HomeMy WebLinkAboutB17-0522 063-310-026SITE PLAN'
4& 17 -
PERMIT # ,
BUTTE COUNTN'DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
7 BY—, - PORAI NO
JE ? ,;;2
BLittc:CotiiityDepaiimentofDcveldptTfeii ervie—es
PERMIT CENTER. DBP -3
7;Couiii%ideiiter..Di-iv�,Qrov-illt�,,CA 95965,
Will .538.7783
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Assessor's Parcel Number: -E-1, KI Ell — Ul 0' El — H1 0 El Permit #:
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Owner Name: Y, C
Scue o, f W,,o rk:
Site Location: ... . . ...... Z.1 4�—
Contactnanic,7/7oci.k 011one-,
Flood Zone: Scale I --
Revised 7.20.2015 Ngc, I of I
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Facsimile
www.buttecounty.net/dds
www.buttegeneralplan.net
ADMINISTRATION * BUILDING * PLANNING
MINIMUM EROSION AND SEDIMENT CONTROLS FOR
PROJECTS DISTURBING LESS THAN ONE ACRE
The BMP's (Best Management Practices) listed below must be in place during
The BMP's listed are minimum requirements ana auaitional bnnl--s
could be required based on site conditions.
• Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15'wide by 6" deep over
construction grade fabric.
• All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or
during a rain event there shall be no tracking of soils onto'the streijt.*
• Wattles installed properly behind curb or sidewalks.
• Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site.
• Internal filters placed inside each drain inlet.
• Trash bars across the back of all drain inlets.
• Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw
or erosion blankets may be used for this application)
• Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion
blankets may be used for this application)
• All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks
and storm drain inlets.
• Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least
50' from the nearest storm drain inlet.
• All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint
buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff.
• Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this
application. Rollaway bins may also be used. All concrete washout systems shall be placed off of
the paved streets.
• After installation of the above items is complete a maintenance program needs to be developed to
insure the continued effectiveness of your BIVIP's.
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CAU sers\rrnauld i n\Desktop\Eros ion & Sediment Control Measures.doc
2016 CALGreen, Residential Mandatory Measure&
This checklist applies to newly constructed, buildings, additions or alterations of existing residential,
buildings where the addition or alteration increases the building's conditioned area, volume, orsize.
The requirements shall only apply to and br within the specific area of the addition or alteration.
(2016 CGBSC 301.1.1)
-***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted
alterations, additions or improvements shall replace noncompliant plumbing fixtures with 'water -
conserving plumbing fixtures. Plumbing fixture replacement is required �prior to issuance of a
certificate of final completion, certificate of occupancyor final permit approval'by the local building
?.
department. . I I- � - I- - I . ". 1�
Feature or Measure
Required
'Ell
M-6
A plan is developed and implemented to manage storm,water drainage during
construction. CGBSC 4.106.2.
Construction plans shall indicate how the site grading or drainage system will manage
all surface water flows to keep water from entering buildings CGBSC 4.106.3.
Provide capability for electric vehicle charging in one and two-family dwellings and in
townhouses with attached private garages; and 3 percent of total parking spaces, as
specified, for multifamily dwellings.
IN, W%W,
Building meets or exceeds the requirements of the California Building Energy
Standards. CGBSC4.201.1.
WIN
Water closets. The effective flush volume of all water closets shall not exceed 1.28
-gpf. Tank -type water closets shall be certified to the performance criteria of the U.S.
EPA WaterSense Specification for Tank -type Toilets.
Note: The effective flush volume of dual flush toilets is defined.as the composite,
average flush volume of two reduced flushes and one full flush.
Urinals. The effective flush volume of wall mounted Urinals shall.not exceed 0.125gpf
and floor mounted 6r other urinals shall not exceed 0.5gpf.
Single showerheads. Showerheads shall have a max. flow rate of not more than 2.0
gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S.
EPA WaterSense Specification for Showerheads.
Multiple showerheads serving one shower. When a shower is served by.more than
one showerhead, the combined flow rate of all the showerheads and/or'other showe,r
outlets 6ontrol,led'by a "single valve shall not exceed 2.0 gpm at 80 psi,.or the shower
shall be designed to allow only one shower outlet to bein,operation at a time.
Residential- lavatory faucets. The mak,flow rate of residential lavatory faucets shall ,
,
not exceed 1.2.g prn at 60 p�i. The min. flow.rate',of residentiallavatory faucets shall,
riot be less than 0.8 gpm at 20 psi.
.,Metering faucets. Metering fau ' 6ets when installed in residential buildings shall not
deliver more than 0,25,gallons' per cy�le.
Kitchen faucets. The max. flow rate of kitchen -faucets shall hot exceed -1'.8 gpm at 60
si.
Checklists\Gre6n Building
02/10/2017.t
Checklists\Green Building
Page 2 of 3 02/10/2017
2016 CALGreen Residential Mandatory Measures Checklist (Cont'd)
Feature or Measure
Required
New residential developments with an aggregate'landscape area equal to or greater
than 500 sq ft shall comply with one of the following options:
1. A local water efficient landscape ordinance or the current California Department
of Water Resources Model Water Efficient Landscape Ordinance (MWIELO),
whichever more stringent; or
2. Projects with aggregate landscape areas les's than 2,500 sq ft may comp . ly with
the MWELO Appendix D Prescriptive Compliance Option.
Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other
openings in sole/bottom plates at exterior walls shall be protected against the passage
of rodents by closing such openings with cement mortar, concrete masonry or similar
method accepta e to the enforcing a encX,.
-wgig , N9
'g- ' It V
N
U WE AM NI�MIZJI INS KIN
11��=
------------
Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous
construction and demolition waste in'accorclance with one of the following:.
.--..-l-.-C-omply-wit-h-a-more-stringent-local-construction-and-dem'olition-waste----------------------------------------
management ordinance; or
2. A construction waste management plan, per Section 4.408.2; or
3. A waste management company, per S ection 4.408.3; or
4. The waste stream reduction alternative, per Section 4.408.4.
N
O&M Manual: An operation and maintenance manual shall be available in the building
at the time of final inspection.
Recycling by Occupants: Where 5 or more multifamily dwelling units are constructed
on a building site, provide readily accessible area(s) that serves all buildings on the
site and is identified for the depositing, storage and collection of non -hazardous
materials for recycling, including (at a minimum) paper, corrugated cardboard, glass,
plastics, organic waste, and metals, or meet a lawfully enacted local'recycling
ordinance, if more restrictive. See exception for rural jurisdictions.
................
Any installed gas fireplace shall be direct -vent sealed -combustion type. Any installed
woodstove or pellet stove shall comply with US EPA New Source Performance
Standards. (NSPS) emission limits as applicable, and shall liave a permanent label
indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and
fireplaces shall also comply with applicable local ordin6noes.
W"
U'PNIA MORE
Duct openings and other related air distribution component openings shall be covered
during construction.
Adhesives, sealants and caulks shall be compliant with VOC and other toxic
compound limits
Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking
compounds shall comply with statewide VOC standards and other requirements.
aints, stains and other coatings shall be compliant with VOC limits. 4.504.2.2
Checklists\Green Building
Page 2 of 3 02/10/2017
CALGreen Residential Mandatory Measures Checklist (Cont'd)
Feature or Measure
Required
Aerosol paints and coatings shall be compliant with product weighted MIR limits for
ROC and other toxic comr)ounds.
Carpet and carpet systems shall be compliant with VOC limits. 4.504.3
At least 80% of floor area receiving resilient flooring shall comply with.
specific VOC criteria.
Hardwood plywood, particleboard and medium density fiberboard (MDF) used on
interior or exterior of the building shall comply with formaldehyde emission
standards. I
Documentation shall be provided to the City building inspector verifying that compliant
materials have been used.
NOW 11 -a,--
Concrete Slab Foundations: Vapor retarder and capillary break is installed at slab -
on -grade foundations,
Moisture content of building materials used in wall and floor framing shall -not
exceed 19% before enclosure. Moisture content shall be verified in compliance with
CGBSC-4.505.3.
Indoor Air Quality and Exhaust (4.506)
Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate
outside.
Unless functioning as a component of a whole house ventilation system, bathroom
exhaust fans must be controlled by a humidity control adjustable between a relative,
humidity range of 50% - 80%.
Duct systems are sized, designed, and equipment is selected using the following
methods:
1. Establish heat loss and heat gain values according to ANSIACCA 2 Manual
J-2011 or equivalent.
2. Size duct systems according to ANSI/ACCA 1 Manual D-2014 or equivalent.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-
2014 or equivalent.
I ON
HVAC system installers are trained and certified in the proper installation of HVAC
systems.
Special inspectors employed by the enforcing agency must be qualified and able to
demonstrate competence in the discipline they are inspecting.
Hill-,
111101
Verification of compliance with this code may include construction documents,
r or installer certification, inspection reports, or other
enforcing agency, which show substantial, conformance'.
2016
plans speCiTications budde
Z methods acceptable to the
Checklists\Green Building
Page 3 of 3
02/10/2017
I
I
REGULAR A -FRAME PERMIT BUTTE COUNTY DEVELOPMENT SERVICES
3 -0" WIPE REVIEWED FOR
0' CODE COMPLIANCE
CARPORT STYLE Y_ e7'
DESIGN NOTES
Al
1. ALL CONSTRUCTION SHALL 13E PROVIDED IN ACCORDANCE
WITH IDC 2015,05HA. AISC 360, A5CE 7-10. AW51) 1.1 CODES
AND ALL APPLICA13LE LOCAL REQUIREMENTS.
2. DASE CONNECTIONS SHALL 13E PROVIDED AS 51�OWN ON
FOUNDATION DETAILS SHEET.
3. ALL MATERIALS IDENTIFIED 13Y MANUFACTURER NAME
MAY DE SUD5TITUTED WITH MATERIAL EQUAL OR
EXCEEDING ORIGINAL.
4. ALL SHOP CONNECTIONS SHALL DE WELDED
CONNECTIONS.
5. ALL FIELD CONNECTI ON5 SHALL DE #12 (1/4'Xll SOS
(E5R-2196 OR EQ).
6. STEEL SHEATHING SHALL DE 29GA. CORRUGATED GALV.
OR PAINTED STEEL - MAIN RID HT. 3/4- (FY=&OK5I) OR EQ.
7. ALL STRUCTURAL LIGHT GAUGE TUDING AND CHANNELS
SHALL DE GRADE 50 STEEL.
&. STRUCTURAL TUDE T52 1/2"X2 1/2"- 14GA 15 EQUIVALENT
TO T52 1/4"X2 1/4" - 12GA AND EITHER ONE MAY DE USED IN
LIEU OF THE OTHER.
PESIGN CRITERIA
PREVAILING CODE:
CDC 2016 ODC 2015)
USE
GROUP:
U(CARPORTS.DARN5)
1.
DEAD LOAD (D)
P = 4 P5F
2.
ROOF LlYE/5NOW LOAD (Lr)
BE FRO5ECUrED UNDER THE FULL EIffENT OF T�E LAW.
- DRAWLNG5 VALID UF TO I YEAR FROM DATE OF ISSUE.
Lr = 20 - 6l'P5F
(AS PEP, SNOW LOAD
SEE TADLE 4)
5.
-SNOW LOAD (5)
GROUND SNOW LOAD
Pg 20 - 90 P5F
IMPORTANCE FACTOR
15 Ob
THERMAL FACTOR
Ct 1.2
EXPOSURE FACTOR
Cc 1.0
ROOF SLOPE FACTOR
C5 1.0
4.
WIND LOAD (W)
DASIC WIND SPEED
VULT = 105 - 00 MPH
EXPOSURE
C
5.
SEISMIC LOAD (E)
DESIGN CATEGORY
P
IMPORTANCE FACTOR
Ic = 1.00
LOAD COMDINATIONS:
1.
P + (Lr 09 5)
2.
P + (0.6W,OP tOlE)
3.
P + 0.75 (0.6W OR *0.7E) + 0.75 (Lr OR, 5)
4.
O.6D + (0.6W OR *0.7E)
DRAWING INDEX
COVER SHEET
SCHEDULES & MEMDER -
SECTIONS
FRAME SECTIONS & DETAILS
SPACING SCHEDULES -
& ENCL05URE NOTES
PUPLIN & GIRT 5CHEPULE5
SHEATHING OPTIONS
SIDE WALL FRAMING
& OPENINGS
END WALL FRAMING
2
3
MANUFACTURED BY:
457 N. Broadway,
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY: i
T_!d_0
A&A ENGE4EEPJNG
CIVEL - STRUCTURAL
S91 I Renai PL�, Suim B e Toledo, OH 43623
T�L 41%2MI%3 . F- 4M2924W
�ng
DRAWING INFORMATION
IROIECT: 3C -O" WIPE DUILPINGS
LOCATION: STATE OF CALIFORNIA
PROJECTNO.: 233-1&1206
SHEETTITLE:
COYER SHEET
4
SHEETNO.:
DRAWN BY: LAK DATE: 12/1/16
5
CHECKED BY: OAA DATE: 12/1/16
6
LEGAL INFORMATION
11-A TO 11-P
7-A. 7-13
- ANY DUFUCATION OF TI -115 DRAWING IN WHOLE OR
FAKr 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL
BE FRO5ECUrED UNDER THE FULL EIffENT OF T�E LAW.
- DRAWLNG5 VALID UF TO I YEAR FROM DATE OF ISSUE.
& OPENINGS
&-D
CORNER 13RACING DETAILS
9
OPTIONAL LEAN-TO ADDITION
10
FOUNDATION OPTIONS
11-A TO 11-P
CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION
OWNER: GROUND SNOW: WIDTH: FRAME TYPE: [3 A -FRAME
ADDRESS: I 1 1 [3 REGULAR
ROOF LI[VE LOAD:
-LENGTH: ENCLOSURE
I TYPE:
BASIC WIND SPEED: HEIGHT:
CERTIFICATION I
NOTICE
DATE OF ISSUE: NOV 17 20
SEAL:
;�LOFESS/o
0
CIVIL
/Om A R:A�). m
0U--Y_ASEIN ;'v
C71389
L
OF CAV -0
13 FULL
0 PARTIAL CER71FICATION ON THESE DRAWINGS IS DATEEXPIRES: 12131/2018
0 OPEN I VALID FOR ONE YEAR FROM DATE OF ISSUE I DATESIGNED: NOV 17 2016
TA13LE 2.1: MEM13ER PROPERTIES
NO.
LABEL
PETAILN0J.
1
COLUMN POST
2.5"X 2.�Y'X 14GA TU13E W1 22�'
X 22ETX 12GA TUBE INSERT
11
2
ROOF BEAM
25"X 2.5X 14GA TUDE
1
3
BASE RAIL
25"X ?-5'X 14GA TU13E
1
4
PEAK BRACE
25'X 25 X 14GA TUBE
4
5
KNEE BRACES
2.5"X 1.5" 14GA CHANNEL
4
6
CONNECTOR SLEEYE
225X 225"X 12GA TUBE
2
7
BASE ANGLE
25'X 2.5X YLG. 114�'ANGLE
10
&
PURLIN
425?'X 1.5" X 1&GA / 14GA HAT CHANNEL
5
9
GIRT
425X 15'X 18GA / 14GA HAT CHANNEL
5
10
SHEATHING,
29 GA CORRUGATED SHEET
&
11
END WALL P05T
215" X 25'X 14GA TUBE
1
12
DOOR P05T
2.5"X 2.5"X 14GA TUDE
1
13
SINGLE HEADER
25"X 2.S'X 14GA TUDE
1
14
DOU13LE HEADER
DDL 2.5" X 2.5"X 14GA TUBE
1
15
SERVICE POOP, / WINDOW
FRAMING
25'X 2.9'X 14GA TUDE
I
16
ANGLE BRACKET
2" X 2"X 2'LG. 14GA ANGLE
7
17
STRAIGHT BRACKET
2"X 2" X 4" LG. 14GA PLATE
6
18
PD SUPPORT
25'X 2.9'X 14GA TU13E
1
19
DIAGONAL BRACE
2" X 2"X 14 GA TUBE
3
20
GABLE BRACE
2" X Z'X 14 GA TUBE
3
21
013 BRACKET
6"X 6'X 14GA PLATE
9
22
TRUSS SPACER
25"X 2.9'X 14GA TUBE
1
23
I
ALL FASTENERS
I
#12 X 5/4" 5ELF-PRILL 5CREW5TER-M6
OR EQ) W1 NEOPRENE/5TEEL WASHER
I
I
TA13LE 2.2: SHEATHING FASTENER SCHEPULE
� LAP5 EDGE LAP5 E��FE
61 C/C I MIR I VC/C A" CIC I
FASTENER TYPE: #Wl" SELF-PRILL SCREWS (E5P,-2196 OR EQ) W/
NEOPFENE/5TEEL WASHER
b k
36,
THCKNE55 = 29GA
29 GA CORRUGATED SHEATHINGK:'�
SCALE:NrS
El
'r2.5"'r
THCKNE55 = 14GA THICKNESS = 12GA
2.5" X 2.5" 14GA TLIDE(D 2.25" X 2.25L'112g2G6A,�TUDE
SCALE:NrS SCALE:NT5
�141R
bq Lj
�f2.5-"f
THICKNESS = 14GA
THICKNESS = 14GA
2" X 2" 14GA TUDEt�, 2.5" X 1.5" 14GA CHANNEL
5CALE:NTS SCALE: NTS (D
1.5C'
LQ
cq
425" �l 'r2.5"r
THICKNESS = 18GA 14GA
4.25" X 1.5" X 1&GA 14GA/'---*\ 2.5" X 2.5" X 14GA TUDE W/ 229'
HAT CHANNEL k,� X 2.25" X 12GA TUDE INSERT
SCALE:NTS SCALE:NrS
XI, NOTE: INSERT FULL LENGTH & FIELD
% DOLT W1 [23) FASTENERS 0 12- C/C
0\y��, -
G �,Nlb'�A STAGGERED OPPOSITE FACE
MANUFACTURED BY:
457 N. Bmadway,
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY: i
7—!4-0
A&A ING
CWM - STRUCIURAL
5911 R—i— Pla-, Suiw B - Tbled., OH 43623
T�L 419-292-1983 . I= 419-292-W55
,"-�.gi=."m
DRAWING INFORMATION
PROJECT: W -C- WIDE DUILPING5
LOCATION: STATE OF CALIFORNIA
PROJECTNO.: 233-16-1206
SHIM TITLE:
SCHEPULES &
MEMDER SECTIONS
SHEET NO.: 2/11
DRAWN BY: LAK DATE: 12/1/16
-1� \ V.- -- i N
CHECKED BY: OAA DATE: 12/1/16
LEGAL INFORMATION
*--t ANY DUPUCATION OF THIS DRAWNG IN WHOLE OR
PAKT 15 STRICTLY FORBIDDEN. ANYONE DOW, 50 MALL
BE PRD5ECUMD UNDEP THE FULL WENT OF THE LAW.
DRAWINGS VAUD UP TO I YM FROM OAXE OF 65UE.
SEAL:
THCKNE55 14GA THCKNE55 14GA
STRAIGHT 13RACKETr--"� ANGLE DPACKET/---'\ V�LoFES%
SCALE: NT5 SCALE: Nr5
CIVIL
MAR A. rn
w m
C(- BU-YASEIN X
C73389
OF C 0�
THICKNESS 14GA THICKNESS 1/#'
PD DRACKEjr,-� DASE ANGLE DATEExpiREs: 12/31/2018
SCALE: NTS SCALE:NrS DATE SIGNED: NOV 17 2016
(4) PEAK BRACE
(2) FOOF BEAM
7
(4] MAK BRACE
12 - (2] ROOF BEAM
7 1,3
f
2
3
[5] KNEE BRACE - SEE
TABLE 3.1 FOP LENGTH
(1) COLUMN POST
MANUFACTURED BY:
_\IR
(5] KNEE 13FACE - SEE
.TABLE 3.1 FOR LE%-TH
COLUMN POST
C,
j3tj-rTE
(31 BASE RAIL (31 DA I SE RAIL visioN
13UILW�G .01
'T appROVED-
29P-9 n" q 2-q-91/2"
L -j I T r. A -1 -NAME =_L. I IL)N
(2] ROOF DEAM SCALE: NrS (2] ROOF 13EAM
12
12
TYP. REGULAR FRAME SECTION
SCALE: NTS ROOF MEMBER
457 N. Broadway,,
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY.
A&A ENGUIFEWNG
Cr,IL*STRUCTURAL
5911 R—i—me Ph-, Skc B - Tokd., OH 43623
T.1.4'19-MI983.&�.4M29MS5
DRAWING INFORMATION
llOJElT: 39�d' WIPE DUILDINGS
LOCATION: STATE OF CALIFORNA
PROJECTNO.: 233-1&1206
SHEET TITLE:
[4) PEAK DRACE
1/8"FILLET - 1 1/2"LG. 0
.,PETAILS
C.C. STITCH WELP DOTH
51DES STAGGERED - T-�P.
[4) PEAK DFACE
LE AL
I/&. FILLET - 11/2" LG (9D [4] PEAK 13RACE - DOUBLED ALOW-7
7 j
SH6ET NO.:
(5] KNEE DRACE - ATTACH W1
TAp
CH
C.C. STITCH WELD DO'TH ROOF MEMBER TILL EAVE. ATTACH WITH
1/&'FILLET - 11/2" LG. 0 O'C.C. STITCH
DRAWN BY: LAK DATE: 12/1/16
-,(2)[23]FA5TENER5F_S.
SIDES STAGGERED - TYP.
[51 KNEE DRACE -ATTACH W1 V�ELD 130TH SIDES, STAGGERED - TYP.
CHECKED BY: OAA. DATE: 12/V16'
[6j 6" LG. CONNECTOR SLEEVE
(2) [23) FASTENERS F-5. PEAK 13RAGE CONNECTIOt��
- LEGAL INFORMATION
FIELD 13OLT Wl [23)
5CALE:NTS
ANY DUPUCKnON OF lliI5 DMWNG IN "OLE OR
FASTENERS - SEE TADLE 32
[6) &' LG. CONNECTOR SLEEVE - (1] COLUMN POST - FIELD
PART t5 57MCTLY FORBIDDEN. AWONE DOW, 50 WILL
BE PROSECUTED UNDER ThE FULL Effm OF THE LAW.
FOR NO. OF FASTENERS REQD.
FIELD DOLT W1 (23] FASTENERS DOLT W1 [23] FASTENERS
5
DRAWNG5 VAUD UP TO I YEAR FROM DATE OF 156-49.
(1] COLUMN P05T
SEE TABLE 32 FOP NO. OF (0 12"5TAGGEREO
1
FASTENER 5 REOD.
SEAL:
[1] COLUMN P05T (6j 6' LG. CONNECTOR SLEEVE
FIELD DOLT W/ [23]
23]
oFESsjo
Ej A. W -FRAME E"E PETAILO
13. REGULAR FRAME FA5TENER5 - SEE TADLE 32
SCALE: N'S
FOP, NO. OF FASTENERS REOD.
Qq
CIVIL
TA13LE W: KNEE DRACE SCHEDULE
[2j ROOF DEAM
G)
I [WIN [17] STRAIGHT BRACKET. SECURE
N
AR A.
m
-0 UP TO&
24" TO PD SUPPORT AND ROOF
L
— [0) FD SUPPORT FOP [3) DASE RAIL
U-YASEIN
;D
0 9 TO 12'
36, DEAM5
OR PEAK 13RACE W/ (4)
PEAK BRACES LONG-3EP
L23] FASTENERS E.S.
THAN 12'0"
C73389
TA13LE 3.2 FASTENER SCHEDULE
(4) PEAK BRACE
DASE PETAIL(D
F C
SCALE: NTS
13 105 TO 125 4
NOTE: COLUMN P05T MAY DE ADJUSTED ±1" FOP, LEVELING.
E3 1,30 TO 155 6
PI3 SUPPORT DETAIL MANUFACTURER 15 NOT RE5PON5113LE FOR LEVELING7 OF GROUND
DATE Expiiii: 12131/2018
13160 TO 180 D
SCALE: NTS 4 AND/OR CONCRETE SURFACE PROVIDED DY OTHERS.
DATE SIGNED: NOV 17 2016
TA13LE 4: FRAME SPACING 5CHEPULE
NOTES:
1. FRAME SPACINGS ARE IN UNITS OF INCHES ON).
2. ' WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL SHEATHING.
3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH).
4. FOR VALUE 5 THAT LIE DETWEEN TWO CELL 5. THE HIGHER (MORE STRINGENT) VALUE HAS, TO 13E USED. INTER POLATION DETWEEN CELLS 15 NOT ALLOWED.
IDMS�Ot4
GENERAL ENCLOSURE NOTES:
1. TYPICAL ENCL05ED AND OPEN DUiLDINGS ARE AS SHOWN ON THE RIGHT.
2. THE MAX. DUILDING LENGTH FOR ENCLOSED DUILPING5 15 75'-0" . THIS CAN DE INCREASED
DY ADDING A POUDLE FRAME AT THE CENTER TO 13REAK THE LENGTH OF THE DUILPING.
3. FOP, ENCLOSED.DUILDINGS, ONE END WALL CAN DE OPEN IF THE OTHER END WALL 15
ENCLOSER THE OPEN END WALL MUST HAVE EITHER GADLE FRAMING (SEE SHEET &A) OR A
POUDLE END FRAME.
4. OPEN DUILDING5 CAN HAVE PARTIALLY ENCL05ED SIDE WALLS. FOR SIDE WALLS UP TO 3,
ENCL05ED THERE 15 NO CHANGE IN THE DESIGN. FOP, GREATER THAN 3'SIPE WALL
ENCLOSURES, THE SPACING FROM A13OVE TADLES NEE05 TO DE REDUCED DY 6".
5. OPEN DUILDING7 WITH PARTIALLY ENCL05ED END WALLS NEED TO HAVE SIDE WALL DRACING
TO SUPPORT THE PARTIALLY ENCLOSED 51PE WALL. SEE SHEET 9 FOP TYPICAL DRACING TYP. ENCLOSED DUILPING
PETAIL5. SCALE: NTS
TYP. OPEN DUILPING
SCALE: NTS
MANUFACTURED BY:
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY:
Aa ING
CrM - STRUCrURAL
5911 Renaissance PLace, Suite B e Tolltdo, CH 43623
TeL 419-292-1983 F= 419-292-0955
mm�ngutce�m
DRAWING INFORMATION
PROJECT: 30`�C'WIPE 13LALPINGS
LOCATION: STATE OF CALIFORNIA
PROJECTNq.: 2-70"H612 06
SHEET TITLE:
SPACINGSCHEPULES
& ENCLOSURE NOTES
SHEET NO.: 4/11
DRAWN BY: LAK DATE: 12/1/16
CHECKED BY: OAA DATE: 12/1/16
LEGAL INFORMATION
- ANY DUPUCA`nON OF TH15 ORAWNG IN "OLE OF,
PART t5 STRJCTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDEF THE FULL WENT OF 1�C LAW.
- DRAWNGS VAUD UP TO I YEAR FROM DATE OF 59JE.
SEAL:
�VOFESS/o
CIVIL
OAR A. m
m
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C73389
1�
OF c
DATEEXPIREs: 12131/2018
DATE SIGNED: NOV 17 2016
GROUND
SNOW /
ROOF LIVE
LOAP(P5F)
0105
0115
WIND SPEED OAPH)
0 1,30 0140 0155
0165
0180
0105
-7
7�
0115
115
WIND SPEED (MPH)
01,30 0140 0155
0 1,30
7
0165
000
0,30/20
040/27
050/34
060/41
070/47
080/54
090/61
60
60
54/60
54
48,
42/48
36/42.
4 4
.5.4. -4&/54 42/48 42. 36/42 36
30
.
45/60 4&/60 42/6o 42/54 ' 4& 42/4& 36/42
48, 48 42/46, 42 - 36/42 36
30
40/45, 40/4& 40/45 40/46 40/4& 40/48, 36/42
40/42. '40/42'.,.40/.42. 40/42 '36 .-.36
'30
36/42 36/42 36 36 36 36 36
36-- " Z61 7-30 30 30 30
..24
32/36 32/36 32/36 32/36 30 30 30
ZO f 30 30..-, 24 24
24
24 24 24 24 24 24 1 24
'24 �-,.24 24" 24 24
15 1& 1& 16 --- - --- ---
la'., I& __.. ____ --- - ____
___
0,30/20
040/27
050/34-
060/41
070/47
0&0/54
0 90/61,
60) W -_
54/60 ;54 4-6 ' 42/48.
54
4&/54
42/54
42/4&
36/42,
36/42
30/36
.46/60, 4&/60,- '42/60' _4&5+� 4&�__ 42/48:
.48 45. 42/4& 42/4& 36/42 36/42.
30/36
.401t�4 40/�4`. 40/54�'. 410/4& r 40/4& 40148'.
40/42 40/42 40/42 40/42 36/42, 36
30/36
,36/46 36/42 '36/42 36/42 56/42 36/42 �:36/42.,
36 36 36 Z56 36 36
30/W
'62/M, 32/36 32/36 32/36' 32/3611 - W �30
30 30 30 30 30 130
24
30, :30 30' '30 30,' ','W
24 24 24 24 24 24
24
241' -24- 2+ '24 24 24 " '24
15 15 15 15 15 la
la
1
- .090/61
0_30/ 20
040/27
050/34
060/41
[3 70 / 47
080/54
60
60
54/60
54
46
42/46
36/42
.,-54- �4&54; "42/54
42/54
36/4& �,36/46
'_30/36
4&/60,1 48160 42/60 42/54 42/48 42/4& 36/42
45� 4& 42/4& 42/4& 36/4& - 36/45'
30/36,
40154 40/54 40/54 40/4&, �40/4& 40/48 36/42
40/42 40/42 40/42 40/42 36/421 ',36/42'
.30/36
36/48 36/48 36/48 36/4& 1 36/42 36/42 36/42
36 3& "36' -36 �-36 '36
�30/
32/42 32/42 32/36 32/1,36 32/36 32/36 30
32/36 30— 30 30 30
24
301,36 30/36 30/36 30/36 30/36 30 30
.30-., ��30 '30 10'.1 124''T
.24
W/36 30/36 30 30 30 30
.241, 24. 24
NOTES:
1. FRAME SPACINGS ARE IN UNITS OF INCHES ON).
2. ' WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL SHEATHING.
3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH).
4. FOR VALUE 5 THAT LIE DETWEEN TWO CELL 5. THE HIGHER (MORE STRINGENT) VALUE HAS, TO 13E USED. INTER POLATION DETWEEN CELLS 15 NOT ALLOWED.
IDMS�Ot4
GENERAL ENCLOSURE NOTES:
1. TYPICAL ENCL05ED AND OPEN DUiLDINGS ARE AS SHOWN ON THE RIGHT.
2. THE MAX. DUILDING LENGTH FOR ENCLOSED DUILPING5 15 75'-0" . THIS CAN DE INCREASED
DY ADDING A POUDLE FRAME AT THE CENTER TO 13REAK THE LENGTH OF THE DUILPING.
3. FOP, ENCLOSED.DUILDINGS, ONE END WALL CAN DE OPEN IF THE OTHER END WALL 15
ENCLOSER THE OPEN END WALL MUST HAVE EITHER GADLE FRAMING (SEE SHEET &A) OR A
POUDLE END FRAME.
4. OPEN DUILDING5 CAN HAVE PARTIALLY ENCL05ED SIDE WALLS. FOR SIDE WALLS UP TO 3,
ENCL05ED THERE 15 NO CHANGE IN THE DESIGN. FOP, GREATER THAN 3'SIPE WALL
ENCLOSURES, THE SPACING FROM A13OVE TADLES NEE05 TO DE REDUCED DY 6".
5. OPEN DUILDING7 WITH PARTIALLY ENCL05ED END WALLS NEED TO HAVE SIDE WALL DRACING
TO SUPPORT THE PARTIALLY ENCLOSED 51PE WALL. SEE SHEET 9 FOP TYPICAL DRACING TYP. ENCLOSED DUILPING
PETAIL5. SCALE: NTS
TYP. OPEN DUILPING
SCALE: NTS
MANUFACTURED BY:
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY:
Aa ING
CrM - STRUCrURAL
5911 Renaissance PLace, Suite B e Tolltdo, CH 43623
TeL 419-292-1983 F= 419-292-0955
mm�ngutce�m
DRAWING INFORMATION
PROJECT: 30`�C'WIPE 13LALPINGS
LOCATION: STATE OF CALIFORNIA
PROJECTNq.: 2-70"H612 06
SHEET TITLE:
SPACINGSCHEPULES
& ENCLOSURE NOTES
SHEET NO.: 4/11
DRAWN BY: LAK DATE: 12/1/16
CHECKED BY: OAA DATE: 12/1/16
LEGAL INFORMATION
- ANY DUPUCA`nON OF TH15 ORAWNG IN "OLE OF,
PART t5 STRJCTLY FORBIDDEN. ANYONE DOING 50 WILL
BE PROSECUTED UNDEF THE FULL WENT OF 1�C LAW.
- DRAWNGS VAUD UP TO I YEAR FROM DATE OF 59JE.
SEAL:
�VOFESS/o
CIVIL
OAR A. m
m
EL BU-YASEIN X
C73389
1�
OF c
DATEEXPIREs: 12131/2018
DATE SIGNED: NOV 17 2016
-TAIXE 5.2: GIFT SPACING SCHEPULE
FRAME..
5PACING,
05-,1115�-`IZ�0.�.140
0 14GA. HAT CHANNEL PURLIN,
MND SPEED (MM
0 0 0 0 0 0 O�
105 115 130 140 155 - 165 180
040/27
13 50 /34
0 60/41
1370/47
IL
(MPH)
155-jQ5.,jj6Q
-s'
2: THIS 5CHEDLILE 15 TO BE L15ED FOR BOTH
1-866-730-9865
14GA AND lb GA PLIRLIN5.
3. FIZAME5PACIW7NEED5TODEPETERMINEC)-
ENGINEERED BY.
FROM TABLE 4.
A&j
X toN immmmm
i060/41,mmmmmmm
0 70 / 47
13 &0 / 54
0 90161
CFAL - STRUCrURAL
5911 RcnahsanL;c P13ce, Suim B * Tokdo, OH 43623
MIUMMMMM
T�L 419-292-1983 F— 419-2912-0935
0 W / 20
13 40 / 27
< 050/34
0 60141
11 70 / 47
13&0/54
090/61
DRAWING INFORMATION
PROJECT: 301-OWDE DUILPINGS
LOCATION: STATE OF CALIFORNIA
PROJECTNO.: 23,-1&1206
eL
U)'?
Uj to
FURLIN & GIRT
SPACING SCHEPULES
01)z
oz: 0650141.1mmmmmmm
2 uj;ol 13 70/47:10MMMMMM
=
9" 13 &0 / 54'MMMMj0MM
-m� 0 90/61 Immmmmmml
SHEETNO.: 5/11
ly
DRAWN BY: LAK DATE: 12/1/16
B)-T
L
,
CHECKED BY: OAA DATE: 12/1/16
DNISION
LEGAL INFORMATION -
ANY DUPLICATION OF THIS DRAVVING IN WiOLE OP
PAKr 15 STRJCrLY FORBIDDEN. ANYONE DOING 50 WILL
APPRON
-TAIXE 5.2: GIFT SPACING SCHEPULE
FRAME..
5PACING,
05-,1115�-`IZ�0.�.140
-.,.WINP
SPEED
(MPH)
155-jQ5.,jj6Q
-s'
2: THIS 5CHEDLILE 15 TO BE L15ED FOR BOTH
1-866-730-9865
14GA AND lb GA PLIRLIN5.
3. FIZAME5PACIW7NEED5TODEPETERMINEC)-
ENGINEERED BY.
FROM TABLE 4.
A&j
CFAL - STRUCrURAL
5911 RcnahsanL;c P13ce, Suim B * Tokdo, OH 43623
T�L 419-292-1983 F— 419-2912-0935
DRAWING INFORMATION
PROJECT: 301-OWDE DUILPINGS
LOCATION: STATE OF CALIFORNIA
PROJECTNO.: 23,-1&1206
MANUFA(
NOTES:
114. olucluv Y,
Joshua, TX 76058
1. GIRT 5PACING UNITS ARE IN INCHE5.
2: THIS 5CHEDLILE 15 TO BE L15ED FOR BOTH
1-866-730-9865
14GA AND lb GA PLIRLIN5.
3. FIZAME5PACIW7NEED5TODEPETERMINEC)-
ENGINEERED BY.
FROM TABLE 4.
A&j
CFAL - STRUCrURAL
5911 RcnahsanL;c P13ce, Suim B * Tokdo, OH 43623
T�L 419-292-1983 F— 419-2912-0935
DRAWING INFORMATION
PROJECT: 301-OWDE DUILPINGS
LOCATION: STATE OF CALIFORNIA
PROJECTNO.: 23,-1&1206
SKEETnTLE:
FURLIN & GIRT
SPACING SCHEPULES
SHEETNO.: 5/11
ly
DRAWN BY: LAK DATE: 12/1/16
B)-T
L
,
CHECKED BY: OAA DATE: 12/1/16
DNISION
LEGAL INFORMATION -
ANY DUPLICATION OF THIS DRAVVING IN WiOLE OP
PAKr 15 STRJCrLY FORBIDDEN. ANYONE DOING 50 WILL
APPRON
BE PR05ECUrED UNDEP THE FULL WENT OF ThE LAW.
DRAWING5 VAUD UP TO I YEAR FROM DA7E OF t5rUE.
SEAL:
,?,OFESs/0
NOTES: id
1. PURLIN SPACING UNITS ARE IN INCHES.
2. FRAME 5 PACING NEEP5 TO BE PETERMINEP FROM TA13LE 4. MAR A.
w m
7 BLI-YASEIN- X
673389
OF C
DATEEXPIRIES: 12/31/2018
DATESIGNED: NOV 17 2016
GENERAL SHEATHING NOTES:
1. REGULAR STYLE DUILPINGS CAN
ONLY HAYE HORIZONTAL
SHEATHING ON ROOF AND WALLS.'
2. A -FRAME STYLE DUILPINGS CAN
HAVE ANY COM13INATION OF
MANUFACTURED BY,
TYF. HORIZONTAL SHEATHING
SCALE: NrS
001 SHEATHING [11] END WALL POST
SEE TADLE 22 FOR
FASTENER SCHEDULE
TYP. HORIZONTAL -SHEATHING PETAIL/—"\
SCALE: NTS
[16] ANGLE CLIP. SECURE TO
POOR POST AND DASE RAIL
W/ (4) (23) FASTENERS E.S.
00] 5HEAfHlNG
6 [9] GIRT5
E TYP. VERTICAL SHEATHING
SCALE: NrS
SEE TADLE 2� FOR
FASTENER SCHEDULE
t9A] END -WALL GIRTS
TUDE PETAILI-_
P WALL VERTICAL SHEATHING
SCALE: NTS
P
CWM - STRUCrURAL
5911 Renaimuce Pbm. Suite B a Toledo, OH 43623
Tel. 419 -292 -IM - I= 41 SL292OZ5
_eng.�
DRAWING INFORMATION
PROJECT: W-C'WIPE DUILL)INGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 233-1&1206
SHEETTITLE:
r—u= A_rUTkV__ f*)t7_rT/)kIr_
N-SEE-TADLE 22 FOR
FACR�k,'SCHEPULE & DETAILS
_'_l
[101 SHEATHING SHEETNO.:
ATTACH PURLIN5 TO
ROOF DEAMS W1 (2) DRAWN BY: LAK DATE: 12/1/16
(23) FASTENERS CHECKED BY: OAA ' DATE' 12/1/16
[&] PURLIN5
ROOF VERTICAL 5HEATHIINL2�� LEGAL INFORMATION
ANY DUPLICATION OF THIS DRAWING IN WHOLE OF
SCALE: NTS PART IS STRICTLY FORBIDDEN. AMVNE DOING 50 VALL
BE PROSECUTED UNDER THE FULL WENT OF THE LAW.
DRAWINGS, VAUD UP TO I YEAR FROM DATE OF E&Z.
ATTACH GIRT5 TO P05T5
W/ (2) (23] FASTENERS
[101 SHEATHING
SEE TADLE 22 FOR
FASTENER SCHEDULE
(9) GIFTS
WALL VERTICAL SHEATHING - HAT CHAN�LL IIET�AIL
SCALE: NTS
SEAL:
OLOFESS/o
CIVIL
bMAR A.
LU m
BU-YASEIN X
C73389
OF CAO
DATEEXFqRES: 12/31/2018
—DATESIGNED: NOV 17 2016
457 N. Broadway,.
SHEATHING ON ROOFS AND WALLS.
MW
1 Joshua, TX 76058
3. DOTH HORIZONTAL AND YERTICAL5
ROOF SHEATHING CAN H"E MAX.
1-866-730-9865
I N
6" OVEPHANG.
4. USING VERTICAL SHEATHING MAY
ENGINEERED BY:
A LLOW FOP, GREATER FRAME
10
SPACING. SEE NOTE 2 UNDER
cq U)
TA13LE 4.
TYF. HORIZONTAL SHEATHING
SCALE: NrS
001 SHEATHING [11] END WALL POST
SEE TADLE 22 FOR
FASTENER SCHEDULE
TYP. HORIZONTAL -SHEATHING PETAIL/—"\
SCALE: NTS
[16] ANGLE CLIP. SECURE TO
POOR POST AND DASE RAIL
W/ (4) (23) FASTENERS E.S.
00] 5HEAfHlNG
6 [9] GIRT5
E TYP. VERTICAL SHEATHING
SCALE: NrS
SEE TADLE 2� FOR
FASTENER SCHEDULE
t9A] END -WALL GIRTS
TUDE PETAILI-_
P WALL VERTICAL SHEATHING
SCALE: NTS
P
CWM - STRUCrURAL
5911 Renaimuce Pbm. Suite B a Toledo, OH 43623
Tel. 419 -292 -IM - I= 41 SL292OZ5
_eng.�
DRAWING INFORMATION
PROJECT: W-C'WIPE DUILL)INGS
LOCATION: STATE OF CALIFORNIA
PROJECT NO.: 233-1&1206
SHEETTITLE:
r—u= A_rUTkV__ f*)t7_rT/)kIr_
N-SEE-TADLE 22 FOR
FACR�k,'SCHEPULE & DETAILS
_'_l
[101 SHEATHING SHEETNO.:
ATTACH PURLIN5 TO
ROOF DEAMS W1 (2) DRAWN BY: LAK DATE: 12/1/16
(23) FASTENERS CHECKED BY: OAA ' DATE' 12/1/16
[&] PURLIN5
ROOF VERTICAL 5HEATHIINL2�� LEGAL INFORMATION
ANY DUPLICATION OF THIS DRAWING IN WHOLE OF
SCALE: NTS PART IS STRICTLY FORBIDDEN. AMVNE DOING 50 VALL
BE PROSECUTED UNDER THE FULL WENT OF THE LAW.
DRAWINGS, VAUD UP TO I YEAR FROM DATE OF E&Z.
ATTACH GIRT5 TO P05T5
W/ (2) (23] FASTENERS
[101 SHEATHING
SEE TADLE 22 FOR
FASTENER SCHEDULE
(9) GIFTS
WALL VERTICAL SHEATHING - HAT CHAN�LL IIET�AIL
SCALE: NTS
SEAL:
OLOFESS/o
CIVIL
bMAR A.
LU m
BU-YASEIN X
C73389
OF CAO
DATEEXFqRES: 12/31/2018
—DATESIGNED: NOV 17 2016
CLEAR DAY EACH SIDE OF
OVERHEAD DOOR OPENING & AT
DUILPING CORNERS
SIPE WALL OVEF, HEAP POOR OPENINGS
SCALE: NTS
SERVICE POOR(5)
TO DE LOCATED
PER CUSTOMER
REQUIREMENTS
OPENING 51ZEP
TO FIT WINDOW
E:1 SPE WALL SEFMCE POOP, / WINPOW OFENING5
SCALE:NTS
CLEAR 13AY EACH SIDE OF
OVERHEAD DOOR OPENNGS & AT
DUILPIW7 CORNERS
MANUFACTURED BY:
457 N. Broadway,
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY: i
TTIO
A&
CIM -STRUCTURAL
5911 Renaissance Pl:aoe, Suim B @ Toledo, OH 43623
Tcl.419-2MI983 0 I= 419-292-M
—�cnguvvc�
DRAWING INFORMATION
PROJECT: 30-O"WIDE DUILPINGS
LOCATION: STATE OF CALIFQFNIA
PROJECTNo.: 233-16-1206
SHEET TITLE:
SIDE WALL OVEF, HEAD POOP, OPENINGS SIPE WALL FRAMING
WITH TRUSS STYLE HEAPEF,
SCALE: WS & OPENINGS
1313 -T -f E C 0 U fl -4- ry SHEET NO.: 7-A / 11
BUILC)ING DivISION DRAWNey: LAK DATE:'12/l/16
CHECKED BY: OAA DATE:- 12/1/16
ED
SIPE WALL FKAMING NOTE5p PROV— LEGAL INFORMATION
- ANY DUPLICATION OF THL9 ORAWW. IN M10LE OR
1. TRU55-5TYLE HEADERS ARE REQUIRED FOR WHERE THE PART IS, STRICTLY FORBIDDEN. ANIONE DOING 50 %MLL
BE PR05ECUTED UNDER THE FULL WENT OF THE LAW.
GROUND SNOW LOAD 15 GREATER THAN 40 P5F. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE.
2. DESIGNS AND PETAILS SHOWN HERE ARE APPLICA13LE TO
DOTH REGULAR AND A -FRAME STYLE DUILPING5.
3. MAX. HEIGHT OF SIPE WALL DOOR OPENNG5 DEPEN05 ON
P05T LENGTH NEEPEP TO ACCOMMODATE KNEE DRACE5.
4. OVERHEAD POOR OPENINGS CANNOT CUT THROUGH MORE
THAN 2 FULL FRAMES.
5. MIN. 1 CLEAR DAY MUST DE MAINTAINED DETWEEN ANY 2,
OVERHEAD POOR OPENINGS. A CLEAR DAY 15 A SPACE
13ETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR
OPENINGS.
6. MIN. 1 CLEAR 13AY MUST ALSO DE MAINTAINED FROM THE
DUILPING CORNERS.
7.' SERVICE POOR5 AND WINPOW5 CAN DE PLACED IN CLEAR
DAYS OR ANY WHERE ELSE AS NEEDED.
SEAL:
OFESS/0
C CfVIL
fVIL
0
0�
1,0M AMR A. m
S�j m
MU-YASEIN ;D
C71189
OF CA-vf��l
DATEEXPIRES: 12/31/2018
DATESIGNED: NOV 17 2016
[12) POOR POST
[6] 6- LG. CONNECTOR
c 5LEEYE. FIELD DOLT W/
[23] FASTENERS - SEE
TAIXE,32 FOR NO. OF
FASTENERS PEOP.
(51 DA5E RAIL
POOR POST 130T. CONN. PETAlL/'--'\
SCALE: NTS
[15] WINDOW FRAMING�,
(16] ANGLE CLIP. SECURE
TO COLUMN P05T AND
HEADER W/ (4) (23)
FASTENERS E.5.
TYF. WINDOW FRAIAING(-,-,-�
CONN. PETAIL
SCALE: NrS
FASTENERS REOP.
COLUMN POST A13OVE COL. 5
POOR HEADER CONN. PETAIL
SCALE: NTS
[11 COLUM
ADOVE I
[231 TRUSS
SPACER -
MAX 20"O.C.
[6] 6- LIS. CONNECTOR
SLEEVE. FIELD DOLT W/
[23] FASTENERS - SEE
TADLE 32 FOP NO. OF
FASTENERS RE121).
[13) SINGLE HEADER
- UPPER CHORD
[13] SINGLE HEADER
- LOWER CHORD
COLUMN POST ADOVE TRUS�S-
POOP, HEADER CONN. PETAIL 07
SCALE: NTS
L(6) 6" LG. CONNECTOR
5 SLEEVE- FIELD DOLT W/
10
Lj
E
[23] FASTENERS - SEE
TADLE 32 FOP, NO. OF
FASTENERS REQP.
(11 COLUMN P05T
A13OVE HEADER
[14J POUDLE HEADER
11/&. FILLE
/6'FILLET - 1-1/2" LG. @ 12'
C.0 STITCH WELP DOTH
SIDES STAGGERED - TYP.
COLUMN P05T A13OVE P13L -
POOR HEAPER CONN. PETAIL.0
SCALE: W5
[15] AWKE CLIP. SECURE TO
(15] AWKE CLIP. SECURE TO
ECURE To
COLUMN P05T AND HEADER
W1 (4) #3 TEK5 SP5 E.S.
COLUMN P05T AND HEADER
HEAD Ep
- UPPER CHORD
(23] TRU55
E p
W/ (4) (23j FA5TENER5 E.5.
'5 E-5*
MAX 20- D.C.
[15J ANGLE CLIP. SECURE
[14] POUDLE HEADER
[1] COLUMN P05T
(12] POOP, POST
TO COLUMN P05T AND
SLEEVE FIELD DOLT W1
[23) FASTENERS - SEE
SERVICE DOOR / WINDOW
FASTENERS REQP.
FRAMING W/ (4) (23]
FASTENERS E-5.
.[15] SERVICE DOOR
10'FILLET - 1-1/2" LIS. 0 6'
WINDOW FRAMING7
C.0 STITCH WELP E30TH
[11 COLUMN P05T
[1] COLUMN POST?
SIDES 5TAGGEFEP - TYP.
TYF. SERVICE POOP, / WINPOW(D
02) 11>10011, P05T
[616- LG. CONNECTOR
FRAMING CONN. PETAIL
SLEEVE FIELD DOLT W1
(23) FASTENERS - SEE
SCALE: NTS
TA13LE.32 FOR NO. OF
FASTENERS REOP.
COLUMN POST A13OVE COL. 5
POOR HEADER CONN. PETAIL
SCALE: NTS
[11 COLUM
ADOVE I
[231 TRUSS
SPACER -
MAX 20"O.C.
[6] 6- LIS. CONNECTOR
SLEEVE. FIELD DOLT W/
[23] FASTENERS - SEE
TADLE 32 FOP NO. OF
FASTENERS RE121).
[13) SINGLE HEADER
- UPPER CHORD
[13] SINGLE HEADER
- LOWER CHORD
COLUMN POST ADOVE TRUS�S-
POOP, HEADER CONN. PETAIL 07
SCALE: NTS
L(6) 6" LG. CONNECTOR
5 SLEEVE- FIELD DOLT W/
10
Lj
E
[23] FASTENERS - SEE
TADLE 32 FOP, NO. OF
FASTENERS REQP.
(11 COLUMN P05T
A13OVE HEADER
[14J POUDLE HEADER
11/&. FILLE
/6'FILLET - 1-1/2" LG. @ 12'
C.0 STITCH WELP DOTH
SIDES STAGGERED - TYP.
COLUMN P05T A13OVE P13L -
POOR HEAPER CONN. PETAIL.0
SCALE: W5
[15] AWKE CLIP. SECURE TO
COLUMN P05T AND HEADER
W1 (4) #3 TEK5 SP5 E.S.
[13] SINGLE HEADER
- UPPER CHORD
(23] TRU55
SPACER -
MAX 20- D.C.
[13] SINGLE HEADER
- LOWER CHORD
[1] COLUMN P05T
(12] POOP, POST
[6] 6" LG. CONNECTOR
SLEEVE FIELD DOLT W1
[23) FASTENERS - SEE
TADLE 3.2 FOR NO. OF
FASTENERS REQP.
COLUMN POST ADOVE TRL)55t�--�
POOR HEADER CONN. PETAIL
SCALE:111`5
ST -TF Coo, vt
13UILt)ING oNjS\0N
f-Alr-%
Appfj0\jt'-lj
MANUFACTURED BY:
457 N. Broadway,
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY: i
7—! -t -o
A&A ENGRiEEMING
CIVIL - STRUCrURAL
S911 lt-ai� Pt—, Suim B . T.W., OR 43623
T,L 419-MI%3 - ft, 419-20MS3
—ng .
DRAWING INFORMATION
PROJECT: W-UMPE 13UILPMS
LOCATION: STATE OF CALIFORNIA
PROJECTNo.: 233-16-1206
SHEET TITLE:
SIPE WALL FRAMING
PETAIL5
SHEETNO.: 7-D / 11
DRAWN BY: LAK DATE: 12/1/16
CHECKED BY: OAA DATE: 12/1/16
LEGAL INFORMATION
- ANY DUPLICATION OF TH15 DRAVANG IN WHOLE OF
PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 VALL
BE PR05ECUTED UNDER THE FULL E)ffNT OF THE LAW,
DRAWINGS VAUD UP TO I YEAR FROM DATE OF LI&A.
SEAL:
I--, �91 OFESS/0,
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DATEEXPIRES: 12/31/2018
DATESIGNED: NOV 17 2016
SEE TABLE &-Al FOR MAX
END WALL P05T SPACING
MIR 12,
CORNER
OFFSET
01
R Z
ORNER
FFSE
1�- 'r T
111 2
00 -
MIR 12" 13ETWEEN
OPENINGS
(201 GA13LE DRACE
SEE TABLE 5 -Al FOR
END WALL P05T 5;�DNG
END WALL OVER HEAD POOR OPENINGS
SCALE: NTS
SEE TA13LE b -Al FOP, MAX
WALL POST
14 END r SPACING
OPENING 5IZEP
TO FIT WINDOW
SERVICE POOR(S) TO BE
LOCATED PEP, CUSTOMER
REQUIREMENTS
[20] GABLE 13RACE
SEE TABLE 5 -Al FOP, MAX. -__4
END WALL P05T 5PACIW-7
E3 END WALL SERVICE POOR ANP WINPOW OPENINGS
SCALE: NrS
ENP WALL FRAMING NOTES:
1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE DUILPING5.
2. MIN. 12"CLEARANCE MUST BE MAINTAINED 13ETWEEN ANY TWO OPENING -5 (OVERHEAD POOP, OR SERVICE POOR)
AND FROM CORNERS.
3. SERVICE DOORS AND WINPOW5 CAN BE PLACED AS NEEPED.
4. DIAGONAL BRACES NEED TO 13E APPEP FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL
BRACE CONNECTION PETAIL5.
'�'�L
I " I I
1301
E] ENP WALL GA13LE5
SCALE: NTS
PARTIAL END WALL FRAMING
SCALE: NrS
TA13LE 5-A.l: ENP WALL POST
5;PA(-H-� c�04FOIJI F
- WIND SPEED
(MF'H) IN
__lAYE�HElGHr
UP TO 7'
0 6 TO 9'
M 10'TO 12'�.
MANUFACTURED BY:
457 N. Broadway,
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY: i
T-50
A&A ENGINI�G
CM - STRUCTURAL
5911 Renais— Plam. Suk B * Tok-do, OH 43623
Td 419-292,1983 F= 419-292-095,5
DRAWING INFORMATION
PROJECT: 301-0'WIPE 13UILPINGS
LOCATION: STATE OF CALIFORNIA
PROJECT No.: 233-16-1206
SHEET TITLE:
ENP WALL FRAMING
SHEETNO.: 8-A / 11
DRAWN BY: LAK DATE: 12/1/16
CHECKED BY: OAA DATE: 12/1/16
LEGAL INFORMATION
- MY DUPUCA'n0N OF THIS DRAWING, IN MiOLE OR
PAU L5 5TRJMY FORBIDDEN. ANYONE DOING 50 VALL
5E PRD5ECU`rED UNDEP THE FULL DMNT OF THE LAW.
DRAVANG5 VAUD UP TO I YEAR FROM DATE OF ISSUE.
SEAL:
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DATEEXPIRES: 12/31/2018
DATESIGNED: NOV 17 2016
(12] DOOR POST
4q
[3) 51PE WALL BASE RAIL
f[II]
(16) ANGLE BRACKET. SECURE
07) STRAIGHT BRACKET.
[11 COLUMN P05T
(161 ANGLE BRACKET.
SECURE TO DOOR P05T
(6] 6- LG.
SECURE TO DOOR P05T
AND BASE RAIL W/ (4)
CONNECTOR SLEEVE
AND BASE FAIL W/ (4)
END WALL P05T
[23] FASTENERS
OR [121 DOM POST
(23] FASTENERS
- ROOF 13EAM CONN. PETAILG)
[16] ANGLE BRACKET. 5ECURI
(131] DAA51EI RAIL
TO POOR P05T AND BASE RAI
POOR POST DASE FAIL CONN. PETAIL
W/ (4) [23] FASTENER'
SCALE: NTS
1
r3l END WALL DA5
(2] ROOF BEAM
4q
f[II]
(16) ANGLE BRACKET. SECURE
TO DOOR P05T AND BASE RAIL
W/ (4) (23] FASTENERS E-5.
D7] STRAIGHT BRACKET. SECURE
TO POOP, P05T AND BASE RAIL
END WALL P05T
W1 (4) 1231 FASTENERS
OR [121 DOM POST
ENP WALL POST
SCALE: NTS
- ROOF 13EAM CONN. PETAILG)
[11] END WALL POST — -, --'�
[15) ANGLE CLIP. SECURE TO
END WALL P05T AND DOOR / .11
WINDOW FRAMING W/ (4)
[23] FASTENERS E.S.
[15] SERVICE DOOR /;§
WINDOW FRAMING
TYP. SERVICE POOP, / WINPOW0
FRAMING CONN. PETAIL
SCALE: NTS
01] END WALL P05T
POST ABOVE HEADER
(15] ANGLE CLIP.
SECURE TO POOP P05T
AND BASE FAIL W1 (4)
[23] FASTENERS E.S.
CORNER I)ETAIV—,-')
SCALE: NTS \� - I
(11) END WALL POST >
(16] ANGLE BRACKET. SECURE
TO POOR P05T AND DA5E FAIL
W/ (4) [23) FASTENERS E-5.
(3) BASE RAIL
END WALL POST - 13ASE0
RAIL CONN. PETAIL
SCALE:NTS
(11) END WALL P05T
[15) ANGLE CLIP. SECURE TO
DOOR P05T AND BASE RAIL
W1 (4) [23] FASTENERS E.5.
p
[13] SINGLE HEADE ,
HEAPER - ENP WALL POST CONN. PETA10
SCALE: NTS
[141 DOUBLE HEADER [Ilj END WALL P05T --- le
[153 ANGLE CLIP. SECURE TO
- T
DOOR P05T AND BASE RAIL
W1 (4) 1`241 FASTENERS F-5
1.11.1�1'iv" LrV�l
ADOYE HEADER
(15) ANGLE CLIP.
SECURE TO POOP, P05T
7T
AND BASE RAIL W/ (�4)
(23] FASTENERS E.S.
[13) SINGLE HEADER
END WALL P05T ADOVE HEADER CONN. PETAILO
SCALE:NrS
[15] ANGLE CLIP. SECURE TO
HEADER AND COLUMN POST
W1 (4) (23] FASTENERS F-5.
[13] SINGLE HEADER
(11] COLUMN POST AT CORNER —
GADLE HEAPER - CORNER POST CONN. PETA
SCALE: NT5
[2) ROOF BEAMS
(14] DOUBLE HEADER [221 GABLE
1/6" FILLET - 1-1/2" LG. 13PACE
llb" FILLET - 1-1/2" LG (9D 6'
0 5 C.0 51ITCH
WELD BOTH SIDES
STAGGERED - TYP.
ENP WALL POST A13OVE POUDLEI/-�
HEAPER CONN. PETAIL
SCALE: NTS
[221 GABLE BRACE
DETAIL A
MANUFACTUREn RY-
457 N. Broadway,
Joshua, TX 76058
1-866-730-9865
ENGINEERED BY: i
T-!Oap
A&j ING
cnqL. MUCTURAL
S91 I Renai— PLxc, Suk 8 a ToledD, OH 43623
Td 419-MI%3 I= 419-292-M
DRAWING INFORMATION
PROJECT: 301-00'WIPE DUILPINGS
LOCA'nON: STATE OF CALIFORNIA
PROJECTNo.: 233-1(E�1206
SHEETTITLE:
ENP WALL FRAMING
PETAIL5
SHEET NO.: &-D / 11
DRAWN BY: LAK DATE: 12/1/16
CHECKED BY: OAA DATE: 12/1/16
LEGAL INFORMATION
- ANY DUPLICATION OF 71-115 DRAWING IN MOLE OR
PART 15 5TPJCTLY FORBIDDEN. AWYONE DOING 50 WLL
BE PRO5ECU`rED UNDEP THE FULL EISM OF Thf LAW.
- DRAWINGS VALID UP TO I YEAR FROM WE OF 155UE.
C.0 STITCH WELD BOTH SEAL:
SIDES STAGGERED - TYP. [17] ANGLE CLIPS 2 EACH
POLIDLE HEAPER - ENP W��� END - TOTAL 4. SECURE T
POST CONN. DETAIL ROOF BEAMS W/ (4) [231
SCALE: NTS FASTENERS E.5.
TYP (-,ARI I= RI?Ar;: r0W
01) END WALL POST SCALE: . NrS
ADM GA13LE HEADER
(22] GABLE DFACE [11) END WALL P05T
ABOVE GA13LE HEADER
[173 ANGLE CLIPS 2 EACH
c ri
[22] PD BRACKET. SECURE TO
POST AND GABLE 13RACE W/ (5)
[24] FASTENERS AS SHOWN E 5.
GA13LE DRACE - ENP WALL CONN. PET
SCALE: NTS
I -
r NV - I V I r%L �r. Z�lr Llvrlr- v
TO GABLE HEAPER�/t)
(23] FASTENERS E.0 I
2PETAIL D
[1,31 SINGLE HEADER
OLOFESS/oN
C I V I L
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DATEEXPIRES: 12/31/2018
DATESIGNED: NOV 17 2016
CONCRETE SLAD FOUNPATION NOTE5: III :!! If, -�� Z��
1.
DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE 5LAD
ASSUMED 501L DEARING CAPACITY 15 TO DE A MIR OF 1500 P5F. SCALE: NTS
9. CONCRETE STPENGTHTO 13E AMIN OF 2500 PSI@ 2& DAYS.
FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A
TA13LE 11-A.2: NOTCH WIDTH
SLAD ANCHOR SCHEDULE
THRU P CAN DE USED.
2
-ANCHOR51ZE
GRAPE
2.
EITHER OPTION 1'EPGE OFFSET` OR OPTION 2'NOTCHEP EDGE'
II -A
DETAIL CAN DE USED.
0 155 TO 180 50-0 X 7-
3.
FOP, OPTION I THE MIR 5LAI3 51ZE SHALL DE EQUAL TO THE
NOTES:
- MAX. 6'
OUTSIDE DIMENSIONS OF THE DUILPING PLUS 5" EACH DIRECTION.
ANCHOR - EE [11 COLUMN P05T
EXPANSION ANCHOP5. WEDGE ANCHORS OR
3.
FOR OPTION 2 THE MIR 5LAD 51ZE SHALL DE EQUAL TO THE SIPE
ADHESIVE ANCHORS MAY DE USED AS LONG
PIMEN51ON5 OF THE 13UILPING DIMENSIONS.
4.
CONCRETE ANCHORS SHALL DE LOCATED NEXT TO EVERY P05T
2. MIN. EMDEPMENT DEPTH TO DE 4".
AND ON EITHER 51PE OF OPENINGS. TWO ANCHORS SHALL DE
<
3. ANCHORS TO DE SPACED NO MORE THAN 6"
INSTALLED AT CORNER OF ENCL05ED DUILPING5 WITH END WALLS
- ONE ON EACH DA5E RAIL.
5.
CONCRETE ANCHORS CAN DE ANY ONE OF THE OPTIONS
4. ALL ANCHORS TO DE A,307 EQUIVALENT OR
MENTIONED IN TA13LE 11 -Al.
D6-cu�j
6.
PEM OF 5LAD TURN DOWN FOOTING SHALL DE GREATER THAN
CONTFOL JOINTS SPACED AT
FROST DEPTH SPECIFIED PER LOCAL CODE.
rmwon ni a . a
MAX. 29-O"O.C.
N\
L v I RnLL � F Lr%%,F-V ZR/ r%Z;P I V Liffil I FYlr%A. OLr%W CONCRETE SLAD FOUNPATiON
-21- AN5 I v 20 IN EACH PIKEG I ION.
ASSUMED 501L DEARING CAPACITY 15 TO DE A MIR OF 1500 P5F. SCALE: NTS
9. CONCRETE STPENGTHTO 13E AMIN OF 2500 PSI@ 2& DAYS.
TAE5LE 11 -Al: CONCRETE
TA13LE 11-A.2: NOTCH WIDTH
SLAD ANCHOR SCHEDULE
(31 13ASE RAIL
HORIZONTAL/OPENI__ VERTICAL
-ANCHOR51ZE
GRAPE
1014GA 1012GA 11314GA 10 2GA
0 105 TO 140 1/210 X 71
WIRE OR F113EF MESH A * F—
2 3/4" 1 2 7/6' 1 13/4" 1 17/6'
0 155 TO 180 50-0 X 7-
MANUFACTURER
DEPTH 15 TO DE 11/2"
NOTES:
- MAX. 6'
1. ANCHORS ARE DASEP ON ESR -2526 REPORT.
ANCHOR - EE [11 COLUMN P05T
EXPANSION ANCHOP5. WEDGE ANCHORS OR
TADLE 11 -Al
N
[3] DA5E RAIL
ADHESIVE ANCHORS MAY DE USED AS LONG
AS THEY MEET OR EXCEED THIS REPORT.
2. MIN. EMDEPMENT DEPTH TO DE 4".
7..
<
3. ANCHORS TO DE SPACED NO MORE THAN 6"
FROM POSTS.
Uj
4. ALL ANCHORS TO DE A,307 EQUIVALENT OR
D6-cu�j
BFTTFP
...n
MIR 4" EDGE DIST.
(11 COLUMN P05T -
ANCHOR - SEE
TADLE 11 -Al
(31 13ASE RAIL
COaWCRE SLAD
GRAPE
W6X6-616 WELDED -
Uj
WIRE OR F113EF MESH A * F—
AS RECOMMENDED DY
(D
MANUFACTURER
UJI Uj
(3) 94 REDAR CONT.
<
SECTION A -A
MIR 4" EDGE DIST
MANUFACTURED BY:
457 N. Broadway,
Joshua, TX 76058
1-866-730-9865
ENGINEERED I:il
A&j
CIVIL - STRUCTURAL
�A 5911 Rcmim� Pt�, Sl�tc B * Tokdo, 01-143623
T�L 419-292-19M F-11 9-292-0955
DUILPING, P05T
DEYONP
-- 2" WIDE X 1"PEEP
-1"J NOTCH ALONG
OVERHEAD DOOR
AND SLOPE TO 2"
OVERHE�'P 1506P, NOTCH PETAILr,---�
SCALE: NTS 31, �2�
ANCHOR - SEE [1) COLUMN P05T
TADLE ii -Al /- [3)13A5E RAIL
.. A. -
SECTION 5-15
EDGE DIST.
[7] 13ASE ANGLE
NOTCH 51EE ANCHOR - SEE TAIILE 11 --Al
TADLE 11-A.2N MIR 4" THK. —
GRAPE CONCRETE 5LAD \
+ I. + ,
ALT. NOTCHED EDGE DETAIL
13 OPTION 1: EPGE OFFSET PEi�Lo
SCALE: Nr5
l<
3
LLJW8Z.. C,
LU
[11 COLUMN P05T
[3] DA5E FAIL
GRAPE
W6X6-616 WELDED
WIRE OR FIDER MESH
AS PEP, LOCAL
'Y
AS RECOMMENDED DY
R ,
URER
MANUFACT 7 CODE. MIR 12"
(3) #4 REDAR CONT. DELON GRAPE
DOPTION 2: EDGE FLUSH PETAIL /�
SCALE:NTS Qj
DRAWING INFORMATION
PROJECT: 39-0'WIPE DUILPINGS
LOCATION: STATE OF CALIFORNA
PROJECT NO.: 2,33-16-1206
SHEETTITLE:
FOUNPATION OPTION 1:
CONCRETE SLAD
SHEET NO.: 11-A / 11
DRAWN BY: LAK DATE: 12/l/16
CHECKED BY: OAA DATE: 12/1/16
LEGAL INFORMATION
- ANY DUPUCAMON OF TH15 DRAWING IN WrKXf OR
PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 VALL
13E PROSECUrED UNDER THE FULL WENT OF THE LAW.
- DIRAMNG5 VAUD UP TO I YEAR FRDIVI DATE OF 1516UE.
SEAL:
10',-p,OFESS/0� 1�
m
CIVIL
;9M A R A.
U Y S�j m
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C73389
OF cm-f��
DATEEXPIRES: 12/31/2018
DATEsjGNED: NOV 17 2016