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& 1-28'X60' LEAN—TO W/ MONO TRUSSES z
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O —18" X 8" CONCRETE FOOTINGS (GABLES) co _n
O -22" X 8" CONCRETE FOOTINGS (SIDEWALLS)
(7919 LB CAP; 6720 LB COLUMN WT) i
60' o 4-3'0" X 6'8" 9-CITE FIBERGLASS ENTRY DOOR c-
18' 18' 18' N
A 2 3-18' X 9' INSULATED STEEL OVERHEAD DOORS D ol
m A W/WINDOWS
2-1 J"X14" LvLf O O 2A 3-18' X 12' INSULATED STEEL OVERHEAD DOORS
O TRUSS CARRIERS W/WINDOWS
2B 1-18' X 14' INSULATED STEEL OVERHEAD DOOR
O 30' X 60' X 16'4" AREA TRUSS CARRIERS �./ W/WINDOWS
2-2X10 MSR SYP TRUSS CARRIERS ®8' SPANS— �� ❑3 16-48" X 24" VINYL THERMALPANE PICTURE WINDOWS O
(HEADER CAPACITY=991 PLF; ROOF LOAD=640 PLF) /
2-1 J"X14' LVL TRUSS CARRIERS 018' SPANS— 7-36" X 44" VINYL THERMALPANE AWNING WINDOWS
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(HEADER CAPACITY=761 PLF; ROOF LOAD=640 PLF) ® —3 PLY 2X6 GLU—LAM POSTS 8' OC.(TYP.)
ALL GABLE POSTS TRUSS CARRIER TO POST= �"X4 GRK STRUCTURAL SCREWS
EXTEND TO TOP 8 ®EA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING 1 SIDE OF WALL
OF ROOF TRUSS COVERED W/z PLYW00 2X6 TED SKIRT BOARD
2X4 SP CE WALL GIRTS & ROOF PERLINS 24" OC.
2-2X10 M SYP TRUSS CARRIERS 08' SPANS-
0 (HEAD CAPACITY=991 PLF; ROOF LOAD=840 PLF)
2-1 6" LVL TRUSS CARRIER 018' SPAN— OWNER
'co Fcl ( ER CAPACffY=978 PLF; ROOF LOAD=840 PLF)
TR CARRIER TO POST= "X4" GRK STRUCTURAL SCREWS
10 ®EA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING
8 f_ $ T 8 8 Z
PRE-ENGINEBA&ROOF U
8"
6/12 PITCH, 4 OC, -5-5 LOADING
/ 511 LB UPLIFT; 6-12D CE NAILS=534 LB (PG. A4.5) Z
2-2X10 MSR SYP Q
TRUSS CARRIERS 28 GA. G-100 PAINTED STEEL ROOFING & SIDING
12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT&FASCIA
PAINTED STEEL 12" VENTED RID ECAP (n
4'--}--8' T 8' 8' j 8' 7 8' T 8' 8' O
w 1-2X12 MSR S P 60'
TRUSS CARRIER
� FLOOR PLAN
SCE; 11W= VW 1 SIDE OF WALL � m � O
COVERED W/2' PLYWOO 0
00 ALL INFORMATION SHOWN
28' X 60' X 10'6" AREA TRUSS CARRIERS 00 ON THIS DRAWING IS THE
D . 1 SIDE OF WALL PROPERTY OF SHIRK
N 2-1 j"X14" LVL TRUSS CARRIERS 018 SPANS— COVERED W/2' PLYWOOD- POLE BUILDINGS LLC.
(HEADER CAPACITY=761 PLF; ROOF LOAD=600 PLF) THIS DRAWING MAY NOT
TRUSS CARRIER TO POST= 1%'X4" GRK STRUCTURAL SCREWS BE REPRODUCED WITHOUT
7 ®EA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING PERMISSION.BUILDER AND
PRE—ENGINEERED MONO SLOPE ROOF TRUSSES— OWNER ARE RESPONSIBLE
1.75/12 PITCH, 48" OC, 30-5-5 LOADING °D TO VERIFY ALL DIMENSIONS
� BEFORE CONSTRUCTION
O ao DRAWN BY. ALS
j REVIEW:
REVISIONS:
OTRUSS CARRIERS O O
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18' 1 8' 18'
�3 28 0 DATE:
TEE 8/16
KRUK
-60'- FLOOR PLAN
1'-6" 1'-6" 1'-6" —6
8'
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28 GA. PAINTED STEEL
12" RIDGECAP(VENTED)
28 GA. PAINTED STEEL
2 6 SCRE WSROOF
12 PAN
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28 GA. 6" 1.75
PAINTED STEEL
CORNER TRIM
18'0" X 12'0" 18'0" X 12'0" 18'0" X 12'0" z
OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR
0 m CDcl CD CDm CD C) CDco C
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BACK SIDEWALL LEF7 ENDWALL
SCALE:
28 G
SM
PAINn
28 GA. PAINTED
STEEL DOUBLE STEEL 121"X6"
ANGL z TPoM HEMMED FASCIA
9 I I
28 GA PAINTED STEEL
lull 1111 WALL PANELS
111111111111111111111 ATTACHED W/ SCREWS
18'0" X 14'0" III III III II IIII I II II 18'0" X 12'0"
78'G" X 9'G" 78'G" ri 9'0" 78'0" X 9'G" IY z°j
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OVERHEAD DOOR '° OVERHEAD DOOR •�
CD ID 0 c__) 0 =11 CD c__) =) 0 0 C) CD 0 c__) Iy�v
OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR CD CD �I' C) CD C 0 0
FRONT SIDE WALL RIGHT ENDWALL
SCALE: 1/8"— 1'0" SCALE: 1/8"— 1V
ELEVATIONS DRAWN BY: A L S ALL INFORMATION SHOWN m
ON THIS DRAWING IS THE F-
REVIEW: PROPERTY OF SHIRK m POLE eVl�®�� o
REVISIONS: POLE BUILDINGS L.L.C. �C��� �� �
THIS DRAWING MAY NOT Gs ;u
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BE REPRODUCED WITHOUT LONG ISLAND, IVY
PERMISSION.BUILDER AND
OWNER ARE RESPONSIBLE HINKLLC
DATE: 9/8/16 TO VERIFY ALL DIMENSIONS 807READINGROAD EA5FEARL PA17519
SITE:KRUK BEFORE CONSTRUCTION
717-445-6888 FAX 717-445-3001
BUILDER
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6 NAILS 2X4 ROOF PERUN 29 GA. PAINTED Q m
ROOF TRUSS PER TRUSS TRUE STEEL ROOFNG 2 �
PAINTE GA D STRUCTURAL
2-*X.120 2X4 ROOF STEEL EHOW.�L WALL POST 2X� TRIM
OR GALV. NAILS \ OARD PAINTED -�
2X2 GIRT4" ON CENTER
N ING28 G11. PAINTED •ROOFING GRK F W C7 X
CLOSURE TRUSS STRUCTURAL 2X6 HEAD V� Q LL
4-34"X.120 29 GA. AI NOTCHED SCREWS m
1'WEATERTTE GALV. NAILS PUCE STEEL sloe P INTO PO O METAL SIDING VENTED R3 �m
OVERHEAD GABLE TRUSS SOFFR Z
PAINTED SCREWS STRUCTURAL DOOR TRIM F&J TRIM o f
9" ON CENTER POST OVERHEAD HEAD DOOR M AL ;
' DOOR WEATHERSTRIP SIDING
PLYWOOD #1 SYP GRK STRUCTURAL
METAL SIDING ROOF PURLIN STRUCTURAL SH THING TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG
ROOFING FASTENERS FASTENING DETAIL SCREWS (6) CARRIER FASTENER DETAIL HEADER DETAIL DETAIL
SCALE: 1/2' = 1'O" SCALE 1/2' = 1'O' SCALE 1/2• = 1'0' SCALE: 1/2• = 1'0' SCALE 1/2' = 1'O'
PAINTED STEEL
PRE-ENGINEERED OOFING
1-2X72 MSR ROOF _ /WALL POSE 6 � 2X4 ROOF PER IN 2X6 FACE BOARD
TRUSS PLATE GALV.NAILS / 2X WALL PER TRUSS
TRUSS PAINTED
\ � FASCIA
BUILDING J-TRIM _
PIIRUN PUCE ROOF TRU V�
GALV_ NAILS 4 NAILS PER SOFFtt
28 GA PAINTED STEEL WALL 2STEEL SIDI GOL NG �TRUSS EACH E POSE Fdul TRIM
ROOFING SCREWS INSTALLED& WASHERS T+osr
2X4`BOTTOM CHORD CARRIER METAL SIDING
PERMANENT.LATERAL 2X6 TIE/
(SEE
TRUSS LEANTO DETAIL SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK 12'EAVE OVERHANG
( FASTENING DETAIL FASTENER DETAIL DETAIL
WG FOR SPACING) 2X6 SPF SCALE SCALE: 1/2' = 1'0' SCALE 1/2' = 1'0' SCALE: 1/2'
2X4 ROOF FACE BOARD OWNEP,
M1 URUNS 24' OC. PAINTED
FASCIA
VENTED
-. FFIT
PRE-ENGINEERED ROOF PANES Z
TRUSSES 48" OC. P I TRIM m 0
2-2X1O MSR SYP TRUSS CARRIERS 2X4 SPF DIAGONAL BRACE
FROM RIDGBJNE TO BDIH EAVES ROOF TRUSSESED Q
48 OC. v
3 PLY 2X6 GLU-LAM 11 V♦
POSTS 8' OC_ TYP.
2 BLOC i y�� y ♦./
#1 SYP TRUSS CARRIERS TRUSS�:7 �TP� V Z
Co O
2X4 SPF SIDEWALL GIRTS 24" OC.
WALL BRACING REGUIREMENTS:
28 GA STRUCTURAL STEEL ALL INFORMATION SHOWN
WALL BRACING ON THIS DRAWING IS THE
REGUIREMENTS• PANELS INSTALLED EXTERIOR AWPA Ut TREATED POSTS 8 OC. TYP. PROPERTY OF SHIRK
28CAA SMUG LIRAL OF WALL PURLINS WITH SCREWS POLE BUILDINGS LLC.
STEEL SIDING THIS DRAWING MAY NOT
2X4 SPF WALL GIRTS 24" OC. PANELS INSTALLED BE REPRODUCED WITHOUT,
WITH SCREWS PERMISSION.BUILDER AND
GRADE GRADE OWNER ARE RESPONSIBLE,
TO VERIFY ALL DIMENSIONS
"-4000 PSI 2X6 PRESSURE TREATED PRESSURE TREATED BEFORE CONSTRUCTION
4
GRADE (BOTTOM SYP SKIRT BOARD SVP2X6 SKIRT CBONTACT
OARD DRAWN BY: ALS
OF OARD) O
REVIEW:
REVISIONS:
3/4• STONE BAS COMPACTED /
(OPTIONAL SOIL BACKFlLL
3000 PSI. CONCRETE FOOTING / i\ \\� /\ \\/ 30 0\\PSF SOIL%/\ \ \\% ON FLOOR PLAN \/\\\�\\ /\\\
(SEE SIZE ON FLOOR PLAN) / / / / / / / ) / // DATE: 9/8/16
/\\ \\/\\/\\\\/\\/\\/\ \\/\\/\\ \\/\\/\\/\\/\\/ ::, SITE:K R U K
SECTIONS
TYPICAL SECTION FRAME \//\\///\\//\\///\\�/ / //\\�//\\/\\/ TYPICAL FRAME /\\�// //
w (EN®WALL VIEW) i./i�/i�/i./i./i./i./i./ice/i SECTION i /i./i /
(SIDEWALL VIEW)
SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0"
BUILDER u
J
BUILDING DESIGN NOTES AND DETAILSVol
A4.1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR (OPTIONAL) C7 d m
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE.
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. � �r
16
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS Q
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. .� X
o
2
BUILDING USE= STORAGE oco
A4.2 FOOTINGS USE GROUP=U
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT Z'^
EXPOSURE CATEGORY= C
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=513 UNPROTECTED
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD-AS PER DESIGN
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1
OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SO FT)=6520
A4.3 FRAMING BUILDING VOLUME (CU FT)=122,700
LUMBER FOR SIDEWALL GIRTS AND PERLINS .SHALL BE #2 SPRUCE OR COMPARABLE.
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE.
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE,
USE CATEGORY 413 AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS.
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 A P P L I C A(3 L E BUILDING C 0 D IE S
A4.4 ROOF TRUSSES
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES:
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. � 2010 NEW YORK STATE BUILDING CODE
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A4.11 DESIGN CRITERIA:
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES-NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER,
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION)
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS)
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) I Z
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) Y
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) Q
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) Z
UPLACCIFT FACTOR ORDANCE AND
LATERAL WITH IBC SECTION 0ADS NOTED ON 2304 9.1, 2308.10 1E ANDF TRUSS 2308 10.6RAWING IN A4.12 Y
WARRANTY NOTES J
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN O �n
2308.9.3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND 0 v
POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. U) Z
SHALL BE OF A SIZE AND DESIGN TO'MEET DESIGN LOADS SPECIFIED. NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: 0
IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY
153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. THE MINIMUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
AMOUNT OF 12D NAII S IN 2X4 ROOF PFRI INS IS 2. THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 1"' STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ALL INFORMATION SHOWN
ON THIS DRAWING IS THE
TIMBER IS 1 PER 2" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: 1 1,x4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK
GRK RSS SIRUCIURAL SCREWS. SCREW VALUES; SHEAR SIRENGIH=1328 LH, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. THISPOL DRAWING
LLC.
THIS DRAWING MAY NOV
TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE REPRODUCED WITHOUT
PERMISLBS, MIN, BENDING ANGLE=35' FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWNER
RESPONSIBLE
AND
OWNER ARE RESPONSIBLE
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER. TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED DRAWN BY: ALs
COI OR MATCHING SCREWS. FASTFNFRS SHAI I COMPI Y WITH THE ROOFING & SIDING
REVIEW:
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVISIONS:
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT
• DATE: 9/8/16
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT;
` SITE:KRUK
BOTTOM EDGE OF STANDARD ROOFING MATERIALS.
DETAILS
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'TL W/1-30' X 60' X 16'4"ATTACHED W/VALLEY
& 1-28'X60' LEAN-TO W/ MONO TRUSSES
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E )-1 B"X 8"CONCRETE FOOTINGS (GABLES) �' �•�;
-22" X 8" CONCRETE FOOTINGS (S DEWALLS)
I F1 0 LB �
Ern' 1.c" .. 1 .� 4-3(091X fi 9 LEICAP;
9�L1'IE2FIB FIBERGLASS ENTRY DOOR
/�,� 8' 9' INSULATED STEEL OVERHEAD DOORS .. ........... .._
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Fw1 .....,_. ,,,.,, - ``!'" 'rk�=-_ :. ._: ¢iX"x . .. :: .�,2 W/WINOQWS
2 1 y'Xta Ivt " r :p �:3-18' X 12' INSULATED STEEL OVERHEAD DOORS �+ q
TRIG CARRIEf. ., '�.
� " W/WINDOWS
26 1-18' X le INSULATED STEEL OVERHEAD DOOR
30' X 60' X 16'4"AREA TRUSS CARRIERS M„�"'^' •''J ��""''{{ W/WINDGWS
' 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS- 'w,L�7 16-48" X 24"'AWL THERMALPANE PICTURE WINDOWS ^ IX1
(HEADER CAPACITY=991 PLF; ROOF LOAD=640 PLF) ,,�"' 3q
2-1 J"X14" L1/L TRUSS CARRIERS ENS' SPANS- " �.7-36"X 44"VINYL THERMALPANE AWNING WINDOWS
(HEADER CAPACITY-761 PLF; ROOF LOAD=640 PLF) .r
J -" - 2X PLY 2X6 GLU-WALL LAM POSTS O OC.(TYP.)
ALL, f„ALOE POSTS TRUSS CARRIER TO POST=T&'X4"GRK STRUCTURAL SCREWS 1 SIDE of WAF `�
EXTEND TO TOP 8 OEA.POST(2 PER SPLICE MIN) 3330 SHEAR RATING " COVERED W/�,'P.W030" �� : 2X6 TREATED SKIRT BOARD
OF ROOF FRUSS :� 2X4 SPRUCE WALL GIRTS& ROOF PERUNS 24" OC.
2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS-
E,R''CAPACITY=991 PLF; ROOF LOAD-840 PLF)
22-1 J'91`6" LVL TRUSS CARRIER 018' SPAN-
(HEADER rrwr.t_�,... ._.......
...1 „�� CAPACITY=978 PLF; ROOF LOAD=840 PLF)
0P=A"X4 GRK STRUCTURAL SCREWS
10 SEA.T (2
PER SPLICE MIN) 3330 SHEAR RATINGr
PRE`12 PENGIN ROOF TRU � ... t_ `� ......co
IH 511 LBIU LIFT,6 OC, 0FACE 5�I LOADING
2 2X10 MSR SYP LB PG F ..._. I
/r YY .�,,... ( .A4.5)
f
TRUSS CARRIEN �,.✓ 28 GA. G-100 PAINTED STEEL ROOFING & SIDING
12" EAVE & GABLE OVERHANG:W/VENTED SOFFIT&FASCIA
PAINTED STEEL 12"VENTED RIf�ECAP CI�
R �_ a ' 0
�(., U'h)TRUS5 CARRIER �
FLOOR PLAN V/
SCALE'.1/9'm I-If 7 SIDE OF WALL (�r� O
COVERED N!/," i AAf17f'F
Alt INi ORMArI(NJ SHOWN
HE
78' X f}A0"AREA TRUSS CARRIERS } oN PE oR OF is IRK
1 SIDE OF WNII POLE[J IL OF SHIRK
2-1 X14" LVL TRUSS CARRIERS 018' SPANS— ralr. ❑uauwc-uc.
(HEADER7 ®EA.IER T 2 PER PLI 4"GR)STRU SHEAR RATING co�keD w/� l>r:'r`+a'Urma ,. ( _.. pBE�EI��N'BUI NOT
THIS OftAN1NC MAY
MIN
TRUSS CARRIER TO POST— "X4"GRK STRUCTURAL SCREWS ED `00,It
nNYa
RESPONSIBLE
PRE-ENGINEERED MONO SLOPE ROOF TRUSSES- 1N VF:RIY ALL UM0 4ENS
1,75/12 PITCH, 48"OC, 30-5-5 LOADING NEED.coNSTRUErIIvw
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RIER,,
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