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15030159-Dr
l
CITY OF CU P]E1RT INN BUILDING PERMIT
BUILDING ADDRESS: 20220 PATRIC CT
CONTRACTOR: POWFUL
PERMIT NO: 15030159
CONSTRUCTION
OWNER'S NAME: XU XIAOPENG AND SHEN RAN
1658 E SAN FERNANDO ST
DATE ISSUED: 05/26/2015
OWNER'S PHONE: 4156900807
SAN JOSE, CA 95116
PHONE NO: (408) 687 -7607
LICENSED CONTRACTOR'S DECLARATION
JOB DESCRIPTION: RESIDE NTIAL COAMERCIAL[-]
CONSTRUCT ONE STORY ADDITION (714 SQ FT); PRO ll
License Class Lic. #
COVERED PORCH (35 SQ 1FT), INTERIOR REMODEL (850
SQ
Contract � a5 (VCNmnDate
IFS'), PANEL UPGRADE (200 AMP).
I hereby affirm that I am licensed under the provisions of Chapter 9
commencing with Section 7000) of Division 3 of the Business &c Professions
Code and that my license is in full force and effect.
I hereby affirm under penalty of perjury one of the following two declarations:
1 have and will maintain a certificate of consent to self - insure for Worker's
Compensation, as provided for by Section 3700 of the Labor Code, for the
Sq. Ft Floor Area:
Valuation: $120000
performance of the work for which this permit is issued.
1 have and will maintain Worker's Compensation Insurance, as provided for by
Section 3700 of the Labor Code, for the performance of the work for which this
APN Number: 36935011.00
Occupancy Type:
permit is issued.
APPLICANT CERTIFICATION
I certify that I have read this application and state that the above information is
PERMIT EXPIRES EY WORK IS N07 STARTED
EIlD
correct. I agree to comply with all city and county ordinances and state laws relating
WITHIN 180 �A�� ®� PERMIT ISSUANCE (OR
building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
180 DAYS FROM (LAST CALLED INSPECTION.
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
G�
Issued b ��i' �� Date °�i °
of this permit. Additionally, the applicant understands and will comply
��'/�% del
y�� —
with
with all non- ource regulations per the Cupertino Municipal Code, Section
9.18.
RE- ROOFS:
Signatu e Dat
All roofs shall be inspected prior to any roofing material being installed. If a roof is
installed without first obtaining an inspection, I agree to remove all new materials for
inspection.
❑ OWNER- BUILDER DECLARATION
Signature of Applicant: Date:
I hereby affirm that 1 am exempt from the Contractor's License Law for one of
the following two reasons:
ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER
I, as owner of the property, or my employees with wages as their sole compensation,
will do the work, and the structure is not intended or offered for sale (Sec.7044,
Business & Professions Code)
I, as owner of the property, am exclusively contracting with licensed contractors to
HAZARDOUS MATERIALS DISCLOSURE
construct the project (Sec.7044, Business & Professions Code).
1 have read the hazardous materials requirements under Chapter 6.95 of the
California Health &c Safety Code, Sections 25505, 25533, and 25534. 1 will
1 hereby affirm under penalty of perjury one of the following three
maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the
declarations:
Health &c Safety Code, Section 25532(a) should 1 store or handle hazardous
I have and will maintain a Certificate of Consent to self - insure for Worker's
material. Additionally, should I use equipment or devices which emit hazardous
Compensation, as provided for by Section 3700 of the Labor Code, for the
air contaminants as defined by the Bay Area Air Quality Management District I
performance of the work for which this permit is issued.
will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and
I have and will maintain Worker's Compensation Insurance, as provided for by
the Health &c Safety Code s 25505, 25533, and 25534.
Section 3700 of the Labor Code, for the performance of the work for which this
Owner or authorized a ent: Date
permit is issued.
I certify that in the performance of the work for which this permit is issued, I shall
not employ any person in any manner so as to become subject to the Worker's
Compensation laws of Califomia. If, after making this certificate of exemption, I
CONSTRUCTION (LENDING AGENCY
become subject to the Worker's Compensation provisions of the Labor Code, I must
I hereby affirm that there is a construction lending agency for the performance of
forthwith comply with such provisions or this permit shall be deemed revoked.
work's for which this permit is issued (Sec. 3097, Civ C.)
Lender's Name
APPLICANT CERTIFICATION
Lender's Address
1 certify that I have read this application and state that the above information is
correct. I agree to comply with al I city and county ordinances and state laws relating
to building construction, and hereby authorize representatives of this city to enter
upon the above mentioned property for inspection purposes. (We) agree to save
ARCHITECT'S DECLARATION
indemnify and keep harmless the City of Cupertino against liabilities, judgments,
costs, and expenses which may accrue against said City in consequence of the
l understand my plans shall be used as public records.
granting of this permit. Additionally, the applicant understands and will comply
with all non -point source regulations per the Cupertino Municipal Code, Section
Licensed Professional
9.18.
Signature Date
CUPERTINO
T`TFw rnm.q -RTIC'
CONSTRUCTION PERMIT APPLICATION PA
COMMUNITY DEVELOPMENT DEPARTMENT - BUILDING DIVISION
10300 TORRE AVENUE o CUPERTINO, CA 95014 -3255 �65 0
(408) 777 73228 e FAX (408) 777 -3333 e building &CUDertino.org.
rTnK. N AT)T)T -M(-)K I AT.TFRATn-,ji -i RFVTSTftM /T)FFFRRFTI (1RTGTNAT AFRMTT!+
PROJECT ADDRES
7®��® 6 It,
APN
s-)5'- ®6
O LATER NAME PHONE E KAIL
STREET ADDRESS C STATE, ZIP FAX .
CONTACT NAME Mob /
�4AIL
SRE ADD S
C STATE,. ZIP
FAX
❑' OWNER -` ❑ OWNER -HUII- DER.'' ' ❑ OWNER AGENT ❑ C0N7?_ACTOR .- ❑ C01,17RACTORAGEN7 - .ARCHITECT ❑ ENGINEER —El DEVELOPERS .❑ TENANT
CONi1tACr0R NAME'
LICENSE N 4BER
LICENSE TYPE
BUS. LIC R
VVLOt_C.�® �
COMPANY NAME `
E-MAIL
FAX
STREET ADDRESS
E, vkm O S�
CITY STATE, 0.� O S� C S ` �HONE
,
CHJTECT/EN 1NEER NAN LICENSE NUMBER
BUS. LIC 4
Ch Yta
ChOMPANY NAME o
MAIL
FAX
(/ 8
STREET ADD SS
1 rY, STATE, ZIP ®
PHONE n
DESCRIPTIO. DF WORK
A 5 L& > (�9 CR , A
Of
EXISTING USE
PROPOSED USE CONSTR. TYPE :STORIES
+I'Llp
p1�O.lfVg
USE
TYPE
OCC.
SQ.FT.
VALUATION (S)
-EXISTO
AREA (5-47
cam-
Tcw FLOOR
AREA A
DEMO TOTAL
AREA i NET AREA +y � � �
6
�1 -
7�f
BATHROOM
REMODEL AREA
1-6110
RIT�'OD
REMODEL AREA
OTHER
REA90DEL AREA
� ®A�f
//"��
PORCH AREA DECK AREA
TOTAL DECK/PORCH AREA
GARAGE AREA:
[]DETACH
2
-55-
ATTACH
4 DDWELLING UNITS:
IS A SECOND UNIT ❑ YES
SECOND STORY ❑ YES
IBEING
ADDED? 3E o
ADDITION? V,
F TOTAL VALUATION:
PRE - APPLICATION ❑ YES IF YES, PROVIDE COPY OF
PLAN',7NGAPPL° 1�YN0 PLANN'ING APPROVAL LE= -
IS THE BLDG AN ❑ YES
. EICHLERHOPIE? Iwo
�.REGEIV.ED,'H
-.. ""
7'�
By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on Te property owner's behalf. I have read this
application and the information I have provided is correct. I have read the Description of Work and verify it is accurate, I agree to comply with all applicable local
ordinances and state laws relating to building cc struction. �I authorize representatives of Cupertino to enter the above- identified property for inspection purposes.
SignatureofADIicant/Agent:P �Ct �e Date: 46,T 6i
SUPPLEMENTAL rNTFORNIA ON REQUIRED
� �•� _rPLA_n CHECK,TYPE,.F�`�':
°�- `- +��ROti'LII1G SLIP.", „�"�.
New SFD or Multifamily dwellings: Apply for demolition permit for
g�"��D�'EAT�COUM1TEA
existing building(s). Demolition permit is required prior to issuance of building
- E z
�i� hti `tom
t --S••Z
permit for new building.
��
3 ®AESSB�
� - w�'_ue"�'.g^� .k !
£�L�fi�II�GFPLAILREiET $
s: Provide a completed Hazardous Materials Disclosure
Bldg p
141-
4sTNDAxDBl
fi ictvg7tics
_Commercial
form if any Hazardous Materials are being used as part of this project.
in
r�
�3r�LA�RGE ° "x,-
r
�IREDEP�� -j.��-
Copy of Planning Approval Letter or Meeting Nvith Planning prior to
+� -`-•I .t��.�„r�r��
� � ..
su bmittal of Building Permit application.
��5?-0StIT
°ARYSPDiSTC�
BldgApp_201 1. doc revised 06121111
Ell
IT
CITY OF CUPERTINO
I`I FEE ESTIMATOR - BUILDING DIVISION
OCCUPANCY TYPE:
ADDRESS: 20220 patric ct
DATE: 03/25/2015
REVIEWED BY: Mendez
PC FEE ID
APN:
BP #:
VALUATION: 1$120,000
*PERMIT TYPE: Building Permit
PLAN CHECK TYPE: Addition
PRIMARY
SFD or Duplex
USE:
2nd Unit? Yes '; No
OTC. ? �. 0 Yes � No
PENTAMATION
1 R3SFDADQ
PERMIT TYPE: �
WORK
add 714 sq ft toe sfdwl to include master suite laundry and kitchen; add front porch 35 sq ft
SCOPE I
remodel (800 sq ft) through out, 200 amp panel upgrade
OCCUPANCY TYPE:
TYPE OF
CONSTR.
FLR AREA
s.f.
PC FEES
PC FEE ID
BP FEES
BP FEE ID
R -3 (Custom)
II- B,111- B,IV,V -B
749
$2,654.00
IR3PLNCK
$1,666.00
1R31NSP
h_7c'c:. Carp. P'ec:
$0.00
200 amps
$48.00
Electrical
IBELEC200 Services
Permit Fee:
$1,666.00
Suppl. Insp. FeelD Reg. Q OT
0.0
hrs
$0.00
PME Unit Fee:
$0.00
PME Permit Fee:
$48.00
TOTALS:
749
$2,654.00
$1,666.00
w � - � � x ,� � rY i' 1
MECH,r HOIh2I`'� `� � 71Yes�„r O �To
� r s t �, u�� s�-• � ask '. r N a cc t ,�y
h P)t,I1�VYB, HO>(JRLY � Q Yea � ;� �No�, �
.1=t?x mein., 3T•d?,. i .( 1 � . >e
u y + "e �i rn , u t r :E
; EIr)l�'C; HO�CJRI;Y Q ties Q No
k. �". ;.% _
11veh. 1'I:.;,r t'h"c•k
t'tru;r'. /'ttu, (.'1,V -c -,;
Elec. Plan Check 0.0 hrs $0.00
.tfeci;. Pern,,'t Fcc
I'i,.rmh. 1' ran; 1'- .
Elec. Permit Fee: IEPERMIT
other i- lair, last,
pl,,,,,r; ;,, ,;
Other Elec. Insp. FO-01 hrs $48.00
1.r cir. 1,2s; . /'rc1:
Phuuh. lnsp. lee-
h_7c'c:. Carp. P'ec:
NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School
District, eta). These fees are based on the nreliminary information available and are only an estimate. Contact the Dent for addn'1 info.
FEE ITEMS (Fee Resolution 11 -053 Eff. 711113)
FEE
QTY /FEE
F MISC ITEMS
Plan Check Fee:
$2,654.00
800 s.f.
$575.00
Remodel, Other
IREMRESOTH
Suppl. PC Fee: 0 Reg. O OT
0.0
hrs
$0.00
PME Plan Check:
$0.00
200 amps
$48.00
Electrical
IBELEC200 Services
Permit Fee:
$1,666.00
Suppl. Insp. FeelD Reg. Q OT
0.0
hrs
$0.00
PME Unit Fee:
$0.00
PME Permit Fee:
$48.00
C'ut1N1t'1.:cti077 lu.r:
,4dMilliSt,"OtiVC dC.
0
0
Work Without Permit? Yes No
$0.00
Advanced Planning; Fee. 1PLLONGR
$104.86
Select a Non - Residential
Building or Structure
G
i
Travel Documentation Fee: ITRAVDOC
$48.00
Strong Motion Fee: IBSEISMICR
$15.60
Select an Administrative Item
BldQStds Commission Fee: IBCBSC
1 $5.00
S- UBTOTA {LS
$4,541.46
l $623.00
TOTAAL FEE
$5,164.46
Revised: 02/14/2015
c �I> I I ". •� c I �i> I ". l I„ c illii> ii 0 1 I 1
Building (Department
City Of Cupertino
10300 Torre Avenue
Cupertino, CA 95014 -3255
Telephone: 408- 777 -3228
Fax: 408 - 777 -3333
JOB ADDRESS: • `C
PERMIT #
OWNER'S NAME: ° Pfh9, ay%A <,:;6erL k °
PHONE # ,O.
GENERAL CONTRACTOR: ' vG`'�7
BUSINESS 'LICENSE -#
ADDRESS: m Scm qmayAo
CITY /ZII'CODE:
*Our municipal code requires all businesses working in the city to have a City off Cupertino business license.
NO BUILDING ]FINAL OR ]FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE
GENERAL CONTRACTOR ANID A BCONTRACTORS HAVE OBTAINED A CITY OF CUPIEI 7MD
BUSINESS LICENSE.
I am not using any sanlncontracto s:
�`° Signatanre
Please check applicable subcontractors and/96'unplete the following information:
D 5
(Date
c�
SUBCON'TRAC'TOR
USINESS NAME
BUSINESS LICENSE #
Cabinets & Millwork
Cement Finishing
Electrical
Excavation
Fencing
Flooring / Carpeting
Linoleum/ Wood
Glass / Glazing
Heating
Insulation
Landscaping
Lathing
Masonry
Painting / Wallpaper
Paving
Plastering
Plumbing
Roofing
Septic Tank
Sheet Metal
Sheet Rock
Tile
/ Contractor
C]
L H C ARCHITECTURAL DESIGN & CONSTRUCTION
�3-0 30(jr-
Architecture
Design . Construction
13937 Lynde Avenue, Saratoga, CA 95070 Tel: (408) 867 -9331 Fax: (408) 867 -9331
Jun. 19, 20
Xu Resid nice Addition
20220 P is Court
Cupe o, CA 95014 _
Subject: Foundation dimensions
As the architect of record, I had observed the foundation under the kitchen area.
Base on the review, it is my professional judgment that the work was substantially in
conformance with the proposed structural design.
Sincerely,
* CL-�l �%-
Hau -Ching Liao
Project Architect
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CUP ER TMO
STATEMENT OIL SPEMAL MPEC TI]OO MS, 2013 CBC
COMMUNITY DEVELOPMENT DEPARTMENT o BUILDING DIVISION
ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL
10300 TORRE AVENUE ^ CUPERTINO, CA 95014 -3255
(408) 777 -3228 o FAX (408) 777 -3333 o building[ cuoertino.org
A`I DRESS 20 nv Pa -tv; (_ c
��/�,�
���
Registered Design Professional in Char
Bps
- rr
Owner.Y.i.a., 4 ! �.... i<. tk ......... .................................. I.... .......
Contractor ................
Address.�i.Q.... .Q.....C.4C .C.....1.�p l d. ......................�
.t�l.........
Address...........................................................................
...............................
City /St.. Y mil. '............Zip... ."......Phone.
1.0 42,
City/ St .......... ..... ...... ............................
Zip ................... Phone .........................
Applicant .... a1-, ....... 1;. e? ..........................
...............................
Engineer /Architect.... r .. L ...�'..k
. �? ...............................
Address.1- l.�.�!.......�. .... ...../4V�r.? wp. ............
y.
.... ......
C4, , ..
A ....... .. ...............................
ddress.��...�'./ 1�2�teaJ�. ........
.............. Zip..J.�I0.7.P .......
Ph, - .. ,'(Jb
City /St.. Gi a .. .................
Zip.l. Zip.( MP Phone .41.�J...�
PROJECT DESCRIPTION-
a4 i4 %4 6
This "STATEMENT OF SPECIAL INSPECTIONS" is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. This
form is structured after and used by permission from the Structural Engineer Association of Northern California's (SEAONC) mode
statement of Special Inspections. Also, included with this form is the following:
❑ "LIST OF SPECIAL INSPECTION AGENCIES (page 2). A list of testing agencies and other special inspectors that will be
retained to conduct the tests and inspections for this project
"SCHEDULE OF SPECIAL INSPECTION" (page 3 —6). The Schedule of Special Inspections summarizes the Special
Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special
inspection requirements. Any additional tests and inspections required by the approved plans and specifications shall also
be performed.
Special Inspections and Testing will be performed In accordance with the approved plans and specificatio �i em, and CBC
Sections 1704, 1705, 1706, 1707, and 1708. Interim reports will be submitted to the Building Official anq the ReT Tesign
Professional in Responsible Charge in accordance with CBC Section 1704.1.2. ,q /
),
A Final Report of Special Inspections documenting Oq Special Inspections, testing and corre on of any di�ncies noted in
the inspections shal{ be submitted prior to issuanc e of Use and Occupancy (Section 1104.1.2). The trial Report will
document:
• Required special inspections.
• Correction of discrepancies noted in inspections.
The Owner recognizes his or her obligation to ensure that the construciaon - r the approved permit documents and to
implement this program of special inspections. In partial fulfillment of these o i the Owner will retain and directly pay for the
Special Inspections as required in CBC Section 1704.1.
This plan has been developed with the understanding that the Building Official will:
• Review and approve the qualifications of the Special Inspectors who will perform the inspections.
• Monitor special inspection activities on the job site to assure that the Special Inspectors are qualified and are performing their
duties as called for in this Statement of Special Inspection.
• Review submitted inspection reports.
�r' �
� Io Perform inspections as required by the local building code. ,
I have read and agree to comply Wth the terms and conditions of this st
Prepared By:
Project ❑ Engineer X Architect
��/�,�
��
`�...../......Uc.f3 4:/4. ®.....�:..
Registered Design Professional in Char
Si nature !...W!......� ...............
............ ........ Date:
Owner Name:
Owner' Authorization
�
Si nature .... ..
/�
.. ............................... Date: ......1...� ..
IlnsJpection Ag cy / Inspect�or�Name:
��..
P' C
Si nature ��/.� "r
°! '`tic,# .4r . ./��
Building Qfflcial or de�ee:
�7... t /....
S" nature ... ......
............. .....................I......... Date: �0...
1A
VERIFICATION AND INSPECTION
C
p
REFERENCED
STANDARD
IBC
REFERENCE
INSPECTION OF CONCRETE
1. ❑ Inspection of reinforcing steel, including prestressing
X
ACI 318: 3.5, 7.1 -7.7
1913.4
tendons and placement.
2. ❑ Inspection of reinforcing steel welding in accordance
AWS D1.4 ACI 318:
with Table 1704.3 Item 5b.
-_
-_
3.5.2
---
3. ❑ Inspection of bolts to be installed in concrete prior to
and during placement of concrete where allowable
X
-_
ACI 318: 8.1.3,
1911.5, 1912.1
loads have been increased or where strength design
2128
is used.
4. ❑ Inspection of anchors installed in hardened concrete.
- --
X
ACI 318:
1912.1
5. ❑ Verifying use of required design mix.
-
X
ACI 318:
1904.2.2,1913.2,
1913.3
6. ❑ At time fresh concrete is sampled to fabricate
ASTM C 172
specimens, for strength tests, perform slump and air
X
--
ASTM C 31
1913.10
content tests and determine the temperature of the
concrete.
ACI 318: 5.6, 5.8
7. ❑ Inspection: of concrete and shotcrete placement for
X
- --
ACI 318: 5.9, 5.10
1913.6, 1913.7,
proper application techniques.
1913.8
8. ❑ Inspection,for maintenance of specified curing
-
X
ACI 318: 5.11 -5.13
1913.9
temperature and techniques.
9. Inspection of prestressed concrete:
❑ Application of prestressing forces.
X
--
ACI 318:18.20
-
❑ Grouting of bonded prestressing tendons in the
X
-
ACI 318:18.18.4
seismic-force- resisting system.
10. ❑ Erection of precast concrete members.
--
X
ACI 318: Ch. 16
--
11. ❑ Verification of in -situ concrete strength, prior to
stressing of tendons in posttensioned concrete and
X
ACI 318: 6.2
---
prior to removal of shores and forms from beams and
structural slabs.
12. ❑ Inspect formwork for shape, location, and dimensions
X
ACI 318: 6.6.1
- --
of the concrete member being formed.
13. ❑ Bolts Installed in Existing Masonry or Concrete
• Direct tension testing of existing anchors.
- --
X
See ICC ES Reports form special
inspection requirements for proprietary
• Direct tension testing of new bolts.
--
X
• Torque testing of new bolts.
__
X
products
• Prequalification test for bolts and other types of
-
X
anchors.
14. A Other:
?W'k6 wm�sq'3
L H C ARCHITECTURAL DESIGN & CONSTRUCTION
Architecture Design . Construction
13937 Lynde Avenue, Saratoga, CA 95070 Tel: (408) 867 -9331 Fax: (408) 867 -9331
Aug. 27, 2015
Project: The Xu Residence Addition
20220 Patric Court
Cupertino, CA 95014
(415) 690 -0807; xiaopeng.xu @synopsys.com
Subject: Field observation
As the architect of record, I had provide the structural field observation for the above
mentioned project for the following items in the renovation area:
1- The whole house framing @ new addition and renovation area.
Base upon the observation performed, it is my professional judgment that the work was
substantially in conformance with the approved building plans.
Sincerely,
it C
Hau -Ching Liao
Project Architect
V��LEd5
8 � e
L H C ARCHITECTURAL DESIGN & CONSTRUCTION
Architecture Design . Construction
13937 Lynde Avenue, Saratoga, CA 95070 Tel: (408) 867 -9331 Fax: (408) 867 -9331
Aug. 3, 2015
Project: The Xu Residence Addition
20220 Patric Court
Cupertino, CA 95014
(415) 690 -0807; xiaopeng.xu @synopsys.com
Subject: Field observation
As the architect of record, I had provide the structural field observation for the above
mentioned project for the following items in the renovation area:
1- The epoxy anchor bolts.
Base upon the observation performed, it is my professional judgment that the work was
substantially in conformance with the approved building plans.
Sincerely,
it
Hau -Ching Liao
Project Architect
GENERAL NOTES NOVAS GENE"LES H
HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES S
STEPS TO SETTING TRUSSES
To-, all not marked to any leby to 1-0h, bl, to, menses 11 -6d -de, he O'hm, mod, me R
RECOMENDACIONTS PARA LEVANTAR PAQUErES BE TRUSSES
LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES
y p
peold, co,eked the pierce. 1
1) Ineciao o
for handi,eqmotailing and wponing ife troop lostalsow, Sotto. ameDirm top dea!de N
NO sebraeopgoa Id goo,
o-nd b
NEVER - bonding to fift a mmdla� b
bacilly (ate ledow), 5) Powell E], memo,, plane diagonal badro; to stabdae Ironer IV,
g S_ ragiml-f4e t
AWNCA mm hy, Vad-p- loeaV, h
M
to- Da, bdlctl)� 6) ficatall bottom d-d t-rma,r ione,ahettlet-a wed doWnRI Rating D.
T'.. Dwag, Gat y4 Ta 'e"ify neadwis of 1a ditRD do deelD he ws U- beeda, atpactfiod, P
P-mat. 1
1) Imitlee as arrostne, de tacre. 2) � PNN al d,,eyo t-ic y ate aremcdcame, 0, a ricema d,
per. 'an' Dole' 1�-elt cr nedebrooldran for I'll wodkcaireieo do 1-aWlein �Iheol IN-doRi - [
A moone it, point may used for bur t
thence. 3) beitvAlp �os P,6-. 4musyd, - --oi, lano -tee l do .-de, bate I-
Individual dme memport. R y to the ' - ed,wo, c, ho, rhodipps indiloodVas del p- tee R V
V.-cr, t.45'(13.7 ed, a
aboo) 4) Iderale at arrobabe dagowal da to tworda oreel- (we pbojoll 5) InDidle arrostre
dene Information. All other plocarent hoja econda,, : '- - --, - - - pea mis kneomankin. El T
Two lift b-to may be used for bpedles with '
'pat par d 1. pl,- do le, neerob- 'ecedda". need odabilice ce, propood, woon proo.
bracing, desitm Is be ne,pi,estill't, at the building egb ce I. Jen- dee aprapf�w p-roo- 0 �
�=llp to 60'(18 3 rim, A
A& cir i 7"rI1C7 Do net - kwd ,plowning d
palko 6) kedelo ja -efoetf, 'a race howa, y arnphe dogenel par, 1, -do "iferjor
decline Wceab1,dad,w` olneffle., 6-1 well. l
lan- 3 lift point, lb, Nordla, w1h mr.. n
notilbble with in'. bundle. (
(wo 'coarpt) 7) epp'la own, pictood-O'le, ', goc., de cony'd berhae he't, qy 1pho, foe
gra- bee 60,(18.3 m), I
I,.-, s 1�c I- IL- 1. No 1. t
t-his" 'ideonostehal"
People - on .,in mfoard, leventer Para i
ib'd opencapal - b," oars mere lhe 1
1= why to RCSD Re, to- inormaried.
Apoompone, .
.1, b p-sw fiesta 45 pos t
tocene, b
bee ef-e- dcc 172-1 none dw,mrcomele6c.
fondling, aaWdg, domflog,rom- reining p
poebe - bee Plead, "e koal coca '
'Yi Pace me. bord. in nobic pesten. R
RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES
b'd m
Use park, memosmospeeri 16,oto Mw P
Pri Papeete' da "I"el one obackm R
RESDUCC16NIARRIOSTRE PARA TOWS PLANDS CIE TRUSSES
ct U
El hasultedd da or, di
;o-t-artar, losialiecon, oeoncadn y edrisoire
Id-roxce, puerde ser D ocide de' adrecrum b
tow pace decoct V cddletbe
Rending and voy, protees have
crony adg- Von., elates otter handling
,ad Weer 96- when entiono banding,
oT -
teZ d 7.,:- 21
Pwe
", " chawas b -to] lrbe—il carte t dL-gpod., y tames pynt�.'- -,,do I
HANDLING -
— MANEJ0
1=1woD late.) banding.
Ell'. la Pled6d bolmi, Doled car. in cifidedo e,pedal an
randy wdeme, b o(to-pooboodoe s = Pbwo `- rk tanks o0dlreee, o
end
drt- noomp-al
�3praader darN
fultruss 1�\
--y-7
LMI he enne ce ic aponsihie for
romr-lb, nee'virm, contending and siceprig
re R-, at in. tebace. urined im". te
P,dph alrf ace V, p d e, U. trope Nl U w -1 eq arm be
C
ocmdomta trade D -W .gab tied Re gong and doistarg Part ievantare
read. b-ped, y andwome, on-dradente we,prent. cRiprow'd,
In, do le onto on k,` 1.
- or . -Pra e"
tence, ID, pap, P r el defle,
I
tt
T -, ody be enlocared din, on line q
the tone of delown, w noted hooplawl,
owi,eft, .10, the plead bftw chaw",tif to'
e'recone. 'd care DO 1K;T 't-
weak, poed red ""'o"' retraced protons
Iledowe " "",
Re, or ro- at sr Q.4 in, to di, (3 meflgirt
Let s:aRL-e-Daida 'act ante
Noalm-ted-ta.g..
deme-l-le ,d -'are, - el
,.,In dap oo, ae colvdge ales In- sUep,
gdawado, 1-talermal Ws oe now
wowed, podge 5eqrut do al fie pow
=,do . p4a do - onnae, 18 deem 10 pie d *.
Ac
m
For t ... eta air fa' idea or. weak,
bp1dies re emped f,. - the an,ty-wit.
Able I decoc g '- - eler de - nordear, DO NC ctord on
I'Ve he, p1qace, Palo pone lo, M eendare, ch-, pierce.
R,',r to nly,- re, hmine dbeirad rRomorcho
proard'i, en blinaffirg and llt,[w gonle of
R.-
to 11 wd e, tro o trf-m.6a rich dVni-
1. nM , el -ee, y ekneceaw do 1oe emel
w, area Re abioN,
Is restram @ b mcrrw method -1 Ill boaccee,ewict3x2and 411 whol chedt-es- (PCFe).
See II+P of next 1' for-terriewarY rectopme.lod Necom &P-,Tl
HOISTING RECOMMENDATIONS OF SINGLE TRUSSES BY HAND Este m6rodc de alto yarn e espara rode mp--coad, dn-J, -lowolho'Do,
RECOMMENDACCIONES OF LEVANTAMIEENTO DE TRUSSES INDFIVIDUALES (ACD) 3x2 y ty?, dei ]a Pnofe saperbr & 1, c,,Iaoraw Non I-emecdo yocome temporal on PCO.
POR LA MANO I I I -P - 11-ER,
E-' Tilowat 20' r-- 30
(6.1 on) or m) or
I-, contort, 1,
poss, stpport at
at Peak. Quarter p-to, jX
snicint, =d�a
p erippeow, J,1111--
to-$ da Ld 20 ' do tea rro kc 1- -1-1 up 3
e a� R,
t-- do 30
Ti-dwwa to 20
et, peas Play T- haste pit
HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES
RECOWNDAaOl PARA LEVANTAR TRUSSES ZAVIVIDUALES
Z trod eact, ord. In wootban - the roachral dqnitmmn, uwa tnP ph.iRl ownpane"atem( meanale,
11 ilr.walkef and III, co. le Rebelled to the 11.1ing wells.
Seate1g, cads thoss on p..Ijd - 1qdqdw do Role dond - to cdayieVtp bboaj amp -jon. 1,
rentol 11derpol ad6 keddece Y table. ned a dip,71rdp. an ew spPentel.
Jqmg a single pok-pindt at the peak, are damage the drugs.
Ef uw d, rut Sao VgV do d; hoce, Pa. lowered, P',,;e
Z er
n,
Tanew. aiei I
en ac
aar,olol,,!,
—1 Li
op—o—n.
No
NO ahnowed
wet,,olnedne 01 aT
05. TEMPORARY RESTRAINT & BRACING
RESTRZCCI6N YARRIOSTRE TEMPORAL
am information. Role, to ttz- m, mere d-- TOP Chord Itopordy Rap'-d!
Owl di - Vsc-5,- Para mAy inter-
lowc 6c. ie4 lon.
Locate arron-ld braces for first trues dn ectly
in line with all laws of top chord temporary i
aDial deetnBret( - tell, 1. Rod d", 'ap",
Ato amna-e n- lowele too, alader- ad Ael'a PoV el pprr,� =Iffy
Cuss Ord m art iwa ",do - V,
las files 'to do N Brace te.puss
-me ipblee, (c- /a table en 1, prcrema
obor-R). -I win.
, , or ladifivoi
(D Do inciTwarne
ne,awd
lec.-
Nalomme-treow,
Inaloos.
d"'m
T ... 3R. TaPCbd`T-PPdpdl Lateral Rd. .
I
up to 30 10'(3 dr).- mal
(2.4 m) -
45'(13,7,)
47 (117 m)-
60, (183 m)
60' (15.3 m)-
SD' (24-)�
:Cbyedt a Registered two,n Pr cwe§,.J for t'os'ses longer than 60'(183
Iyn e,
See DCSF-St2- Vol PULR olmone.
Rare,
for cbl. End lowde rd-
ybe co)l, . or nV' ii ei c on nbon,c,
hice-duer.
,ocelao-prav-d-l'op-
A- hDaWles - a,'
-- 3CCd-?,3-
Note, emend belong dolt ,ho- for oan• .
2) ME MEMBER PLANE - P"NO DE LOS NZEMBROSSECUNDARIDS
LATERAL RESTRAINT otel, reembere
& DIAGONAL BRACING
ARE VERY IMPORTANT
A r y
,A RESTRICCION VA
FL
� �, �, P
RPp..t ddag...'
bra- for each
set of 4
R.pltal-rd-
,m&aa diagonal
pare cads goi
d. 4 Doaaa.
LATERAL Y EL
ARRIOSTRE i�jlj
DIAGONAL
SON MUY
IMPORTANTES! ;7 -t . ... D' od-ni , �, to .
1O(3 m)- IT (4.6 max. S..e", 20'(6.1 '")
as "'HO" hod lah"d rostra int Note: so m. cepor and plate member,
no
31 BERION CHORD - CUFROA INFERIOR at shown for ciperty,
LateAal Rallwarcle, - 2x4AT,
Ding-1 broaced eaov 10
brue-P.Lee 20- (6.1 .) -
1(r3do) -15'(4.6. Socie &,or or and web madribere
my an-, for body.
RESIDWUNT Sk BRACING FOR 3,2 AND 4x2 PARALLEL CHORD TRUSSES T,
RESTRICCYON Y ARPTOSTRE PARA TRUSSES BE OVERVAS PA"LEL4S 3X2 Y 4i2
10 is im or D.Nirlopemirl, qfp.t deg fib ron,
Reat,
to scsy-a-, for truss spaces TW
lad 6 -d
�cSr 117- Re,
race ., d"J611.
entry dcocial two, 1--f In-4
.be M W of corri- any at
b,-q D"ton. AL di
Read . follood I-.
"Tap chard lidaildlery leppil opoodift riourg thall be ,6'(3 m}9 Ill let 3x2 bbloti
W 15'(4 6 al a far Wphivide,
INSTALLING — ZNSTALACION Data Plana
Werboyacter Out -of -Parr. Oub,,f-Plumb I m-. Re. - -,R,
raea 'as pat Rea-bi Plano.
--—T--
Mar Baw 0159 -ih1l -1 71
Ire, I
U poo (to rit", me
2' 11 lay
mm 6.) op (11 1
14-
;1,nd 0iiii in 9,a) (29 6.a nr)
4' I-11v tere
Ter-one, i•
(25 orp (121, (32 -) (a o r)
T-1 donce, care OfbO mSd Re nor) (oll)
Fnwa-oe leporld. 1-11, e
(18 -) il I'l)
CONSTRUCTION LOADING 1314 r
CARGA DE CONSTRUCCION
Do NOT prolay, cph wentoricumiuntil all Iatem,
Neidhardt and fearing it -aly and Properly in Place. msbck Height
NO - ip -t'poohl haVe " meet M, -,
cones pow"Ve -T
aabeow, y ke, Wpow- eV6, cowcadeo -trina
-1-1
'boopcoce, y segos.
G DO NOT exceed m-nion, dook heights. Real, to SM ff-" 'ems
to, nown, infmoryoo
i, - -=-, - e �-, a
NO --da ids adaes m6colue de biont6a. tee a! owarmad co-
oar- -1-e ---,I
0 DO NOT -kod ameo groope or ergle d-
QRE, sobn.brguo. Wo5d, enter. o I,, liedodriely,
EVER licink at ale res, a peak I at did eforl.
NUN - annoblenclea-yorwi-ecidt,opeo.
Piave (made over ti many true -peaebleu
cickwed 1. .,go, sabre !antis ft-
peloble.
2 loader, load, -1 load bear n9 wal&
ALTERATIONS - ALTERACIONES
CM Ronal to 5
v. of um s
DO NOT on, it or drill any atenctoat me del f
ewedfil.l[l P��oVed by the lml-,,nd JrZ�irw,- a too, unless
occle, did
ailall I winkne, w1guld filende ebrD`- `R Re plee,
m- race awle w-hreard. teeIey, a, "' nob oy. del downe
del dn",
J�Tpcasbs the have bed, cappolded pro, ,miden or brand mderi di,ae
ydcriftdlmoc's or for appon,wo may cartel the Truss rlalirfaotcnerS lirnited wo nVone brol old
T-as ql . he. setil-119.6o of-cle, le corobdocril o he, cleft, lecedly, -,'a alderb-dup
pwwa del fat nee,to do Trusses, reader hand pick, in sin afacte Ie Vernal firl mob diet Fab,-
car.he be
"o-orior
-zz
ono.y_%ly o�g
o Dozz
dl,
Zug== TRUSS PLATE INSTITUTE
ip-lie'll-e---w- - d, - 54, 1. no - o-dro, . acyr,
— MANEJ0
1=1woD late.) banding.
Ell'. la Pled6d bolmi, Doled car. in cifidedo e,pedal an
randy wdeme, b o(to-pooboodoe s = Pbwo `- rk tanks o0dlreee, o
end
drt- noomp-al
�3praader darN
fultruss 1�\
--y-7
LMI he enne ce ic aponsihie for
romr-lb, nee'virm, contending and siceprig
re R-, at in. tebace. urined im". te
P,dph alrf ace V, p d e, U. trope Nl U w -1 eq arm be
C
ocmdomta trade D -W .gab tied Re gong and doistarg Part ievantare
read. b-ped, y andwome, on-dradente we,prent. cRiprow'd,
In, do le onto on k,` 1.
- or . -Pra e"
tence, ID, pap, P r el defle,
I
tt
T -, ody be enlocared din, on line q
the tone of delown, w noted hooplawl,
owi,eft, .10, the plead bftw chaw",tif to'
e'recone. 'd care DO 1K;T 't-
weak, poed red ""'o"' retraced protons
Iledowe " "",
Re, or ro- at sr Q.4 in, to di, (3 meflgirt
Let s:aRL-e-Daida 'act ante
Noalm-ted-ta.g..
deme-l-le ,d -'are, - el
,.,In dap oo, ae colvdge ales In- sUep,
gdawado, 1-talermal Ws oe now
wowed, podge 5eqrut do al fie pow
=,do . p4a do - onnae, 18 deem 10 pie d *.
Ac
m
For t ... eta air fa' idea or. weak,
bp1dies re emped f,. - the an,ty-wit.
Able I decoc g '- - eler de - nordear, DO NC ctord on
I'Ve he, p1qace, Palo pone lo, M eendare, ch-, pierce.
R,',r to nly,- re, hmine dbeirad rRomorcho
proard'i, en blinaffirg and llt,[w gonle of
R.-
to 11 wd e, tro o trf-m.6a rich dVni-
1. nM , el -ee, y ekneceaw do 1oe emel
w, area Re abioN,
Is restram @ b mcrrw method -1 Ill boaccee,ewict3x2and 411 whol chedt-es- (PCFe).
See II+P of next 1' for-terriewarY rectopme.lod Necom &P-,Tl
HOISTING RECOMMENDATIONS OF SINGLE TRUSSES BY HAND Este m6rodc de alto yarn e espara rode mp--coad, dn-J, -lowolho'Do,
RECOMMENDACCIONES OF LEVANTAMIEENTO DE TRUSSES INDFIVIDUALES (ACD) 3x2 y ty?, dei ]a Pnofe saperbr & 1, c,,Iaoraw Non I-emecdo yocome temporal on PCO.
POR LA MANO I I I -P - 11-ER,
E-' Tilowat 20' r-- 30
(6.1 on) or m) or
I-, contort, 1,
poss, stpport at
at Peak. Quarter p-to, jX
snicint, =d�a
p erippeow, J,1111--
to-$ da Ld 20 ' do tea rro kc 1- -1-1 up 3
e a� R,
t-- do 30
Ti-dwwa to 20
et, peas Play T- haste pit
HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES
RECOWNDAaOl PARA LEVANTAR TRUSSES ZAVIVIDUALES
Z trod eact, ord. In wootban - the roachral dqnitmmn, uwa tnP ph.iRl ownpane"atem( meanale,
11 ilr.walkef and III, co. le Rebelled to the 11.1ing wells.
Seate1g, cads thoss on p..Ijd - 1qdqdw do Role dond - to cdayieVtp bboaj amp -jon. 1,
rentol 11derpol ad6 keddece Y table. ned a dip,71rdp. an ew spPentel.
Jqmg a single pok-pindt at the peak, are damage the drugs.
Ef uw d, rut Sao VgV do d; hoce, Pa. lowered, P',,;e
Z er
n,
Tanew. aiei I
en ac
aar,olol,,!,
—1 Li
op—o—n.
No
NO ahnowed
wet,,olnedne 01 aT
05. TEMPORARY RESTRAINT & BRACING
RESTRZCCI6N YARRIOSTRE TEMPORAL
am information. Role, to ttz- m, mere d-- TOP Chord Itopordy Rap'-d!
Owl di - Vsc-5,- Para mAy inter-
lowc 6c. ie4 lon.
Locate arron-ld braces for first trues dn ectly
in line with all laws of top chord temporary i
aDial deetnBret( - tell, 1. Rod d", 'ap",
Ato amna-e n- lowele too, alader- ad Ael'a PoV el pprr,� =Iffy
Cuss Ord m art iwa ",do - V,
las files 'to do N Brace te.puss
-me ipblee, (c- /a table en 1, prcrema
obor-R). -I win.
, , or ladifivoi
(D Do inciTwarne
ne,awd
lec.-
Nalomme-treow,
Inaloos.
d"'m
T ... 3R. TaPCbd`T-PPdpdl Lateral Rd. .
I
up to 30 10'(3 dr).- mal
(2.4 m) -
45'(13,7,)
47 (117 m)-
60, (183 m)
60' (15.3 m)-
SD' (24-)�
:Cbyedt a Registered two,n Pr cwe§,.J for t'os'ses longer than 60'(183
Iyn e,
See DCSF-St2- Vol PULR olmone.
Rare,
for cbl. End lowde rd-
ybe co)l, . or nV' ii ei c on nbon,c,
hice-duer.
,ocelao-prav-d-l'op-
A- hDaWles - a,'
-- 3CCd-?,3-
Note, emend belong dolt ,ho- for oan• .
2) ME MEMBER PLANE - P"NO DE LOS NZEMBROSSECUNDARIDS
LATERAL RESTRAINT otel, reembere
& DIAGONAL BRACING
ARE VERY IMPORTANT
A r y
,A RESTRICCION VA
FL
� �, �, P
RPp..t ddag...'
bra- for each
set of 4
R.pltal-rd-
,m&aa diagonal
pare cads goi
d. 4 Doaaa.
LATERAL Y EL
ARRIOSTRE i�jlj
DIAGONAL
SON MUY
IMPORTANTES! ;7 -t . ... D' od-ni , �, to .
1O(3 m)- IT (4.6 max. S..e", 20'(6.1 '")
as "'HO" hod lah"d rostra int Note: so m. cepor and plate member,
no
31 BERION CHORD - CUFROA INFERIOR at shown for ciperty,
LateAal Rallwarcle, - 2x4AT,
Ding-1 broaced eaov 10
brue-P.Lee 20- (6.1 .) -
1(r3do) -15'(4.6. Socie &,or or and web madribere
my an-, for body.
RESIDWUNT Sk BRACING FOR 3,2 AND 4x2 PARALLEL CHORD TRUSSES T,
RESTRICCYON Y ARPTOSTRE PARA TRUSSES BE OVERVAS PA"LEL4S 3X2 Y 4i2
10 is im or D.Nirlopemirl, qfp.t deg fib ron,
Reat,
to scsy-a-, for truss spaces TW
lad 6 -d
�cSr 117- Re,
race ., d"J611.
entry dcocial two, 1--f In-4
.be M W of corri- any at
b,-q D"ton. AL di
Read . follood I-.
"Tap chard lidaildlery leppil opoodift riourg thall be ,6'(3 m}9 Ill let 3x2 bbloti
W 15'(4 6 al a far Wphivide,
INSTALLING — ZNSTALACION Data Plana
Werboyacter Out -of -Parr. Oub,,f-Plumb I m-. Re. - -,R,
raea 'as pat Rea-bi Plano.
--—T--
Mar Baw 0159 -ih1l -1 71
Ire, I
U poo (to rit", me
2' 11 lay
mm 6.) op (11 1
14-
;1,nd 0iiii in 9,a) (29 6.a nr)
4' I-11v tere
Ter-one, i•
(25 orp (121, (32 -) (a o r)
T-1 donce, care OfbO mSd Re nor) (oll)
Fnwa-oe leporld. 1-11, e
(18 -) il I'l)
CONSTRUCTION LOADING 1314 r
CARGA DE CONSTRUCCION
Do NOT prolay, cph wentoricumiuntil all Iatem,
Neidhardt and fearing it -aly and Properly in Place. msbck Height
NO - ip -t'poohl haVe " meet M, -,
cones pow"Ve -T
aabeow, y ke, Wpow- eV6, cowcadeo -trina
-1-1
'boopcoce, y segos.
G DO NOT exceed m-nion, dook heights. Real, to SM ff-" 'ems
to, nown, infmoryoo
i, - -=-, - e �-, a
NO --da ids adaes m6colue de biont6a. tee a! owarmad co-
oar- -1-e ---,I
0 DO NOT -kod ameo groope or ergle d-
QRE, sobn.brguo. Wo5d, enter. o I,, liedodriely,
EVER licink at ale res, a peak I at did eforl.
NUN - annoblenclea-yorwi-ecidt,opeo.
Piave (made over ti many true -peaebleu
cickwed 1. .,go, sabre !antis ft-
peloble.
2 loader, load, -1 load bear n9 wal&
ALTERATIONS - ALTERACIONES
CM Ronal to 5
v. of um s
DO NOT on, it or drill any atenctoat me del f
ewedfil.l[l P��oVed by the lml-,,nd JrZ�irw,- a too, unless
occle, did
ailall I winkne, w1guld filende ebrD`- `R Re plee,
m- race awle w-hreard. teeIey, a, "' nob oy. del downe
del dn",
J�Tpcasbs the have bed, cappolded pro, ,miden or brand mderi di,ae
ydcriftdlmoc's or for appon,wo may cartel the Truss rlalirfaotcnerS lirnited wo nVone brol old
T-as ql . he. setil-119.6o of-cle, le corobdocril o he, cleft, lecedly, -,'a alderb-dup
pwwa del fat nee,to do Trusses, reader hand pick, in sin afacte Ie Vernal firl mob diet Fab,-
car.he be
"o-orior
-zz
ono.y_%ly o�g
o Dozz
dl,
Zug== TRUSS PLATE INSTITUTE
ip-lie'll-e---w- - d, - 54, 1. no - o-dro, . acyr,
�3praader darN
fultruss 1�\
--y-7
LMI he enne ce ic aponsihie for
romr-lb, nee'virm, contending and siceprig
re R-, at in. tebace. urined im". te
P,dph alrf ace V, p d e, U. trope Nl U w -1 eq arm be
C
ocmdomta trade D -W .gab tied Re gong and doistarg Part ievantare
read. b-ped, y andwome, on-dradente we,prent. cRiprow'd,
In, do le onto on k,` 1.
- or . -Pra e"
tence, ID, pap, P r el defle,
I
tt
T -, ody be enlocared din, on line q
the tone of delown, w noted hooplawl,
owi,eft, .10, the plead bftw chaw",tif to'
e'recone. 'd care DO 1K;T 't-
weak, poed red ""'o"' retraced protons
Iledowe " "",
Re, or ro- at sr Q.4 in, to di, (3 meflgirt
Let s:aRL-e-Daida 'act ante
Noalm-ted-ta.g..
deme-l-le ,d -'are, - el
,.,In dap oo, ae colvdge ales In- sUep,
gdawado, 1-talermal Ws oe now
wowed, podge 5eqrut do al fie pow
=,do . p4a do - onnae, 18 deem 10 pie d *.
Ac
m
For t ... eta air fa' idea or. weak,
bp1dies re emped f,. - the an,ty-wit.
Able I decoc g '- - eler de - nordear, DO NC ctord on
I'Ve he, p1qace, Palo pone lo, M eendare, ch-, pierce.
R,',r to nly,- re, hmine dbeirad rRomorcho
proard'i, en blinaffirg and llt,[w gonle of
R.-
to 11 wd e, tro o trf-m.6a rich dVni-
1. nM , el -ee, y ekneceaw do 1oe emel
w, area Re abioN,
Is restram @ b mcrrw method -1 Ill boaccee,ewict3x2and 411 whol chedt-es- (PCFe).
See II+P of next 1' for-terriewarY rectopme.lod Necom &P-,Tl
HOISTING RECOMMENDATIONS OF SINGLE TRUSSES BY HAND Este m6rodc de alto yarn e espara rode mp--coad, dn-J, -lowolho'Do,
RECOMMENDACCIONES OF LEVANTAMIEENTO DE TRUSSES INDFIVIDUALES (ACD) 3x2 y ty?, dei ]a Pnofe saperbr & 1, c,,Iaoraw Non I-emecdo yocome temporal on PCO.
POR LA MANO I I I -P - 11-ER,
E-' Tilowat 20' r-- 30
(6.1 on) or m) or
I-, contort, 1,
poss, stpport at
at Peak. Quarter p-to, jX
snicint, =d�a
p erippeow, J,1111--
to-$ da Ld 20 ' do tea rro kc 1- -1-1 up 3
e a� R,
t-- do 30
Ti-dwwa to 20
et, peas Play T- haste pit
HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES
RECOWNDAaOl PARA LEVANTAR TRUSSES ZAVIVIDUALES
Z trod eact, ord. In wootban - the roachral dqnitmmn, uwa tnP ph.iRl ownpane"atem( meanale,
11 ilr.walkef and III, co. le Rebelled to the 11.1ing wells.
Seate1g, cads thoss on p..Ijd - 1qdqdw do Role dond - to cdayieVtp bboaj amp -jon. 1,
rentol 11derpol ad6 keddece Y table. ned a dip,71rdp. an ew spPentel.
Jqmg a single pok-pindt at the peak, are damage the drugs.
Ef uw d, rut Sao VgV do d; hoce, Pa. lowered, P',,;e
Z er
n,
Tanew. aiei I
en ac
aar,olol,,!,
—1 Li
op—o—n.
No
NO ahnowed
wet,,olnedne 01 aT
05. TEMPORARY RESTRAINT & BRACING
RESTRZCCI6N YARRIOSTRE TEMPORAL
am information. Role, to ttz- m, mere d-- TOP Chord Itopordy Rap'-d!
Owl di - Vsc-5,- Para mAy inter-
lowc 6c. ie4 lon.
Locate arron-ld braces for first trues dn ectly
in line with all laws of top chord temporary i
aDial deetnBret( - tell, 1. Rod d", 'ap",
Ato amna-e n- lowele too, alader- ad Ael'a PoV el pprr,� =Iffy
Cuss Ord m art iwa ",do - V,
las files 'to do N Brace te.puss
-me ipblee, (c- /a table en 1, prcrema
obor-R). -I win.
, , or ladifivoi
(D Do inciTwarne
ne,awd
lec.-
Nalomme-treow,
Inaloos.
d"'m
T ... 3R. TaPCbd`T-PPdpdl Lateral Rd. .
I
up to 30 10'(3 dr).- mal
(2.4 m) -
45'(13,7,)
47 (117 m)-
60, (183 m)
60' (15.3 m)-
SD' (24-)�
:Cbyedt a Registered two,n Pr cwe§,.J for t'os'ses longer than 60'(183
Iyn e,
See DCSF-St2- Vol PULR olmone.
Rare,
for cbl. End lowde rd-
ybe co)l, . or nV' ii ei c on nbon,c,
hice-duer.
,ocelao-prav-d-l'op-
A- hDaWles - a,'
-- 3CCd-?,3-
Note, emend belong dolt ,ho- for oan• .
2) ME MEMBER PLANE - P"NO DE LOS NZEMBROSSECUNDARIDS
LATERAL RESTRAINT otel, reembere
& DIAGONAL BRACING
ARE VERY IMPORTANT
A r y
,A RESTRICCION VA
FL
� �, �, P
RPp..t ddag...'
bra- for each
set of 4
R.pltal-rd-
,m&aa diagonal
pare cads goi
d. 4 Doaaa.
LATERAL Y EL
ARRIOSTRE i�jlj
DIAGONAL
SON MUY
IMPORTANTES! ;7 -t . ... D' od-ni , �, to .
1O(3 m)- IT (4.6 max. S..e", 20'(6.1 '")
as "'HO" hod lah"d rostra int Note: so m. cepor and plate member,
no
31 BERION CHORD - CUFROA INFERIOR at shown for ciperty,
LateAal Rallwarcle, - 2x4AT,
Ding-1 broaced eaov 10
brue-P.Lee 20- (6.1 .) -
1(r3do) -15'(4.6. Socie &,or or and web madribere
my an-, for body.
RESIDWUNT Sk BRACING FOR 3,2 AND 4x2 PARALLEL CHORD TRUSSES T,
RESTRICCYON Y ARPTOSTRE PARA TRUSSES BE OVERVAS PA"LEL4S 3X2 Y 4i2
10 is im or D.Nirlopemirl, qfp.t deg fib ron,
Reat,
to scsy-a-, for truss spaces TW
lad 6 -d
�cSr 117- Re,
race ., d"J611.
entry dcocial two, 1--f In-4
.be M W of corri- any at
b,-q D"ton. AL di
Read . follood I-.
"Tap chard lidaildlery leppil opoodift riourg thall be ,6'(3 m}9 Ill let 3x2 bbloti
W 15'(4 6 al a far Wphivide,
INSTALLING — ZNSTALACION Data Plana
Werboyacter Out -of -Parr. Oub,,f-Plumb I m-. Re. - -,R,
raea 'as pat Rea-bi Plano.
--—T--
Mar Baw 0159 -ih1l -1 71
Ire, I
U poo (to rit", me
2' 11 lay
mm 6.) op (11 1
14-
;1,nd 0iiii in 9,a) (29 6.a nr)
4' I-11v tere
Ter-one, i•
(25 orp (121, (32 -) (a o r)
T-1 donce, care OfbO mSd Re nor) (oll)
Fnwa-oe leporld. 1-11, e
(18 -) il I'l)
CONSTRUCTION LOADING 1314 r
CARGA DE CONSTRUCCION
Do NOT prolay, cph wentoricumiuntil all Iatem,
Neidhardt and fearing it -aly and Properly in Place. msbck Height
NO - ip -t'poohl haVe " meet M, -,
cones pow"Ve -T
aabeow, y ke, Wpow- eV6, cowcadeo -trina
-1-1
'boopcoce, y segos.
G DO NOT exceed m-nion, dook heights. Real, to SM ff-" 'ems
to, nown, infmoryoo
i, - -=-, - e �-, a
NO --da ids adaes m6colue de biont6a. tee a! owarmad co-
oar- -1-e ---,I
0 DO NOT -kod ameo groope or ergle d-
QRE, sobn.brguo. Wo5d, enter. o I,, liedodriely,
EVER licink at ale res, a peak I at did eforl.
NUN - annoblenclea-yorwi-ecidt,opeo.
Piave (made over ti many true -peaebleu
cickwed 1. .,go, sabre !antis ft-
peloble.
2 loader, load, -1 load bear n9 wal&
ALTERATIONS - ALTERACIONES
CM Ronal to 5
v. of um s
DO NOT on, it or drill any atenctoat me del f
ewedfil.l[l P��oVed by the lml-,,nd JrZ�irw,- a too, unless
occle, did
ailall I winkne, w1guld filende ebrD`- `R Re plee,
m- race awle w-hreard. teeIey, a, "' nob oy. del downe
del dn",
J�Tpcasbs the have bed, cappolded pro, ,miden or brand mderi di,ae
ydcriftdlmoc's or for appon,wo may cartel the Truss rlalirfaotcnerS lirnited wo nVone brol old
T-as ql . he. setil-119.6o of-cle, le corobdocril o he, cleft, lecedly, -,'a alderb-dup
pwwa del fat nee,to do Trusses, reader hand pick, in sin afacte Ie Vernal firl mob diet Fab,-
car.he be
"o-orior
-zz
ono.y_%ly o�g
o Dozz
dl,
Zug== TRUSS PLATE INSTITUTE
ip-lie'll-e---w- - d, - 54, 1. no - o-dro, . acyr,
- or . -Pra e"
tence, ID, pap, P r el defle,
I
tt
T -, ody be enlocared din, on line q
the tone of delown, w noted hooplawl,
owi,eft, .10, the plead bftw chaw",tif to'
e'recone. 'd care DO 1K;T 't-
weak, poed red ""'o"' retraced protons
Iledowe " "",
Re, or ro- at sr Q.4 in, to di, (3 meflgirt
Let s:aRL-e-Daida 'act ante
Noalm-ted-ta.g..
deme-l-le ,d -'are, - el
,.,In dap oo, ae colvdge ales In- sUep,
gdawado, 1-talermal Ws oe now
wowed, podge 5eqrut do al fie pow
=,do . p4a do - onnae, 18 deem 10 pie d *.
Ac
m
For t ... eta air fa' idea or. weak,
bp1dies re emped f,. - the an,ty-wit.
Able I decoc g '- - eler de - nordear, DO NC ctord on
I'Ve he, p1qace, Palo pone lo, M eendare, ch-, pierce.
R,',r to nly,- re, hmine dbeirad rRomorcho
proard'i, en blinaffirg and llt,[w gonle of
R.-
to 11 wd e, tro o trf-m.6a rich dVni-
1. nM , el -ee, y ekneceaw do 1oe emel
w, area Re abioN,
Is restram @ b mcrrw method -1 Ill boaccee,ewict3x2and 411 whol chedt-es- (PCFe).
See II+P of next 1' for-terriewarY rectopme.lod Necom &P-,Tl
HOISTING RECOMMENDATIONS OF SINGLE TRUSSES BY HAND Este m6rodc de alto yarn e espara rode mp--coad, dn-J, -lowolho'Do,
RECOMMENDACCIONES OF LEVANTAMIEENTO DE TRUSSES INDFIVIDUALES (ACD) 3x2 y ty?, dei ]a Pnofe saperbr & 1, c,,Iaoraw Non I-emecdo yocome temporal on PCO.
POR LA MANO I I I -P - 11-ER,
E-' Tilowat 20' r-- 30
(6.1 on) or m) or
I-, contort, 1,
poss, stpport at
at Peak. Quarter p-to, jX
snicint, =d�a
p erippeow, J,1111--
to-$ da Ld 20 ' do tea rro kc 1- -1-1 up 3
e a� R,
t-- do 30
Ti-dwwa to 20
et, peas Play T- haste pit
HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES
RECOWNDAaOl PARA LEVANTAR TRUSSES ZAVIVIDUALES
Z trod eact, ord. In wootban - the roachral dqnitmmn, uwa tnP ph.iRl ownpane"atem( meanale,
11 ilr.walkef and III, co. le Rebelled to the 11.1ing wells.
Seate1g, cads thoss on p..Ijd - 1qdqdw do Role dond - to cdayieVtp bboaj amp -jon. 1,
rentol 11derpol ad6 keddece Y table. ned a dip,71rdp. an ew spPentel.
Jqmg a single pok-pindt at the peak, are damage the drugs.
Ef uw d, rut Sao VgV do d; hoce, Pa. lowered, P',,;e
Z er
n,
Tanew. aiei I
en ac
aar,olol,,!,
—1 Li
op—o—n.
No
NO ahnowed
wet,,olnedne 01 aT
05. TEMPORARY RESTRAINT & BRACING
RESTRZCCI6N YARRIOSTRE TEMPORAL
am information. Role, to ttz- m, mere d-- TOP Chord Itopordy Rap'-d!
Owl di - Vsc-5,- Para mAy inter-
lowc 6c. ie4 lon.
Locate arron-ld braces for first trues dn ectly
in line with all laws of top chord temporary i
aDial deetnBret( - tell, 1. Rod d", 'ap",
Ato amna-e n- lowele too, alader- ad Ael'a PoV el pprr,� =Iffy
Cuss Ord m art iwa ",do - V,
las files 'to do N Brace te.puss
-me ipblee, (c- /a table en 1, prcrema
obor-R). -I win.
, , or ladifivoi
(D Do inciTwarne
ne,awd
lec.-
Nalomme-treow,
Inaloos.
d"'m
T ... 3R. TaPCbd`T-PPdpdl Lateral Rd. .
I
up to 30 10'(3 dr).- mal
(2.4 m) -
45'(13,7,)
47 (117 m)-
60, (183 m)
60' (15.3 m)-
SD' (24-)�
:Cbyedt a Registered two,n Pr cwe§,.J for t'os'ses longer than 60'(183
Iyn e,
See DCSF-St2- Vol PULR olmone.
Rare,
for cbl. End lowde rd-
ybe co)l, . or nV' ii ei c on nbon,c,
hice-duer.
,ocelao-prav-d-l'op-
A- hDaWles - a,'
-- 3CCd-?,3-
Note, emend belong dolt ,ho- for oan• .
2) ME MEMBER PLANE - P"NO DE LOS NZEMBROSSECUNDARIDS
LATERAL RESTRAINT otel, reembere
& DIAGONAL BRACING
ARE VERY IMPORTANT
A r y
,A RESTRICCION VA
FL
� �, �, P
RPp..t ddag...'
bra- for each
set of 4
R.pltal-rd-
,m&aa diagonal
pare cads goi
d. 4 Doaaa.
LATERAL Y EL
ARRIOSTRE i�jlj
DIAGONAL
SON MUY
IMPORTANTES! ;7 -t . ... D' od-ni , �, to .
1O(3 m)- IT (4.6 max. S..e", 20'(6.1 '")
as "'HO" hod lah"d rostra int Note: so m. cepor and plate member,
no
31 BERION CHORD - CUFROA INFERIOR at shown for ciperty,
LateAal Rallwarcle, - 2x4AT,
Ding-1 broaced eaov 10
brue-P.Lee 20- (6.1 .) -
1(r3do) -15'(4.6. Socie &,or or and web madribere
my an-, for body.
RESIDWUNT Sk BRACING FOR 3,2 AND 4x2 PARALLEL CHORD TRUSSES T,
RESTRICCYON Y ARPTOSTRE PARA TRUSSES BE OVERVAS PA"LEL4S 3X2 Y 4i2
10 is im or D.Nirlopemirl, qfp.t deg fib ron,
Reat,
to scsy-a-, for truss spaces TW
lad 6 -d
�cSr 117- Re,
race ., d"J611.
entry dcocial two, 1--f In-4
.be M W of corri- any at
b,-q D"ton. AL di
Read . follood I-.
"Tap chard lidaildlery leppil opoodift riourg thall be ,6'(3 m}9 Ill let 3x2 bbloti
W 15'(4 6 al a far Wphivide,
INSTALLING — ZNSTALACION Data Plana
Werboyacter Out -of -Parr. Oub,,f-Plumb I m-. Re. - -,R,
raea 'as pat Rea-bi Plano.
--—T--
Mar Baw 0159 -ih1l -1 71
Ire, I
U poo (to rit", me
2' 11 lay
mm 6.) op (11 1
14-
;1,nd 0iiii in 9,a) (29 6.a nr)
4' I-11v tere
Ter-one, i•
(25 orp (121, (32 -) (a o r)
T-1 donce, care OfbO mSd Re nor) (oll)
Fnwa-oe leporld. 1-11, e
(18 -) il I'l)
CONSTRUCTION LOADING 1314 r
CARGA DE CONSTRUCCION
Do NOT prolay, cph wentoricumiuntil all Iatem,
Neidhardt and fearing it -aly and Properly in Place. msbck Height
NO - ip -t'poohl haVe " meet M, -,
cones pow"Ve -T
aabeow, y ke, Wpow- eV6, cowcadeo -trina
-1-1
'boopcoce, y segos.
G DO NOT exceed m-nion, dook heights. Real, to SM ff-" 'ems
to, nown, infmoryoo
i, - -=-, - e �-, a
NO --da ids adaes m6colue de biont6a. tee a! owarmad co-
oar- -1-e ---,I
0 DO NOT -kod ameo groope or ergle d-
QRE, sobn.brguo. Wo5d, enter. o I,, liedodriely,
EVER licink at ale res, a peak I at did eforl.
NUN - annoblenclea-yorwi-ecidt,opeo.
Piave (made over ti many true -peaebleu
cickwed 1. .,go, sabre !antis ft-
peloble.
2 loader, load, -1 load bear n9 wal&
ALTERATIONS - ALTERACIONES
CM Ronal to 5
v. of um s
DO NOT on, it or drill any atenctoat me del f
ewedfil.l[l P��oVed by the lml-,,nd JrZ�irw,- a too, unless
occle, did
ailall I winkne, w1guld filende ebrD`- `R Re plee,
m- race awle w-hreard. teeIey, a, "' nob oy. del downe
del dn",
J�Tpcasbs the have bed, cappolded pro, ,miden or brand mderi di,ae
ydcriftdlmoc's or for appon,wo may cartel the Truss rlalirfaotcnerS lirnited wo nVone brol old
T-as ql . he. setil-119.6o of-cle, le corobdocril o he, cleft, lecedly, -,'a alderb-dup
pwwa del fat nee,to do Trusses, reader hand pick, in sin afacte Ie Vernal firl mob diet Fab,-
car.he be
"o-orior
-zz
ono.y_%ly o�g
o Dozz
dl,
Zug== TRUSS PLATE INSTITUTE
ip-lie'll-e---w- - d, - 54, 1. no - o-dro, . acyr,
:Cbyedt a Registered two,n Pr cwe§,.J for t'os'ses longer than 60'(183
Iyn e,
See DCSF-St2- Vol PULR olmone.
Rare,
for cbl. End lowde rd-
ybe co)l, . or nV' ii ei c on nbon,c,
hice-duer.
,ocelao-prav-d-l'op-
A- hDaWles - a,'
-- 3CCd-?,3-
Note, emend belong dolt ,ho- for oan• .
2) ME MEMBER PLANE - P"NO DE LOS NZEMBROSSECUNDARIDS
LATERAL RESTRAINT otel, reembere
& DIAGONAL BRACING
ARE VERY IMPORTANT
A r y
,A RESTRICCION VA
FL
� �, �, P
RPp..t ddag...'
bra- for each
set of 4
R.pltal-rd-
,m&aa diagonal
pare cads goi
d. 4 Doaaa.
LATERAL Y EL
ARRIOSTRE i�jlj
DIAGONAL
SON MUY
IMPORTANTES! ;7 -t . ... D' od-ni , �, to .
1O(3 m)- IT (4.6 max. S..e", 20'(6.1 '")
as "'HO" hod lah"d rostra int Note: so m. cepor and plate member,
no
31 BERION CHORD - CUFROA INFERIOR at shown for ciperty,
LateAal Rallwarcle, - 2x4AT,
Ding-1 broaced eaov 10
brue-P.Lee 20- (6.1 .) -
1(r3do) -15'(4.6. Socie &,or or and web madribere
my an-, for body.
RESIDWUNT Sk BRACING FOR 3,2 AND 4x2 PARALLEL CHORD TRUSSES T,
RESTRICCYON Y ARPTOSTRE PARA TRUSSES BE OVERVAS PA"LEL4S 3X2 Y 4i2
10 is im or D.Nirlopemirl, qfp.t deg fib ron,
Reat,
to scsy-a-, for truss spaces TW
lad 6 -d
�cSr 117- Re,
race ., d"J611.
entry dcocial two, 1--f In-4
.be M W of corri- any at
b,-q D"ton. AL di
Read . follood I-.
"Tap chard lidaildlery leppil opoodift riourg thall be ,6'(3 m}9 Ill let 3x2 bbloti
W 15'(4 6 al a far Wphivide,
INSTALLING — ZNSTALACION Data Plana
Werboyacter Out -of -Parr. Oub,,f-Plumb I m-. Re. - -,R,
raea 'as pat Rea-bi Plano.
--—T--
Mar Baw 0159 -ih1l -1 71
Ire, I
U poo (to rit", me
2' 11 lay
mm 6.) op (11 1
14-
;1,nd 0iiii in 9,a) (29 6.a nr)
4' I-11v tere
Ter-one, i•
(25 orp (121, (32 -) (a o r)
T-1 donce, care OfbO mSd Re nor) (oll)
Fnwa-oe leporld. 1-11, e
(18 -) il I'l)
CONSTRUCTION LOADING 1314 r
CARGA DE CONSTRUCCION
Do NOT prolay, cph wentoricumiuntil all Iatem,
Neidhardt and fearing it -aly and Properly in Place. msbck Height
NO - ip -t'poohl haVe " meet M, -,
cones pow"Ve -T
aabeow, y ke, Wpow- eV6, cowcadeo -trina
-1-1
'boopcoce, y segos.
G DO NOT exceed m-nion, dook heights. Real, to SM ff-" 'ems
to, nown, infmoryoo
i, - -=-, - e �-, a
NO --da ids adaes m6colue de biont6a. tee a! owarmad co-
oar- -1-e ---,I
0 DO NOT -kod ameo groope or ergle d-
QRE, sobn.brguo. Wo5d, enter. o I,, liedodriely,
EVER licink at ale res, a peak I at did eforl.
NUN - annoblenclea-yorwi-ecidt,opeo.
Piave (made over ti many true -peaebleu
cickwed 1. .,go, sabre !antis ft-
peloble.
2 loader, load, -1 load bear n9 wal&
ALTERATIONS - ALTERACIONES
CM Ronal to 5
v. of um s
DO NOT on, it or drill any atenctoat me del f
ewedfil.l[l P��oVed by the lml-,,nd JrZ�irw,- a too, unless
occle, did
ailall I winkne, w1guld filende ebrD`- `R Re plee,
m- race awle w-hreard. teeIey, a, "' nob oy. del downe
del dn",
J�Tpcasbs the have bed, cappolded pro, ,miden or brand mderi di,ae
ydcriftdlmoc's or for appon,wo may cartel the Truss rlalirfaotcnerS lirnited wo nVone brol old
T-as ql . he. setil-119.6o of-cle, le corobdocril o he, cleft, lecedly, -,'a alderb-dup
pwwa del fat nee,to do Trusses, reader hand pick, in sin afacte Ie Vernal firl mob diet Fab,-
car.he be
"o-orior
-zz
ono.y_%ly o�g
o Dozz
dl,
Zug== TRUSS PLATE INSTITUTE
ip-lie'll-e---w- - d, - 54, 1. no - o-dro, . acyr,
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OA
L H C ARCHITECTURAL DESIGN & CONSTRUCTION
Architecture Design. Construction
13937 Lynde Avenue, Saratoga, CA 95070 Tel: (408) 867 -9339 Fax: (408) 867 -9331
Apr. 30, 2015
Project: Xu Residence Addition
20220 Patric Court
Cupertino, CA 95014
Subject: Roof Truss Review
As the architect of record, I had reviewed the revised roof truss design by Advantage Truss
Company, Inc.
Base on the review, it is my professional judgment that the work was st t Vq�R`�C)
conformance with the proposed structural design. V 6,11VI C "O�
Sincerely,
./
Hau -Ching Liao "
Project Architect (DFF�c t` COPY
SUBMITTAL
`2
IWAY
CUP ER TMO
STATEMENT OIL SPEMAL MPEC TI]OO MS, 2013 CBC
COMMUNITY DEVELOPMENT DEPARTMENT o BUILDING DIVISION
ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL
10300 TORRE AVENUE ^ CUPERTINO, CA 95014 -3255
(408) 777 -3228 o FAX (408) 777 -3333 o building[ cuoertino.org
A`I DRESS 20 nv Pa -tv; (_ c
��/�,�
���
Registered Design Professional in Char
Bps
- rr
Owner.Y.i.a., 4 ! �.... i<. tk ......... .................................. I.... .......
Contractor ................
Address.�i.Q.... .Q.....C.4C .C.....1.�p l d. ......................�
.t�l.........
Address...........................................................................
...............................
City /St.. Y mil. '............Zip... ."......Phone.
1.0 42,
City/ St .......... ..... ...... ............................
Zip ................... Phone .........................
Applicant .... a1-, ....... 1;. e? ..........................
...............................
Engineer /Architect.... r .. L ...�'..k
. �? ...............................
Address.1- l.�.�!.......�. .... ...../4V�r.? wp. ............
y.
.... ......
C4, , ..
A ....... .. ...............................
ddress.��...�'./ 1�2�teaJ�. ........
.............. Zip..J.�I0.7.P .......
Ph, - .. ,'(Jb
City /St.. Gi a .. .................
Zip.l. Zip.( MP Phone .41.�J...�
PROJECT DESCRIPTION-
a4 i4 %4 6
This "STATEMENT OF SPECIAL INSPECTIONS" is submitted in fulfillment of the requirements of CBC Sections 1704 and 1705. This
form is structured after and used by permission from the Structural Engineer Association of Northern California's (SEAONC) mode
statement of Special Inspections. Also, included with this form is the following:
❑ "LIST OF SPECIAL INSPECTION AGENCIES (page 2). A list of testing agencies and other special inspectors that will be
retained to conduct the tests and inspections for this project
"SCHEDULE OF SPECIAL INSPECTION" (page 3 —6). The Schedule of Special Inspections summarizes the Special
Inspections and tests required. Special Inspectors will refer to the approved plans and specifications for detailed special
inspection requirements. Any additional tests and inspections required by the approved plans and specifications shall also
be performed.
Special Inspections and Testing will be performed In accordance with the approved plans and specificatio �i em, and CBC
Sections 1704, 1705, 1706, 1707, and 1708. Interim reports will be submitted to the Building Official anq the ReT Tesign
Professional in Responsible Charge in accordance with CBC Section 1704.1.2. ,q /
),
A Final Report of Special Inspections documenting Oq Special Inspections, testing and corre on of any di�ncies noted in
the inspections shal{ be submitted prior to issuanc e of Use and Occupancy (Section 1104.1.2). The trial Report will
document:
• Required special inspections.
• Correction of discrepancies noted in inspections.
The Owner recognizes his or her obligation to ensure that the construciaon - r the approved permit documents and to
implement this program of special inspections. In partial fulfillment of these o i the Owner will retain and directly pay for the
Special Inspections as required in CBC Section 1704.1.
This plan has been developed with the understanding that the Building Official will:
• Review and approve the qualifications of the Special Inspectors who will perform the inspections.
• Monitor special inspection activities on the job site to assure that the Special Inspectors are qualified and are performing their
duties as called for in this Statement of Special Inspection.
• Review submitted inspection reports.
�r' �
� Io Perform inspections as required by the local building code. ,
I have read and agree to comply Wth the terms and conditions of this st
Prepared By:
Project ❑ Engineer X Architect
��/�,�
��
`�...../......Uc.f3 4:/4. ®.....�:..
Registered Design Professional in Char
Si nature !...W!......� ...............
............ ........ Date:
Owner Name:
Owner' Authorization
�
Si nature .... ..
/�
.. ............................... Date: ......1...� ..
IlnsJpection Ag cy / Inspect�or�Name:
��..
P' C
Si nature ��/.� "r
°! '`tic,# .4r . ./��
Building Qfflcial or de�ee:
�7... t /....
S" nature ... ......
............. .....................I......... Date: �0...
1A
VERIFICATION AND INSPECTION
C
p
REFERENCED
STANDARD
IBC
REFERENCE
INSPECTION OF CONCRETE
1. ❑ Inspection of reinforcing steel, including prestressing
X
ACI 318: 3.5, 7.1 -7.7
1913.4
tendons and placement.
2. ❑ Inspection of reinforcing steel welding in accordance
AWS D1.4 ACI 318:
with Table 1704.3 Item 5b.
-_
-_
3.5.2
---
3. ❑ Inspection of bolts to be installed in concrete prior to
and during placement of concrete where allowable
X
-_
ACI 318: 8.1.3,
1911.5, 1912.1
loads have been increased or where strength design
2128
is used.
4. ❑ Inspection of anchors installed in hardened concrete.
- --
X
ACI 318:
1912.1
5. ❑ Verifying use of required design mix.
-
X
ACI 318:
1904.2.2,1913.2,
1913.3
6. ❑ At time fresh concrete is sampled to fabricate
ASTM C 172
specimens, for strength tests, perform slump and air
X
--
ASTM C 31
1913.10
content tests and determine the temperature of the
concrete.
ACI 318: 5.6, 5.8
7. ❑ Inspection: of concrete and shotcrete placement for
X
- --
ACI 318: 5.9, 5.10
1913.6, 1913.7,
proper application techniques.
1913.8
8. ❑ Inspection,for maintenance of specified curing
-
X
ACI 318: 5.11 -5.13
1913.9
temperature and techniques.
9. Inspection of prestressed concrete:
❑ Application of prestressing forces.
X
--
ACI 318:18.20
-
❑ Grouting of bonded prestressing tendons in the
X
-
ACI 318:18.18.4
seismic-force- resisting system.
10. ❑ Erection of precast concrete members.
--
X
ACI 318: Ch. 16
--
11. ❑ Verification of in -situ concrete strength, prior to
stressing of tendons in posttensioned concrete and
X
ACI 318: 6.2
---
prior to removal of shores and forms from beams and
structural slabs.
12. ❑ Inspect formwork for shape, location, and dimensions
X
ACI 318: 6.6.1
- --
of the concrete member being formed.
13. ❑ Bolts Installed in Existing Masonry or Concrete
• Direct tension testing of existing anchors.
- --
X
See ICC ES Reports form special
inspection requirements for proprietary
• Direct tension testing of new bolts.
--
X
• Torque testing of new bolts.
__
X
products
• Prequalification test for bolts and other types of
-
X
anchors.
14. A Other:
National Inspection Associration9 Inc.
Qu alitj, systems Management, Inc.
An Accredited Agency
P. 0, Pox 3426
Gillette, IPA' 82717 -3426
l3O %) 685 -6331 Office N1Agiilette::ri`�e,,.coir
TT'e are an Audiring/Inspection Agency mcoggni:ed by the International Code C'oriference and the
International Accreditation Service, Inc. that Audits /Inspects the Fabrication of.irletal Plate
Connected TT'ood Trziss Fabricators, under. A. & , e.ivpI i'i'`Fdc?3iw . 71'4-523%
This Is To Verify That
Advanttrae Truss Corrrpana. LLC
2025 gear .Iaean Road
Hollister, Ca for n.ia .95123
I,s under our Audiied Oualit�, Control Program and have been since:
14`oveynher 1999 Reused Juty 2003
We Audit the Fabrication According To .ICC ES AC 10, under the following:
UB.C_, I.B.C., ZRC. and Cali�ornia Building "C8C' Codes.
And ANSI National Standards
i.tn'a -a
National Inspection Association; Inc. finds through obsen.,ance, that the above mentioned
Facility- is in accordance with OR Exceeds all rninimum Conformance to the Standards.
dveant., e lraass C'o3Fafearf. , LI,C
F'.4BRIC:n TOR
N aiaoe al nspe n _ Association. Inc.
Keith TL Anderson, Principle
Quality Assurance Manager
w— lei' A
i
r: g
.a5
