HomeMy WebLinkAboutBLD2010-00468 Carport Deck Carport - BLD Permit / Conditions - 12/14/2012 Mason County Dept. of Community Development
Mason County Bldg. 3 (360)427-9670 Local
426 W. Cedar (360) 275-4467 Belfair
P.O. Box 279 (360) 482-5269 Elma
IP14 Shelton, WA 98584
Notification of Permit Cancellation
December 14, 2012
WILLIAM HAYNES
141 E OLD RANCH ROAD
ALLYN WA 98524
Case No.: BLD2010-00468
Parcel No.: 122205700008
Project Description: CARPORT AND DECK REPLACEMENT
Dear Applicant:
Upon review of our records, the Mason County Permit Assistance Center has identified
that your building permit application has been inactive since 07/01/2010. Permits must
make some progress every six months.
If you intend to keep this permit active, you need to contact me within fourteen (14)
working days from the date of this letter. If we do not hear from you within the that time,
your permit will be cancelled and a building inspector will make a site visit. In the event
that your project has been completed and a permit was never issued, you will be
assessed penalties as allowed under Mason County Title 14 and Mason County Title 15.
If your project has been cancelled or if you wish to withdraw the permit, please notify me
as soon as possible at (360) 427-9670, ext. 284. If you feel that you have recieved this
notice in error please contact me. Thank you for your cooperation.
Sincerely,
Genie McFarland
December 14, 2012 BLD2010-00468
oaqio�6
MASON COUNTY PERMIT NO. lc1 ZO10 i
BUILDING PERMIT APPLICATION
426 W. Cedar- P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 - Belfair (360) 275-4467 - Elma (360) 482-5269 � Q
On the web www.co.mason.wa.us -
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner /E Company Name 2fbe k II lest, _) .
Mailin Address Mailing Address 5 K/2 L A/c J - Z j .
City .-r State v(A= Zip Code- �S N City j�>rf �i'�Lr�r� State U-2—Zip Code!jis_3
Phone .3t,22.7.5'- y;33 Oth r Ph. Ix Phone 36, j -t,155 3 6✓� Other Ph.;xo-E3 .54
Lien/Title Holder tnl111 i�..,ry. 171aLyn-'S Contractor Reg. q/QS Exp.i i-!'-20:v
E mail address ;V�r"t E Mail Address «.n
Drivers Lic.# �//�i DOB f%%I Drivers Lic.#,5TW� 3 �.� g�(� DOB /-/s 3
SEPTIC/WATER SYSTEM INFORMATION - Connect to NV'AP
fi Existing Septic jC/,i2
Connect to Water System Name of Water System
Well Water System Name of Water System 1-114
PARCEL INFORMATION- 12 Digit Parpel No - -- Fire District
Legal Description I 14 .F r',--� ? -1 + ,
Site Address Please include street,name,stre t �},�ber nd ci t .A t!
Directions to site e ��� /� ✓ c. - !
Will timber be cut and sold in parcel preparation?Yes
Is property within 200' of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs ] 15%
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑
Use of Building Describe Work
No. of Bedrooms No. of Bathrooms Square Footage- 1 st Floor 2nd Floor
3rd Floor Basement Deck Covered Dec Other Sq.ft.
Garage Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price$ Replacement Unit? Yes/No
Installer Name Certification No.
ONVNER/BUILDER Adarowledges submission of inaccurate information may result in a stop work order or permit revocation.AdgxwAedgement of
such is by signature below.1 declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apptv for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is a 7NUA
andf,,&j"employees of Mason County access to the above described properly and sln�cture for review and inspection.
PROOF K tS BY MEANS OF A PROGRESS MISPEC710N.
X - Date; 7— 10
Owner/Owners Representative/Contractor indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department eroo 16o Z. C�
Planning Department L>p' �I -D i
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing &Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee b ^Irx',i Pre-Paid at Submittal
Valuation$ TOTAL FEES
9�N COO,
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Bldg. III, 426 West Cedar Street
PO Box 186, Shelton, WA 98584
1854 www.co.mason.wa.us Shelton (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269
June 22, 2010
Bill Haynes
141 E Old Ranch Road
Allyn, WA 98524
Re Building Permit Number: BLD2010-00468
Dear Mr. Haynes,
Thank you for submitting the building permit application referenced above. In order to complete the
building department review additional information will be needed which is listed below.
PLAN REVIEW REQUIREMENT COMMENTS:
1) Please provide roof framing information, including truss lay-out.
2) Please verify foundation and retaining wall plan for the entire project, i.e. sheet Al references
several types of foundations that may apply throughout the entire project however item 10 is the
detail referenced. Please verify proposed foundation type(s) and location. In addition please
identify proposed plan to connect to the existing foundation.
3) Please identify braced wall panels demonstrating compliance to Chapter 6 of the 2006
International Residential Code (IRC) or provide a lateral design. Based upon information
provided the proposed project will be framed in a conventional manner. Such buildings shall
comply with the provisions of the International Building Code or an engineered design prepared in
accordance to accepted-engineering practice shall be required.
4) Please identify all openings, fire-resistive construction, and use of rooms adjacent to the new
structure. The information is needed to verify that fire protection is provided in accordance to IRC
Section R309 and R310. A copy of the referenced code sections are attached.
5) Please provide deck-framing information including proposed beams, support and spacing,joist
lay-out, etc.
6) Please provide an elevation plan depicting at least two sides.
7) Records indicate that a re-roof permit was issued to Mr. Haynes on April 16, 2002. No
inspections were performed and the permit was canceled due to inactivity. In order to approve this
project a final inspection of the roof system shall be required. To schedule the required final
inspection a fee of$73 shall be required for each inspection necessary to achieve final approval.
The fee can be paid at our office. Staff will schedule required inspections at your request so be
sure to sche ule the final inspection when fee(s) are paid.
If you have questions plea let me know. When you have compiled the requested information it would
be best to request a meeting wi me to go over the information and items. Contact me so that we can
schedule a meeting to go over all i s and make sure everything needed has been received. Please
respond to comments, in writing, in th order listed. Revisions, required as a result of this letter must be
transferred onto proposed building plans. here required, please return two sets of revised plans and
documents. If you have questions please con ct meat(360) 427-9670 ext. 510 or via e-mail at:
dlc@co.mason.wa.us
Sincerely,
r
i
bera Coker
Mason County Building Department
Building Inspector IV �o
Word/BLD2010-000468 Building Department Comments �j n o
Encl.: IRC Section R309 and R310
cc: Stockwall Construction, Inc, 3192 Woods Road, Port Orchard, WA 98366/
E-Mail: stocklin83@hotmail.com
1(6/21/2010) Debbera Coker- Building Department needs information - Building Page 1
From: Debbera Coker
To: stocklin83@hotmail.com
Date: 6/21/2010 4:06 PM
Subject: Building Department needs information - Building permit for Bill Haynes
Attachments: Coker, Debbera.vcf
The Mason County Building Department has started the building department plan review for the Bill
Haynes project located at 141 E Old Ranch Road ans has questions/and or need additional information
concerning the project. When you have complied the information it would be best to request a meeting
with me to go over the information and items. The items include as follows:
1) Please provide roof framing information, including truss lay-out.
2) Please verify foundation and retaining wall plan for the entire project, i.e. sheet Al referenced several
types of foundations that may apply throughout the entire project however item 10 is the detail
referenced. Please verify.
3) Please identify braced wall panels demonstrating compliance to Chapter 6 of the 2006 International
Residential Code (IRC)or provide a lateral design.
4) Please identify all openings, fire-resistive construction, and use of rooms adjacent to the new structure.
The information is needed to verify that fire protection is provided in accordance to IRC Section R309 and
R310.
5) Please provide deck framing information including proposed beams, support and spacing, joist lay-out,
etc.
6) Please provide and elevation plan depicting at least two sides.
If you have questions please let me know. Again, when you have compiled the requested information
let's schedule a meeting to go over.
Debbera Coker
Mason County Building Department
Building Inspector IV/Code Enforcement
Phone: (360)427-9670 ext 510
FAX: (360) 427-7798
e-Mail: DLC@co.mason.wa.us
PO Box 186
426 West Cedar Street
Shelton, WA 98584
(6/21/2010) Debbera Coker- Building Department needs information - Building Page 1
From: Debbera Coker
To: stocklin83@hotmail.com
Date: 6/21/2010 4:06 PM
Subject: Building Department needs information - Building permit for Bill Haynes
Attachments: Coker, Debbera.vcf
The Mason County Building Department has started the building department plan review for the Bill
Haynes project located at 141 E Old Ranch Road ans has questions/and or need additional information
concerning the project. When you have complied the information it would be best to request a meeting
with me to go over the information and items. The items include as follows:
1) Please provide roof framing information, including truss lay-out.
2) Please verify foundation and retaining wall plan for the entire project, i.e. sheet Al referenced several
types of foundations that may apply throughout the entire project however item 10 is the detail
referenced. Please verify.
3) Please identify braced wall panels demonstrating compliance to Chapter 6 of the 2006 International
Residential Code (IRC)or provide a lateral design.
4) Please identify all openings, fire-resistive construction, and use of rooms adjacent to the new structure.
The information is needed to verify that fire protection is provided in accordance to IRC Section R309 and
R310.
5) Please provide deck framing information including proposed beams, support and spacing,joist lay-out,
etc.
6) Please provide and elevation plan depicting at least two sides.
If you have questions please let me know. Again, when you have compiled the requested information
let's schedule a meeting to go over.
Debbera Coker
Mason County Building Department
Building Inspector IV/Code Enforcement
Phone: (360)427-9670 ext 510
FAX: (360) 427-7798
e-Mail: DLC@co.mason.wa.us
PO Box 186
426 West Cedar Street
Shelton, WA 98584
N t Y-
Corpora' l
y AA j
E.x1,!,.? Irr�.i
O
LAI o
Apo m
j APPROV
MASON COUNTY D PLANNING
SITE PLAN RE ED TO BE ON SITE
CHANGE BJ TTOAPPROVAL
--- BY Date a
�f
n ^ �
Corpor-� I
Ar-4�cqj AA
Nftwmmm
L x l {� O
ADO M
APPs?'OVED
MASON COUNTY OCD PLA !NG
' SITE PAN REQUIRED TO B N SITE
CHANG SUBJECT TO PROVAL
BY to
`r
n
MASON COUNTY RESIDENTIAL PLANS SfUBMITTAL CHECKLIST
Owner's Name: A4��� Dater/' ' < < r ` Reviewed By #J
Documents:
A Building Permit Application Completed Stormwater Checklist
Planning Intake Checklist Completed,
Site plan includes: Allowable building area,roof overhangs,decks,etc.
Fire Apparatus Access Road info required? Yes/No
---4 Energy Code Application Form-O Electric wall heater O Electric central furnace O LPG Furnace
O Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type )
O Other: Specify:
_Mechanical/Plumbing Application-WATER HEATER FUEL TYPE/LOCATION
—�_Engineering? Yes/No Snow load: Seismic:
Stock Plan-approved snow load: Seismic:
Manufactured Homes-4 FLOOR PLANS
Foundation Type: ANSI/Manufacture method Engineered footing/foundation Basement
Decks: Covered? Uncovered over 4 x 6 and over 30"? Construction plans required.
Construction Plans: /3 COMPLETE SETS
_Plans Legible _Recognized Scale _Elevation Views _Cross Section
_Foundation Plan _Roof Framing Plan _Floor Plan-Use of rooms noted(all floors)
_Floor Framing Plan-all floor levels including loft,crawlspace,etc. (<200 S.F. ??-stairs?)
_Deck Framing Plan, incl cov.porch framing
Plan Details:
")6V Roof framing details,truss lay-out may be needed (Hip and girder location shown)
Wall Framing-Does bearing-wall height exceed 10'? Engineeen may be required)
_Floor framing: Floor joists(size&spacing): ��( �v U�1 ,Floor beams:
_Window headers. Typical header: Garage header:
_Foundation: footing size,reinforcement k V- 10 If
v Concrete Walls-Does Concrete Wall Height Exceed 8'?(Engineering may be required, see details)
Landings at all exits?Less than 30"above grade?Y/N
\,j Heated By Furnace-Location of Furnace Fuel type:
,-j Fireplace/Stove Information Shown-Fuel Type? Location(s):
Window Sizes Marked on Plans
Braced wall panels(shear walls)marked on plans or lateral engineering?
\, 2-story garage? (Engineering maybe required) 1"story of two story D1 -45%,D2-55%
COMMENTS:
ENGINEERING REQUIRED
Braced wall panels/brace wall lines are not marked on plans(R602.10)
Amount and location of bracing does not meet minimum required in Table R602.10.1
DESIGN CRITERIA: All notes and details required as a result of the engineered analysis shall be transferred onto proposed
building plans. Wind 85 MPH, Exposure B(unless proven otherwise). Seismic Zone: ,Snow psf.
IRREGULAR BUILDINGS R301.2.2.2.2
Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be
considered to be irregular when one or more of the following conditions occur:
1)Exterior braced wall line or BWP cantilevered or offset by more than 4'
2)Roof or floor is not laterally supported on all edges
2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line.
3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below.
4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension.
5)Portions of floor level are offset vertically
6)Shear wall lines do not occur in two perpendicular directions.
7)When a story above grade is includes masonry or concrete construction(exc: fireplaces,chimneys,and veneer).
When this applies the entire story shall be designed. In accordance with accepted engineering practice.
H:\permit tech building checklist.doc Revised 11-29-2007
Gros - � � �� �n o� �l� ✓w�i�r-�
c Lo
�L G Co, mGSpn.v�/a.
xs�v
I�, 1
T
7J
♦ yam ;
P
w �
rt
1
1 � 1
1 If
t
/WO
,qF LVL. Poxall'y" 3 ,
I �
2.6
oaf a
021.
�^
L zoo
g T
w
� � 3
3
� o
3o
"1 r
I•L4lC rro ulcn+
P7D �'i' (»•4 LY4
X16T PER PLAN
6rrWN AYU POST
1b0 SV TNM�D® asm PER PRAFWJG
MR
COLIl4!PER PLAN 6MMLN S(T lPOxr CR
{p RAW Me.POST IC OE.l'I
4!.SPLICI
RlW`OICSIG i PLYWJOO Guam (PSR MLw
PW TApLE d1 SP94ON AC CAPS
. � 00 µ u uwr
rm SIpTN � ,
�11ZN�TERI�OR SPREADFOOTING
42 POST PAD
SCALE. P.t'•m'
ICAL -q!A (4N A uu LL GO+T'�T
M PER SW TAKM _-.— -
MATERIAL IS"/FT.
1 5/4'P.T.A FILLER
P.T.
P.T.PLATE
YANE6 O'i'
N•PT.PR�WfD PIK PLR
PMIeN
dftADE
OR coz a•SLOG ON GRAOI FR11DVM GRADE
BLAB PER FO PATION NOTES
SLOPE PNR PLAN-
- — — I:lI
POR TTPIC:Y MEw —■—K—K—
SEE oETAL Mamm e`
rqP.
0o ro a 9AR carT. v
�•rmt
eEs eaLe LNOdNEER FOR�PREPARATO 40
TYPICAL SLAB EDGE
OL•PTH OF roorwe MR WiLl ENGPJEER 4 RELD
C0001TIONe. 6GALE I•.I'•O•
hio
EXTERIOR
WALL @ GARAGE
PVC vwrL MEMCRANE
PVC COATED METAL
PLAWIM PER DURADEK
ALL 61DO
PECK BLoft
•)w PER FT.
7x10 JOOTa
P.T."DLOCXw a• RIPPED TO ly•
CWA"IERED
DOTTCX7 EDGE
TXQ CEDAR TRM Pw(o6
PER PLAN
Tx NAG 0191•h0�!'
NAILS.•"OD.
TXQ CEDAR
rL4RDl-PAlJt'L ROC CUP
aCFPR TRIM CIETCFm .7{"OG.
19 DECK EDGE
BC'AL! !'.Y-m' •MAX
P8 iRUSBE►
PER PLAT
RASCIA NEt
AR.WTTGTlR4L
.2DA. ®EAM PER PLAN
7APWERW)
bEA TA."
LAP OvYRMN T• New T4PRE MNA"W,16� 13 ROOF TRUSS@BEAM
DEIC PVC EDGE ILASN+TY.W/J'SOL". L86S•NAIL TO DABSkl•'UP •4"O.0 UV C%ALV. aCALL,I'.1'-O'Y ROOMN6 NALa
PLYWOOD MLLEA AB
REQUIRED
I
�--V41. 1
AIL MIA40T
Jor►»�WEATHRY
10UPPER EDGE OF DECK/
8 WALL TRANSITION
AZ
GENERAL STRUCTURAL NOTES
1.0 GENERAL. SO CONME
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. 3G1 GENUK
ANY DISCREPANCY FOUND AMONG THE DRAWINGS,
SPECIFICATIONS,THESE NOTES,AND THE SITE C aTIONS NORMAL WEIGHT CONCRETE MEETING THE REQU963MNM OF ACN
SHALL BE REPORTED TO THE ARCHITECT.WHO SHALL CORRECT SM-95 ESTABLISH PROPORTIONS OF CEMEM,COARSE AND FINE
SUCH DISCREPANCY N HWitTNG. ANY AM OOZE BY THE AGGREGATES, WATER,AND ADMIXTURES TO PRODUCE THE
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE PROPERTES SPECIFED FOR EACH CONCRETE MIX TYPE PER ACI-
DONE AT THE CONTRACTOR'S MW THE CONTRACTOR SHALL 301 ON THE BASIS OF PREVIOUS FIELD EXPERIENCE OR TRIAL
VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS BATCHES,USE ADwWURES N ACCORDANCE WITH THE
PRIOR TO PROCEEDING WITH ANY WORT(OR FABRICATION.Tit MANUFACTURER'S DRECT)Ns USE AMOUNTS OF WAIER-
CONTRACTOR IS RESPONSIBLE FOR ALL(RACING AND SHORING REDUCING ADMIXTURE THAT WILL.PERMIT PLACING WITHOUT
MIRING CONSTRUCTION. SEGREGATION,HONEYCDMBNO OR ROCK PoCI( S THE SLUMPS
SPECIFIED ARE THE SNAPS REQUIRED AT THE POINT OF
1.1 CODES PLACEMENT INTO THE STRUCUC USE INTERIOR MECHANICAL
ALL METHODS,MATERIALS AND WOl WANSHIP SHALL CONFORM TO VIBRATORS NO 7MO RPM CONCRETE
FREO RIZONENCY DO NOT OVER-
VIBRATE DO NOT MOVE 1}fE tX)lI;RETE HORIZONTALLY USING THE
THE REQUIREMENTS OF MASON COUNTY AND Tf 2006 VIBRATOR CONCRETE SHALL SE POURED MODLITHICALLY
INTERNATIONAL BUILDING CODE(WC AS AMOM AND ADOPTED BY BETWEEN CONSTRUCTION OR CONTROL JOINTS, PROTECT ALL
MASON COUNTY AND THE STATE OF WA9RNGYM ACL FRESHLY PLACED CONCRETE FROM PRDJATURE DRYING AND
318-OS; AJ.SO. 13TH EDIllft AIR; AJ.LC RIND E)CtESSIVE HOT OR COLA TEMPERATURES FOR SEVEN DAYS AFTER
EDITION; AND A.LSI 19%EDITION. POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR
CONTROL JOINT LOCATIONS FOR HIS APPROVAL.OR USE JOINTS
11 rim cffT A AS SHOWN ON THE DRAWINGS. ALL REINFORCEMENT lE WIRES
AND FORM ANCHORS SHALL BE CUT OFT RUSH WITH THE
A VERTICAL LOADS SURFACE: SURFACES WHERE EXPOSED SHALL BE SMOOTH AND
FREE FROM IRREGULARITIES.
LIVE LOADS
311 CONDIATS pm
ROOF(SNOW) 25 PSF MERELY PASSINGVERTICALLY THROUGH)THROUO{)SHALL NOT BE Pfraaal}ITTETED
FLOORS(RESIDENTIAL) 40 PSF F7UrPTNG THOSE MEETING THE FOLLOWING LIMITATIONS,
I. THEY SNALL SE NOT LARGER THAN ONE DOM THE
OVERALL THICKNESS OF THE SLAB N*WH THEY
ARE EMBEDDED.
B. LATERAL LOADS:
2. THEY SHALL IE SPACED NOT CLOSER THAN THREE
ALLOW 33-1/3R INCREASE IN STRESSES FOR WIND AND OAWTERS OR WIDTHS ON CENTER. AT ELECTRICAL
SOW FORCES.LATERAL FORCES ARE TRANSMITTED BY ROOMS OR CONGESTED AREAS*ERE WN"SPACING
DHAPHRAGIM ACTICN OF THE FLOORS TO SNEAK WALLS. CANNOT BE ACHIEVED,USE 16 AT 12'OC.EACH
LOADS ARE THEN TRANSFERRED TO THE FOOTINGS,WHERE WAY O(THOING A MINr0UM OF Two FEET BEYOND
LULTMATE DISPLACEMENT IS RESISTED BY PASSIVE CONGESTION.MORE THAN ONE LAYER OF CONDUIT IS
PRESSURE OF EARTH AND SLDNG FRICTIDN OF EARTH NOT PERMITTED UNLESS APPROVED BY THE ENGINEER.
OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE
STRUCTURE. 3, THEY SHALL NOT IMPAIR SIGNIFICANTLY THE
STRENGTH OF CONSTRUCTIC L
1. WIft EXPOSURE B,BASIC WIND SPEED-85
MPJL,PER IBC 4, THEY ARE NOT EXPOSED TO RUSTING OR 01FER
DETERIORATION.
2. SEISMIC-SITE CLASS O, V e Cs x W. Cs a1282
S THEY ARE OF UNCOATED OR GALVANIZED IRCH OR
STEEL NOT TNNAER THAN STANDARD SCHEME 40
STEEL PRE.
13 SHOP DRABS
-SHOP DRAWINGS MAY ENGINEERING(ESPOLSBILTY�LAITATRONS. HOYIEYER.THEY
AIN THE MA)LIFACTURERS 3,Z Si1N
SHALL MAKE NO STATEMENT AS TO TIE 04RM OF RECORED DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE
fITES FOLLOWING PROPERTIES:
SUBMIT SUFFICIENT COPES OF SHOP DRAWINGS TO AP UCATl—!VPrAMPS
ARCMTECT/AEWmEER OR OWIHER FOR THE FOLLOWING p ATgIi;/Cd"W
ST RAI"
1, P.E.ROOF/FLOOR TRUSSES. PROVISIONS FOR PERMANENT BRACING
NGIUDLNG THEIR CONNECTIONS WITHIN THE TRUSS SYSTEM SHALL SE PART RW&W W
OF THE PRE-ENMEERED TRUSS PACGAGE_ WF X TRUSSES ARE CALLED AIN W 4 2 0.50
OUT AS DRAG STRUTS THE TRUSSES SHALL BE PROVIDED WIN Tit SLA ONCAPACTES CALLED OUT ON THE PLAN,W14N THE ROOF FRAMING
NOTES OR WPM THE DETAILS
SUBNOIES
DO NOT FABRICATE PRIOR TO ARCHITECTS/ENGINEER'S OR ONUS
APPROVAL ALL SHOP DRAWINGS SUBMITTED TO THE ENS 1. ANY OF THE ABOVE MULES CAN BE USED FLOWABLE
9WI BEAR THE STAMPED APPPROVAL OF THE CONTRACTOR.SDP (8-TO 11-SLUMP)IF THE PROPER ADDITION OF
DRAWING APPROVAL BY MAN-PEYTON STRUCTURAL ENGINEERS ADMIXTURES IS NCLUDD AND THE W/C RATIO IS
SHALL NOT IMPLY THAT THE PROJECT MAY 1E BRAT FROM THE NOT INCREASED.
SHOP DRAWINGS.RATHER THE PROJECT PINK SHALL BE USED
FOR CONSTRUCTION. 2. STABS ON GRADE MAY CONTAIN WELDED--WARE OR
FTBER-►ESK OTHER ONE OF THESE MAY BE USED TO
ZO ( ASSIST IN TIE PREVENTION OF VARIABLE SInNKAGE
/� eeeror� AND CRAGONG.
Z1 SDI.DATA(PER CW MOM 3. THE PROPORTIONS APPROVED SHALL BE CAREFULLY
SOIL SRG AT CONTIMOUS AND SPREAD FiGS = 1500 PSF WHERE GE0 TECH MANTAHNED.NO DEVIATION FROM THESE
REPORT HAS NOT BEEN ROVOm, THE ABOVE VALUES ARE ASSUMED AND PROPORTIONS.ESPECIALLY THE ADDITION OF WATER,
SH
SMALL BE VERIFIED.VERIFIED. ALL BE MADE WITHOUT APPROVAL OF THE
ENGINEER
4. PER SECTION 1904 CONCRETE EXPOSED TO WEATHER&GARAGE
SLABS SHALL HAVE MAAAUM Rc-3000 pat AND HAVE 5,0%
AIR ENTRAINMENT.PER SECTION-1704.4 EXCEPTION 2.3 NO SPECIAL
INSPECTION IS REQUIRED AS THE 3000 Psi IS FOR DURABUTY ONLY.
2.2 MAIN—(PER MEOW&EN51kEf o 13 1UAM—COW,WATER&ABGREAIM PER AO 3M
A CEMENT MUST CONFORM TO ASTM 150,TYPE I OR TYPE A.
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FiRM ENGINEER'S APPROVAL IS REQUIRED FOR USE OF TYPE A
UNDISTURBED MATERIAL PER SOILS REPORT. AREAS OVER-EXCAVATED SHALL CEMENT.
BE BACKFILLED WITH LEAN CONCRETE (fc = 2000 PSI). OR BE
STRUCTURALLY FILED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S B. WATER TO BE(DEAN AND POTABLE
EXPENSE" C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33.
Z3 MOM AND CwAlClla!—
3`4 MAISM
BACKFt1 SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF
ALL FORMS,SCREEDS,OTHER WOOD DEM AAD MATERIAL A WATER REDWING AWXTURES: CONCRETE USING POVOLI N
SUBJECT TO ROT OR CORR06WN.USE ONLY MATERIALS AOSIXT UES TO PRODUCE FLOWABLE CONCRETE MAY SE
APPROVED FOR BACKFIL.IN AREAS UNDER SLABS OR FOOTINGS, USED ON THE ENGINEERS APPROVAL AND MUST GOAEORM
MATERIAL SHOIAD BE GRAN"N NATURE,PLACED N 6-NCH TO ASRM-C494,POZZOLIN POLYIHEED.POZZCUIH 100XR,
LIFTS AND COMPACTED TO AT LEAST 9=OF MAXIMUM DRY OR POZZUTEOH 2O POUOUTH SHALL BE INCORPORATED
DENSITY AS DETERMINED BY AASHTO OCUPACTION TEST. INTO ALL CONCRETE N EXACT ACCORDANCE WITH THE
PROCEDURE T-180. THE FILL SHOULD BE LIMITED TO CLEAN, MANUFACTURER'S INSTRUCTIONS ADMWURES AND
GRANULAR MATERIAL DOSAGES WILL VARY DEPENDING ON CLIMATIC OCINDITIONS
AND THE CONTRACTOR'S JOBSTE REQUIREMENTS. MAXIMUM
SLW FOR SUCH CONCRETE SHALL NOT EJGCFID a WITH A
MINIMUM OF 40 OUNCES OF POLYiEED PER 100 OUNCES OF
CEIAENT. USE IN ACCORDANCE INN MM UFACUJRER'S
16 SIM DDOM RUIFORCEM D(T 7.6 AN01M WS
A. ALL REINFORCEMENT WHICH IS TO BE DOWELED INTO DfISTNG PER OBC SECTION IDO6.6 ALL FOUNDATION PLATES OR SILLS
CONCRETE SHALL BE INSTALLED WITH RAWL'POWER-FASY EPDXY ADHESWE SHALL.BE BOLTED TO CONCRETE OR MASONRY WITH MNWAAM 1/2'
PER ICBD REPORT#014 OR APPROVED EQUAL NOMRIAL DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7'AND
SPLICED NOT MORE THAN B FEET APART. THERE SHALL BE A
B. EPDXY SHALL BE MIXED.APPLIED,AND CXED IN ACCORDANCE NTH MINIMA OF TWO DOLTS PER PIECE WITH ONE BOLT LOCATED
THE MANUFACTURERS GIIIDETNM REINFORCEMENT AND CONCRETE SHALL WITHIN 12 INCHES OF EACH Elm OF EACH PIECE.
BE CLEAN AND FREE OF IRREGULARITY. EPDXY SHALL NOT BE MUTED OR A 2'SO.%3/18'STEEL WASHER SHALL BE USED WHERE
CURED N AIR AND/OR CONCRETE TEMPERATURES BELOW 50 DEGREES PRESSURE TREATED SILL PLATES ARE BOLTED TO CONCRETE -
FAHRENHEIT.
G EPDXY DOWELING OF REREINFORCEMENTINOVERHEAD APPLICATIONS 7.7 PLYM M/M WA7i1 W
SHALL L NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE EACH SHEET SHALL BEAR THE TRADEMARK OF THE AMOMAN
ENONEER OF RECORD. PLYWOOD ASSOOATXXL ALL GRADING AND INWALLATON SHALL
17 HSOM CONFORM TO THE MOST CURRDR VERSION OF PS2 FOR 058. USE
TH OWESS AND NAILING AS SHOWN ON THE DRAWINGS,
CONCRETE NSPEC71ONS SHALL BE FOLLOWED PER THE 2006 IBC SHEATHING SHALL HAVE EXPOSURE RATING AS APPROPRIATE PER
SECTIONS 1704.4 AS REQUIRED BY THE LOCAL THE CONTRACTOR'S CONSTRUCTION AND HEATHER CONDITIONS AS
BUILDING DEPARTIENT. THEY SHALL BE DONE BY AN SPECIFIED BY THE CONTRACTOR DWI AS OTHERWISE SHKNMI
INDEPENDENT AGENCY EMPLOYED BY THE OWNI R. SEE CITIES OR NOTED,PROVIDE Dd AT 6'ON CENTER A SUPPORTED PANEL
UST OF APPROVED COMPANIES.PAlIES. JOBSITE VISITS BY THE ENplM EDGES AM Bd AT 12'ON CI LATER ON OTHER SUpPORTNC
FOR OBSERVATION DO NOT CCNSUTUTE AN INSPECTION MEMBERS FOR WALLS AND ROOFS FOR FLOORS,USE THE SAME
SPACING PATTERN AS STATED FOR WALLS OR ROOF EXCEPT USE
3s mmxwwAwmNmm mufsom 10d NAM
SPECIAL NOTE CONCRETE B NOT A MMfTENANCE FREE NOTE: EWNALFNT RATED PLYWOOD MAY BE USED IN LIEU Of
MATERIAL CRACKS CAN BE EXPECTED TO OPEN UP WWTINI 3 OSB CALLED OUT.ALL MQXSS AND GWNG SHALL CONFORM
YEARS OF CONSTRUCTION AND WAY REQUIRE FILLING TO PSi OR PSI.SHEATHING SHALL NAVE EXPOSURE RATING AS
APPROPRIATE PER THE CONTRACTOR'S CONSiRUCION AND
7.0 CARPEM WEATHER CONDITIONS SPECIFIED BY CONTRACTOR.
7.1 ROM CAWDM ROOF DIAPHRAGM: 7/16' 0%(PANEL IDEt- 24)OQ, WITH
8d NAILS OR,131'DIA P-NAILS AT 6'O.C. AT SUPPORTED
ALL 2x FRAMING LUMBER SHALL BE STUD GRADE HEM-FIR FOR PANEL BOAS AND AT fY O,C.AT FIELD TYPICAL UNLESS
STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHOWN ON NOTED OTHERWSE ON PLAIN
THE DRAWINGS OR BELOW. ALL 2"LUMBER SHALL BE I"
DRIED(KD)OR SLWACE DRIED(SDj EACH PIECE OF CINDER FLOOR DIAPHRAM 3/4'TORGUE AND GROOVE OSB(PANEL INDEX
SHALL BEM THE STAMP OF THE WEST COAST UNDER INSPECT" - XX/24l"10d NAILS OR 0.148"DIA P-NAILS AT 6'
BUREAU(WCLID)OR WESTERN WOOD PRODUCTS ASSOCIATION OG AT SUPPORTED PANEL BOB AND AT 12'0.G AT FEUD
(WIPA)SHOWNG GRADE MARK OR APPROVED EOUAL OTHER TYPICAL UNLESS NOTED OD"WISE ON PLAN. SHEATHING SHALL
MATERIALS SHALL BE AS SHOWN RED* BE GLUE-NAILED TO FRAMING NTH APPROVED ADHESIVE PER THE
AntAmm ARCHITECT.
2x h 3xGRADE HEM
2x ints HEIR FIR
4x HEADERS FEMH FIR
x REAum-
7.6 UWACAM TRAlQFR BEAMS
A. QMAM6MAD MW BEAMS(OA M BEAMS]
ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH ALL STRUCNRK GUILE-LAMINATED TINDER.MATERIALS,
CONCRETE SHALL RE PRESSURE TREATED(SEE SECTION 7.10)L MANUFACTURE AND QUALITY CONTROL SHALL BE N
CONFORMANCE NTH VOLUNTARY PRODUCT STANDARD P.S.56
7.3 PE-MMUM RW AN RM 1R "STRUCTIRAL CLUED LAMINATED TIMBER',AND ALL
MEMBERS SHAH BE MARKED NTH A QUALITY MARK
ALL PREFABRICATED WOOD ROOF AND RIM TRUSSES SHALL BE IHER OF.CALBERS.IF RECRUITED,ARE AS SHOWN ON THE
DESIGNED BY OR UNDER THE DIRECT SUPERVISION OF A DRAWINGS. ALL MEMBERS SHALL BE OTHER COMBINATION
LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE 24F-V4(SIMPLE SPAN)OR 24F-4(CANTILEVERED OR
WHERE THE STRUCTURE IS LOCATED. THE TRUSS SOP CONTINUOUS SPAN)AS APR1CAFiE ALL MEINERS SHALL
DRAT4MCS SHALL BEAR THE STAMP OF THAT ENGINEER. ALL BE=0 NTH WATERPROOF ADHESIVE PER P.S. 56.
AG CIEDNDPLATES.
HANGERS.ETC. BE DETAILED. SPECIFIED.AND PARAU AM ffAZ
FURNISHED BY THE MANUFACTU REIL THE TRUSS MANUFACTURER
SHALL VERIFY ALL SETBAaXs,DNENSONS,AND BEARING BEAMS SHALL BE HE PAAL(AH PSL AS MANUFACTURED AY
POINTS PRIOR TO FARMICATXX MA7ia N ALLOWAAE TRUS JOIST. MATERIALS,MANUFACTURE.AND QUALITY
DETUCTIONS SHALL RE AS FOLLOWS: CONTROL SHALL BE PER THE MANUFACTURER WHO SHALL
ULTIMATELY BE RESPONSIBLE FOR THE MANUFACTURE OF
FLOOR TOTAL LOAD SPAN 40 OR 1/2- BR THE PRODUCT. ALL GM AND BRACING SHALL BE PER
FLOOR LIVE LOAD SPAN/4WD OR 1 JY' THE MANUFACTURER.
URRER.
ROOF TOTAL LOAD SPAN 40 OR I-
ROOF LIVE LOAD SPAN/360 OR 1/2' G MOD UM BEW
TRUSSES MALL BE DESIGNED FOR THE SPANS AND CONDITIONS BEAMS SHALL BE 1.9 MICROLLAM LVL AS MMUACTWED BY
SHOWN ON RE PLANS AND SHALL BE FURNISHED AND INSTALLED TRUS JOIST. MATERIALS,MANUFACTURE,AND QUALITY
IN C'OEDRlMA NCE WITH THE MAF4lJFAC1URER'S PUBLISHED CONTROL SHALL BE PER THE MANUFACTURER WO SHALL
SPECIFICATIONS. ALTERATION OF THE TRUSS LAYOUT ULTIMATELY BE RESPONSIBLE FOR THE MANUFACTURE OF
INDICATED ON THE PLANS MAY REQUITE arpww STRUCTURAL THE PRODUCT. ALL BRIDGM TURD BRACING SHALL BE PER
AND FOUNDATION CHANGES,THEREFORE PRIOR APPROVAL BY THE THE MANUFACTURER.
ARCHITECT AND THE STRUCTURAL ENGINEER S REQUIRED.
TRUSSES SHALL NOT BE FIELD ALTERED PRM TO WRITTEN Q alostsmw OEM
APPROVAL OF THE ENG7{EER OF RECORD DESKINING THE
TES BEAMS SHALL BE 1.5E 1W18EASTRAHD LSL(ALL BEAMS
TRUSS CONNECTIONS TO--LOAD BEARING WALLS SHALL BE PER LASS THAN 9-1/2'IN DEPTH SHALL BE 1.3E LSL)AS
THE TYPICAL DETAILS SUDS CUPS SHALL NOT BE USED MANUFACTURED BY TRUS JOIST. MATERIALS,
UNLESS APPROVED BY THE ENGINEER MANUFACTIIRF.AND QUALITY CONTROL SHAH BE PER RE
MANUFACTURER WHO SHALL ULTIMATELY BE RESPONSIBLE
7.4 CA PSO"HARDWARE FOR THE MANUFACTURE OF THE PRODUCT. ALL BRIDGING
AND BRACING SHALL BE PER THE MAMFAcrAwL
A. BOLTS SHALL BE ASTM A-307.
B. WASHERS SHALL BE STANDARD CUT WASHERS OR MALLEABLE 7.9 SWOM
IRON WASHERS.
WOOD tOEOMBERS WARE EVALUATED USD KtX DRIED(KO)OR
C. ALL NAILS SHALL BE CO+BAON WIRE NAILS OR EQUIVALENT SURFACE DIED(SD)LUMBER(HEM-FIR WITH MOISTURE CONTENT
PNEUMATICALLY DRIVEN NAILS (P-NAILS). AA4E30CAN OR - 19%CR LESS} THE FLOOR TO FLOOR COMPRESSION OF SUCH
CANADIAN MANUFACTURER ONLY AS RJDK:ATED BELOW. WOOD MEMBERS(PLATES APO JOISTS TOTALING 15.25)DUE TO
P-NAILS SHALL_BE INSTALLED PER THE MANUFACTURERS A MOISTURE OONTE T CHAI4 E OF NOS WILL BE APPROXIMATELY
GUIDELINES. 3/8 INCHES PER FLOOR ADDITIONAL FLOOR TD FLOOR
COMPRIESSICIN OF WOOD STUNTS DUE TO FULL CO PRfSSroC LOAD
Commoll Nmw WILL.BE APPROXNATELY 1/32 INCHES PER FLOOR. ADDITIONAL
NAILl N, COMPRESSION OF WOW FRAMING MAY OCCUR DUE TO FRAM M
3-1 FRAM
TECHNIQUES AND LOCAL STRESS CdiCENTRA110NS. ALL FULL
Md COW�—0-I62p'PL-MAR.
12d COMMON OA48'P-NAL 3-1!4' FRAMING BUILDING MIGHT ELECTRICAL.MECHANICAL.ANSI PUA19NG
10d CCMMON 0148'P-NAIL 3 FRkWRG SYSTEMS AS WELL AS EXTEE"FINISHES SHOULD BE DESK"
lad COMMON 4148"P-MAL 2-I/2' SHEATINIG TO ACCOMMODATE THESE MOVEMENTS, USE OF WOOD SROS,
_ PLATES Mt AXM WHICH CULL HAVE MOISTURE CONTENT CHANGES
GREATER THAN I=WILL EXPFRt>OE GREATER WMEMFM.
FLOOR ASSEMBLIES UTILIZING DEPTHS GREATER THIN DOSE
O. LAG SCREWS, BLEAR FURIES - SEE ETC. ASSUMED MAY EXPERIENCE GREATER MOVOODM
LOCALIZEDA_HEADERS MAY DPERQE SIMILAR SHHNICAGE AS
E. ANCHORS AND CONNECTORS SHALL BE SMPSON, USP. OR
OTHER IC BO APPROVED.
F. SEE 7AOb FOR ADDITIONAL FEQUTREMENTS RECARONtG
HARDWARE N EXPOSED CONDITIONS
7.10 PRESERVA7IVE 7AFAnUM
SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1703 AND
A. PRESERVATIVE TREATMENTS 1704 OF THE 2006 SC AND ARE REQUIRED DURING THE
SEE ARCH FOR ALL PRESERVATIVE TREATED REOEUENTS AND Fg1OMNG
INR
FINISHES OF EXPOSED AND EXTERIOR TIMBER MEMBERS. A. CONCRETE: (NOT REQUIRED)
ALL EXPOSED FRAMMG LUMBER PLYWOOD, AND DECK B. PIE FOUNDATIONS PER SECTION 1704.8.
MATERIALS SHALL BE PRESSURE TREATED WITH .25//CF
PENTACHLOROPHENOL PER AWPA SPECIFICATION P-5 OR OTHER C. THE TAKING OF STRUCTURAL MASONRY TEST SPECIMENS. THE
APPROVED TREATMENT, ALL CUTTING AND BORING AFTER PLACING OF MASONRY UNITS AND THE PLACEMENT OF
PRESSURE TREATMENT SHALL BE CARED FOR IN ACCORDANCE STRUCTURAL REINFORCEMENT. THE INSPECTION OF GROUT
WITH AWPA SPECIFICATION M-4. SPACE DURING ALL GRWTING OPERATIONS AS REQUIRED FOR
CONTINUOUS INSPECTION PER 16C SECTION 17G4.5 AND TABLES
ACZA PRESERVATIVE TREATMENT SHALL NOT BE PERMITTED 1704.5.1 AND 1704.5.3. FULL MASONRY STRESSES ARE IN USE
EXCEPT WHERE HARDWARE (INCLUDING NAILS) IN CONTACT VOTH
THE TREATED PRODUCT IS COMPOSED ENTIRELY OF STAINLESS D. THE CONSTRUCTION OF THE LATERAL WOOD SYSTEM TO
STEEL MATERIAL STAINLESS STEEL HARDWARE SUBSTITUTED FOR VERIFY APPROPRIATE ELEMENTS, NAILING, HARDWARE
HOG PRODUCTS SHALL MEET OR EXCEED THE STRENGTH AND CONNECTIONS ETC. SHALL HAVE PERIODIC SPECIAL INSPECTION
PERFORMANCE OF THE SUBSTITUTED HOG PRODUCT ORIGINALLY W/EXCEPTION TO WI TYPE SiffARWALLS PER SECTION 1707.3
SPECIFIED.
B. HARDWARE - EXPOSED OR IN CONTACT WITH PRESERVATIVE E. ALL EPDXY DOWELED APPLICATIONS.
TREATED WOOD PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL BE
RESPONSIBLE TO COORDINATE A SCHEDULE OF
1. PROTECTED ENVIRONMENT INSPECTIONS A SUBMIT TOI RED
AND THE
ARCHITECT AND ENGINEER FOR APPROVAL.
ALL HARDWARE (HANGERS. NAILS, BOLTS, LAG SCREWS
FLASHING ETC.-.)SHALL BE HOT-DIP GALVANIZED (HDG) TO A 1&0]MISCELLANEOUS
MINIMUM COATING LEVEL OF G185(1.85 oz/ft2 OF ZINC) WHEN
IN CONTACT WITH PRESERVATIVE TREATED WOOD CONTAINING VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING.
PRODUCTS SUCH AS. BUT NOT LIMITED TC; CCA, ACO, OR CBA PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT
AND G90(0.90 oz/112 OF ZINC)WHEN IN CONTACT WITH SBX. SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO
HOG PRODUCTS SHALL CONFORM TO THE FOLLOWNG ASTM ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL
STANDARDS AS APPLICABLE: ASTM A653, ASTM A123, AND TREATMENT AND DBAENSIOfNS NOT SHOWN. REFER TO
ASTM A153. CONNECTORS AND FASTENERS SHALL BE OF THE MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION
SAME MATERIAL. OF ALL OPENINGS FOR DUCTS PIPES, CONDUITS. ETC., NOT
SHOWN.
2. EXPOSED ENVIRONMENT
ALL HARDWARE (INCLUDING CONNECTORS)IN CONTACT WITH
PRESSURE TREATED WOOD IN AN EXPOSED OR A POTENTIAL TO
BE EXPOSED ENVIRONMENT(HAVING POTENTIAL FOR WIND BLOWN
RAM TO REACH) SHALL BE STAINIXSS STEM
14.01MVW-#L/PO119ER PT"FASMM Lao W9KELLAHM
A MECHANICAL FASTFXERS(PRE-DRILLED ANCHORS} VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING,
PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT
1. TYPICAL MECHAHtTAL ANCHORS WINCH ARE*MAILED SUPPORT AND STIFFNESS ARE INSTALLED. REFER TO
IN CONCRETE SHALL BE AS MANLVACIMED BY THE ARCHITECTURAL PLANS FOR WALL OPENING ARCHITECTURAL
RAIL PING COMIPANY,R C.AND SHAH BE INSTALLED TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO
IN OOI�OMNN�E I1H THE MAM1FACTLW0?S IN AND ELECTRICAL PLANS FOR 512E AND LOCATION
QXaj YES MD PER X=REPORT 05225 OR OF ALL OPENINGS FOR DUCTS, PIPES. CONDUITS, ETC., NOT
APPROVED EOU(LL. SHOWN.
2. A01#SIVE ANC"S SHALL BE OF THE SIZE AND
LENGTH AS CALLED OUT ON THE PLANS USING THE
RAWL POWER FAST'ADHESI%E ANCHORING SYSTEM
PER LOBO REPORT 4514 OR APPROVED EWAL.
ADHESIVE ANCHORS SHALL BE WSTALLED PER THE
MANE FACTURLRS SPEC61CAT"6
B. POWDER DRIVEN FASTENERS
1, TYPICAL POYAFR DRIVEN FASIEN06*OC H ARE
INSTALLED IN CONCRETE OR STEM SHALL BE AS
MMAEACAM BY HLTL INC. NO SHALL 13E
INSTALLED IN CONFORMANCE"THE
MANUFACTURERS GUIDELINES MIL PER ICBO REPORT
#230 OR APPROVED EOUAL
2 ALL FASTENERS SHALL BE OF THE TYPE AND SIZE
REO(ARED TO MAINTAIN THE REARED
PENEWAT 0M5. FASTENERS INSTALLED IN CONCRETE
SHALL BE INSTALLED MHENH THE SPECSIED 28 DAY
COMPRESSIVE STRENGTH OF THE ATE HAS BEEN
OBTAINED.
1 FASTENERS WHICH ARE USED IN PULLOUT CONDITIONS
SHALL BE N014-DESTRUCTIVE LOAD TESTED N
TENSO4 TO(2)TIVIES THE AU.DWABLE LOAD EVERY
(50)FASTENERS.
,H