2._C2595001_Drawings.pdf

7/16/2025

CHK'D:

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS CERTIFICATION OF DRAWINGS IS FOR THE ONE

BUILDING ONLY AT THE SITE LISTED ABOVE. IT IS VALID

ONLY IF THE MATERIALS SHOWN ON THESE DRAWINGS

ARE FURNISHED BY RCP SHELTERS, INC. AND ONLY IF

MATERIALS ARE PAID FOR IN FULL.

IF MODIFICATION IS MADE WITHOUT EXPRESSED WRITTEN

CONSENT OF RCP SHELTERS, INC., OR IF PAYMENT IS NOT

MADE IN FULL, THEN CERTIFICATION BECOMES NULL & VOID.

DESIGN CERTIFICATION FOR:

BUILDING SIZE:

BUILDING LOCATION:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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12' x 12'

PERRIS, CA

CONTRACT NOTE:

Reference accepted proposal and/or executed contract for identification of items furnished. Any item not specifically included shall be provided by owner, installer or others. Some items are specifically noted as N.I.C. (not in contract).

STEEL & HARDWARE SHOP NOTES:

1. All steel plate to be ASTM A572 Grade 50.

2. Steel tubes to be ASTM A500 Grade C.

3. All welding is to be done in accordance with latest AWS standards. If welds are not specified, all welds are to develop full strength of all component parts.

4. All bolts to be ASTM F3125 Grade A325 Type 1. Exception: All bolts smaller than 1/2"Ø to be A307A. Anchor bolts as noted.

5. All nuts to be ASTM A563DH except as noted. At F1554 Gr. 36 anchor bolts and A307A bolts, nuts to be ASTM A563A.

6. All fabricated steel to be hot-dipped galvanized (HDG).

7. Hardware (bolts, nuts, washers, etc.) to be hot-dipped galvanized (HDG). Shop to verify hole tolerances and tolerances of threaded parts for compatibility of the galvanized parts only.

ELECTRICAL CONDUIT NOTE:

If electrical access is required; install conduit in foundation and align with access hole in column base plate. Coordinate with electrical contractor.

ERECTION NOTES:

All steel members must be properly braced until the complete structural system has been constructed. Correction of minor misfits and a reasonable amount of reaming or alignment with drift pins will be considered a legitimate expense of erection.

In the event of error, defect in materials, and/or workmanship of shop work which prevents proper assembling and fitting up of parts by the moderate use of drift pins, or reaming, immediately report to the seller and obtain seller's approval of the method of correction.

Bolts to be snug tight. Torque measurement is not required.

NOTE: This building has been designed as a free standing, open structure. If walls are to be added, or if the building is to adjoin another structure, or if other modifications are to be made, the structure must be re-engineered prior to these modifications (by others).

DECK SUPPORT CAPS REQUIRED AT BEAMS FOR

VARIOUS CONDITIONS. SEE BEAM AND DECK SUPPORT

CAP DETAIL(S) FOR CAP ATTACHMENT FOR A HIP, RIDGE,

EAVE OR CUPOLA CONDITION.

ERECTOR NOTE:

ERECTOR NOTE:

SEE METAL DECK DETAILS FOR

ATTACHMENT OF CAP/TRIM PIECES.

C C

-1 C

C -1

ROOF FRAMING PLAN

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

12'-0" OUT/OUT OF ROOF

1'-3" 4'-9" 4'-9" 1'-3"

'-0

" O U

T/ O

U T

O F

R O

O F

TYPICAL MEMBERS &

CONNECTIONS FOR

EACH BAY

A

S-1

S-

B-1 B-1

B-

S-

EC-2

EC-2

EC-2

EC-2

SP4

EC

-1

2" x 24ga. x 50ksi MEGA-RIB PREFINISHED ROOF PANELS

(3'-0" COVERAGE PER SHEET) SEE DECK DETAILS FOR

ATTACHMENT.

A

SECTION

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

18.43495°

8' -2

1 4"

GRADE

BUILDING

BEAM @ BOT.

4'-103 4"

SEE DECK EDGE

DETAIL.

ELEVATION

DESIGN CRITERIA:

2022 California Building Code Type of Construction: Type II-B Occupancy Classification: Assembly A-3 Building Risk Category II Mean Roof Height = 10’-4” Building Area = 144 ft2

No. of Occupants = 10 (15 ft2 per person)

ROOF DL

Metal Roofing 1.2 psf Misc. 0.8 psf Total = 2.0 psf + weight of framing

ROOF LL

Lr = 20 psf

ROOF SL

Pg = 0 psf (Ground Snow)

WIND LOAD

Vult = 96 mph, Vasd = 74 mph Exposure 'D', Open Building w/ GCpi = 0 Component & Cladding Ultimate Wind Pressures:

Pressure = 40.2 psf, Suction = -37.0 psf

SEISMIC

IE = 1.0

SS = 1.564, S1 = 0.607

Site Class D (Default)

SDS = 1.251, SD1 = 0.688

Seismic Design Category D Equivalent Lateral Force Procedure Cantilevered Column Systems - Steel ordinary cantilever column system R = 1.25, CS = 1.001, ρ = 1.3, V = 1,200#

1058"

PILASTER (BEYOND)

8' -2

1 4"

Marissa.Baker Text Box The Drawings can be used as the Basis of Design. Refer to Specification 051200 Steel Shade Structure for detailed information.

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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COLUMN BASE PLAN

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

'-5

45°

C-1 TYP.

SEE COLUMN BASE

DETAIL ON THIS SHEET.

9'-6" CL./CL. OF COLUMNS

9' -6

" C L.

/C L.

O F

C O

LU

M

N S

4" 4"

COL.

4" 4"

C O

L.

PLAN

LEVELING NUTS

NON-SHRINK GROUT

COLUMN BASE DETAIL

11 2"

CONCRETE NOTES:

1. All concrete work is designed by others.

2. Leveling nuts have been shown under column base plate. Adjust leveling nuts as required to ensure all column bases are at the same elevation. Fill void between column base plate and top of foundation with non-shrink grout.

3. Grout shall be non-shrink, non-metallic, factory pre-mixed grout in accordance with ASTM C1107 with F'c of not less than

6,000 psi.

N1

N4

YN2

X Z N3

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NOTES:

1. ALL ITEMS TO BE HOT DIPPED GALVANIZED

ANCHOR BOLT GRADE (SUPPLIER OPTION):

F1554 GR. 36 THREADED ROD

OR

F1554 GR. 55 S-1 THREADED ROD

FOUNDATION HARDWARE PARTS LIST

QTY HARDWARE DESCRIPTION REMARKS

16 3/4" X 24" THREADED ROD REFERENCE PO

16 1/2" X 2 1/2" SQUARE WASHER (13/16" HOLE O.C.), A36 REFERENCE PO

64 3/4" HEAVY HEX NUT, A563A (ANCHOR & LEVELING) REFERENCE PO

THREADED ROD ANCHOR WITH PLATE

WASHER & NUTS, SEE FOUNDATION

HARDWARE PARTS LIST.

31 2"

1"

GRADE

FOUNDATION DESIGN IS

BY OTHERS

Marissa.Baker

The Drawings can be used as the Basis of Design. Refer to Specification 051200 Steel Shade Structure for detailed information.

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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CONN S-1 1-req'd.

-1 MK-100 COMPRESSION RING

-4 3/4"Ø x 2" BOLT (WITHOUT NUT)

ERECTOR NOTES:

COVERPLATE ASSEMBLY

CPA-1 & CAP-12

1. BEFORE ATTACHING COVERPLATE ASSEMBLY, MAKE SURE THAT THE NUBS ON THE

BACKER PLATE FACE THE COVER PLATE.

2. LOCK NUT IS PRESET IN SHOP, BUT CAN BE RE-ADJUSTED IN FIELD TO PROVIDE THE

NECESSARY TENSION IN SPRING TO OBTAIN ADEQUATE FRICTION BETWEEN PLATE

& BEAM FOR ERECTION.

3. PLACE COVERPLATE ASSEMBLIES ON TUBES CAREFULLY SO AS TO NOT SCRATCH

THE PAINT ON TUBE.

4. ERECTION OF COVERPLATE ASSEMBLY:

A. PUT ONE END OF BACKER PLATE THRU ACCESS HOLE AND BEHIND TUBE

WALL.

B. SHIFT ASSEMBLY TO ONE SIDE ONLY ACCESS HOLE SO THAT THE OTHER END

OF THE BACKER PLATE CAN SLIDE THRU THE ACCESS HOLE AND BEHIND TUBE

WALL. SUGGEST HOLDING A THIN PIECE OF CARDBOARD OR SIMILAR

MATERIAL AGAINST TUBE TO PROTECT FROM SCRATCHING WHILE SLIDING

COVERPLATE BACK AND FORTH INTO POSITION.

C. POSITION ASSEMBLY SO THAT IT IS PARALLEL WITH TUBE AND NUBS ON

BACKER PLATE SIT INSIDE THE ACCESS HOLE W/ BACKER PLATE ORIENTED AS

NEAR VERTICAL AS POSSIBLE.

5. CAULK ALL AROUND COVERPLATE WITH A BEAD OF CLEAR SILICONE CAULK AFTER

COVERPLATE IS PROPERLY POSITIONED.

CONN S-2 4-req'd.

-1 CPA-1 4 1/2" SQUARE COVERPLATE ASSEMBLY

-1 1/2"Ø x 6 1/2" BOLT -1 3/4"Ø x 2" BOLT (WITHOUT NUT)

-1 1/2"Ø HEX NUT

-2 CPA-12 3 1/2" SQUARE COVERPLATE ASSEMBLY

AUX. PLAN

PLAN

ERECTOR NOTE

ERECT MK-100 WITH BOTTOM PLATE

TOWARD GROUND (AS SHOWN).

HARDWARE PARTS LIST

HARDWARE DESCRIPTION REMARKSQ L

A

OOSE

OR

TTACH

UANTITY PART NO.

8 L 3/4"Ø x 2" BOLT H325G 075 0200

8 A 3/4"Ø HEX NUT HN325G 075-10

8 L 3 1/2" SQ. COVERPLATE ASSEMBLY CPA-12

4 L 1/2"Ø x 6 1/2" BOLT H325G 050 0650

4 L 1/2"Ø HEX NUT HN325G 050-13

4 L 4 1/2" SQ. COVERPLATE ASSEMBLY CPA-1

20 A 9/16"Ø ALUMINUM PLUG

OF

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Marissa.Baker

The Drawings can be used as the Basis of Design. Refer to Specification 051200 Steel Shade Structure for detailed information.

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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13/16"Ø HOLE ON C.L.

OF TUBE TO ALLOW

DRAINING FOR

GALVANIZING PROCESS.

9/16"Ø HOLE IN TOP &

BOT. OF TUBE ON C.L.

PLUG WITH 9/16"Ø

ALUMINUM PLUG AFTER

GALVANIZING

HS-7 6-REQ'D.

HIP ATTACHMENT DETAIL

DECK SUPPORT CAP DETAIL

1. CENTER HIP SUPPORT ON BEAM AND ATTACH WITH

DECK SCREWS @ 16" O.C. AND 4" MAX FROM ENDS

PRIOR TO BUILDING ASSEMBLY.

2. HS TO BE CONTINUOUS FOR UPPER PORTION OF

BEAM. EXCEPTION: HS TO STOP APPROXIMATELY 1/2"

FROM EDGE OF BEAM ACCESS HOLE. FIELD CUT HS

TO LENGTH AS REQ'D.

ERECTOR NOTES:

SEE DECK SUPPORT CAP DETAIL

FOR CAP ATTACHMENT.

ERECTOR NOTE:

HIP SUPPORT

7'-10" TUBE LENGTH

7'-71 2"

FAB. SAME

AS OPP. END

HSS 4 x 4 x .1196

AUX. PLAN

9'-711

16" TUBE LENGTH

TRUE VIEW OF

END PLATE

S-2 S-2

END PLATES NOT SHOWN FOR CLARITY.

AUX. PLAN

TRUE VIEW OF

END PLATE31

4"Ø HOLE @ F.S.

BEAM B-1 4-req'd.

AUX. PLAN

TS 5 x 5 x .1196

2 12 "

S-1

BEAM B-2 4-REQ'D

MK-4

4"Ø HOLE IN TOP OF TUBE

13/16"Ø HOLE IN BOTTOM OF TUBE

S-2

H

SS

x x

/1

COLUMN C-1 4-req'd.

8' -0

" T U

BE

L

EN

G

TH

AUX. PLAN

MK-1

BASE PLATE

MK-2

CENTER ON

END OF TUBE

3 4"

5"

MK-3

CENTER ON BOT. OF TUBE

S-2

MK-5

CENTER ON

END OF TUBE

MK-6L

CENTERED ON END

OF TUBE

MK-6R

CENTERED ON END

OF TUBE

9/16"Ø HOLE

9/16"Ø HOLE ON C.L.

PLUG WITH 9/16"Ø

ALUMINUM PLUG AFTER

GALVANIZING

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Marissa.Baker

The Drawings can be used as the Basis of Design. Refer to Specification 051200 Steel Shade Structure for detailed information.

REV 1:

DRAWN:

REV 2:

REV 4:

REV 3:

EEC JOB NO.:

SHEET NO.:

SHOP DWG NO.:

PROJ. NO.:

THIS PRINT IS THE PROPERTY OF RCP

SHELTERS AND IS NOT TO BE USED,

COPIED, OR REPRODUCED WITHOUT

THEIR EXPRESSED WRITTEN PERMISSION.

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DECK DETAIL @ EAVE BEAM

MEGA-RIB PREFINISHED

ROOF PANELS.

SECTION THRU ROOFING PANEL @ SUPPORTING MEMBER

DECK DETAIL @ HIP BEAM

SECTION LOOKING UP HIP BEAM

5.

9" HIP CAP

40 LN. FT. REQUIRED

INSTALLATION:

FASTEN RIDGE CAP TO EACH ROOFING PANEL AT

EVERY RIB. (1) LAP SCREW EACH SIDEMETAL DECK END CAP EC-2

1"

13 4"

4"

FIELD TRIM ENDS

AS REQ'D.

ELEV

8-REQ'D.

SIDE

DECK EDGE DETAIL

ERECTOR NOTE:

DECK SUPPORT CAP NOT SHOWN

AT HIP DETAIL FOR CLARITY.

DECK SCREWS, 1 EACH

SIDE OF RIB.

6'-0" TO BLDG. CENTERLINE

1/4"Ø WEEP HOLES AT 12" O.C. IN

END CAPS

METAL END CAP

METAL ROOF PANELS

LAP SCREWS @ CENTER

OF EVERY OTHER RIB.

CLEAR PROTECTIVE FILM MUST BE REMOVED FROM ALL METAL

PRIOR TO INSTALLATION.

METAL ROOFING SHOULD BE STORED INDOORS OR WHEN

STORED OUTSIDE IT SHOULD BE STORED UP ON BLOCKS WITH

FINISHED FACE UP AND SLOPED TO DRAIN.

DURING INSTALLATION, ALL METAL SHAVINGS MUST BE

REMOVED IMMEDIATELY TO AVOID RUSTING OF PANELS.

METAL ROOFING NOTES:

AUX. VIEW

ATTACH CORNER CAPS (CC)

OVER END CAPS (EC) AT BLDG.

CORNERS w/ (2) LAP SCREWS.

CORNER CAP CC-1

4 REQ'D.

AT 12" O. C.

1/4"Ø WEEP HOLES

11'-73 4"

13 4"

4"

SIDE

METAL DECK END CAP EC-1

4-REQ'D.

ELEV

1"

FIELD NOTE:

INSTALLER TO CENTER EC-1 ON

EAVE LINE TO INSURE EQUAL LAP

WITH CORNER CAP AT EACH END

THE ACTUAL ROOF PITCH MAY VARY

FROM THESE GENERAL DETAILS.

PLAN

ELEV.

ROOF PEAK CAP SP4

1 REQ'D.

90°

ERECTOR NOTE:

CAULK AND ATTACH TO ROOF

PEAK WITH LAP SCREWS.

ERECTOR TO FASTEN PEAK CAP @ SEAM

W/ 2 LAP SCREWS. APPLY MASTIC TAPE OR

CAULK FOR FULL LENGTH OF SEAM TO

ACHIEVE WATER TIGHT SEAL.

8'-10"

TRUE METAL ROOF DECK PLAN 4-REQ'D

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

12'-0"

6' -3

7 8"

B O

TT

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EC

K

8'-8 58 "

3' -1

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MEGA-RIB PREFINISHED

ROOF PANELS.

CAULK JOINT IN

FIELD BY OTHERS

METAL DECK END CAP

(SEE EC-2) ROOF HIP CAP

DECK SCREWS, 1 EACH SIDE OF RIB.

SCREWS TO PENETRATE TOP OF TUBE,

NOT JUST DECK SUPPORT CAP.

SELF-DRILLING SCREW SPECIFICATIONS:

DECK SCREW = #12-24x1 1/4" IMPAX SD4.5-HW5/16-GB19/32 LAP SCREW = 1/4-14x7/8" LAPTEK HWH w/ WASHER

DECK SCREWS ON

EACH SIDE OF EACH RIB

STL. BEAM

36" COVERAGE

MEGA-RIB PREFINISHED

ROOF PANELS

LAP SCREWS @ 20" O.C. MAXIMUM.

PRE-DRILL EXTERIOR SIDE OF SHEET FOR

STITCH FASTENER BEFORE ERECTION.

3/32" x 1" ROLL TAPE SEALANT BETWEEN

PANELS.

Marissa.Baker

The Drawings can be used as the Basis of Design. Refer to Specification 051200 Steel Shade Structure for detailed information.