLINS 6 SHEETING) + FRAME
WEIGHT = 7.21 PSF)
7IVF - 20.00 PSF
R00�-�Q0-i-:_SPECIAL WIND LOAD._AP_P.LICATION•__3ACK_.WA.LL._= 16._00-_P_SF-._5_ACK.._-0 F
-.-.--.--:_-_.
FRONT ROOF 15.00PSF - FRONT O N T WALL = 10.0 0 PSF
THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS APPEAR IN 2 LOAD CASES AS DESCRIBED BELOW:
LOAD CODES <--------------------------------------------- DESCRIPTION --------------------------------------------- >'FACTOf
F• 3r 0t Or. i7 DEAD IOAO f LIVE LOAD + + +
1.OJ
1.33
1925,43, Or 0 DEAD LOAD * SPECIAL WIND BACK + MBMA EP PRESSURE ; +
SUMMARY OF FOUNDATION LOADS:
1. FORCE=KIPS MOMENT=INCH-KIPS
SIDE LOAD COMBINATION HORIZONTAL HORIZONTAL VERTICAL - VERTICAL MOMENT - -
-
IN OUT UPLIFT DOWN t+ COUNTERCLOCKWISE)
BACK SW COL Iv 39 0. 0, 0 - 22.52 - 34.01 0.00
--- 1 s 2 5,p 43 v- 0.- 0.-----19 ___ _ - _2 6.5_T - -0.0.0-
----- - ---- - -
FRONT, SW COL 11 31 0♦ 0r 0 - 22.52 - 34.01 0.00
1#25s431 0, 0 2.56 -- 9.15 - 0.00
MAXIMUM FOUNDATION LOADS:
I*- MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE
2. MAX FOUNDATION LOADS ARE NOT FACTORED FOR ANY LOAD CASE
SIDE HORIZONTAL HORIZONTAL VERTICAL VERTICAL MOMENT
i IN OUT UPLIFT DOWN (' + COUNTERCLOCKWISE)
BACK SW COL 19.33 22.52 16.57 34.01 0.00
FRONT Sri COL . ---- --2.56 ---- 22.51-- ---__9.15---__. __34..01__. _-0.0D_.- --- ----
-_..._--. ----- --- --
SUMMARY OF BASE PLATES:
SIDE <------ SASE PLATE DATA -------> <------ ANCHOR BOLT DATA ------>
MARK NO. WIDTH TK LENGTH NUMBER SIZE
BACK-- _-- BR -[)09313 --___ 9.0 O_ X__ 3/ 8_ X__13.0 0. --------_.--
FRONT .8P-009313 9.00 X 3/0 X 13.00 (4) 1 DIA. A36
I
1
STRAN BUILDINGS
A UNIT OF AMCA INTERNATIONAL. CORPORATION
FRAME NO. 2
-- -SPAN -------_ —.. _----- =-- 1000-0 J
BACK SIDEWALL HEIGHT = 261-0
FRONT SIDEWALL HEIGHT = 26'-0
.__-_---BUILDING. LENGTri
THIS FRAME REQUIRED ON FRAME LINES 11
SAY SPAC TNG = 17.50 FT_
LOADING: ADO'L DEAD =
LIVE -
--_ _ W I N 0
rA... r -
DESIGN LOADS AND FRAME FOUNDATION LOADS
RIDGE FROM SACK BLDG LN= 504-0
ELEVATION OF FRONT COL =
BACK ROOF PITCH = 0.2500 : 12
FRO NT__RO0F___P_LTCH___-
5r
JOB: 72426
PAGE:
DATE: 6-22-88
3.00 PSF ( TOTAL DEAD LOAD = ADD*L DEMO + 2 PSF (PURLINS 6 SHEETING) + FRAME WEIGHT = 7.53 PSF)
20.00 PSF
22.00-PSF _ -_-
WIND LOAD--APPLICAT ION__-BACK_.WALL._�_-16.00_.
P -SF - BAC.K__ROclF
20v0.0�_F
FRONT ROOF
= 15.00
PSF - FRONT
WALL =
10.00 PSF -
THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS
APPEAR
IN 2 LOAD
CASES AS
DESCRIBED BELOW:
LOAD CODES <-------------___________...._____________.._____
DESCRIPTION
--------------------------------------------->FACTOF
It 3, Or Or 0 DEAD LOAD
+ L'IVE LOAD
+
+ + 1.00
I*Z5r439 Or 0 DEAD LOAD
+ SPECIAL WIND
BACK +
MBMA EP PRESSURE
+ + 1.33
SUMMARY OF FOUNDATION LOADS:
I. FORCE=KIPS MOMENT=INCH-KIPS
SIDE LOAD COMBINATION
HORIZONTAL HORIZONTAL-
VERTICAL
VERTICAL
MOMENT
IN
OUT
UPLIFT
DOWN
I+ COUNTERCLOCKWISE)
BACK SW COL 1, 39 Or Or 0
-
0.76
-
4.83
0.00
FRONT SW COL It 3v 0, Or 0
-
0.76
-
4.83
0.00
1rZ5,43r Or U
-
3.45
-
1.66
0.00
INT COt 0, I It 39 09 0, p
-
_ _-.. ---
--_- ---
7.91
0.00 AT 25.004 FROM BACK BLDG LINE
1r25943t Or 0
-
-
0.98
-
0.00
INT COL 2 I• 3, Or 0, 0_
- ---
-
- -
-
_-_ O.QO._ AT 50.00' FROM BACK BLDG LINE.
1925,43. 09 U
--
-
3.81
-
0.00
INT COL 3 IF 3r 0r 0, 0
-
-
-
7.91
0.00 AT 75.00* FROM SACK BLDG LINE
Ir25r43r Or 0
-
-
5.13
-. -'
--- - 0.00 - -
MAXIMUM FOUNDATION LOADS:
JOB: 72426 A
PAGE: 20
DATE: 6-22-88
STRAN BUILDINGS
DESIGN
LOADS
AND FRAME
FOUNDATION
LOADS
}
A UNIT OF AMCA INTERNATIONAL
CORPORATION
FRAME NO. 2
BAY SPACING-�TZ.50 FT.
-
_SUMMARY OF_.BASE_. PLATES:..__—._--
}
SIDE
<------ BASE
PLATE
DATA
------->
<------
ANCHOR BOLT
DATA ------>
�__ -- -----
MARK NO.
WIDTH
TK
LENGTH
NUMBER
SIZE
BACK
BP-AC8308
8.00 X
3/8
X~ 8.00
_ (2)
3/4
DIA. A36
y
FRONT
SP-AO8308
8.00 X
3/8
X 8.00
(2)
3/4
DIA, A36
INTERIOR COLUMN a I
BP -J08308
8.00 X
3/8
X 8.00
(2)
3/4
DIA. A36
_— INTZRIOR_COLDM,i1_�—Z.._..Br-JO8308_
__f�..!3Q_X-3/3_X
__.8.00._
t21_.
/4_DIA.__A3.6
INTERIOR COLUMN '; 3
3P-JOB308
8,00 X
3/8
X 8.00
121
3/4
OIA. A36
}
}
JOB: 72426 A
PAGE: 20
DATE: 6-22-88
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Received
1
Checked
F AME LINEN.4
Approved
Code No. __
D
This drawing; roust be approved and returned
before shop (lra ,,,ir?.gs or fabrication can begin,
Any
later changes, such as the relocation of
a
N1Q-
n
I S I EWALL a
z
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a
I SID WALL a
1�
=_FINI$HEQ FLOOR
-
OUTSET
(u
(BUILDER)
T_ ELEVATION
1/2"
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—
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1 1/2" X 1 1/2"
z Ot
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FOUNDATION NOTCH
2 1/2"�. 2 /2"
w
2 1/2" 21/2Is
T T P r ANCHOR
T ! P I CAL COLUMN
�
3/4" DIAM. A-36 A. BOLTSI
B
I 3/4" DIAM. A-36 A. BOLTS
C
1" DIAM. A-36 A. BOLTS
BOLT PROJ.
�IA�� PLATE DETAIL.
11
in
r
GENERAL NOTES
1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS.
2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER AISC SPECIFICATIONS
(FY = 36 KSI). ANCHOR BOLT LENGTH AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS TO
FOOTINGS ARE TO BE DETERMINED BY OTHERS.
S. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS.
4. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE ACCURATELY PLACED AS
SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT.
5. ALL DIMENSIONS SHOWN ARE TO BUILDING LINE STRUCTURAL AND DO NOT INCLUDE FOUNDATION NOTCH.
0—
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8W X
DET.
0
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0
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0
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0
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8W X
DET. A
FINISHED FLOOR ELEV.
AND BOTTOM OF BASE
PLATE ASSUMED AT
100'-0" UNLESS
OTHERWISE NOTED.
2
FRAME AT FRAME LINE
2 TYPICAL AT
FR
1 AME LINES 2 - 4
25'-0 I 25'-0
-
4
T3 5
100'-0 BL TO BL I
25'-0
25'-0
X 8L
T. A
0
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0
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0
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X 8L
DET. A
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0
'UILDFR -NTE
THIS ANCHOR BOLT PLAN IS FOR, PPRQNLY
FINAL DESIGN MAY ALTER" SOME'. -"SETTINGS.
STRAN BUILDINGS ' I LnQT_D B PQN.�J.
FOR ANCHOR BOLTS SET. ACCORDING TO THIS
DRAINING. ,
THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1
REMAINS THE PROPERTY OF STRAN BUILDINGS, 1\
A UNIT OF ANCA INTERNATIONAL CORPORATION. IT IS ) ANCHOR BOLT LAYOUT'\
PROVIDED SOLELY FOR ERECTING THE BUILDING DE- / /l�j
SCRIBED IN THE APPLICABLE PURCHASE ORDER AND BUILDER CUSTOMER LOCATION
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV-
AL OF STRAN BUILDINGS. MARK METAL STRUCTURES INC. CENTRAL BAPTIST CHURCH SANFORD, FLORIDA
THE GENERAL CONTRACTOR ANO/OR ERECTOR IS SOLELY ^V REV DATE BY DESCRIPTION DR. BY DATE
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN- � � STRAN
SHIP IN ERECTING THIS BUILDING IN CONFORMANCE ✓ J-} �� 02 P OV L E,} b 7/ 8/88
WITH THIS DRAWING, DETAILS REFERENCED IN THIS BUILDINGS
DRAWING, ALL APPLICABLE STRAN ERECTION CK.BY SCALE
GUIDES, AND INDUSTRY STANDARDS PERTAINING TO IS DRAWING IS SEALED ANCA
PROPER ERECTION, INCLUDING THE CORRECT USE OF CiNLY AS TO THE COMPONENTS N. T. S. INTERNATIONAL
TEMPORARY BRACING. FURNISHED BY STRAN
P.0 GA CODER:
NBNA
I- I
JOB NO.
72426
DRAW INO
r OF�
Alm
A
CHECKER: RUN.' 7/ 8/88 11:29''
MARK METAL STRUCTURES
Received
Checked
Approved
Code No. __
D
This drawing; roust be approved and returned
before shop (lra ,,,ir?.gs or fabrication can begin,
Any
later changes, such as the relocation of
sash, doors, etc., made after drawings have
been
approved by you will incur extra expense
and delay irr, fabrication.
A minimum engineering charge of $517,00 will
be
made for revising drawings after this
approval,
APPROVED BY.....,..,.,�-.
(BUILDER)
'UILDFR -NTE
THIS ANCHOR BOLT PLAN IS FOR, PPRQNLY
FINAL DESIGN MAY ALTER" SOME'. -"SETTINGS.
STRAN BUILDINGS ' I LnQT_D B PQN.�J.
FOR ANCHOR BOLTS SET. ACCORDING TO THIS
DRAINING. ,
THIS DRAWING, INCLUDING THE INFORMATION HEREON, 1
REMAINS THE PROPERTY OF STRAN BUILDINGS, 1\
A UNIT OF ANCA INTERNATIONAL CORPORATION. IT IS ) ANCHOR BOLT LAYOUT'\
PROVIDED SOLELY FOR ERECTING THE BUILDING DE- / /l�j
SCRIBED IN THE APPLICABLE PURCHASE ORDER AND BUILDER CUSTOMER LOCATION
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV-
AL OF STRAN BUILDINGS. MARK METAL STRUCTURES INC. CENTRAL BAPTIST CHURCH SANFORD, FLORIDA
THE GENERAL CONTRACTOR ANO/OR ERECTOR IS SOLELY ^V REV DATE BY DESCRIPTION DR. BY DATE
RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMAN- � � STRAN
SHIP IN ERECTING THIS BUILDING IN CONFORMANCE ✓ J-} �� 02 P OV L E,} b 7/ 8/88
WITH THIS DRAWING, DETAILS REFERENCED IN THIS BUILDINGS
DRAWING, ALL APPLICABLE STRAN ERECTION CK.BY SCALE
GUIDES, AND INDUSTRY STANDARDS PERTAINING TO IS DRAWING IS SEALED ANCA
PROPER ERECTION, INCLUDING THE CORRECT USE OF CiNLY AS TO THE COMPONENTS N. T. S. INTERNATIONAL
TEMPORARY BRACING. FURNISHED BY STRAN
P.0 GA CODER:
NBNA
I- I
JOB NO.
72426
DRAW INO
r OF�
Alm
A
CHECKER: RUN.' 7/ 8/88 11:29''
W
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NOTE: SAG ANGLES THIS
BAY ARE TYPICAL FOR ALL
BAYS 16 FT. OR GREATER
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SA -4
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GENERAL NOTES
1. ROOF PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL
SYSTEM. UNAUTHORIZED REMOVAL OF ROOF PANELS IS
PROHIBITED.
2. UNLESS NOTED, USE 1/2" DIA: X 1 1/4" A307.BOLTS FOR:
A) FLANGE BRACE TO PURLIN CONNECTION-
B) PURLIN LAP CONNECTION
3. UNLESS NOTED, USE 1/2" DIA. X 1 1/4" A307 BOL'TS'FOR:
A) PURLIN TO FRAME CONNECTIONS
B) FLANGE BRACE TO FRAME CONNECTIONS
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100'-0
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NE5A2410 46'
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and delay in fabrication.
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NOTE: SAG ANGLES THIS
BAY ARE TYPICAL FOR ALL
BAYS 16 FT. OR GREATER
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SA -4
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GENERAL NOTES
1. ROOF PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL
SYSTEM. UNAUTHORIZED REMOVAL OF ROOF PANELS IS
PROHIBITED.
2. UNLESS NOTED, USE 1/2" DIA: X 1 1/4" A307.BOLTS FOR:
A) FLANGE BRACE TO PURLIN CONNECTION-
B) PURLIN LAP CONNECTION
3. UNLESS NOTED, USE 1/2" DIA. X 1 1/4" A307 BOL'TS'FOR:
A) PURLIN TO FRAME CONNECTIONS
B) FLANGE BRACE TO FRAME CONNECTIONS
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and delay in fabrication.
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be made for revising drawings after this PANEL.:
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F S•TRAN BUILDINGS,
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A UN I7. GF,_AMCA.INTERNATIONAL CORPORATION.._IT.IS
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SHALL NOT. BE MODIFIED, REPRODUCED OR USED FOR „.
NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. '
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A'rninimurn engineering charge of $50.00 will Checked
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F F I I E r PART LENGTH (FT - IN = EIGHTHS)
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G OAGE - 10 (E.G., 0=6 IS 16 GAGE) i` (BUILDER)
ALL Z'S ARE 8" OP. W/ 2 1/2" FLANGES.
ALL C' 5 ARE 8" OP. W/ 3" FLANGES.
GENERAL NOTES
FIELD LOCATED ACCESSORIES THIS DRAWING, INCLUDING THE .INFORMATION HEREON,'
1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THEN"SPECIFICATION FORQTY MARK. NO. DESCRIPTION
REMAINS THE PROPERTY OF'�STRAN BUILDINGS, 1'ig
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STRUCTURAL JOINTS USING ASTM A326 OR A490 BOLTS" SECTION 5(C) "TURN -OF -NUT TIGHTENING" A UNIT.EREOTION DAW:TNOF.AMCA INTERNATIONAL CORPORATION..IT ISPROVIDEQ SOLELY FDR ERECTING THE BUILDING DE- ) .:: USE 1/2" DIAMETER A-307 BOLTS FOR ALL GIRT, JAMB, AND HEADER CONNECTIONS. SCRIBED_IN THE,.APPLICABLE PURCHASE ORDER AND
SEE JOB DETAILS FOR BOLT LENGTHS. SHALL -NOT BE MODIFIED, REPRODUCED OR USED FOR „ (� BUILDER CUSTOMER LOCATION JOB NO.
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2 26
4. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY REV DATE BY DESCRIPTION OR. BY DATE DRAWING
PRIOR AUTHORIZATION IS PROHIBITED. RESPONSIBLE FOR ACCURATE, 0000 QUALITY WORKMAN - `
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KEY ' T 0 'PART MARKS Any later changes, such as the relocation of
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X X X X F F I I E G been approved by you will incur extra expense Received
X X X X = R (Z GIRT) and delay in fabrication.
A'rninimurn engineering charge of $50.00 will Checked
C (CGIRT) made ade for revising drawings, after this
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DH (C OR HEADER)
F F I I E r PART LENGTH (FT - IN = EIGHTHS)
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ALL Z'S ARE 8" OP. W/ 2 1/2" FLANGES.
ALL C' 5 ARE 8" OP. W/ 3" FLANGES.
GENERAL NOTES
FIELD LOCATED ACCESSORIES THIS DRAWING, INCLUDING THE .INFORMATION HEREON,'
1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THEN"SPECIFICATION FORQTY MARK. NO. DESCRIPTION
REMAINS THE PROPERTY OF'�STRAN BUILDINGS, 1'ig
G-
2,.
STRUCTURAL JOINTS USING ASTM A326 OR A490 BOLTS" SECTION 5(C) "TURN -OF -NUT TIGHTENING" A UNIT.EREOTION DAW:TNOF.AMCA INTERNATIONAL CORPORATION..IT ISPROVIDEQ SOLELY FDR ERECTING THE BUILDING DE- ) .:: USE 1/2" DIAMETER A-307 BOLTS FOR ALL GIRT, JAMB, AND HEADER CONNECTIONS. SCRIBED_IN THE,.APPLICABLE PURCHASE ORDER AND
SEE JOB DETAILS FOR BOLT LENGTHS. SHALL -NOT BE MODIFIED, REPRODUCED OR USED FOR „ (� BUILDER CUSTOMER LOCATION JOB NO.
;,.
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV
3. SEEJOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATIONS. AL OF STRAN BUILDINGS. MARK'hETAL STRUCTURES INC. CENTRAL' BAPTIST CHURCH SANFORD FLORIDA �}
2 26
4. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY REV DATE BY DESCRIPTION OR. BY DATE DRAWING
PRIOR AUTHORIZATION IS PROHIBITED. RESPONSIBLE FOR ACCURATE, 0000 QUALITY WORKMAN - `
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' MARS( METAL STRUCTURES
Any later changes, such as the relocation of
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ALL CIS,: ARE 8" OP. W/ 3" FLANGES. _..�
THIS DRAWING, INCLUDING THE INFORMATION HEREON
GENERAL NOTES FIELD LOCATED ACCESSORIES r'
1. A325 HIGH STRENGTH BOOTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR REMAINS THE PROPERTY OF STRAN BUILDINGS,''
QTY MARK. NO. DESCRIPTION A OV I ED SOMCA _INTERNATIONAL CORPORATION -.,IT. IS ,E REC T I O N D RAW I NG
II "STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" SECTION 6ICl "TURN -OF -NUT TIGHTENING". PROVIDED SOhELY.,FOR ERECTING THE BUILDING DE-
2. USE 1/2" DIAMETER A-307 BOLTS FOR ALL GIRT, JAMB, AND HEADER CONNECTIONS. SCRIBED IN THE -APPLICABLE PURCHASE ORDER AND •' �, � ` i
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
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4. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. ;REMOVAL OR ALTERATION WITHOUT THE GENERAL CONTRACTOR ANO/OR ERECTOR IS SOLELY REV DATE BY DESCRIPTION DR.BY DATE DRAWING
PRIOR AUTHORIZATION IS PROHIBITED. RESPONSIBLE:FOR ACCURATE RUALITY,WORKMAN- �� STRAW
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GENERAL NOTES FIELD LOCATED ACCESSORIES r'
1. A325 HIGH STRENGTH BOOTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR REMAINS THE PROPERTY OF STRAN BUILDINGS,''
QTY MARK. NO. DESCRIPTION A OV I ED SOMCA _INTERNATIONAL CORPORATION -.,IT. IS ,E REC T I O N D RAW I NG
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SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR
BUILDER CUSTOMER LOCATION JOB N0.
SEE JOB DETAILS FOR BOLTS LENGTHS. I,� ,: � •,
ANY oTHER''PURPOSE WITHOUT PRIOR'WRITTEN'APPROV-
3. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATIONS. AL OF, STRAN• BUILDINOS. ' MARK METAL STRUCTURES INC. CENTRAL BAPTIST CHURCH SANFORD, FLORIDA 72426
4. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. ;REMOVAL OR ALTERATION WITHOUT THE GENERAL CONTRACTOR ANO/OR ERECTOR IS SOLELY REV DATE BY DESCRIPTION DR.BY DATE DRAWING
PRIOR AUTHORIZATION IS PROHIBITED. RESPONSIBLE:FOR ACCURATE RUALITY,WORKMAN- �� STRAW
SHIP IN ERECTING THIS BUILpING IN CONFORMANCE • 5B 7/
WITH THIS DRAWING, DETAILS REFERENCED IN THIS B
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ALL BOLTS SHOWN HWO0821 UNLESS NOTED ON ROOF FRAMING SEE ROOF FRAMING FOR NK. NO. i
UNLESS NOTED ON ROOF FRAMING ALL BOLTS SHOWN HW00821'UNLESS ''NOTED ON ROOF FRAMING
` • INTERMEDIATE FRAME
. a
INTERMEDIATE FRAME PURLIN,
INTERMEDIATE FRAME
1 1 _911 11-011 1 _0 1, _9.. _ 2 ,9�� AT 8" ��PURL INS
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— SAG ANGLE RAFTER FLANGE STRUT PURLIN
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I. RAFTER RAFTER FLANGE
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PURLIN TO INTERIOR FRAME RSO1 PURLIN TO INTERIOR FRAME RSO1 PURLIN TO PRIMARY END FRAME R!S3
2 SAG ANGLE CONNECTIONS RS21,
sEORi=> 8" PURLIN LAP END BAY S ? 8" CONTINOUS PURLIN INTERIOR BAY S 1 8" & 10" PURLINS GABLED BUILDING S1
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RAFTER OR ROD NUl
COLUMN WEB Approved
Code No.
WEB
SLOT
(4) HW0 0 459 BOLTS This drawing must be approved and returneo
BRACE ����`,.;: before shop drawings or fabrication can begin.
ROD Any later changes, such as the relocation of 4
sash, doors, etc., made after drawings have
been approved by you will incur extra expense
and delay. in fabrication.
1 1/2" A minimum engineering charge of $50.00 will
HILLSIDE
be made for revising drawings after this
WASHER approval.
APPROVED BY ... ................. .........................
HILLSIDE (BUILDER)
WASHER NIPPLE DATE ,..
EAVE MEMBER INTERIOR FRAME RS11 BRACE ROD WBO1
8" & 10" WITH OUTSET GIRTS LOW EAVE S1 CONNECTION WITH HILLSIDE WASHER
=S1
ALL BOLTS SHOWN HWO0821 ALL BOLTS SHOWN HWO0821
FLANGE `BRACE
(IF. REQUIRED)
PURLIN Q ALL BOLTS SHOWN HW00821-
INTERMEDIATE FRAME II I ENDWALL
STEEL !
INTERMEDIATE FRAME INTERIOR BAY END BAY LINE
`+ 11-911, 1 0 11-011 , 0 1 0 1' —9"
• 1 1„ �-----RAF R `�,` - I I 6 , �
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FOR LOCATIONS
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ALL BOLTS SHOWN, H^
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ALL BOLTS SHOWN HWO0821 UNLESS NOTED ON ROOF FRAMING SEE ROOF FRAMING FOR NK. NO. i
UNLESS NOTED ON ROOF FRAMING ALL BOLTS SHOWN HW00821'UNLESS ''NOTED ON ROOF FRAMING
` • INTERMEDIATE FRAME
. a
INTERMEDIATE FRAME PURLIN,
INTERMEDIATE FRAME
1 1 _911 11-011 1 _0 1, _9.. _ 2 ,9�� AT 8" ��PURL INS
INTERIOR BAY END BAY E.W. STEEL LINE 1 1 3 3 AT.10 PURLINS]
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POO 0 1 -911 21-011 i _p �� 1 _9
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PURLIN TO INTERIOR FRAME RSO1 PURLIN TO INTERIOR FRAME RSO1 PURLIN TO PRIMARY END FRAME R!S3
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sEORi=> 8" PURLIN LAP END BAY S ? 8" CONTINOUS PURLIN INTERIOR BAY S 1 8" & 10" PURLINS GABLED BUILDING S1
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STRUT PLATE NK EPP BOLT TO
�Ii+ � � 'G~� r�� STRucTURE&
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(4) HWO0821 BOLTS WASHER
Checked'•
RAFTER OR ROD NUl
COLUMN WEB Approved
Code No.
WEB
SLOT
(4) HW0 0 459 BOLTS This drawing must be approved and returneo
BRACE ����`,.;: before shop drawings or fabrication can begin.
ROD Any later changes, such as the relocation of 4
sash, doors, etc., made after drawings have
been approved by you will incur extra expense
and delay. in fabrication.
1 1/2" A minimum engineering charge of $50.00 will
HILLSIDE
be made for revising drawings after this
WASHER approval.
APPROVED BY ... ................. .........................
HILLSIDE (BUILDER)
WASHER NIPPLE DATE ,..
EAVE MEMBER INTERIOR FRAME RS11 BRACE ROD WBO1
8" & 10" WITH OUTSET GIRTS LOW EAVE S1 CONNECTION WITH HILLSIDE WASHER
=S1
ALL BOLTS SHOWN HWO0821 ALL BOLTS SHOWN HWO0821
FLANGE `BRACE
(IF. REQUIRED)
PURLIN Q ALL BOLTS SHOWN HW00821-
INTERMEDIATE FRAME II I ENDWALL
STEEL !
INTERMEDIATE FRAME INTERIOR BAY END BAY LINE
`+ 11-911, 1 0 11-011 , 0 1 0 1' —9"
• 1 1„ �-----RAF R `�,` - I I 6 , �
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I.F. COLUMN I . F. COLUMN
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(4) W00459 BOC TS _ — — — — — — — — — - N
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SEE CROSS SECTION FLANGE BRACE
FOR LOCATIONS
SEE CROSS SECTION SIDEWALL STEEL LINE 1_1
FOR LOCAT I ONS
(FOLLOW LEFT TO RIGHT) -.,�
ENDPOST TO��R I MA END F-�AM�� EF0 2 OUTSET GIRT AT I NTER I OR ,COLUMN OUT T G
WSO1 SE
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SEOWF1 BUILT—UP COLUMN OU SET GIRTS�.� S 3 CONTINUOUS .LAP`$," ZEE INTERIOR BAY CONTINUOUS LAP 8" ZEE END BOY a INTERIOR FRAME COLUMN R" 7FF rTRTS y
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1:12 SLOPE = 5 5/8 5 '1/211
2:12 SLOPE = 5 7/$" 5 1/8
ALL BOLTS SHOWN HWO0821 3:12'.SLOPE =,5 5/8" 4 7/8"
4:18, SLOPE ,= 5 3/8" 4, 5/$'8
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ATTACH GUTTER STRAP W/(2)
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SCREWS 4" O.C.• RIDGE CLOSURE
BETWEEN PURLINS HW10885
HWO0746 TAPE SEALANT
STARTER PANEL FEMALE RIB
SEE ROOF PANEL SR100 ROOF PANEL RIDGE CAP
„
LAYOUT FOR PC. MARK HW10859 CLOSURE TAPE SEALANT HI—SIDE EAVE TRIM_ OR TRANSITION CAP TRIM
HW10823 ,
PLUG WITH CLOSUREO &B RIDGE DGEN CAP
TUBE SEALANT'
PANEL END STIFFENER SR -100 ROOF PANEL
RAKE FASCIA CLIP HW10884 W/ MK»HW10881
RKF (2) HWO0665 SCREWS
— ROOF STITCH FASTENERS
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- HWO0655
TAPE SEALANT -- .-
WALL STRUCT SCREWS HWO0740 PANEL STIFFENER
12" O.C. HW10881 RIDGE CLOSURE HW10885`
j PANEL CLIP 1 ' _2,. 1-8. „•
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2k 3 3 3 3 3 2b PANEL END STIFFENER HW10881
APPLY A 4 LONG PIECE
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SCREWS 12"O.C. EGS TAPE MASTIC HWO0745 CLIPS HW10884 W/ TYPICAL FASTENER PLACEMENT
ROOF STITCH FASTENERS (2) HW0066$ SCREWS •
(8 PER PANEL HWO0655) AT (20" O.G.) TVP.
RAKE TRIM PARTIAL SHEETED E . W'.
RC05 RIDGE CAP RC01 ROOF PANEL ENDLAP RCO2 EAVE SEALANT DETAIL EO36 RIDGE CLOSURE COVER TRIf1SR100 ROOF SA,SR & SS WALLS SR100 ROOF RIDGES ?. S 2 SR100 ROOF SR -100 ROOF PANELS2 SR -100 ROOF
ROOF STITCH SCREWS AT 4" O.C.
HW10$19,CL05URE PLUG WRAPPED
WITH HW00740 MASTIC MARK METAL STRUCTURES. -
(2) RCC01 CLOSURES — FIELD GUT CLOSE ALL MINOR RIBS •
AS REQUIRED AND LAP WITH (2)
ROOF STITCH SCREWS W/HW00741 TAPE SEALANT
(USE PIECES APPROX.
Received
ROOF STITCH SCREWS AT 611 O.C. 1 1/2 INCHES LONG) Cheek
RIDGE CAP SRC ed
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Approved
MASTIC -
Code No.
h/s " dra
f
L;fin fore sh p e , mlist Jh C
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INSTALL CONTINUOUS RUN OF RIB CLOSURE HW10825
sn . cha or 4
HW00741 TAPE SEALANT ON WRAP RIB CLOSURE
bt, qo rages fabri�a $�'� return,
cn ors, et , . 'such fie n
TOP OF EAVE CLOSURE ANGLE W/HW00741 TAPE SEALANT al'prgv C' read `?s tha n can be
A rt? helay ineci byyora e after dr relpcatigngln'
PRIOR TO INSTALLATION Ge r►Irnirnijrn e brioatignwill incur erCtrling$. ha e
`► �, , 'l for eering c a exAens
PEAK BOX SR100 ROOF PANEL Approval, revising urge of $50.0e
I M HW 10 885 RIDGE CLOSURE �IFD By wings afro will
ra
f�+ l t c) "" •�.......,. r this
GABLE TR• p
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GABLE TRIM (NOT BY STRAN) r
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r
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RCO1 ROOF PANEL CLOSURE AT BUILDING EAVE RC35
SR100 ROOF RIDGE TERMINATION SR100 ROOF
SS 1
THIS DRAWING, INCLUDING THE.INPORMATION HEREON, -
REMAINS THE PROPERTY OF STRAN BUILDINGS, /
A U
I
NIT OF. AMCA_INTERNATIONAL CORPORATION. AT IS M C-.,-
�'O 1 iREF RENE.- D RAW N
G
PROVIDED SOLELY FOR ERECTING THE BUILDING DE-
SCRIBED '1N THE APPLICABLE PURCHASE ORDER AND � �� °•' f
I
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR CUSTOMER
BUILDER .. R , LATION , •
- JOB NO.
ANY OTHER PURPOSE •WITHOUT PRIOR WRLTTEN APPROV- � ;
1 MARK METAL STRUCTURES INC. CENTRAL' i BAPTIST: CHURCH /� F+ R L OF STRAN BUILDINGS. � - �r'IN/'"®R®y-FLORIDA1"?24L�6,
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY �' REV DATEY .
B DESCRIPTION DRBY DATE
DRAWING
RESPONSIBLE FOR ACCURATE, GOOD RUALITY WORKMAN- 1 - :
SHIP IN ERECTING JHIS BUILDINO•: IN CONFORMANCE
. $8
STRAN
IN THI'SWITH THIS DRAWING, DETAILS REFERENCED ?/11/
BU I'LD T NGS
DRAWING,* ,
I .,ALL APPLICABLE STRAN ERECTION"N-B •
GUIDES, AND INDUSTRY STANDARDS PERTAININ CK,BY SCALE E�1 0F/
PROPER G TO W S J)RAWINO' IS SEALED AMCA
ERECTION,. JNCLUDING THE CORRECT. USE.OF i Y. AS TO THE C MPONENTS N. T.S.•`
q
TEMPORARY BRACING. F RNJ SHED BY STRAN INTERNATIONAL
M
♦ :... .. - ., �. i .,t.. i •r ... .♦. a -, w .. .. .... ,W.t _..... _.. .. , r ., »
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CHECKER: > RU
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1:12 SLOPE = 5 5/8 5 '1/211
2:12 SLOPE = 5 7/$" 5 1/8
ALL BOLTS SHOWN HWO0821 3:12'.SLOPE =,5 5/8" 4 7/8"
4:18, SLOPE ,= 5 3/8" 4, 5/$'8
r
5:12 SLOPE ="5 3/8" 4 3/811
0 F
L.IP OF EAVE STRUT
HWO 1100
INSIDE CLOSURE
ATTACH GUTTER STRAP W/(2)
GUTTER STRAP AT WO/6" STRIPTOFJAPE
0 HWO0780 SEAL. UNDER STRAP
W/ROOF STITCH
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(6) PER PANEL
ROOF STITCH ROOF MEMBER .SCREWS
w. SCREWS WALL. MEMBER SCREWS
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EAVE GUTTER
EAVE GUTTER SUPPORT EGT +
ECC
OUTSET GIRT AT ENDPOST WSO3
(FOLLOW LEFT TO RIGHT)
BUILT—UP COLUMN 8" SEE GIRTS S 3
EAVE GUTTER PARTIALLY SHEETED S.W. RC1.4••
"-
SEDRSJ SR -ROOF STRAN-LOK WALLS
S3'
ROOF STITCH RIDGE CAP SRC pulp„�
FASTENERS (6” O.C.) 5„
ROOF STITCH VARIABLE HWO0655
SCREWS 4" O.C.• RIDGE CLOSURE
BETWEEN PURLINS HW10885
HWO0746 TAPE SEALANT
STARTER PANEL FEMALE RIB
SEE ROOF PANEL SR100 ROOF PANEL RIDGE CAP
„
LAYOUT FOR PC. MARK HW10859 CLOSURE TAPE SEALANT HI—SIDE EAVE TRIM_ OR TRANSITION CAP TRIM
HW10823 ,
PLUG WITH CLOSUREO &B RIDGE DGEN CAP
TUBE SEALANT'
PANEL END STIFFENER SR -100 ROOF PANEL
RAKE FASCIA CLIP HW10884 W/ MK»HW10881
RKF (2) HWO0665 SCREWS
— ROOF STITCH FASTENERS
.` 6 PER PANEL
- HWO0655
TAPE SEALANT -- .-
WALL STRUCT SCREWS HWO0740 PANEL STIFFENER
12" O.C. HW10881 RIDGE CLOSURE HW10885`
j PANEL CLIP 1 ' _2,. 1-8. „•
HW10884
2k 3 3 3 3 3 2b PANEL END STIFFENER HW10881
APPLY A 4 LONG PIECE
� PURL I N
OF TAPE SEALANT AT ALL
TR
TRIM __--- EAVE PANELS BEFORE
RIDGE CLOSURE TRIM MK.RCT
ATTACH WITH
ERECTION (HWO0740) INSTALL"WITH ROOF STITCH SCREWS
WALL STITCH TRIrt SUPPORT CUT.TO LENGTH
SCREWS 12"O.C. EGS TAPE MASTIC HWO0745 CLIPS HW10884 W/ TYPICAL FASTENER PLACEMENT
ROOF STITCH FASTENERS (2) HW0066$ SCREWS •
(8 PER PANEL HWO0655) AT (20" O.G.) TVP.
RAKE TRIM PARTIAL SHEETED E . W'.
RC05 RIDGE CAP RC01 ROOF PANEL ENDLAP RCO2 EAVE SEALANT DETAIL EO36 RIDGE CLOSURE COVER TRIf1SR100 ROOF SA,SR & SS WALLS SR100 ROOF RIDGES ?. S 2 SR100 ROOF SR -100 ROOF PANELS2 SR -100 ROOF
ROOF STITCH SCREWS AT 4" O.C.
HW10$19,CL05URE PLUG WRAPPED
WITH HW00740 MASTIC MARK METAL STRUCTURES. -
(2) RCC01 CLOSURES — FIELD GUT CLOSE ALL MINOR RIBS •
AS REQUIRED AND LAP WITH (2)
ROOF STITCH SCREWS W/HW00741 TAPE SEALANT
(USE PIECES APPROX.
Received
ROOF STITCH SCREWS AT 611 O.C. 1 1/2 INCHES LONG) Cheek
RIDGE CAP SRC ed
�► HWO0740
Approved
MASTIC -
Code No.
h/s " dra
f
L;fin fore sh p e , mlist Jh C
L s,-� y later �� ngs o' approve
INSTALL CONTINUOUS RUN OF RIB CLOSURE HW10825
sn . cha or 4
HW00741 TAPE SEALANT ON WRAP RIB CLOSURE
bt, qo rages fabri�a $�'� return,
cn ors, et , . 'such fie n
TOP OF EAVE CLOSURE ANGLE W/HW00741 TAPE SEALANT al'prgv C' read `?s tha n can be
A rt? helay ineci byyora e after dr relpcatigngln'
PRIOR TO INSTALLATION Ge r►Irnirnijrn e brioatignwill incur erCtrling$. ha e
`► �, , 'l for eering c a exAens
PEAK BOX SR100 ROOF PANEL Approval, revising urge of $50.0e
I M HW 10 885 RIDGE CLOSURE �IFD By wings afro will
ra
f�+ l t c) "" •�.......,. r this
GABLE TR• p
RCCOI4CLOSURE AND ,: FIELD CAULK AS REQUIRED
GABLE TRIM (NOT BY STRAN) r
.ROOF.. STITCH -SCREWS
r
'RIDGE CAP
RCO1 ROOF PANEL CLOSURE AT BUILDING EAVE RC35
SR100 ROOF RIDGE TERMINATION SR100 ROOF
SS 1
THIS DRAWING, INCLUDING THE.INPORMATION HEREON, -
REMAINS THE PROPERTY OF STRAN BUILDINGS, /
A U
I
NIT OF. AMCA_INTERNATIONAL CORPORATION. AT IS M C-.,-
�'O 1 iREF RENE.- D RAW N
G
PROVIDED SOLELY FOR ERECTING THE BUILDING DE-
SCRIBED '1N THE APPLICABLE PURCHASE ORDER AND � �� °•' f
I
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR CUSTOMER
BUILDER .. R , LATION , •
- JOB NO.
ANY OTHER PURPOSE •WITHOUT PRIOR WRLTTEN APPROV- � ;
1 MARK METAL STRUCTURES INC. CENTRAL' i BAPTIST: CHURCH /� F+ R L OF STRAN BUILDINGS. � - �r'IN/'"®R®y-FLORIDA1"?24L�6,
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY �' REV DATEY .
B DESCRIPTION DRBY DATE
DRAWING
RESPONSIBLE FOR ACCURATE, GOOD RUALITY WORKMAN- 1 - :
SHIP IN ERECTING JHIS BUILDINO•: IN CONFORMANCE
. $8
STRAN
IN THI'SWITH THIS DRAWING, DETAILS REFERENCED ?/11/
BU I'LD T NGS
DRAWING,* ,
I .,ALL APPLICABLE STRAN ERECTION"N-B •
GUIDES, AND INDUSTRY STANDARDS PERTAININ CK,BY SCALE E�1 0F/
PROPER G TO W S J)RAWINO' IS SEALED AMCA
ERECTION,. JNCLUDING THE CORRECT. USE.OF i Y. AS TO THE C MPONENTS N. T.S.•`
q
TEMPORARY BRACING. F RNJ SHED BY STRAN INTERNATIONAL
M
♦ :... .. - ., �. i .,t.. i •r ... .♦. a -, w .. .. .... ,W.t _..... _.. .. , r ., »
• A,.1
CHECKER: > RU
♦
N, -:.0.7/11/$8, 0.9
2,2: 59
•
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f r
v .
A
,
,
•
8" EAVE 10" EAVE
1:12 SLOPE = 5 5/8 5 '1/211
2:12 SLOPE = 5 7/$" 5 1/8
ALL BOLTS SHOWN HWO0821 3:12'.SLOPE =,5 5/8" 4 7/8"
4:18, SLOPE ,= 5 3/8" 4, 5/$'8
r
5:12 SLOPE ="5 3/8" 4 3/811
0 F
L.IP OF EAVE STRUT
HWO 1100
INSIDE CLOSURE
ATTACH GUTTER STRAP W/(2)
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0 HWO0780 SEAL. UNDER STRAP
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EAVE GUTTER SUPPORT EGT +
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BUILT—UP COLUMN 8" SEE GIRTS S 3
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ROOF STITCH RIDGE CAP SRC pulp„�
FASTENERS (6” O.C.) 5„
ROOF STITCH VARIABLE HWO0655
SCREWS 4" O.C.• RIDGE CLOSURE
BETWEEN PURLINS HW10885
HWO0746 TAPE SEALANT
STARTER PANEL FEMALE RIB
SEE ROOF PANEL SR100 ROOF PANEL RIDGE CAP
„
LAYOUT FOR PC. MARK HW10859 CLOSURE TAPE SEALANT HI—SIDE EAVE TRIM_ OR TRANSITION CAP TRIM
HW10823 ,
PLUG WITH CLOSUREO &B RIDGE DGEN CAP
TUBE SEALANT'
PANEL END STIFFENER SR -100 ROOF PANEL
RAKE FASCIA CLIP HW10884 W/ MK»HW10881
RKF (2) HWO0665 SCREWS
— ROOF STITCH FASTENERS
.` 6 PER PANEL
- HWO0655
TAPE SEALANT -- .-
WALL STRUCT SCREWS HWO0740 PANEL STIFFENER
12" O.C. HW10881 RIDGE CLOSURE HW10885`
j PANEL CLIP 1 ' _2,. 1-8. „•
HW10884
2k 3 3 3 3 3 2b PANEL END STIFFENER HW10881
APPLY A 4 LONG PIECE
� PURL I N
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TR
TRIM __--- EAVE PANELS BEFORE
RIDGE CLOSURE TRIM MK.RCT
ATTACH WITH
ERECTION (HWO0740) INSTALL"WITH ROOF STITCH SCREWS
WALL STITCH TRIrt SUPPORT CUT.TO LENGTH
SCREWS 12"O.C. EGS TAPE MASTIC HWO0745 CLIPS HW10884 W/ TYPICAL FASTENER PLACEMENT
ROOF STITCH FASTENERS (2) HW0066$ SCREWS •
(8 PER PANEL HWO0655) AT (20" O.G.) TVP.
RAKE TRIM PARTIAL SHEETED E . W'.
RC05 RIDGE CAP RC01 ROOF PANEL ENDLAP RCO2 EAVE SEALANT DETAIL EO36 RIDGE CLOSURE COVER TRIf1SR100 ROOF SA,SR & SS WALLS SR100 ROOF RIDGES ?. S 2 SR100 ROOF SR -100 ROOF PANELS2 SR -100 ROOF
ROOF STITCH SCREWS AT 4" O.C.
HW10$19,CL05URE PLUG WRAPPED
WITH HW00740 MASTIC MARK METAL STRUCTURES. -
(2) RCC01 CLOSURES — FIELD GUT CLOSE ALL MINOR RIBS •
AS REQUIRED AND LAP WITH (2)
ROOF STITCH SCREWS W/HW00741 TAPE SEALANT
(USE PIECES APPROX.
Received
ROOF STITCH SCREWS AT 611 O.C. 1 1/2 INCHES LONG) Cheek
RIDGE CAP SRC ed
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Approved
MASTIC -
Code No.
h/s " dra
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L;fin fore sh p e , mlist Jh C
L s,-� y later �� ngs o' approve
INSTALL CONTINUOUS RUN OF RIB CLOSURE HW10825
sn . cha or 4
HW00741 TAPE SEALANT ON WRAP RIB CLOSURE
bt, qo rages fabri�a $�'� return,
cn ors, et , . 'such fie n
TOP OF EAVE CLOSURE ANGLE W/HW00741 TAPE SEALANT al'prgv C' read `?s tha n can be
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PRIOR TO INSTALLATION Ge r►Irnirnijrn e brioatignwill incur erCtrling$. ha e
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PEAK BOX SR100 ROOF PANEL Approval, revising urge of $50.0e
I M HW 10 885 RIDGE CLOSURE �IFD By wings afro will
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RCO1 ROOF PANEL CLOSURE AT BUILDING EAVE RC35
SR100 ROOF RIDGE TERMINATION SR100 ROOF
SS 1
THIS DRAWING, INCLUDING THE.INPORMATION HEREON, -
REMAINS THE PROPERTY OF STRAN BUILDINGS, /
A U
I
NIT OF. AMCA_INTERNATIONAL CORPORATION. AT IS M C-.,-
�'O 1 iREF RENE.- D RAW N
G
PROVIDED SOLELY FOR ERECTING THE BUILDING DE-
SCRIBED '1N THE APPLICABLE PURCHASE ORDER AND � �� °•' f
I
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR CUSTOMER
BUILDER .. R , LATION , •
- JOB NO.
ANY OTHER PURPOSE •WITHOUT PRIOR WRLTTEN APPROV- � ;
1 MARK METAL STRUCTURES INC. CENTRAL' i BAPTIST: CHURCH /� F+ R L OF STRAN BUILDINGS. � - �r'IN/'"®R®y-FLORIDA1"?24L�6,
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY �' REV DATEY .
B DESCRIPTION DRBY DATE
DRAWING
RESPONSIBLE FOR ACCURATE, GOOD RUALITY WORKMAN- 1 - :
SHIP IN ERECTING JHIS BUILDINO•: IN CONFORMANCE
. $8
STRAN
IN THI'SWITH THIS DRAWING, DETAILS REFERENCED ?/11/
BU I'LD T NGS
DRAWING,* ,
I .,ALL APPLICABLE STRAN ERECTION"N-B •
GUIDES, AND INDUSTRY STANDARDS PERTAININ CK,BY SCALE E�1 0F/
PROPER G TO W S J)RAWINO' IS SEALED AMCA
ERECTION,. JNCLUDING THE CORRECT. USE.OF i Y. AS TO THE C MPONENTS N. T.S.•`
q
TEMPORARY BRACING. F RNJ SHED BY STRAN INTERNATIONAL
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DOWNSPOUT STRAP
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PART NUMBERS
•
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SHEETING SCREWS 12" O.C.
DIRECTION
36" PANEL INCREMENTS
DOWNSPOUT FACTORY -CRIMPED
INLET ELBOW
------p-
ATTACH WITH (10)
HW00605 RIVETS
6" 36" PANEL INCREMENTS
AT LAPS
AND INLET
(FOLLOW
LEFT TO RIGHT)
-
BASE AT FINISH
FLOOR W/NOTCH
WC10
OUTSIDE
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TRIM SA PANEL WCO1
OUTSIDE CORNER TRIM
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DOWNSPOUT ATTACHMENT
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SA, SR & SS WALL PANEL W/BASE CHANNEL
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SA PANELS
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SA WALL PANEL
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SEDNSI
1
A
MARK METAL STRUCTURES
Received -
Checked
Approved
Code No.
drawing must tie approved and n
before retur
before shop drawings
or fabrication can begin,
Any later changes, such
as the relocation of
sash, doors, etc., made after dra". i:,gs have
been a��proved
by you will incur extra e
'.d dekv in fabrication, xp nse
A Iqj !�rrrtjm engineering charge of
tti,; r�iade for �' $5().00 will
•.
revisin g drawings atter this .
f?tt�p�g� ............ r ........................ „ o
.
THIS. DRAWING, INCLUDING THE INFORMATION HEREON,
THE PROPERTY OF;STRAN.BUILOINGS;A U IT OF.AMCA INTERNATIONAL,.CORPORATION.-1T_IS
,CUST0M,'-
REFERENCE DRAWINGREMAINS
PROVIDED SOLELY FOR ERECTING THE BUILDING DE-
SCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT 'BE `MODIFIED, REPRODUCED OR USED FOR.•'.
'
w
,.
BUILDER
CUSTOMER
LOCATION
JOB NO. :.
ANY-OTHER'PURPOSE WITHOUT PRIOR WRITTEN APPRQV-
AL OF STRAN BUILDINGS.
\�
/'
MARK METAL
STRUCTURE$' INC.
CENTRAL
6APTIST
CHURCH
SANROR®. FLORIDA
72426
THE GENERAL
H GE E AL CONTRACTOR AND/OR ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE,,GQOD QUALITY WORKMAN -
REY, DATE BY
DESCRIPTION,
DR. BY
DATE
STRAN :.....
-
DRAWING
..
Vis`
°F
7./3
SHIP IN ERECTING THIS BUILDING IN CONFORMANCE
WITH THIS DRAWING,,.,DETAILS REFERENCED IN THIS
/ ;.,
SB
� �,,
?�1 ],/$8
I T
B U I L DIN G S
OF. �,Z
CK. BY.SCALEE12
-
DRAWING. ALL APPLICABLE STRAN ERECTION
GUIDES, AND INDUSTRY STANDARDS PERTAINING TO ,'.,,
T I AWING IS SEALED
ANCA' '
M R Np
PROPER ERECTION, _INCLUDING ,7NE CORRECT USE OF
ON
TO THE, COMPONENTS
` `
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� I NTERNAT I ONAL
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TEMPORARY BRACING. _, ,r
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JOB NUMBER:
BUILDER.:
CUSTOMER:
LOCATION:
DESCRIPTION:
7.2372
MARK METAL STRUCTURES INC
CENTRAL BAPTIST CHURCH
SANEOR®, FLORIDA
100 ' —0 W X 126'-0 L 26' Eb leo
6 OAFS O 2S ' —0 PITCH 1/4 a, 12
e
LOADING
f
,
LOAD:
2000
PSF
J
LOAD:
2200
PSF
ADDL
LOAD:
-390
PSF
BLDG
CODE:
SOC '86
MARK META. STRUCTURES
Received
Chocked
1i gig Jill! i4r
JOB NUMBER:
BUILDER.:
CUSTOMER:
LOCATION:
DESCRIPTION:
7.2372
MARK METAL STRUCTURES INC
CENTRAL BAPTIST CHURCH
SANEOR®, FLORIDA
100 ' —0 W X 126'-0 L 26' Eb leo
6 OAFS O 2S ' —0 PITCH 1/4 a, 12
e
LOADING
f
,
LOAD:
2000
PSF
WIND
LOAD:
2200
PSF
ADDL
LOAD:
-390
PSF
BLDG
CODE:
SOC '86
JOB NUMBER:
BUILDER.:
CUSTOMER:
LOCATION:
DESCRIPTION:
7.2372
MARK METAL STRUCTURES INC
CENTRAL BAPTIST CHURCH
SANEOR®, FLORIDA
100 ' —0 W X 126'-0 L 26' Eb leo
6 OAFS O 2S ' —0 PITCH 1/4 a, 12
WALL SLEETING
SA
UNKNOWN
20 YEAR
26
STAINLESS LONG
MALL INSULATION'
BLANKET
WHITE VINYL
3611
200"
ACCESSORIES
SEE ACCESSORY LISTINGS ON ATTACHED
ELEVATIONS AND PLAN DRAWINGS.
ADDITIONAL LOADS
3 PSF COL.L LOAD INCLUDED IN OL
jot�L DEA® LOA® = 7.21 PSF
this drawing must be approved and returnet
before shop drawings or fabrication can begin.
Any later changes, such as the relocation of
sash, doors, etc., made after drawings have
been approved by you will incur extra expense
and delay in fabrication.
A minimum engineering charge of $50A0 will f
be made for revising drawings after this
approval.
Cade No. APPROVED BY ,«.,...
(BUILDER)
OATS .I .�.._.
IMPORTANT NOTES
GENERAL NOTES
THESE DRAWINGS ARE FOR APPROVAL, NOT FOR CONSTRUCTION. THE BUILDER/CONTRACTOR IS RESPONSIBLE
FOR VERIFYING THE LOCATION AND SIZE OF ALL OPENINGS,. THE LOCATION OF ANY STRUCTURE THAT MAY1. MATERIALS ASTM DESIGNATION
'.. AFFECT THE NEW STRUCTURE, THAT ALL ACCESSORIES WHICH STRAN BUILDINGS IS TO FURNISH ARE LISTED STRUCTURAL STEEL PLATE A-36 MODIFIED FY= SO KSI (GRADE 50)
CORRECTLY BY SIZE, TYPE, COLOR AND QUANTITY, THAT ALL SPECIAL CONDITIONS ARE SHOWN CORRECTLYCOLD —FORMED LIGHT GAGE SHAPES A-570 FY= 5.5 KSI (GRADE 50)
AND WILL ACCOMODATE THE BUILDER/CONTRACTOR'S NEEDS, AND TO VERIFY ALL DIMENSIONS THAT STRAN BRACE RODS A-572 GRADES 65, 55, 50
BUILDINGS HAS CALLED ATTENTION TO. APPROVAL OF STRAN BUILDINGS DRAWINGS CONSTITUTES THE HOT—ROLLED MILL SHAPES A-36 FY= 36, 42, 50 KSI
ROOF AND WALL SHEETING A-446 FY= 40 KSI (GRADE C)
BUILDER/CONTRACTOR.'S ACCEPTANCE OF THE STRAN BUILDINGS INTERPRETATION OF THE CONTRACT FY= 50 KSI (GRADE Dl
PURCHASE ORDER. RETURN OF THESE DRAWINGS, SIGNED BY THE BUILDER/CONTRACTOR, IS REQUIRED FY= 80 KS1 (GRADE' E)
BEFORE FINAL DESLGN AND FABRICATION CAN BEGIN. BOLTS A-307 AND A-325
STRAN BUILDING' S STANDARD PRODUCT SPECIFICATIONS APPLY AND, UNLESS STIPULATED OTHERWISE I N 0 STRUCTURAL PRIMER
THE CONTRACT DOCUMENTS, STRAN BUILDING S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
TOLERANCES WILL GOVERN THE WORK. (A STRAN BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER WHICH MEETS FED. SPEC. TT—P-636 AND IS
STRAN BUILDINGS COLORRED OXIDE. THIS PAINT IS NOT INTENDED FOR LONG—TERM EXPOSURE TO
REQUEST.) f
THE ELEMENTS. I
IN CASE,OF DISCREPANCIES BETWEEN STRAN BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES,
p THE STRAN BUILDINGS PLANS SHALL GOVERN. 3. A®325 BOLT TIGHTENING REQUIREMENTS
ALL HIGH—STRENGTH BOLTS ARE A325—N UNLESS SPECIFICALLY NOTED OTHERWISE.
r,
THE BUILDER/CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION. ALL
INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY STRAN BUILDINGS ARE TO
STRUCTURAL BOLTS SHALL BE TIGHTENED,; BY TURN—OF—THE—NUT METHOD IN ACCORDANCE WITM THE
BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN EIGHTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS"
CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALSIS FURNISHED AS PART OF THE PURCHASE PER SECTION 58. A325 BOLTS MAY INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY
TURN—OF—THE—NUT METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS:. .
ORDER, STRAN BUILDINGS ASSUMPTIONS WILL GOVERN. ,,, .
ALL BOLTED CONNECTIONS, UNLESS NOTED, ARE DESIGNED AS BEARING—TYPE CONNECTIONS WITH BOLT I.
(HE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND " THREADS NOT EXCLUDED FROM THE SHEAR PLANE. (INSPECTION NOT REQUIRED PER UBC, SECT. 306.A.5.2). l
SPECIFICATIONS COMPLY WITH THE APPLICABLE.REQUIRENEN'TS OF ANY GOVERNING BUILDING AUTHORITIES.
SUPPLYING SEALED -ENGINEERING DESIGN DATA AND. DRAWINGS FOR THE STRAN BUILDING DOES NOT IMPLY OR
CONSTITUTE AN AGREEMENT THAT STRAN BUILDINGS OR,- O DESIGN ENGINEER 15 ACTING AS THE ENGINEER 4. SECONDARY FRAMING AND COVERING REQUIREMENTS
u •
OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA C� ALL SECONDARY FRAMING AND COVERING TO BE INSTALLED IN ACCORDANCE WITH CUSTOM REFERENCE
A.RE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY STRAN BUILDINGS, IN COMPLIANCE WITH ALL ( DRAWINGS. SEE DETAILS FOR CLIP AND TRIM PLACEMENT AND USAGE.
REQUIREMENTS OF THE PURCHASE ORDER. ! F
\ EDUCATIONAL BUILDING
P. C.
ER. 2 �.
P CHECK RUN: 07/13/$ 11:42.49 7237
tr.,
r
i
r
s
,
LOADING
INFORMATION
LIVE
LOAD:
2000
PSF
WIND
LOAD:
2200
PSF
ADDL
LOAD:
-390
PSF
BLDG
CODE:
SOC '86
MARK META. STRUCTURES
Received
Chocked
WALL SLEETING
SA
UNKNOWN
20 YEAR
26
STAINLESS LONG
MALL INSULATION'
BLANKET
WHITE VINYL
3611
200"
ACCESSORIES
SEE ACCESSORY LISTINGS ON ATTACHED
ELEVATIONS AND PLAN DRAWINGS.
ADDITIONAL LOADS
3 PSF COL.L LOAD INCLUDED IN OL
jot�L DEA® LOA® = 7.21 PSF
this drawing must be approved and returnet
before shop drawings or fabrication can begin.
Any later changes, such as the relocation of
sash, doors, etc., made after drawings have
been approved by you will incur extra expense
and delay in fabrication.
A minimum engineering charge of $50A0 will f
be made for revising drawings after this
approval.
Cade No. APPROVED BY ,«.,...
(BUILDER)
OATS .I .�.._.
IMPORTANT NOTES
GENERAL NOTES
THESE DRAWINGS ARE FOR APPROVAL, NOT FOR CONSTRUCTION. THE BUILDER/CONTRACTOR IS RESPONSIBLE
FOR VERIFYING THE LOCATION AND SIZE OF ALL OPENINGS,. THE LOCATION OF ANY STRUCTURE THAT MAY1. MATERIALS ASTM DESIGNATION
'.. AFFECT THE NEW STRUCTURE, THAT ALL ACCESSORIES WHICH STRAN BUILDINGS IS TO FURNISH ARE LISTED STRUCTURAL STEEL PLATE A-36 MODIFIED FY= SO KSI (GRADE 50)
CORRECTLY BY SIZE, TYPE, COLOR AND QUANTITY, THAT ALL SPECIAL CONDITIONS ARE SHOWN CORRECTLYCOLD —FORMED LIGHT GAGE SHAPES A-570 FY= 5.5 KSI (GRADE 50)
AND WILL ACCOMODATE THE BUILDER/CONTRACTOR'S NEEDS, AND TO VERIFY ALL DIMENSIONS THAT STRAN BRACE RODS A-572 GRADES 65, 55, 50
BUILDINGS HAS CALLED ATTENTION TO. APPROVAL OF STRAN BUILDINGS DRAWINGS CONSTITUTES THE HOT—ROLLED MILL SHAPES A-36 FY= 36, 42, 50 KSI
ROOF AND WALL SHEETING A-446 FY= 40 KSI (GRADE C)
BUILDER/CONTRACTOR.'S ACCEPTANCE OF THE STRAN BUILDINGS INTERPRETATION OF THE CONTRACT FY= 50 KSI (GRADE Dl
PURCHASE ORDER. RETURN OF THESE DRAWINGS, SIGNED BY THE BUILDER/CONTRACTOR, IS REQUIRED FY= 80 KS1 (GRADE' E)
BEFORE FINAL DESLGN AND FABRICATION CAN BEGIN. BOLTS A-307 AND A-325
STRAN BUILDING' S STANDARD PRODUCT SPECIFICATIONS APPLY AND, UNLESS STIPULATED OTHERWISE I N 0 STRUCTURAL PRIMER
THE CONTRACT DOCUMENTS, STRAN BUILDING S DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND
TOLERANCES WILL GOVERN THE WORK. (A STRAN BUILDINGS SPECIFICATION BOOKLET IS AVAILABLE UPON SHOP PRIMER PAINT IS A RUST INHIBITIVE PRIMER WHICH MEETS FED. SPEC. TT—P-636 AND IS
STRAN BUILDINGS COLORRED OXIDE. THIS PAINT IS NOT INTENDED FOR LONG—TERM EXPOSURE TO
REQUEST.) f
THE ELEMENTS. I
IN CASE,OF DISCREPANCIES BETWEEN STRAN BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES,
p THE STRAN BUILDINGS PLANS SHALL GOVERN. 3. A®325 BOLT TIGHTENING REQUIREMENTS
ALL HIGH—STRENGTH BOLTS ARE A325—N UNLESS SPECIFICALLY NOTED OTHERWISE.
r,
THE BUILDER/CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION. ALL
INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY STRAN BUILDINGS ARE TO
STRUCTURAL BOLTS SHALL BE TIGHTENED,; BY TURN—OF—THE—NUT METHOD IN ACCORDANCE WITM THE
BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. UNLESS SPECIFIC DESIGN EIGHTH EDITION, AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS"
CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALSIS FURNISHED AS PART OF THE PURCHASE PER SECTION 58. A325 BOLTS MAY INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY
TURN—OF—THE—NUT METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO ASSURE PROPER TIGHTNESS:. .
ORDER, STRAN BUILDINGS ASSUMPTIONS WILL GOVERN. ,,, .
ALL BOLTED CONNECTIONS, UNLESS NOTED, ARE DESIGNED AS BEARING—TYPE CONNECTIONS WITH BOLT I.
(HE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND " THREADS NOT EXCLUDED FROM THE SHEAR PLANE. (INSPECTION NOT REQUIRED PER UBC, SECT. 306.A.5.2). l
SPECIFICATIONS COMPLY WITH THE APPLICABLE.REQUIRENEN'TS OF ANY GOVERNING BUILDING AUTHORITIES.
SUPPLYING SEALED -ENGINEERING DESIGN DATA AND. DRAWINGS FOR THE STRAN BUILDING DOES NOT IMPLY OR
CONSTITUTE AN AGREEMENT THAT STRAN BUILDINGS OR,- O DESIGN ENGINEER 15 ACTING AS THE ENGINEER 4. SECONDARY FRAMING AND COVERING REQUIREMENTS
u •
OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA C� ALL SECONDARY FRAMING AND COVERING TO BE INSTALLED IN ACCORDANCE WITH CUSTOM REFERENCE
A.RE SEALED AS TO THE STRUCTURAL SYSTEM FURNISHED BY STRAN BUILDINGS, IN COMPLIANCE WITH ALL ( DRAWINGS. SEE DETAILS FOR CLIP AND TRIM PLACEMENT AND USAGE.
REQUIREMENTS OF THE PURCHASE ORDER. ! F
\ EDUCATIONAL BUILDING
P. C.
ER. 2 �.
P CHECK RUN: 07/13/$ 11:42.49 7237
tr.,
r
i
r
s
,
STRAN BUILDINGS DESIGN
LOADS AND FRAME -FOUNDATION LOADS
JOB: 7237.2 A
A UNIT OF 'AMCA INTERNATIONAL CORPORATION
PAGE' V&
FRAME•N0. 1
PATE: 62Z 88I
SPAN't" - 1009-0
BACK'`SIDEWALL HEIGHT
RIDGE FROM BACK
BLDG LN= 509-0
- 269-0
ELEVAYIQN OF FRONT
COL =
FRONT. SIDEWALL HEIGHT - 26'-0
BACK ROOF PITCH
- 0.2500 •'
12
BUILDING LENGTH - 125'-0
FRONT ROOF PITCH
0.2500
12
THIS FRAME REQUIRED ON FRAME LINES 29 39 4t
59
BAY -SPACING = 25.00 FT.
i LOADING: ADO•L DEAD = 3.00 PSF I TOTAL DEAD LOAD
= ADD•L DEAD + 2 PSF {PURLINS &
SHEETING) + FRAME
WEIGHT
= 7.21 PSF)
LIVE - ZO.00.PSF
WIND - 2Z-00 PSF
SPECIAL WIND LOAD APPLICATION: BACK WALL
= 16.00.PSF -.BACK ROOF,= ... 20+00
PSF
FRONT ROOF
= 15.00 PSF - FRONT WALL = 10.00
PSF
THE ABOVE LOADS COMBINED WITH ANY SPECIAL LOADS
APPEAR IN 2 LOAD CASES AS DESCRIBED
BELOW:
LOAD CODES < ---------------------------------------------
1� $, 09 Ot 0 DEAD LOAD
DESCRIPTION --------------------
STRESS
->FACTORS
+ LIVE LOAD
Iv29t43. Ot 0 DEAD LOAD + SPECIAL WIND
+ +
BACK + MBMA EP PRESSURE +
•
+
1000
1.33
SUMMARY OF FOUNDATION LOADS:
1. 'M FORCE -KIPS MOMENT -INCH -KIPS
OSIOE LOAD COMBINATION HORIZONTAL HORIZONTAL
VERTICAL VERTICAL.
MOMENT
IN
OUT UPLIFT DOWN (+
COUNTERCLOCKWISE)
BACK SW COL 1t 39 Os Oy 0 - 22.53
- 34.01
0..00
._ _. 19259439 O. 0 19.33
- 16.57
FRONT SW COL It 3t Ot Or 0 - 22.53
-- 34*01
0.00
1t25943t Or 9 2.56
- 9.15 -
0.00
- MAXIMUM FOUNDATION LOADS:
i:' MAX FOUNDATION LOADS CAN BE FROM ANY LOAD CASE
2. MAX FOUNDATION LOADS ARE NOT FACTORED FOR ANY
LOAD CASE
SIDE HORIZONTAL HORIZONTAL
VERTICAL VERTICAL MOMENT
IN OUT
UPLIFT DOWN C+ COUNTERCLOCKWISE)
BACK SW CDL 19.33 Z2w53
16-57 34-01 0.00
{,! FRONT SW COL 19.33 22.53
16.57 .34.01 0.00
SUMMARY;•Of BASE PLATES=
• SIDE <------ SASE PLATE
DATA -_-----> <------ ANCHOR
BOLT DATA -------->
MARK N0. WIDTH
TK LENGTH NUMBER
SIZE
SACK BP -009313 9.00 X
3/8 X 13.00 14) 1
DIA. A36
FRONT BP -009313 9.00 X
3/8 X 13.00 (4) 1
DIA- A36
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SA -5017 �
w w z_ 'rnis drawing must be approved and returned t
(TVP. U.N. )' 6RA 07 o 0-4(DQ.
before shop draw0 Z)ings or' fabrication can begin,
Q,
Any later changes, such as the relocation ofcr$ -
SA -4063 X X sash, doors, etc.,
made after drawings have
X been approved by You will incur extra expanse
028270146 701 02R270146 70045
(10) REQ' D (10) EQ' D __F1 —0) REQ' D (10 l REQ' D and delay in fabrication.
A minimum engineering charge of . $50.00 will
SA -4022 be made for revising drawings after this ;I�I
i F — F approval.
�
NE2A241046 NEIA241146 (A) NE 1 A241 t 4a NE 1 A241 146 NE2A2410 46 APPROVED BY..... .. .............
....~.....�""•�'''-�-----'----_'— �
(BUILDER)
OAT
START/END SR -100 ROOF
N ;
N SHEETING
Ir : X X ,
PANEL
x x _ .-,
24' -4 "I 26' -0 " 2S' -0 " 26 1 -0 24' ,4 LAYOUT .
LAYOUT
(WIDTH= 10.0 IN.)
'
125'-0
i BL TO 8L ( FRONT ) .r
i � I
•
s
GENERAL NOTES REV. oATE REV. -
NO.
BY ROOF FRAMING & SHEETING PLAN
1.. ROOF PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL
SYSTEM. UNAUTHORIZED REMOVAL OF ROOF PANELS IS-�11t �r
R.BY:SC ALE BUILDER JOB N0.
PROHIBITED.
2. UNLESS NOTED, USE 1/2" DIA. X 1 1/4" A307 BOLTS FOR:
a I a S. „
A) FLANGE BRACE TO PURL I N CONNECTION MARK METOL STRUCTURES INC,.
72372 A
B) PURLIN LAP CONNECTION
K. BYDATE COST. • DRAWING
3. UNLESS NOTED, USE 1/2" DTA. X 1 1/4" A307 BOLTS FOR:
CENTRAL BAPTIST -CHURCH
A) PURL'N TO FRA �
I ME CONNECTIONS ON5 0 F•
B)'FLANGE BRACE TO FRAME CONNECTIONS
► 6 /22'/88 LOCATION
o r
.�SANFORD' FLORIDA
I r,
I ;
•
,
TRAN BU I L
,M_B rA
;
0 1 N S
NETAI OUIGDINO,MpNUFpCT4 R.R$
N913, _S9AL
A UNIT OF'..AMCA:_INTERNATIOVALASS C0,4
,
•
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r: 1. : e .. 'r.• , ... A ,.. .
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BUILDING CROSS JECTI0N
SPECIAL NOTES
AT F R A N E L I N E ( s) r, 2p 3 4
,
,
j,.
d -
I
. CLEAR UNDER FRAME AT HAUNCH 21'-6 11/16
1 $ CLEAR BETWEEN KNEES AT HAUNCH 91'-3 15/16
50'-0 TO RIDGE
100'-0 BL TO BL
CLEAR UNDER FRAME AT RIDGE 23'-7 9/16
mARK mETAL STRUCTURES,
Checked
I
10
Code
fnis drawing must be approved and returned
before shop drawings or fabrication can begin.
Any later changes, such as the relocation of
sash, ,doors, etc., made after drawings have
been approved by you will incur extra expense'
and delay in fabrication.
h of $50 m LVIR4
r
A36 ANCHOR BOLTS
NO BASE PLATE SIZE - QOLVT BOLT
IA
91, X 13" x 3/8" 4 1n
A325 CONNECTION BOLTS a
CONN
BOLTS yy PLT ROW ROW
NO - —9f THK OUT IN
Ce) (22) 3/4" X 2 1/2" 6/8" 7 4
O(10) 3/4" X2" 1/2" 2 3
`
r
BUILDING CROSS JECTI0N
SPECIAL NOTES
AT F R A N E L I N E ( s) r, 2p 3 4
,
,
y
A minimum englneering c a,Ou
be made for revising drawings after thisr
approval.
(16) 3/4 X 2 1/2 5/8 3 6
0
0
y;
i
APPROW
,
V.
r.
'1
,
e
r DIMENSIONS`
e.
.
1INSTALLATION OF ADEQUATE TEMPORARY,
RID E
G
SVf1f11
,
1
1
3 r3L1
ALL BOLTS 1/2" A307 1 1/4" 1.0. MARK NO. HW008?1.
'
BRACING FOR USE UNTIL CONSTRUCTION
goo
r 01/16 OVERALL 5 � PE
OATS �___-„, _
,
F•LANOE BRACE AT INT. SLOE ONLY ON ENO FRAME$
,
COMPLETE, IS THE RESPONSIBILITY
'
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8,
5' .0
A`
1
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-
"OF THE ERECTOR.
r /2
— 1/
VARIES
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,VARIES :!ARIES
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11EN FLANGE
0 T X W
WEB DEPTH (IN)
LENOTH
r
PURLIH._j
f
-Tt
W /
71
ul
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(FT)``
1 3/8 X 8.0
1/4 12.00/44.00
25.3
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2 7/16 X 6.0
1/4 46.00/20.00
19.3
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1/4 X 6.0
1/8 20.00/24.00
10.0
,
NOTICE
O
e
•
4 3/8 X 6.0
3/16 24.00/33.00
20.0
TO ASSURE 3TRUCf URAL lNTEORlTY.INSTALL
_
;
�fC
'
:
S 3/8 X b.0
3/16 33.00/24.00
20.0
AT ALL LOCATIOhS SHOWN ON DRAIIINO$. ..
v
6 .1 /4 X 6.0
1/8 24.00/20.00'
10.0
,
'
7 7/16 X 6.0
1/4 20.00/46.00
S,
,
,
TYPICAL CONNECTIONS
4
,
(]
n
:.
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...
r
,
PURLIN,PURLlN LAP 8 FLANGE BRACE AT FRAME
P
,
,n
GENERAL NOTES
s 3/8 x a o
1/a a4 00/12,00
25.3
1..A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR
•STRUCTURAL 'JOINTS USING ASTM A326 OR A490 BOLTS" SECTION S(C) "TURN -OF -NUT TIGHTENING".
THIS DRAWING, INCLUDING'THE'INFORMATION,',HEREON,"
EMAINS•THE PROPERTY OF STRAN BUILDINGS,
A UNIT OF-AMCA INTERNATIONAL. CORPORATION, T7 'IS
' •
C TAW
.
2 „
USE 1/2 DIA. A307 BOLTS FOR
PROVIDED SOLELY FOR •ERECTING THE BUILDING,,DE-
:
Ld
PURLIN TO FRAME, GIRT TO .FRAME, AND GIRT TO CLIP CONNECTIONS
SCRIBED IN APPLICAPLE PURCHASE ORDER AN0
F;
F64000
UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS.
,THE
SHALL. NOT BE MODIFIED, REPRODUCED OR USED FOR
•
' V.
I �.,
BUILDER' -
CUSTOMER
w
LOCATION
��
, •b
-
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV.-
AL OF STRAN BUILDINGS.
"'
-
�,
:: ^
P1ARK' METAL : STRUCTURES .
I NC.
C:)
SANPOFU,
JOB NO."
FLORIDA72372
"
j1
J
a `;'
REV DAT BY
E: DESCRIPTION
DR. BY DATE
,
DRAWING
SHIP :
IN.ERECTING,,THIS BUILDING
WITH;THIS
'
.;„., :
7 Q
J ...1$ : P ) �
�j 6/30!88
S T R A N
I
.:
ORAW.ING, DETAILS'`R,EFERENCED IN THIS
-
ti
�”
BUILDINGS
DRAWING .A
,. LL APPLICABLE STRAN,ERECTION
OU D S , AN
I Er D I NDUMY„ STANDARDS PERTAINING • f 0 , : ,
PROPER ERECTION,r.,INCLUDING THE
�{
T I
;,
A ING S SEA
__ I LED
, ...r.:..
CK. BY SCALE
ANCA
.D F l
11
MBNA
/•y
CORRECT USE :OF
OD r
d -
I
. CLEAR UNDER FRAME AT HAUNCH 21'-6 11/16
1 $ CLEAR BETWEEN KNEES AT HAUNCH 91'-3 15/16
50'-0 TO RIDGE
100'-0 BL TO BL
CLEAR UNDER FRAME AT RIDGE 23'-7 9/16
mARK mETAL STRUCTURES,
Checked
I
10
Code
fnis drawing must be approved and returned
before shop drawings or fabrication can begin.
Any later changes, such as the relocation of
sash, ,doors, etc., made after drawings have
been approved by you will incur extra expense'
and delay in fabrication.
h of $50 m LVIR4
r
A36 ANCHOR BOLTS
NO BASE PLATE SIZE - QOLVT BOLT
IA
91, X 13" x 3/8" 4 1n
A325 CONNECTION BOLTS a
CONN
BOLTS yy PLT ROW ROW
NO - —9f THK OUT IN
Ce) (22) 3/4" X 2 1/2" 6/8" 7 4
O(10) 3/4" X2" 1/2" 2 3
`
r
BUILDING CROSS JECTI0N
SPECIAL NOTES
AT F R A N E L I N E ( s) r, 2p 3 4
,
y
A minimum englneering c a,Ou
be made for revising drawings after thisr
approval.
(16) 3/4 X 2 1/2 5/8 3 6
0
0
y;
i
APPROW
.
1INSTALLATION OF ADEQUATE TEMPORARY,
ALL BOLTS 1/2" A307 1 1/4" 1.0. MARK NO. HW008?1.
'
BRACING FOR USE UNTIL CONSTRUCTION
OATS �___-„, _
F•LANOE BRACE AT INT. SLOE ONLY ON ENO FRAME$
COMPLETE, IS THE RESPONSIBILITY
'
-
"OF THE ERECTOR.
VARIES
i
ti
rL
,VARIES :!ARIES
i
"
i
11EN FLANGE
0 T X W
WEB DEPTH (IN)
LENOTH
r
PURLIH._j
f
THK START/END
(FT)``
1 3/8 X 8.0
1/4 12.00/44.00
25.3
FLANGE BRACE
r
I
2 7/16 X 6.0
1/4 46.00/20.00
19.3
FRAME
1/4 X 6.0
1/8 20.00/24.00
10.0
NOTICE
4 3/8 X 6.0
3/16 24.00/33.00
20.0
TO ASSURE 3TRUCf URAL lNTEORlTY.INSTALL
FLAHOE BRACES AND CONNCCTION BOLTS
'
:
S 3/8 X b.0
3/16 33.00/24.00
20.0
AT ALL LOCATIOhS SHOWN ON DRAIIINO$. ..
6 .1 /4 X 6.0
1/8 24.00/20.00'
10.0
,
'
7 7/16 X 6.0
1/4 20.00/46.00
19.3
TYPICAL CONNECTIONS
n
PURLIN,PURLlN LAP 8 FLANGE BRACE AT FRAME
P
I
GENERAL NOTES
s 3/8 x a o
1/a a4 00/12,00
25.3
1..A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR
•STRUCTURAL 'JOINTS USING ASTM A326 OR A490 BOLTS" SECTION S(C) "TURN -OF -NUT TIGHTENING".
THIS DRAWING, INCLUDING'THE'INFORMATION,',HEREON,"
EMAINS•THE PROPERTY OF STRAN BUILDINGS,
A UNIT OF-AMCA INTERNATIONAL. CORPORATION, T7 'IS
' •
C TAW
.
2 „
USE 1/2 DIA. A307 BOLTS FOR
PROVIDED SOLELY FOR •ERECTING THE BUILDING,,DE-
:
G
PURLIN TO FRAME, GIRT TO .FRAME, AND GIRT TO CLIP CONNECTIONS
SCRIBED IN APPLICAPLE PURCHASE ORDER AN0
F;
UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS.
,THE
SHALL. NOT BE MODIFIED, REPRODUCED OR USED FOR
•
' V.
I �.,
BUILDER' -
CUSTOMER
LOCATION
��
, •b
-
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV.-
AL OF STRAN BUILDINGS.
"'
-
�,
:: ^
P1ARK' METAL : STRUCTURES .
I NC.
CENTRAL BAPTIST ST CHURN -I ,
SANPOFU,
JOB NO."
FLORIDA72372
THE GENERAL CONTRACTOR AID/OR .ERECTOR IS SOLELY
RESPONSIBLE FOR ACCURATE,
OINACONFORMANCEN~
j1
J
a `;'
REV DAT BY
E: DESCRIPTION
DR. BY DATE
,
DRAWING
SHIP :
IN.ERECTING,,THIS BUILDING
WITH;THIS
'
.;„., :
7 Q
J ...1$ : P ) �
�j 6/30!88
S T R A N
I
.:
ORAW.ING, DETAILS'`R,EFERENCED IN THIS
-
ti
�”
BUILDINGS
DRAWING .A
,. LL APPLICABLE STRAN,ERECTION
OU D S , AN
I Er D I NDUMY„ STANDARDS PERTAINING • f 0 , : ,
PROPER ERECTION,r.,INCLUDING THE
�{
T I
;,
A ING S SEA
__ I LED
, ...r.:..
CK. BY SCALE
ANCA
.D F l
11
MBNA
/•y
CORRECT USE :OF
OD r
STO THE COMPONENTS
- N. T. 5.
INTERNATIONAL
;
TEMPORARY BRACING. ,
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BY STRAt
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100'-0 BL TO BL j
'I
ELEVATION A T FRAME L I NE 1 Phis drawing must be approved and returneo
V a before shop drawings or fabrication can be lq,
Any later changes, such as the relocation oE'
sash, doors, etc,, made after drawings have
been approved b
RecOivPd -- Y You will incur extra expense
and delay in fabrication.
FICE LL) C ur E%r O M LL Pn IV C - L S 4 `R6 q ( R 6 Q ,i w A minimurn engineering charge of $50.00 will-
Cg�eG4cecl -- _ be made g for revi�i�drawings after thit;
APPROVED By ..... .....
,,..,�.,
Code X10. _ _. �.__.----------� (13WDER)
DATE.
di
GENERAL NOTES FIELD LOCATED ACCESSORIES THIS DRAWING, INCLUDING THE INFORMATION HEREON,
1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED N REMAINS THE PROPERTY OF STRAN BUILDINGS ECT
IG D I ACCORDANCE WITH THE SPECIFICATION FOR QTS MARK NO. DESCRIPTION AUNIT OF AMCA INTERNATIONAL CORPORATION...I.T.IS \ E j'C T ON D I NG
�► STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION G(C) TURN -OF -NUT TIGHTENING PROVIDED SOLELY FOR,ERECTINO.THE BUILOINO DE^ �•r�
2. USE 1/2" DIAMETER A-307 BOLTS FOR ALL GIRT, JAMB, AND HEADER CONNECTIONS. SCRIBED IN THE APPLICABLE PURCHASE'OROER••AND
SEE JOB DETAILS FOR BOLT LENGTHS. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR BUILDER CUSTOMER LOCATION JOB N0.
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV-r
3. SEE JOB DETAILS FOR SHEETING AND TRIM.FASTENER SPECIFICATIONS.AL OF STRAN BUILDINGS'. �' �. DARK KETAL- STRUCTURES ,INC ..CENTRAL BAPTIST -CHURCH SANFORD, FLORIDA 72372 {;
4. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR'ALTERATION WITHOUT THE GENERAL CONTRACTOR AND/OR ERECTOR ISp
SOLELY REY DATE BY DESCRIPTION OR.BY DATE DRAWING
PRIOR'AUTjNORIZATION IS PROHIBITED. � j RESPONSIBLE ,FOR ACCURATE, QOOD QUALITY WORKMAN- 1J ;
SHIP IN,tERECTING.THIS_BUILOING.IN CONFORMANCE S T R A N
s P OVRI.. J� 7/ 6/8s .,
WITH THIS DRAWING,` DETAILS REFERENCED IN THIS
BUILDINGS.
`f DRAWING. -ALL APPLICABLE STRAN ERECTION. , � f � OF /
GUIDES, AND INDUSTRY .STANDARDS'LPERTAININb TO
RAWING IS SEALED AMCA.
CK BY SCALE B -N
Q
„ PROPER ERECTION, INCLUDING THE CORRECT USE' OF 0 AS TO THE C MPONENTS N T S
p .. p
TEMPORARY BRACING. URNISHED BY STRAN
NINT�RNAT�IONAL
P: C.: GA
ER: aAS • ' : CHECKER: RUN: 7/.. 6/88 14:29 ' P
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log
100'-0 BL TO BL j
'I
ELEVATION A T FRAME L I NE 1 Phis drawing must be approved and returneo
V a before shop drawings or fabrication can be lq,
Any later changes, such as the relocation oE'
sash, doors, etc,, made after drawings have
been approved b
RecOivPd -- Y You will incur extra expense
and delay in fabrication.
FICE LL) C ur E%r O M LL Pn IV C - L S 4 `R6 q ( R 6 Q ,i w A minimurn engineering charge of $50.00 will-
Cg�eG4cecl -- _ be made g for revi�i�drawings after thit;
APPROVED By ..... .....
,,..,�.,
Code X10. _ _. �.__.----------� (13WDER)
DATE.
di
GENERAL NOTES FIELD LOCATED ACCESSORIES THIS DRAWING, INCLUDING THE INFORMATION HEREON,
1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED N REMAINS THE PROPERTY OF STRAN BUILDINGS ECT
IG D I ACCORDANCE WITH THE SPECIFICATION FOR QTS MARK NO. DESCRIPTION AUNIT OF AMCA INTERNATIONAL CORPORATION...I.T.IS \ E j'C T ON D I NG
�► STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION G(C) TURN -OF -NUT TIGHTENING PROVIDED SOLELY FOR,ERECTINO.THE BUILOINO DE^ �•r�
2. USE 1/2" DIAMETER A-307 BOLTS FOR ALL GIRT, JAMB, AND HEADER CONNECTIONS. SCRIBED IN THE APPLICABLE PURCHASE'OROER••AND
SEE JOB DETAILS FOR BOLT LENGTHS. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR BUILDER CUSTOMER LOCATION JOB N0.
ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV-r
3. SEE JOB DETAILS FOR SHEETING AND TRIM.FASTENER SPECIFICATIONS.AL OF STRAN BUILDINGS'. �' �. DARK KETAL- STRUCTURES ,INC ..CENTRAL BAPTIST -CHURCH SANFORD, FLORIDA 72372 {;
4. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR'ALTERATION WITHOUT THE GENERAL CONTRACTOR AND/OR ERECTOR ISp
SOLELY REY DATE BY DESCRIPTION OR.BY DATE DRAWING
PRIOR'AUTjNORIZATION IS PROHIBITED. � j RESPONSIBLE ,FOR ACCURATE, QOOD QUALITY WORKMAN- 1J ;
SHIP IN,tERECTING.THIS_BUILOING.IN CONFORMANCE S T R A N
s P OVRI.. J� 7/ 6/8s .,
WITH THIS DRAWING,` DETAILS REFERENCED IN THIS
BUILDINGS.
`f DRAWING. -ALL APPLICABLE STRAN ERECTION. , � f � OF /
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._ later changes, such as the relocation of
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KEY TO PART MARKS Recelvcd
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C (C GIRT)
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OH (C DR HEADER)8 N APPROVED BY.......................�.......�...�.....,..,,..-
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ALL Z'S ARE 8 OP. W/ 2 1/2 FLANGES. OATS
st ALL C'S ARE 8" OP. W/ 3" FLANGES.
GENERAL NOTES 'FIELD LOCATED ACCESSORIES'A W I N 0
THIS_DRAWING,'.INCLUDING.THE_INFORMATION HEREON,
n
STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE "SPECIFICATION FOR,
REMAINS THE PROPERTY OF STRAN BUILDINGS, .. ,
1. A325 HIGH �� T �: _, .. ._ UNIT, ORPORATION._IT.LS -
A K N G I N I -0-N
T R 0 -DES R I - _. A N C
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APPLICABLE PURCHASE ORDER AND ' N ,
2. USE 1/2" DIAMETER 'A-307 BOLTS FOR ALL GIRT, JAMB, AND HEADER CONNECTIONS. " BUILDER CUSTOMER LOCATION JOB 0
SHALL NOT BE MODIFIED; REPRODUCED OR USED FOR
SEE JOB DETAILS FOR BOLT LENGTHS:
ANY OTHER ,PURPOSE WITHOUT PRIOR WRITTE.N'APPROV
MARK METAL:STRUCTURES INC CENTRAL BAPTIST CHURCH SANFORD, FLORIDA '72.3?2
" 3. SEE'JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATIONS.' AL OF STRAN BUILDINGS
4. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR:ALTERATION WITHOUT
THE GENERAL CONTRACTOR AND/OR ERECTOR IS ,SOLELY f REV DATE BY DESCRIPTION OR BY DATE DRAWING
RESPONSIBLE FOR ACCURATE, .0000; QUALITY, WORKMAN- p.� y tS T R A N ,
PRIOR AUTHORIZATION I5 PROHIBITED. J "
SHIP:.IN EREC.TI.NO'THIS BULI.DLNQ:,IN CONFORMANCE 3 Sf3 1� f101%�l-. 7/ 5/8$
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WITH HIS DRAWING, DETAILS %REFERENCED 'IN THIS ;B U I L D,I N G J
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approved by you will incur extra ex
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� I. USE 1/2 DIAMETER ......... - �' A UNIT OF.AMCA-INTERNATIONAL CORPORATION. IT r
SEE JOB DETAILS FOR BOLT LENGTHS. � PROVIDED SOLELY FOR ERECTING THE BUILDING DE- OB .
SCRIBED IN THE APPLICABLE PURCHASE, ORDER AND
CUSTOMER LOCATION J NO
- BUILDER ..,1; ;; ,. _ E
,. •, 2. SEE JOB DETAILS FOR SHEETING AND TRI
M FASTENER SPECIFICATIONS.
- ;. SHALL NOT BE.,MODIFIED.;';•REPROI)UCED OR USED FOR
ANY OTHER PURPOSE WI,THOUT''PRIOR WRITTEN APPROV- ��TRU I NG CENTRAL BAPTIST,
CHURCH SANFORD, FLORIDA ?2372
3. 'WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT MA
- AL OF STRAN 'BUILDINGS:: ''` ^'
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. WIND AND FLANGE BRACING RESPONSIBLE FQR ACCURAJE, GOOVQUALITY WORKMAN Q
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d
Code No.
This drawing rnust be
before shop drawings`approved and returneo
or fabrication can begin.
Any later changes, such
as the relocation of i
sash, doors, etc., made after dr
been a awings have
approved by you will incur extra ex
rind delay in fabrication, pense
A minimum engineering charge of $50.00 will f
be made for revising drawings after this
25' -0 25' -0 251-0 approval.
26 '-0 25'-0 •
APPROVED BY...... .„.„..««.......... .- _ I
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(WILDER)
125' -0 BL TO :BL -
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GENERAL NOTES _ __ - I 'I ��REMAINS THE PROPERTY ATIONAAN,BUPORATIO, ERE C� 1 O N D R A W" M TER A-307 BOLTS .FOR ALL GIRT, JAMB,AND HEADER'CONNECTIONS. QTY MARK•t�t0.: . AESCR.IPTION .. ���111
� I. USE 1/2 DIAMETER ......... - �' A UNIT OF.AMCA-INTERNATIONAL CORPORATION. IT r
SEE JOB DETAILS FOR BOLT LENGTHS. � PROVIDED SOLELY FOR ERECTING THE BUILDING DE- OB .
SCRIBED IN THE APPLICABLE PURCHASE, ORDER AND
CUSTOMER LOCATION J NO
- BUILDER ..,1; ;; ,. _ E
,. •, 2. SEE JOB DETAILS FOR SHEETING AND TRI
M FASTENER SPECIFICATIONS.
- ;. SHALL NOT BE.,MODIFIED.;';•REPROI)UCED OR USED FOR
ANY OTHER PURPOSE WI,THOUT''PRIOR WRITTEN APPROV- ��TRU I NG CENTRAL BAPTIST,
CHURCH SANFORD, FLORIDA ?2372
3. 'WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REMOVAL OR ALTERATION WITHOUT MA
- AL OF STRAN 'BUILDINGS:: ''` ^'
RAW
S PROHIBITED. ;_. �. ., f - RK •.,METAL:.S CTURES� - DR. DATE •r�
PRIOR AUTHORIZATION I i
DRAWING,
HE HALL STRUCTURAL SYSTEM AND SHOULD BE
THE GENERAL' CONTRACTOR .AND/OR ERECTOR IS SOLELY _ 1. .•. RE1� DATE BY DESCRIPTION •
NG ARE AN INTEGRAL PART OF T �1 S TR A N
. WIND AND FLANGE BRACING RESPONSIBLE FQR ACCURAJE, GOOVQUALITY WORKMAN Q
4 t L 7/ 5/88
PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. OINO`IN.'CONFORMANCE "! S V i
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ALL BOLTS SHOWN.HWO0821 FIELD BEND ALL TABS
ALL BOLTS SHOWN`HW00821 SEE ROOF FRAMING FOR MK. NO.
UNLESS NOTED ON ROOF FRAMING
'"ALL BOLTS SHOWN HWO0821 UNLESS NOTED ON ROOF•FRAMING
. E.W. STEEL LINE � 8•'. _ .
INTERMEDIATE FRAME PURLIN t`
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(2) STRUCT. FASTENERS
RAFTER FLANGE
,i FLANGE ..BRACE : I
(SEE CROSS SECTION
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(SEE CROSS SECTION SAG ANGLE EAVE DETAIL
FOR LOCATIONS) I.F. RAFTER' RAFTER FLANGE
I.F. RAFTER RAFTER RIDGE
FRAME
RIDGE DETAIL `
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(FOLLOW LEFT TO RIGHT)
PURLIN TO INTERIOR FRAME RSO 1 PURLIN TO INTERIOR FRAME RS01 PURLIN TO -,BEARING FRAME RAFTER RS03 SAG ANGLE CONNECTIONS RS2�1.
SEDRFI 8" PURLIN LAP END BAY S7 8" CONTINOUS PURLIN INTERIOR BAY S1 ALL PURLINS WITH INSET ENDWALL GIRTS S3 GABLED BUILDING-
EAVE
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EAVE STRUT
EAVE
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ENDS OF EAVE STRUTS.'
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1%2" X 1 1/2" :BOLTS
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_ (4) HWO0821 BOLTS WASHER --
RAFTER OR ROD NUT Roetie�
COLUMN WEB.,
Checker)
` \ WEB
Approved
SLOT
\ Code No.
(4) HWO0459 BOLTS BRACE )his drawing must
ROD \�``'' be approved and returnee
before shop drawings or fabrication can begin.
Any later changes, such as the relocation of
sash, doors, etc., made after 6drawings have
1 1 /2' been approved by you will incur extra expense
HILLSIDE and delay in fabrication.
A minimum engineering charge of $50.00 will
WASHER be made for revising drawings after this
BEARING FRAME
RAFTER HILLSIDE
approval.`
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APPROVED BY...........................r.....�_,.__; — t
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ALL BOLTS SHOWN HWO0821 ALL BOLTS 'SHOWN HWO0821
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INTERMEDIATE FRAME
INTERMEDIATE FRAME INTERIOR BAY END BAY `
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IW EAVE EFO 5 OUTSET G 1 RT/ AT INTERIOR COLUMN WSO 1 OUTSET G I RT AT', INTERIOR, COLUMN WSO 11.
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MARK METAL STRUCTURES CENTRAL BAPTIST CHURCH SANPORD, FLORIDA
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Gr�I STRAN
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4PP T4IP HW00850 BOLTS BCE2 BASE CLIPS FOR 3/4"
GCC1 CLIP W/(2) 1" GCA1 CLIP DIA. ANCHOR BOLTS
HWO0821 BOLTS BCE3°BASE CLIPS FOR 1"
CORNER GIRT OUTSET S.W. INSET E.W. WS11 INSET GIRT AT ENDPOST
DOUBLE CEE COLUMN 8" ZEE GIRTS S3 BUILT-UP COLUMN 8" ZEE GIRTS
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WS04 COLUMN BASE CLIP INSET GIRTS
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CLIP GSC', 6hIP MK CIVA /8" D . ANCHGO BOLT NUTS '� .
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before shop drawings or fabrication can begin.,
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sash, doors, etc., made after drawings have
J br en approve b
., `+.L �, �� •• PP y you will incur extra expense
ind delay in fabrication.
WAL GIRT '. `t A minimum engineering charge of $50.00 will
be made for revising drawings after . this
�'� `*• ��
ALL UCT. S REWS ` ., :,cv _ approval.
APPROVEDBY ..... ,............ ......�»....w......... r......,.�......4..,
DOORJAMB' '�,, •''. ��. �� (BUILDER)
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8PP EAVE 10" EAVE
# 1:12• ROOF STITCH STARTER PANEL ROOF STITCH RIDGE CAP SRC
2:12 SLOPE = 4"3/4" 3 1/4" SCREWS (4"0. C. SEE ROOF PANEL FASTENERS (6" O,C.)
3:12 SLOPE = 3 3/4" 3 BETWEEN PURLINS LAYOUT FOR PC.
HW00655 RIDGE CLOSURE
ROOF STITCH SCREWS 4:12 SLOPE 3 1/2" 2 3/4" MARK HW10886
(AS SHOWN) PEAK CAP 5:12 SLOPE = 3 1/2" 2 1/2"
LIP "OF
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PP TAPE SEALANT
--� 2 LAP HW10859 CLOSURE
[R OOF_� HW10825 INSIDE RIB ATTACH GUTTER 'STRAP HWO0740 BETWEEN
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TAPE SEAL. WRAPPED
SCREWS W/6 STRIP HW10823
ALL AROUND OF TAPE SEAL. RAKE FASCIA TUBE SEALANT
UNDER STRAP RKF SR100
GUTTER STRAP AT ---- ROOF
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STITCH SCREW MEMBER SCREWS
T
ATTACH TRA10 TRI TAPE SEALAN
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ROOF STITCH ROOF STRUCT. SCREWS AT 12" O.C. PANEL CLIP
S I -N .0 SCREW SCREWS PER
. (6) PER: PANEL HW1088,4 PANEL STIFFENER
PANEL HW10881
HWO0741 TAPE 1, _2PP
SEALANT APPLY:
WALL STITCH •
ON TOP LEG OF PURLIN
OUTSIDE RUBBER. CLOSURE --J
SCREW ECA TRIM CONT.
• SA PANELS HWO1106
USE,BL`IND RIVETS ON 1'--0" O. C, WALL MEMBER SCREWS
BOTTOM LIP OF LAP
I WALL. MEMBER SCREWS SR PANELS HW01101
RAKE TRIM RKF 1'-011 SS PANELS HWO5676`
EAVE CLOSURE 0. C. CUT TO LENGTH
TRIM ECA -0UTSIDE RUBBER CLOSURE TAPE MASTIC HWO0745 CLIPS HW10884 W/
LAP PEAK CAP WITH RAKE TRIM AND ATTACH P N :H 1 06 (2) HWO0665 SCREWS
•
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HWO0550 GUTTER SEALANT. EGC
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• SS PANELS:HW05676 AT (20 O.C.I TYP.:;
(FOLLOW LEFT TO RIGHT)
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PEAK CAP
si=oRsi SR AND SR100 ROOF WITH RKF RAKE TRIM ; SR100�ROOF SA, SR &
SS WALLS 2 SR100 ROOF SA R & SS WALLS S7 SR100 ROOF RIDGE S 2
THIS 'DRAWING, INCLUDING'THE INFORMATION HEREON,��{`
a REMAINS THE PROPERTY 'OF STRAN BUILDINGS, 0 R A W I N G
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M 1
A.UNIT OF AMCA INTERNATIONAL.CORPORATION..IT IS
I i I'S TO N �I
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PROVIDED SOLELY FOR ERECTING THE 'BUILDING .DE-,.,;-
SCRIBED IN THE APPLICABLE PURCHASE ORDER AND. BUILDER CUSTOMER LOCATION JOB NO.
$HALL NOT BE MODIFIED, REPRODUCED OR USED FOR
ANY OTHER`PURhOSE WI TROUT PRIOR'WRITTEN APPROV- � '.
AL OF STRAN BUILDINGS.
MARK METAL STRUCTURES i NC CENTRAL ` SAPT I ST CHURCH • SANFORD* FLORIDAFLOR I ®A 72372
' THE GENERAL CONTRACTOR AND/OR ERECTOR, IS SOLELY REV DATE BY DESCRIP
T.jON DR. BY DATE _ DRAWING
RESPONSIBLE FOR,ACCURATE, GOOD QUALITY!WORKMAN � ' STRAN •-' ..
�, /�
SHIP IN ER CTING:THIS BUILOINO ,IN CONFORMANCE ? Sf3 7�07�88
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THIS DRAWING ,DETA L REFERENCED IN THIS 0 BU ILD I NGS.
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HW10819 CLOSURE PLUG WRAPPED
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AS REQUIRED AND LAP WITH (2) W/HWO0741 TAPE SEALANT
HWO0746 TAPE SEALANT FEMALE RIB RIDGE CAP ROOF STITCH SCREWS (USE PIECES APPROX.
` SR100 ROOF PANEL HI -SIDE EAVE TRIM ROOF STITCH SCREWS AT 6" Q.C. 1 1/2 INCHES LONGI
OR TRANSITION CAP TRIM RIDGE CAP SRC
HWO0740
MASTIC
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CLIP HW10884 W/ MK.HW10881-
(2) HWO0666 SCREWS • • •' }' ;•
ROOF STITCH FASTENERS ,
6 PER PANEL
HWO0655 J '---
RIDGE CLOSURE HW10885 � INSTALL CONTINUOUS RUN OF RIB CLOSURE HW10825
HWO0741 TAPE SEALANT ON WRAP RIB CLOSURE
IbUl TOP OF SAVE CLOSURE ANGLE W/HWO0741 TAPE.;SEALANT
1-8 PRIOR TO INSTALLATION.
2 3 3 3 3 3 2 PANEL END STIFFENER HW10881
APPLY A 4" LONG PIECE
OF TAPE SEALANT AT ALL PEAK BOX SR100 ROOF PANEL
/ EAVE PANELS BEFORE RIDGE CLOSURE TRIM MK.RCT GABLE TRIM HW10885 RIDGE CLOSURE
f1 ERECTION (HWO0740) INSTALL WITH ROOF STITCH SCREWS HWO0740 MASTIC BETWEEN (FIELD WORK AS REQUIRED)
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TYPICAL FASTENER PLACEMENT GABLE TRIM (NOT BY STRAN)
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ROOF PANEL ENDLAF RCO2 EAVE SEALANT DETAIL RC36 RIDGE CLOSURE COVER TRIM RC40 RIDGE CAP RC01 ROOF PANEL CLOSURE AT BUILDING EAVE RC35
SR -100 ROOF SR100 ROOF RIDGE TERMINATION Ss SR100 ROOF
S1 �
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WALL PANEL WALL PANEL- *� t
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NOT BY STRAN SR R NEL WO1100
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SS PANEL HWO 567? 0 o Q o ° . • 0 . • 0 �`•� ,} ` '
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w �� SCREWS 12 O.C. �� A BLIND R I VET MARFi
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SHEETING INLET ELBOW
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6 36 PANEL INCREMENTS AT LAPS
S N ARO CO fl I T I ON AND INLET
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,� ,• SA WALL PANEL
BOTH WALLS SHEETED ss FRAM fl OPE'�NG SA�WAL PANEL ,� ,S 1 S 1 t
r� THIS DRAWING, INCLUDING THE INFORMATION HEREON,^,
REMAINS.THE PROPERTY OF STRAN BUILDINGS,
� A UNIT OF.AhiCA.INTERNATIONAL.GORPORATION._IT.IS
CUSTOM R EFER::ENCE DR A W 1,N.G
PROVIDED SOLELY'FOR,ERECTING THE BUILDING DE—
SCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL'NOT BE MODIFIED, REPRODUCED OR USED FOR BUILDER CUSTOMER LOCATION JOB N0.
' ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROV—
MA �C METALSTRUCTIlRES INC CENTRAL BAPTIST CHURCH SANFORD! FLORIDA 72372
>; AL OF STRAN BUILDINGS.
THE GENERAL' CONTRALTO AND/OR.ERECTOR IS SOLELY / REV DATE BY DESCRIPTION DR. BY DATE.
DRAWING
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a'' e WIT T I DRAWING, DETAILS REFERENCED IN THIS B U I L.. D I N G S
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