14-645-0161' -0" 36' -2"
@ ALL BAYS.
o TYP. JOISTS SPACING
5
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12 1 ROOF JOIST PLACEMENT PLAN
REF.: S2.1
NORTH 1. THE TAG END OF THE JOIST IS THE END AT WHICH THE PIECEMARK IS LOCATED.
2. DESIGN JOIST TWO LOAD CASE. CASE 1: 28K7, CASE 2: 28KSP2831142 + ADD'L LOAD.
3. DESIGN JOIST TWO LOAD CASE. CASE 1: 16K4, CASE 2: 16KSP283/142 + ADD'L LOAD.
4. DESIGN JOIST TWO LOAD CASE. CASE 1: 26K5, CASE 2: 26KSP283/142 + ADD'L LOAD.
5. DESIGN JOIST TWO LOAD CASE. CASE 1: 20K5, CASE 2: 20KSP283/142 + ADD'L LOAD.
6. DESIGN JOIST TWO LOAD CASE. CASE 1: 20K6, CASE 2: 20KSP283/142 + ADD'L LOAD.
7. ALL JOISTS AND JOIST GIRDER BEARING COL's ARE HSS6x6.
8. < +-X.XK > INDICATES BOTTOM CHORD AXIAL LOAD.
9. INDICATES SUSPENDED SOFFIT (GRAVITY DEAD LOAD = 70 PLF).
10. INDICATES METAL STUD PARTITION WALL (BELOW ROOF DECK).
11. REFERENCE DWG JE1.01 FOR LEGEND, SYMBOLS & ABBREVIATIONS.
12. FOR SECTIONS SEE JE4.01.
\L NET UPLIFT =SEE DIAGRAM (J /
ADDITIONAL BRIDGING DUE TO UPLIFT
A SINGLE ROW OF HORIZONTAL BRIDGING LOCATED
@ THE FIRST BOTTOM CHORD PANEL POINT @ EACH
END. TYP. @ EACH JOIST SHOWN - - - ON PLAN.
THE UPLIFT BRIDGING SIZE IS THE SAME AS THE
REGULAR BRIDGING SIZE FOR THAT BAY.
UPLIFT BRIDGING DETAIL
UPLIFT BRIDGING MUST BE LOCATED
PER DIMENSIONS (WHEN PROVIDED)
SHOWN ON PLAN. BRIDGING MAY BE
LOCATED EITHER SIDE OF THE JOIST
BOTTOM CHORD PANEL POINTS.
18' -7" 11' -3"
?, -?„ QUES.# 1
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(TYP.) 4
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°� I I 11 'r
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28' -1
TYPICAL HORIZONTAL BRIDGING
MATERIAL SIZES:
H2 = L1 1/4x1 1/4x0.125
A
4
+0.33K -
O
v� M
?'_?"
W
E
I�
"
JOIST NET UPLIFT DIAGRAM
REF.: S -0.1
ZONE -1 ZONE -2
E-=] EM
-44.95 PSF -53.28 PSF
ALL JOIST & BRIDGING WILL BE PAINTED WITH
ONE COAT SJI STANDARD GRAY DIP PRIMER.
IF UNPAINTED JOIST ARE REQUIRED, THESE
AREAS MUST BE CLEARLY NOTED ON THESE
DRAWINGS.
JOIST
NOTE # F
PL 1/2 "x6 "x10"
APPROVERS:
PLEASE VERIFY
OR CORRECT ALL
ITEMS CLOUDED IN
ORDER FOR PROJECT
TO BE SCHEDULED FOR
FABRICATION.
DETAIL 'A'
TOP CHORD NOT SHOWN
FOR CLARITY
BASED ON 5 " SEAT WIDTH FOR'K'
SPACE TOP CHORD BRIDGING EQUALLY BETWEEN SUPPORTS
IF X- WELDED "TERMINATION" BRIDGING IS REQUIRED
ALIGN WITH BOTTOM CHORD BRIDGING TYP.
SPACE BOTTOM CHORD BRIDGING EQUALLY
BETWEEN FIRST BOTTOM CHORD PANEL POINTS
UPLIFT BRIDGING WILL BE SHOWN ON
PLAN THUS --------------- -
LOCATE AT FIRST BOTTOM CHORD PANEL POINT OF JOISTS
UAL SPACES
CI 1 C• 1 1 /
EQUAL SPACES J� EQUAL SPACES
IF X- BOLTED BRIDGING IS REQUIRED, PLACE NEAR JOIST MIDSPAN.
FYPICAL BRIDGING SPACING AT ROOF JOIS1
NOTE: BRIDGING ROW QUANTITY'S WILL VARY.
(SEE JOIST ERECTION PLANS FOR BRIDGING ROW REQUIREMENTS.)
GENERAL -NO rES
1. All products provided by Canam Steel Corporation In connection
wn labs drli�wiD9 a'a subJe, t to Canam Steel Corporation's
StrrdarN Tears ane C -3nditons for Joist Sales. By accepting
the piodud -, V-he purchaser adm�ow%edges that they have received
and7eview--C'the3'3c Zerms'snJ conditions.
2. Minimum design requirements to be per S.J.I. (and S.D.I. when deck
is suFp:W :)y CaN .1-1 latest Wi"iiun, unless otherwise noted herein.
a Paint- One shod coat Grey Qrimer
(SpeC' a;iuns pro4QI% d u06 iequest j
4. The Issuance of this drawing does not constitute the acceptance of
a customers order.
5.(01012, Canam Steel Corporation. Unauthorized use of
the dnewing and information provided herein Is strictly forbidden.
6. Camber will be fumished on all joists and joist girders (see S.J.I.
latest edition for appra)dmate camber) unless specifically modified by
the contract documents. Camber and deflection must be considered
when detailing framing adjacent or framing to joists or girders.
7. The design is based upon load information specifically submitted to
Canam Steel Corporation. No special bads or other forces have
been provided for unless purchaser has requested them in writing.
Such special loads or other forces shall include, without liinikation;
uplift,cancentrated bads from roof top units, mdai loads from
kicker angles, etc.
6. Canam's erection drawings herein were prepared using the Structural
portion of the contract drawings as its primary guide using the
Architectural drawings (when provided) only for missing information or
for dariflcetion. Canam does not accept any responsibllity for
discrepancies between the Structural and Arichttedural drawings.
ERECTION NOTES
1. This drawing is to be used only for the erection of products supplied
by Canam Steel Corporation as indicated by an erection mark on
the plans and/or sections.
2. Canam Steel Corporation is not responsible for the handling and
erection of materials it supplies. The design and manufacture
of the materials assumes that they are handled in accordance with all
applicable laws and regulations. Canam Steel Corporation is not
responsible for any mishandling or failure to property erect the materials.)
3. Canam Steel Corporation has not examined any field conditions and
assumes no responsibility, for any site conditions. Purchaser must
notify Canam Steel Corporation of any discrepancies between
the field conditions and Canam Steel Corporation's File and Field
Use drawings.
4. Any modification of material supplied by Canam Steel Corporation
without prior written consent will automatically release Canam from
all liability with respect to such material
ERECTOR'S NOTE:
4N BAYS W4r OR LESS, THE FOLLOWING APPLIES
TO ANY COLUMN JOISTS OR JOISTS NEAR A COLUMN:
• THESE JOISTS HAVE NOT BEEN DESIGNED TO SUPPORT
AN EMPLOYEE WITHOUT BRIDGING INSTALLED.
• THESE JOISTS ARE NOT OSHA JOISTS DESIGNED FOR
STABILITY PER SUBPART R 1926.757(8x3).
• SPECIAL ERECTION METHODS MUST BE INCORPORATED.
• EMPLOYERS WILL BE CONSIDERED TO BE IN COMPLIANCE
WITH 1926.757(ax3) IF THEY ERECT THESE JOISTS
EITHER BY: (1) INSTALLING BRIDGING OR OTHERWISE
STABILIZING THE JOIST PRIOR TO RELEASING THE
HOISTING CABLE, OR (2) RELEASING THE CABLE
WITHOUT HAVING A WO ON THE JOISTS.
• DO NOT ALLOW EMPLOYEES ON THESE JOISTS UNTIL
ADEQUATELY STABILIZED.
CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS.
-IN BAYS GREATER THAN 6c'-c, JOISTS AT OR NEAR
COLUMNS SHALL BE ERECTED IN TANDEM (PAIR) WITH
AN ADJACENT JOIST. ALL BRIDGING MUST BE INSTALLED
BEFORE LIFTING AND THE PAIR OF JOISTS MUST BE
SECURED TO THEIR SUPPORT BEFORE RELEASING THE
HOISTING LINE. THIS REQUIREMENT MAY BE WAIVED UNDER
CERTAIN CONDITIONS. CONSULT THE OSHA SAFETY
STANDARDS FOR SPECIFICS.
DESIGN METHOD:
ASD Q LRFDE3 FACTOREDCI
FOR APPROVAL ONLY
is 410 ANAM
Jolets and Steel Deck
140, South Ellis Road, Jadoionvft FL. 32254
Phone: (804) 761-CM Fax (904) 761 -2004
Email: pmjax@canam.ws
NAM E: E`-r CVS #10111 BIRD ROAD
NAM
LOCATION: MIAMI FL.
TITLE: ROOF JOIST PLACEMENT PLAN
crSrowEk* BRUNSTEEL CORP
ARCHrTECT:CKE GROUPS
ENGINEEM
DRAYM 6Y: CASE: PLANt
IDonB 4116=14 Jacksonville DRAW GNOR
CHECKM M OAM P174 c0; JE3.01
CJG 4n4no14 Q02164
- - - - -- ON PLAN
INDICATES ONE ROW OF HORIZONTAL
BRIDGING ON TOP AND BOTTOM CHORD
IF X- WELDED "TERMINATION" BRIDGING IS REQUIRED
ALIGN WITH BOTTOM CHORD BRIDGING TYP.
SPACE BOTTOM CHORD BRIDGING EQUALLY
BETWEEN FIRST BOTTOM CHORD PANEL POINTS
UPLIFT BRIDGING WILL BE SHOWN ON
PLAN THUS --------------- -
LOCATE AT FIRST BOTTOM CHORD PANEL POINT OF JOISTS
UAL SPACES
CI 1 C• 1 1 /
EQUAL SPACES J� EQUAL SPACES
IF X- BOLTED BRIDGING IS REQUIRED, PLACE NEAR JOIST MIDSPAN.
FYPICAL BRIDGING SPACING AT ROOF JOIS1
NOTE: BRIDGING ROW QUANTITY'S WILL VARY.
(SEE JOIST ERECTION PLANS FOR BRIDGING ROW REQUIREMENTS.)
GENERAL -NO rES
1. All products provided by Canam Steel Corporation In connection
wn labs drli�wiD9 a'a subJe, t to Canam Steel Corporation's
StrrdarN Tears ane C -3nditons for Joist Sales. By accepting
the piodud -, V-he purchaser adm�ow%edges that they have received
and7eview--C'the3'3c Zerms'snJ conditions.
2. Minimum design requirements to be per S.J.I. (and S.D.I. when deck
is suFp:W :)y CaN .1-1 latest Wi"iiun, unless otherwise noted herein.
a Paint- One shod coat Grey Qrimer
(SpeC' a;iuns pro4QI% d u06 iequest j
4. The Issuance of this drawing does not constitute the acceptance of
a customers order.
5.(01012, Canam Steel Corporation. Unauthorized use of
the dnewing and information provided herein Is strictly forbidden.
6. Camber will be fumished on all joists and joist girders (see S.J.I.
latest edition for appra)dmate camber) unless specifically modified by
the contract documents. Camber and deflection must be considered
when detailing framing adjacent or framing to joists or girders.
7. The design is based upon load information specifically submitted to
Canam Steel Corporation. No special bads or other forces have
been provided for unless purchaser has requested them in writing.
Such special loads or other forces shall include, without liinikation;
uplift,cancentrated bads from roof top units, mdai loads from
kicker angles, etc.
6. Canam's erection drawings herein were prepared using the Structural
portion of the contract drawings as its primary guide using the
Architectural drawings (when provided) only for missing information or
for dariflcetion. Canam does not accept any responsibllity for
discrepancies between the Structural and Arichttedural drawings.
ERECTION NOTES
1. This drawing is to be used only for the erection of products supplied
by Canam Steel Corporation as indicated by an erection mark on
the plans and/or sections.
2. Canam Steel Corporation is not responsible for the handling and
erection of materials it supplies. The design and manufacture
of the materials assumes that they are handled in accordance with all
applicable laws and regulations. Canam Steel Corporation is not
responsible for any mishandling or failure to property erect the materials.)
3. Canam Steel Corporation has not examined any field conditions and
assumes no responsibility, for any site conditions. Purchaser must
notify Canam Steel Corporation of any discrepancies between
the field conditions and Canam Steel Corporation's File and Field
Use drawings.
4. Any modification of material supplied by Canam Steel Corporation
without prior written consent will automatically release Canam from
all liability with respect to such material
ERECTOR'S NOTE:
4N BAYS W4r OR LESS, THE FOLLOWING APPLIES
TO ANY COLUMN JOISTS OR JOISTS NEAR A COLUMN:
• THESE JOISTS HAVE NOT BEEN DESIGNED TO SUPPORT
AN EMPLOYEE WITHOUT BRIDGING INSTALLED.
• THESE JOISTS ARE NOT OSHA JOISTS DESIGNED FOR
STABILITY PER SUBPART R 1926.757(8x3).
• SPECIAL ERECTION METHODS MUST BE INCORPORATED.
• EMPLOYERS WILL BE CONSIDERED TO BE IN COMPLIANCE
WITH 1926.757(ax3) IF THEY ERECT THESE JOISTS
EITHER BY: (1) INSTALLING BRIDGING OR OTHERWISE
STABILIZING THE JOIST PRIOR TO RELEASING THE
HOISTING CABLE, OR (2) RELEASING THE CABLE
WITHOUT HAVING A WO ON THE JOISTS.
• DO NOT ALLOW EMPLOYEES ON THESE JOISTS UNTIL
ADEQUATELY STABILIZED.
CONSULT THE OSHA SAFETY STANDARDS FOR SPECIFICS.
-IN BAYS GREATER THAN 6c'-c, JOISTS AT OR NEAR
COLUMNS SHALL BE ERECTED IN TANDEM (PAIR) WITH
AN ADJACENT JOIST. ALL BRIDGING MUST BE INSTALLED
BEFORE LIFTING AND THE PAIR OF JOISTS MUST BE
SECURED TO THEIR SUPPORT BEFORE RELEASING THE
HOISTING LINE. THIS REQUIREMENT MAY BE WAIVED UNDER
CERTAIN CONDITIONS. CONSULT THE OSHA SAFETY
STANDARDS FOR SPECIFICS.
DESIGN METHOD:
ASD Q LRFDE3 FACTOREDCI
FOR APPROVAL ONLY
is 410 ANAM
Jolets and Steel Deck
140, South Ellis Road, Jadoionvft FL. 32254
Phone: (804) 761-CM Fax (904) 761 -2004
Email: pmjax@canam.ws
NAM E: E`-r CVS #10111 BIRD ROAD
NAM
LOCATION: MIAMI FL.
TITLE: ROOF JOIST PLACEMENT PLAN
crSrowEk* BRUNSTEEL CORP
ARCHrTECT:CKE GROUPS
ENGINEEM
DRAYM 6Y: CASE: PLANt
IDonB 4116=14 Jacksonville DRAW GNOR
CHECKM M OAM P174 c0; JE3.01
CJG 4n4no14 Q02164