14-26191-0324 PDFs 26 0909 Add1 removed (1).pdf

1 2 3 4 5 6 7 8 9 10

W x2

C

A N

T B

E

W x2

C

A N

T B

E

W12x19

W12x19

5/8" MARINE GRADE

PLWD ROOF SHTHG

PER PLAN NOTES

FOLDING PARTITION PER ARCH.

DEMO (E) FOLDING PARTITION

AND W10 SUPPORT BEAM &

ATTACHMENTS PRIOR TO NEW

CONSTRUCTION

(E P

E M

B B

E N

T V

IF

(E P

E M

B B

E N

T V

IF

K B

K B

1200S162-68

@ 16"OC

(2) 1200S162-68

(2) 1200S162-68

K B

K B

W18x50 + C10x15.3 CAP

CHANNEL

K B

K B

S-500

S-500

W18x35

S-500

NBL NBL NBL NBL

N B

L L

L

L

NBL NBL

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-000 SERIES.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS

SHALL BE FIELD VERIFIED.

3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER

DRAWINGS.

4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE ATTACHED TO ROOF

FRAMING WITH #8 SCREWS @ 6"OC AT PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE

GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. PROVIDE 1/8"

SPACE BETWEEN PANEL ENDS AND EDGES.

5. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING.

6. 'KB' INDICATES L3 1/2x3 1/2x5/16 KICKER OR KNEE BRACE. ADDITIONAL INFORMATION PER DETAIL .

7. 'NBL' INDICATES NON-BEARING LINTEL. ADDITIONAL INFORMATION PER DETAIL .

8. 'L_' INDICATES BEARING LINTEL. SEE SCHEDULE ON THIS SHEET FOR ADDITIOONAL INFORMATION.

9. TYPICAL FRAMING DETAILS PER SHEET S-500 SERIES.

ROOF FRAMING PLAN NOTES:

5/S-500

4/S-500

STEEL FRAMING PLAN LEGEND

W12x19 (12) C=3/4"

20k

10KFT

20k

10KFT

(T/BEAM=0'-0" )

SUPPORT POINT

UNFACTORED

REACTION

DESIGNATION

MOMENT

DESIGNATION

INDICATES

CAMBER AT

CL OF SPAN

INDICATES # OF

HEADED STUDS

CONN INDICATOR,

REFER TO COVER

SHEET FOR ADDL

INFO

IF SHOWN, TOP OF STEEL

DESIGNATION RELATIVE TO

ELEVATION REFERENCE

MOMENT

DESIGNATION

SUPPORT POINT

UNFACTORED

REACTION

DESIGNATION

CONN INDICATOR,

REFER TO COVER

SHEET FOR ADDL

INFO

* IF BEAM REACTIONS NOT SHOWN ON FRAMING PLAN, REFER TO REACTION PLAN FOR ADDL INFORMATION.

N

© Copyright D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc.

D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.

www.dci-engineers.com

CIVIL / STRUCTURAL

1255 Drummers Lane, Suite 201 Wayne, Pennsylvania 19087 P: (484) 475-2180

T h e se d ra w in g s h av e b e e n r e le as e d a t th e r e q u e st o f th e c lie n t fo r th e p u rp o se o f b id d in g

T h e se d ra w in g s ar e n o t in te n d e d f o r p u rp o se s o f o b ta in in g a p e rm it o r co n st ru ct io n

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APPROVED

R E V I S I O N S

D R A W I N G #

D R A W I N G T I T L E

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P R O J E C T T I T L E

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C O N S U L T A N T S

SYMBOL DATE DESCRIPTION

D O N O T S C A L E D R A W I N G S

ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR

AND THE ARCHITECT NOTIFIED OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH THE

CONSTRUCTION

AMCJr.

ALBERT M. COMLY JR.

ARCHITECT

DCI PROJECT: 26191-0324

CONTACT: C. ULRICH

As indicated

08/21/2026

STK

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ROOF FRAMING PLAN

SCALE: 3/32" = 1'-0"

S-102

ROOF FRAMING PLAN

1 08/21/2026 BID SET

2 09/08/2026 ADDENDUM #1

L2 (2)L5x3 1/2x5/16

L1 W12x26 + 3/8" BOT PL

MARK LINTEL DESCRIPTION COMMENTS

STEEL LINTEL SCHEDULE

E

C T

IO

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SCREW AT BLKG TO

MATCH METAL DECK EDGE

ATTACH PER PLAN

SOLID BLKG x 43MIL MIN AT EA END

BAY OF FLAT STRAP BRIDGING RUN

AND @ 8'-0"OC MAX, WHERE RESILIENT

CHANNEL IS USED IN LIEU OF FLAT STRAP,

PROVIDE SOLID BLKG x 43MIL MIN AT

RESILIENT CHANNEL RUNS @ 48"OC MAX

SHTHG & ATTACHMENT PER PLAN

JOIST PER PLAN, TYP

STRAP 2"x43MIL @ 8'-0"OC OR

1/2"DP RESILIENT CHANNEL x 18MIL

MIN BRIDGING @ 48"OC W/

(1) #10 SCREW EA JOIST &

(3) #10 SCREWS TO BLKG

L1 1/2x1 1/2x54MIL x 5" W/

(3) # 10 SCREWS EA LEG

L1 1/2x4x54MIL x 5" W/ (3)

#10 SCREWS EA LEG

T/SHTHG

PER PLAN

BACK-TO-BACK DBL JOIST

PER PLAN, TYP

54MIL TRACK TO MATCH

JOIST SIZE W/ (2) #10

SCREWS T&B TO JOIST, TYP

EA SIDE OF DBL JOIST

S/LBV HANGER, TYP

WF BEAM

PER PLAN

SHTHG & ATTACHMENT

PER PLAN

SECTION

DBL JOIST W/ FASTENERS PER

STRUCT GENERAL NOTES

TRACK

PER HGR

MFR, TYP

T/SHTHG

PER PLAN

T/SHTHG

PER PLAN

JOIST PER PLAN

L2 1/2x1 1/2x8x54 MIL

W/ (3) #10 SCREWS @

EA JOIST

JOIST PER PLAN, TYP

TOP FLANGE HANGER

PER PLAN, TYP

WF BEAM PER

PLAN

SHTHG & ATTACHMENT

PER PLAN

PER HGR

MFR

T/SHTHG

PER PLAN

CONT FULL DEPTH

BLKG W/ 1/2"Ø THRU-

BOLTS @ 48"OC

CL BEAM

CL WALL WF BEAM + CAP

CHANNEL PER PLAN

(E) PEMB BENT PER

PLAN

MIN CLR PER

PARTITION MFR

PL3/8x6xLENGTH TO SUIT

MIN WELD LENGTH, TYP

ERECTION BOLT IN SLOTTED

HOLE AT CONTRACTOR'S

OPTION, TYP

1/4 4 MIN

1/4 4 MIN

T/CEILING

PER ARCH

THRD RODS, PLATE, AND

ATTACHMENTS PER PARTITION MFR

KICKER BRACE ANGLE PER PLAN

BENT PL1/4x4x4x0'-4", TYP

NON-BEARING LINTEL SCHEDULE

WIDTH OF OPENING

STEEL FOR EACH

4" OF WALL THICKNESS

UP TO 2'-11"

NOTES:

1. ALL CONCRETE LINTELS SHALL BE 4000 PSI CONCRETE AT 28 DAYS WITH GRADE 60 REINFORCING.

2. ALL STEEL LINTELS SHALL BE ASTM A-36.

3. FILL CMU VOIDS SOLID (2) COURSES BELOW LINTEL BEARING.

4. ALL LINTELS SHALL HAVE 8" MINIMUM BEARING, UNO.

5. LINTEL TYPES (STEEL OR PRECAST) IS THE CONTRACTOR'S OPTION UNLESS SPECIFICALLY NOTED ON THE

DRAWINGS.

3'-0" TO 3'-11"

4'-0" TO 5'-11"

6'-0" TO 8'-0"

L3-1/2 x 3-1/2 x 5/16

L4 x 3-1/2 x 5/16

L5 x 3-1/2 x 5/16

L6 x 3-1/2 x 5/16

PRECAST CONC FOR EACH

4" OF WALL THICKNESS

(1) #4 TOP & BOTTOM

(1) #4 TOP & BOTTOM

(1) #4 TOP & BOTTOM

(1) #5 TOP & BOTTOM

REMARKS

WALL

BEYOND

CMU OR

BRICK

ANGLE OR

PRECAST

CONCRETE

LINTEL

WALL

BEYOND

CMU OR

BRICK

WALL

BEYOND

CMU OR

BRICK

ANGLE OR

PRECAST

CONCRETE

LINTEL

ANGLE OR

PRECAST

CONCRETE

LINTEL

3 5/8" 7 5/8" 11 5/8"

BOLTS AT BEAM

GAGE

FULL DEPTH

STIFF PL

BEAM PER PLAN, TYP

COL PER PLAN, TYP

CAP PL3/4x12x'bf' W/ (4)

3/4"Ø THRU-BOLTS

1/4"

BEAM OVER COLUMN

NOTES:

1. 'bf' INDICATES BEAM FLANGE WIDTH.

CL COL & STIFF PL

TYP

1 1/2"

TYP

1 1/2"

LINTEL

PER PLAN/ SCHEDULE

GROUT SOLID A MIN AREA OF

16" LG x (2) COURSES DEEP

BELOW LINTEL BEARING

TYP UNO

8" MIN

© Copyright D'Amato Conversano Inc. All Rights Reserved This document, and the ideas and designs may not be reused, in whole or in part, without written permission from D'Amato Conversano Inc.

D'Amato Conversano Inc. disclaims any responsibility for its unauthorized use.

www.dci-engineers.com

CIVIL / STRUCTURAL

1255 Drummers Lane, Suite 201 Wayne, Pennsylvania 19087 P: (484) 475-2180

T h e se d ra w in g s h av e b e e n r e le as e d a t th e r e q u e st o f th e c lie n t fo r th e p u rp o se o f b id d in g

T h e se d ra w in g s ar e n o t in te n d e d f o r p u rp o se s o f o b ta in in g a p e rm it o r co n st ru ct io n

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R E V I S I O N S

D R A W I N G #

D R A W I N G T I T L E

S C A L E

D A T E

C H E C K E D

D R A W N

P R O J E C T T I T L E

S E A L

C O N S U L T A N T S

SYMBOL DATE DESCRIPTION

D O N O T S C A L E D R A W I N G S

ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR

AND THE ARCHITECT NOTIFIED OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH THE

CONSTRUCTION

AMCJr.

ALBERT M. COMLY JR.

ARCHITECT

DCI PROJECT: 26191-0324

CONTACT: C. ULRICH

As indicated

08/21/2026

STK

BIM

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S-500

FRAMING DETAILS &

SECTIONS

SCALE: 1" = 1'-0"

TYPICAL STEEL JOIST BRIDGING

(07102_M) SCALE: 1" = 1'-0"

RIM JOIST AT CANOPY EDGE

(07161A_M) SCALE: 1" = 1'-0"

TYPICAL JOIST ATTACHMENT

TO WIDE FLANGE BEAM

(07160_M)

SCALE: 1" = 1'-0"

FOLDING PARTITION SUPPORT DETAIL

SCALE: 1 1/2" = 1'-0"

NON-BEARING LINTEL (NBL) SCHEDULE

(04000-10-MID)

SCALE: 1" = 1'-0"

BEAM TO HSS COLUMN CONNECTIONS

(05050-MID_M)

1 08/21/2026 BID SET

2 09/08/2026 ADDENDUM #1

SCALE: 1" = 1'-0"

TYPICAL LINTEL BEARING DETAIL

(05000-03-MID)