25-052-A Customer Drawings 2025-03-033/3/2025
CHK'D:
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DRAWN:
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EEC JOB NO.:
SHEET NO.:
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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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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).
LAMINATED WOOD SPECIFICATIONS:
SPECIES -------------------------------- SOUTHERN PINE
LAMINATION THICKNESS --------- 1" NOMINAL @ B-1, 2" NOMINAL @ C-1
STRESS COMBINATION ----------- SEE MEMBER DETAILS
ADHESIVE ------------------------------ TWO PART STRUCTURAL URETHANE HYBRID (LAMINATOR OPTION:
RESORCINOL)
APPEARANCE GRADE ------------- ARCHITECTURAL
FINISH ---------------------------------- SEAL & STAIN
PROTECTION ------------------------ INDIVIDUAL WRAP
PRESERVATIVE TREATMENT -- CCA 0.4 PCF (MIN) RETENTION @ COLUMNS, TREATED PRIOR TO GLUING
HARDWARE -------------------------- PER DETAILS & LIST
SOLID TIMBER SPECIFICATIONS
2 x 4 Nailer ----------- #1 SYP, S4S, KD, Seal & Stain
2 x 6 Fascia ---------- #1 AYC, S4S, KD, Seal & Stain
2 x 8 Roof Deck ----- #1 SYP, T&G, S/L, CM, EV1S, KD, Seal & Stain
Deck furnished in specified lengths (S/L), not precision end trimmed (PET), field cutting required.
ROOF UNDERLAYMENT SPECIFICATIONS:
TWO LAYERS OF SYNTHETIC UNDERLAYMENT.
SYNTHETIC UNDERLAYMENT TO CONFORM TO ASTM D226 TYPE II OR ASTM D4869 TYPE IV.
ATTACH UNDERLAYMENT PER MANUFACTURER'S RECOMMENDATIONS
OR BUILDING CODE REQUIREMENTS, WHICHEVER IS MORE STRINGENT.
WOOD SHOP NOTES:
1. Materials, Manufacture and Quality Control of glulam shall be in conformance with, "American National Standard
for Wood Products-Structural Glued Laminated Timber ANSI A190.1-2017".
2. Members shall be marked (in an unseen location) with an AITC or APA/EWS Quality Mark and, in addition, an
AITC or APA/EWS Certificate of Conformance shall be provided to indicate conformance with "ANSI A190.1-2017".
3. ▲ denotes edges to be chamfered for welds.
STEEL & HARDWARE SHOP NOTES:
1. All steel plate to be ASTM A572 Grade 50.
2. 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.
3. All fabricated steel to be powder coated; color selected by owner.
4. 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.
ERECTION NOTES:
All wood 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.
Predrill wood for screws and nails if necessary to avoid splitting.
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).
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ROOF FRAMING PLAN
SCALE: 1/2" = 1'-0"
1'-3"
B-1
B-1
B-1
S-
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S-
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S-
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S-
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S-
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S-
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3/12 3/12
DE
C
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DE
C
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12'-0" OUT/OUT OF ROOF
LAMINATED MEMBERS ARE WRAPPED FOR PROTECTION IN TRANSIT. THE ERECTOR IS RESPONSIBLE FOR PROTECTION OF MATERIALS
AT ALL TIMES AFTER ARRIVAL AT DESTINATION. IF STORED TEMPORARILY, MEMBERS SHOULD BE PLACED ON BLOCKS & LEVELED,
WELL OFF OF THE GROUND & SEPARATED WITH WOOD STRIPS SO THAT AIR CAN CIRCULATE AROUND EACH MEMBER. COVER THE
TOP & SIDES WITH MOISTURE RESISTANT PAPER OR OPAQUE PLASTIC. USE NON-MARRING SLINGS WHEN HANDLING. ROOF
COVERING SHOULD BE APPLIED SOON AFTER ERECTION. PROTECTIVE WRAPPING SHOULD REMAIN ON THE MEMBERS UNTIL DECK
HAS BEEN INSTALLED & ROOFING APPLIED. HOWEVER, IF THE PAPER HAS BEEN TORN OR PARTIALLY REMOVED DURING STORAGE OR
ERECTION, IT SHOULD BE REPLACED OR ENTIRELY REMOVED TO PREVENT DISCOLORATION OF LAM MEMBERS BY SUNLIGHT.
LAMINATED MEMBERS RECEIVE ONE FACTORY APPLIED COAT OF CLEAR WOOD SEALER. (FACTORY STAIN IS OPTIONAL AT EXTRA
COST). IF THEY SHOULD BECOME WET DURING SHIPMENT OR INSTALLATION, OR IF THEY ARE CLEANED IN ANY WAY, THESE
LAMINATED MEMBERS SHOULD BE UNIFORMLY RESEALED BEFORE ADDITIONAL STAINING OR FINISHING IS DONE IN THE FIELD.
DECKING WILL BE DELIVERED IN BANDED BUNDLES, WEIGHING APPROXIMATELY TWO TONS. BUNDLES SHOULD REMAIN BANDED
UNTIL DECK IS TO BE INSTALLED. A FORKLIFT OR SMALL CRANE WILL BE REQUIRED FOR UNLOADING. BE SURE TO USE NON-MARRING
SLINGS.
IT IS THE ERECTORS RESPONSIBILITY TO TALLY THE DECKING UPON ARRIVAL. NOTIFY "MANUFACTURER" AT ONCE OF ANY
SHORTAGES.
UNLOADING, HANDLING, & STORAGE OF GLU-LAM & DECKING
2'
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DESIGN CRITERIA:
WA State Building Code w/ 2021 IBC
Type of Construction: Type V-B
Occupancy Classification: Assembly A-3
Building Risk Category II
Mean Roof Height = 9’-0”
Building Area = 240 ft2
Building Volume = 2,160 ft3
No. of Occupants = 16 (15 ft2 per person)
ROOF DL
Metal Roofing 0.9 psf
Underlayment 0.2 psf
2” Nom. T&G Deck 4.4 psf
Misc.1.5 psf
Total = 7.0 psf + weight of framing
FLOOR LL
L = 100 psf
ROOF LL
Lr = 20 psf
ROOF SL
Pg = 20 psf (Ground Snow)
Pf = 0.7*Pg*Ce*Ct*IS
Ce = 1.0, Ct = 1.2, IS = 1.0
Pf = 16.8 psf
Ps = Pf *Cs
3:12 pitch: Cs = 1.0, Ps = 16.8 psf + unbalanced
Pm = 25.0 psf on roof
WIND LOAD
Vult = 97 mph, Vasd = 75 mph
Exposure 'C', Open Building w/ GCpi = 0
Component & Cladding Ultimate Wind Pressures:
Pressure = 32.5 psf, Suction = -35.2 psf
SEISMIC
IE = 1.0
SS = 1.287, S1 = 0.464
Site Class D (assumed)
SDS = 1.030, SD1 = 0.568
Seismic Design Category D
Equivalent Lateral Force Procedure
Cantilevered Column Systems - Timber Frames
R = 1.5, CS = 0.687, ρ = 1.3, V = 1,600#
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:
3
A
1'-3"9'-6" CTR./CTR. OF COLUMNS
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TJE 3-3-25
1 5
12' x 20'
YELM, WA
3/3/2025
CHK'D:
REV 1:
DRAWN:
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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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9'-6" CTR./CTR. OF PIERS1'-8"
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1'-8"
FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
C-
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12'-10" OUT/OUT OF SLAB
2'
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SEE COLUMN FOUNDATION
DETAIL ON THIS SHEET.
ALL DIMENSIONS SHOWN SPRINGING OFF OF THE
SLAB EDGE ARE MINIMUMS. OWNER TO DETERMINE
SLAB SIZE PRIOR TO CONSTRUCTION.
CONCRETE NOTES:
1. Remove all organic material and topsoil from slab area. Verify suitability of subgrade. Footings are to bear on
undisturbed, natural soil or engineered fill. Both are to be compacted to 95% Proctor density.
2. Prepare slab with min. 8" compacted sand, gravel, or crushed rock.
3. Concrete slab to be 4" thick. Reinforce slab with 6x6-w1.4xw1.4 welded wire fabric at mid-depth. Lap splices 8". Alt.:
Fiber mesh admixture (min. 1.5#/c.y., fibrillated polypropylene).
4. Edge of slab to be thickened to min. 8" deep x 8" wide reinforced with 2-#4 continuous rebars. Lap splices min. 24".
5. In locations subject to frost, install isolation joint, max. 1/8" wide, around column piers using diamond or circular
layout. Wire mesh shall be interrupted at isolation joints.
6. Install crack control joints (3/16" wide x 1" deep) at 8' to 12' o.c.
7. Concrete slab shall be sloped for drainage from center to edge and away from columns. Surface is to be lightly
broomed or have a wood troweled finish.
8. Concrete slab, foundation, re-bar, wire mesh, leveling nuts, grout & anchor bolts (if required) are N.I.C.
9. All concrete reinforcing steel to be grade 60, deformed bars.
10.F'c of concrete to be 3000 psi @ 28 days for foundation. F'c of concrete to be 3500 psi @ 28 days for slab,
air-entrained (F'c of concrete = 2500 psi for design).
11.All concrete work to be in accordance w/ latest ACI code.
12.Assumed allowable soil bearing pressures: 1500 psf vertical bearing, 100 pcf passive lateral bearing. It is the
Owner's responsibility to verify that the allowable soil bearing values at the site meet or exceed these assumed
values. If the actual values are lower than the assumed values, the foundations must be redesigned (N.I.C.).
13.Reinforcement shall be securely held in place while placing concrete. If required, additional bars, stirrups or chairs
shall be provided to furnish support for bars.
COLUMN FOOTING DETAIL
FTG. & COL.
FT
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PLAN
#3 HORIZONTAL TIES
@ 10" O.C. MAX.
(8) - #5 VERTICAL REBAR
2'-0"Ø
3'
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2"
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0'-0"
TOP OF SLAB
AT COL. C.L.
4"
4"
MA
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3"
C
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A
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3" CLEAR
COLUMN BASE REACTIONS:
VDL+SL = 1,650#
V0.6*DL+0.6*WL = -150#
HDL+0.7*E = 290#
MO.T. DL+0.7E = 2,150#-ft
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(6)-0.20"Ø x 8" ANNULAR
RING NAILS w/ 4"
PENETRATION
4"
2"
2"
2"
2"
2"
OF
25-052-A
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TJE 3-3-25
2 5
THICKENED SLAB EDGE DETAIL
SEE THICKENED SLAB EDGE
DETAIL ON THIS SHEET
8"
8"4"
4"
5"
T
Y
P
.
HORIZONTAL TIE ENDS SHALL OVERLAP TO THE ADJANCENT
VERTICAL BAR AND SHALL TERMINATE WITH A STANDARD
90° HOOK. OVERLAPS AT ENDS OF ADJACENT TIES SHALL BE
STAGGERED AROUND THE PERIMETER ENCLOSING THE
VERTCAL BARS.
3/3/2025
CHK'D:
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DRAWN:
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REV 4:
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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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338
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5 1/2"
FLAT
478"
9"
12'-0" OUT/OUT OF FASCIA
12
3
14.0362
4
°
6'-0"
S-1
51
2"
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C. BEAM B-1 (CB-12-03-059-A)
5" WIDTH 3-REQ'D.
SOUTHERN PINE 24F-V3
BUILDING AND BEAM
A
3
SECTION
SCALE: 1"=1'-0"
TOP OF CONCRETE SLAB
SEE COLUMN FOOTING DETAIL
FOR ADDITIONAL INFORMATION.
1'
-
6
"
1'-01
4"
FASCIA
3
4" x 26ga. x 50ksi MAX-RIB PREFINISHED ROOF
PANELS (3'-0" COVERAGE PER SHEET) SEE
DECK DETAILS FOR ATTACHMENT. OVER
ROOF UNDERLAYMENT OVER 2x8 DECKING.
x -req'd.COLUMN C-1 5" 5 1/2"6
TREATED
5"51
2"
S-1
11
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CONN S-1 6-req'd.
-2 MK-1 PLATE
-32 4 GA. x 2 1/2" ANNULAR RING NAIL, GALV.
ERECTOR NOTE:
DRILL 5/32"Ø PILOT HOLES IN
WOOD MEMBERS FOR NAILS.
(SP000005x08A00.2500)
51
2"
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8"7
8"
5"
212"
1"
#50(1:12)
FINISH
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3/3/2025
CHK'D:
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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14.0362
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°
SIDE ELEVATIONEND ELEVATION
SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"
DECK PLAN AT CORNERS
BB
CC
1. START LAYING DECK AT EAVE W/ TONGUES UP.
2. DRIVE COURSES TIGHT W/ BLOCKING.
3. TOE NAIL & FACE NAIL AT EACH SUPPORT (BEAMS)
USING 16d COMMON NAILS.
4. SNAP CHALK LINE AT BUILDING RAKE & CUT DECKING
STRAIGHT AND SQUARE.
5. DECKING IS FURNISHED IN SPECIFIED LENGTHS, 10'/10'
TYPICAL DECK LAY-UP
FASCIA NOTES:
1. ALL FASCIA CORNERS AND SPLICES ARE TO BE MITERED.
2. SEE DETAILS A & B FOR SPLICE DETAILS.
3. ATTACH FASCIA WITH 10d HDG CASING NAILS:
a. TO 2x4 NAILER - 24" O.C.
b. TO BEAM ENDS - 3 NAILS PER FASCIA
c. TO ENDS OF ROOF DECKING - 1 NAIL PER DECK BOARD
d. AT CORNERS - 2 NAILS EACH DIRECTION
e. OTHER LOCATIONS - 24" O.C. TO ROOF DECKING
2 x 4 NAILER
A. MITER ALL SPLICES
B. NAIL SPLICES TOGETHER WITH (2) 10d HDG CASING NAILS, DRIVE
NAILS AT AN ANGLE TO AVOID PUNCHING THRU FASCIA.
AA
AASECTION
BBSECTION
NAILER
(2)-16d SINKERS PER DECK BOARD
CCSECTION
DETAIL B
FASCIA
DECKING
DETAIL A
NAILER
DECKING
FASCIA SPLICE
NAILER SPLICE
FASCIA
SPLICE FASCIA ONLY AT
BEAM ENDS.
PREDRILL IF NECESSARY
TO AVOID SPLITTING.
FASCIA
FASCIA
WOOD DECK
WOOD DECK
METAL DECK
NOT SHOWN
METAL DECK
NOT SHOWN
1'-101
2" (FIELD TRIM DECK)
B-
1
6 3
4 "
1
71
6
"
2'
-
0
"
M
I
N
.
FASCIA LAY-UP
AT EAVE 12'/12'.
AT RAKE 8'.
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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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THE ACTUAL ROOF PITCH MAY VARY
FROM THESE GENERAL DETAILS.
SECTION THRU ROOFING PANEL @ RAKE
DECK DETAIL @ RIDGE
RAKE TRIM
ROOF DECK
36" COVERAGE
ROOF DECK
9" RIDGE CAP
22 LN. FT. REQUIRED
MAX-RIB PREFINISHED
ROOF PANELS
TAPE SEALANT
MAX-RIB PREFINISHED
ROOF PANELS OVER
ROOF UNDERLAYMENT.
FASCIA
NAILER
EAVE DETAIL
OUTSIDE CLOSURE WITH TAPE
SEALANT TOP & BOTTOM.
ROOF
UNDERLAYMENT
INSTALLATION:
FASTEN RIDGE CAP TO EACH ROOFING PANEL AT
HIGH RIB. (1) LAP SCREW PER RIB, PER SIDE.
ROOF RIDGE CAPDECK SCREWS, 1 EACH
SIDE OF MAJOR RIBS.
DECK SCREWS
@ 12" O.C.
DECK SCREWS
@ 12" O.C.
SELF-DRILLING SCREW SPECIFICATIONS:
DECK SCREW = 9-15x1 WOODGRIP HWH SHARP POINT
LAP SCREW = 1/4-14x7/8 IMPAX LAP, 5/16" HEX HEAD
ROOF DECK
(METAL DECK ATTACHMENT ALONG RIDGE IS SAME AS AT THIS SECTION)
SECTION THRU ROOFING PANEL @ EAVE
36" COVERAGE
SECTION THRU ROOFING PANEL @ INTERIOR
36" COVERAGE
LAP SCREWS @ 20" O.C MAXIMUM.
MASTIC TAPE BETWEEN PANELS.
MAX-RIB PREFINISHED ROOF PANELS
OVER ROOF UNDERLAYMENT
DECK SCREWS, 1 3/4" ON
EACH SIDE OF MAJOR RIBS
ROOF DECK
ROOF DECK
DECK SCREWS, 1 3/4" ON EACH SIDE OF RIBS
@ SPLICES. 1 3/4" ON ONE SIDE OF
INTERMEDIATE RIBS, LINES OF SCREWS TO
BE 24" O.C.
13
4"13
4"
DECK SCREW
DECK SCREWS
@ 12" O.C.
EAVE TRIM
MAX-RIB PREFINISHED
ROOF PANELS
1"
ROOF
UNDERLAYMENT
INSIDE CLOSURE WITH TAPE
SEALANT TOP & BOTTOM.
FASCIA
ROO
F
D
E
C
K
MAX-RIB PREFINISHED ROOF PANELS
OVER ROOF UNDERLAYMENT
EAVE TRIM
44 LN. FT. REQUIRED
RAKE TRIM
32 LN. FT. REQUIRED
3"
312"
1 2"
414"
90
°
90
°
1 2 "
3
4"
31
2"
1"
28
.
0
7
2
5
°
6'
-
3
3 16
"
D
E
C
K
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T
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20'-0"
TRUE PLAN AT ROOF PLANE 2-REQ'D
SCALE: 1/2" = 1'-0"
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:
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