PMT17-01058 City of Menifee Permit No.: PMT17-01058
29714 HAUN RD. Type: Residential Alteration
.'�^CCEL/_> MENIFEE, CA 92586
MENIFEE Date Issued: 04/12/2017
PERMIT
Site Address: 29957 COOL MEADOW DR, MENIFEE, Parcel Number: 339-401-022
CA 92584 Construction Cost: $2,000.00
Existing use: 1 &2 Family Residence Proposed Use:
Description of REPAIR 6 x 17'SECTION OF EXISTING PROTO II WALL DUE TO DAMAGE FROM CAR ACCIDENT
Work:
Owner Contractor
SUSAN COULTER MARK PEEL CONSTRUCTION INC
29957 COOL MEADOW DRIVE 42580 MORNINGSIDE COURT
MENIFEE, CA 92584 HEMET, CA 92544
Applicant Phone:9512369558
MARK PEEL License Number: 590374
MARK PEEL CONSTRUCTION INC
42580 MORNINGSIDE COURT
HEMET,CA 92544
Fee Description Ott Amount f$1
Building Permit Issuance 1 27.00
Wall/Fence, non-standard 1 133.00
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 6.65
$168.65
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Permit Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuantto the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and D I am exempt from licensure underthe Contractor's State License Law for
Professions Code and my license Is in full force and effect. -7 the following reason:
License Class '�— �. M License No. O -3 1 q By my signature below I acknowledge that,except for my personal residence
Expires 3—
Signature—in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
0 I hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application Is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work for which
this permit Is issued. www.ieginfo-ca.gav/calaw.html.
Policy q Date
❑1 have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below I certify to each of the following:I am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: (� application and the information I have provided is correct.I agree to comply
Carrier .� !ti(}! with all applicable city and county ordinances and state laws relating to
q� building construction.I authorize representatives of this city or county to
Policy R O 3 k Hy^j Expires — enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars($100J or less PROPERTY OWNER OR AUTHORIZED AGENT
❑I certify that in the performance of the work for which this permit is issued,
I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE p
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 of the Labor
Code,I shall forthwith comply wilt/f� Date those provisions. Will the applicant or future building occupant handle hazardous material or a
Applicant_ (n--✓� f �'Z mixture containing a hazardous material equal to or greater that the
amounts�specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE 15 ❑Yes J ".
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the Intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($10D,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelin
CONSTRUCTION LENDING AGENCY ❑Yes UfJo
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit Is issued outer boundary of a school?
(Section 3097 Civil Code) 0 Yes allo
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
1 hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of
Contractors License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning
checkmark(s)I have placed next to the applicable R hazardous material reporting.em(s)(Section 7031.5 Dyes e'No
Business and Professions Code).Any city or county that requires a permit to Date ( �'L /7
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER AUTHORIZED AGENT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRPI
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Code)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to be work
that disturbs
-certlfied firms and comply with
than
Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500), managers who do the paint-disturbing work themselves or through their
❑I,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eov/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Cade,The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. 0 No EPA Lead-Safe Certified Firm is required for this project because:
❑1,as ownerof the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP
Acknowledgement.
& SAFETY PERMIT/PLAN CHECK APPLICATION
Menifee
DATE I ( PERMIT/PLAN CHECK NUMBER
TYPE: O COMMERCIAL #'RESIDENTIAL O MULTI-FAMILY O MOBILE HOME O POOL/SPA OSIGN
SUBTYPE: G'ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL
O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK
1 �1GItYof Menitee
p _
PROJECTADDRESS �1 Cool e"OWS P— 9affm
Building & Safety Dep .
ASSESSOR'S PARCEL NUMBER -0JN- MI- 6ap LOT TRACT
OWNER NAMEq (A vi C U r
ed
ADDRESS �Z (cIS� C06( G B OW5 � ���`��
PHONE 04;?) 70N 'g EMAIL Q1.r C,,V]K.
APPLICANT NAME xft&vk 'Q
ADDRESS if S f19 l;,' G
PHONE (ySl1 S22 4? 9S 5Eg EMAIL 14 aKK h-V4LI' 101"
, 1
CONTRACTOR'S NAME /vGL !rk OWNER BUILDER? O YES NO
BUSINESS NAME 6kY-IL,,� -0-1
ADDRESS L1Z6-%V AjkDrh 1 t cte Cil
PHONE (161) 9�� 153n EMAIL Murk—tOe4,2 6AV Il • IfOwt
CONTRACTOR'S STATE LIC NUMBER 5'10 37 q LICENSE CLASSIFICATION !S- X-z
VALUATION$ g,OOy SO FT I Z) L SQ' F/T 1 �p
APPLICANT'S SIGNATURE DATE 1-7
DEPARTMENT DISTRIBUTION 1 CITY OF MENIFEE BUS SS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE /�� PAIDAMOUNT
AMOUNT w OCASH OCHECKq CREDIT CARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT OCASH 0CHECK# OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO OIL NUMBER NOTARIZED LETTER O YES O NO
City of Menifee Building& Safety Department 29714 Houn Rd. Menifee, CA 92586 951-672-6777
www.ci tyo fineni fee,us Inspection Request Line 951-246-6213
Buildin gfa�
glfee
tY Dept.
APR 1 1 2017
Received
o
c)
Ho c,� 5� C
i
r_
kliY F MENIFEE
BUILDING AND SAFE DEPART ENT
PLt+N APPROVAL
REVIEWED BY Aii
T
*Approval of these plans shall not be construed to be a pe it for,or an
I tion of any provisions of the eral ate or city
0 regulations and ordinances. This set of approved plans must be kept on the
COC) /1��(�—�C .�5 lobROI completion.
City of Menifee
ENIFE 'g Building and Safety Department
29714 Haun Rd
i Menifee, CA 92584
Date: 4/11/2017
PMT17-01058
29957 Cool Meadow Dr.
Proto II wall repair
Per the note on the S0.2 detail sheet, the repairs assume no damage has occurred to the
footing, tension rods, plates, nuts, and direct tension indicators.
If any damage is verified during inspection to any of the components listed in the notes,
those items will need to be addressed by the engineer of record prior to proceeding with any
work.
d Bilo
Tod` -y'
Plans Examiner I City of Menifee
tbilo@cityofmenifee.us
951-723-3731
FURRING AND SAFETY DEPARTMENT
PLAN APPROVAL
REVIEWED BY
DATE
*Approval of these plans shall not be construed to be a permit for,or an
approval of,any violation of any provisions of the federal,state or city
regulations and ordinances. This set of approved plans must be kept on the
jobsite until completion.
Page 1 of 1
RIMROCKENGINEERING
MEMORANDUM City of Menifee
Building & Safety Dept.
APR 1 1 2017
Date: 11-Apr-17
To: Gary Otto
Company: Proto 11 Received
CC:
From: Todd Majeroni, PE (� CwDCG,clS �ymY
Project Number: 17-207 UP
Project Name: 29957 Cool Meadows Dr
IlIl
Sheets: 3 �3'
-
(ImIuding this sheet)
It has come to our attention that a portion of an existing 6'-0"max Proto-ll fence wall was impacted by a vehicle. It is also
our understanding that the existing rods and footing have not been damaged.Refer to the attached detail for the repair.
Please contact our office with any questions or concerns.
vErltGE
DING AND SAFETY DEPARTMENT
i%n4 A1=PROVAL �
REVIEWED BY TE
".Approval of these plans shall not be construed to be a permit for,or an
approval of,any violation of any provisions of the federal,state or dty
regulations and ordinances, This set of approved plans must be kept on the
jobsite until completion.
9030 W. GHEYENNE AVE.. SVITE 210, LYS VEG.., NV 89129 - PHONE: (702) 83B-5311 - F..: (702) 838-5339
PROTO II11
REINFORCING SHALL BE 9 GAGE 1. PROTO II HARDWARE IS DEFINED AS: TENSION RODS,
cR WIRE AND CONFORM TO ASTM A82 BEARING PLATES, COUPLERS, NUTS, ALL THREADS,
LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT DTI, PLASTIC SADDLES. ALL OF THIS HARDWARE
REINFORCING ONE FULL CROSS SQUARE (6" SWILL BE SUPPLIED BY ONLY AN APPROVED PROTO
MINIMUM LAP). HORIZONTAL REINF SHALL BE II LICENSEE TO THE CERTIFIED INSTALLER. POST
HOT-DIPPED GALVANIZED OR APPROVED EQUIVALENT. TENSION RODS SHALL BE 7/16' DIAMETER W 1/2'
ROLL THREADS CONFORMING TO ASTM A641 FOO
CONVENTIONAL MASONRY KS6 ANDTHR HAVG STEEL
CHEMISTRY
HEMIS PUSHED AT I DING
1. HOLLOW, NORMAL-WEIGHT, LOAD BEARING PRECISION DAMAGE TO THE POST TENSION ROD. AREA OF
CONCRETE MASONRY UNITS (CMU 1 SHALL CONFORM TENSION ROD=.1503 SQ IN. BEARING PLATES ARE
TO ASTM C 90,OF CMU SHALL BE 000 PIMUM SI.ALL BLOCKS SHALL SHALL ENGTH F4PROT THICK
II(WYALLDFOR)WDTHS. 1/2" COUPLERS TYPICAL
TOP
BE PLACED IN RUNNING BOND CONSTRUCTION, LINO SHALL BE PER ASTIR A563 GRADE A, AND THE
W/ ALL VERTICAL CELLS IN ALIGNMENT. COUPLER NUT MUST FULLY ENGAGE THE UPPER
AND LOWER ROD. FULLY ENGAGED AS DEFINED AS
2. GROUT SHALL CONFORM TO ASTM C476. MINIMUM 1/2" MIN INTO COUPLER. 1/2" NUTS ARE TO BE
GROUT COMPRESSIVE STRENGTH EQUALS OR GRADE B, PER ASTM A325. 1/2' ALL THREADS PER
EXCEEDS F"M BUT NOT LESS THAN 2000 PSI. HOLD ASTM A307, GRADE 60. DTI IS MFR'D ASTM F959.
DOWN GROUT 1-1 2" BELOW TOP OF BLOCK AT PLASTIC REBAR SADDLES ARE NON-SrRUCTURAL
GROUT LIFT JOINTS
2. PROVIDE CONT FULL HEIGHT RODS W/ MIN OF 3"
3. MORTAR SHALL CONFORM TO ASTM C270 & CBC "L' HOOK W/ 1�2" NUT AT END OF TENSION ROD
2103, TYPE S, 20DO PSI MIN. MORTAR MUST BE A INTO FOOTING P R APPLICABLE DETAIL SECTION AND
MIN OF 4 HOURS OLD PRIOR TO INFAL AT CONTROL JOINTS PER TYP DETAIL. AT
TENSIONING. CONTRACTOR'S OPTION RODS MAY BE STABBED INTO
WET CONCRETE OR TIED INTO PLACE.
Iy 4. NET AREA COMPRESSIVE STRENGTH OF MASONRY
SHALL BE (F'M) 2000 PSI MIN, PER THE UNIT 3. IN LIEU OF FULL HEIGHT RODS, CONTRACTOR MAY
STRENGTH fJETHOD, FOR POST-TENSIONED MASONRY USE SHORTER RODS, 1/2- COUPLERS AND
DESIGN AND 1500 PSI MIN, PER THE UNIT STRAIGHT RODS THREADED BOTH ENDS FOR
STRENGTH METHOD, FOR CONVENTIONAL MASONRY ADDITIONAL UFTS. NO COUPLERS MAY OCCUR
< DESIGN. DIRECTLY BELOW AND IN CONTACT W/ THE BEARING
PLATE. NO BOND BEAM BLOCK MAY BE USED AT
5. THICKNESS OF BED JOINTS SHALL NOT EXCEED 5/8". PLATE/TENSION LOCATION.
6. GROUT SOLID ALL CONVENTIONALLY REINFORCED 4. A PROTO II DTI SHALL BE INSTALLED AT EVERY
o CELLS BELOW GRADE. NUrTENSION ROD W/ THE on�TABS"WEEN THE FAC FACING UIPGA�NST ND
THE
7. MASONRY CONSTRUCTION, INCLUDING BUT NOT BOTTOM OF THE NUT. THE SPECIAL DEPUTY
UNITED TO PREPARATION, ERECTION, INSPECTION REWIRED AT TIME OF FINAL
REINFORCEMENT INSTALLATION AND GROUT TENSIONING BY A DEPUTY INSPECTOR SHALL VERIFY
PLACEMENT SHALL COMPLY WITH CBC SECTION FINAL TENSIONING TO 6,000 LEIS BY 1 OF 2
a 2104 AND W/ ACI 530.1. METHODS; METHOD 1: VISUAL INSPECTION OF on,
3 TABS FACING UP AND COLLAPSED AGAINST NUT W
DAMPPROOF ALL CMU IN CONTACT W/ SOIL PER NO UGHT LEAKAGE BETWEEN THE PROTO II DTI D
CBC SECTION 1805. BOTTOM OF NUT. METHOD 2: USE OF A CALIBRATED
TORQUE WRENCH TORQUED TO 55 FT-LBS. (DTI
k 9. TONGUE AND GROOVE CMU MAY BE USED AT FENCE MUST STILL BE PLACED WITH METHOD 2. NO VISUAL
5 WALLS. INSPECTION OF DTI REQUIRED WHEN USING METHOD
2). INSPECTOR SHALL OBSERVE THE USE OF
p THREAD LUBRICANT, E.POSITION,AF PLIppT��ON is
BLOCK, AND INTEGR OF MORT JbVPLtATI oif��
ADDITION, THE INSTA��L�RPR SHALL PROVIDE A�7S(�IG�Ny�ED
REPORT 10 ALL APPffi MASONRY DESIGN SpT0.Sfiq�'LON�Etlb ERE
V SAFETY DEPARTMENT
'o INSPECTION. �rr��rr��pp��������
a 5. VERTICAL CONTROL ,I�OINTS�TN IB@'P�IQEOYL�A1IO L
36'-0' O.C. IN ALL NON-STUCCOED WALLS AND
20'-0" O.C. IN STUCCOED WALLS W/ CLEAN
D VERTICAL BREAK OF ALL MATERIALS.
0
6. CONCRETE AT f00T1 NQJf0FRF8J
m HOURS OLD, CMU B kk--MMKKJJ 6B 77
5 DAYS OLD, & MORTAR SHALL BE A MIN OF 24 HRS E
z OLD PRIOR TO FINAL TENSIONING.
r
#Approval of these plans shall not be construed to be a permit for,or an
approval of,any violation of any provisions of the federal,state or city
regulations and ordinances.This set of approved plans must be kept on the
jobsite until completion.
SEAL:
E
PROJECT: 29957 COOL MEADOWS DR ;c`��o° ✓F�a ��'
MENIFEE,CA 2 IZ
9
TITLE. GENERAL STRUCTURAL NOTES a No. C', ti
v REV DESCRIPTION DATE
PROTO-16 WALL SYSTEMS [DATE:04N-207 sT civic
RIMRCICKENGINEERING 41800 CASCADES COURT ATTN:GARY OTTO PROJND.: gTFOf, F���
v 9030 W.CHEYENNE AVE,,STE 210 TEMECULA,CA 92591 PHW1Q 6943793 SHEET' CALF
F LAS VEGAS,NV 89129 1NWVVPROTO2COM GARYO O PROTOILCOM
PH:702-83&5311 0.6.PATENTED 5]61.931.&6431.79].87.1 W 653.66.632MB.]./$l8]0.6],W1.bi 04-10-17
PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS
KEYN
3 � WALL REPAIR ASSUMES NO DAMAGE TO EXISTING FOOTING,
5 1. POST TENSION ROD EXISTING TENSION RODS. PLATES NLRE AND DIRECT TENSION INDICATORS
2, NUT KEYN
/ 3. DTI
O I. POST TENSION ROD. LEAVE
4. BEARING TOP PLATE EXISTING RODS IN PLACE.
2 STRAIGHTEN AS REQ'D
5. COLLAPSIBLE TABS
2. HORIZONTAL JOINT REINFORCING
6. MIN TENSION TO BE 6,000 LEIS LOAD PER GSN. PLACE IN FIRST TWO
PROTO-II AND CONFIRMED BY ONE OF 1W0 JOINTS BELOW PLATE WASHER
METHODS PER NOTES "B" AND "C" i AND 2'-0'O.C. THEREAFTER
BELOW EO ED UNTIL THE TOP OF FOOTING IS
PLAN A REACHED
7. AFTER TENSION INSPECTION, PLACE 3
2 MORTAR MOUND OVER THE TOP OF " 3. 3" MORTAR COVER AROUND
3 ROD/PLATE/NUT LOCATION BLOCK 7o COUPLER AND/OR POST
TENSI
B. OPT CAP BLOCK OE ED ROD AT FIRST
0 R
9. CONTINUOUS HORIZONTAL JOINT 1 4. EXISTING UN-DAMAGED FOOTING.
REINFORCING PER GSN " LEAVE IN PLACE
4 10. CENTER WEB OR END FACE SHELL BELOWTt
N016
1 11. STEEL PLATE SIZES. A REFER TO GSN AND TYPICAL
A. 4" PROTO II: 1//43"x6" DETAILS FOR ADDITIONAL
8. 4' SLUMP PROTO II, 1/4'x2-1/2'x6" 3 f REQUIREMENTS AND EMS
6 C. fi" PROTO-II 1/4"x4 1//2"x6" _ SHOWN BUT NOT NOTED
D. fi" SLUMP PROfIO II: 1/4'x4"x6" L�
0 1 E. 8" PROTO-I: 1/4"x6-iiiiii/2"x8" I- B. RACK IMPACT AREA DOWN TO
STEEL PLATE TO BE PLACE6 AT THE FOOTING & REPLACE ANY
LY) SWRON, EDGE OF THE CELL SO THAT THE PLATE DAMAGED BLOCK
c BEARS FULLY ON THREE SIDES 4 C. REMOVE ANY IXISTING MORTAR
8 12. DO NOT USE BOND BEAM BLOCK AT FROM NON-DAMAGED BLOCK
Y BEARING PLATE LOCATIONS
p - 7 D. RE-BUILD WALL PLUMB & LEVEL
E. REBUILD W/ FRESH MORTAR
4 11 A. PROTO-II DTI TO BE USED AT EACH
y 1 TENSION ROD, TABS FACING UP AGAINST F. RE-PLATE AND RE-TENSION DTI
x 9 BOTTOM OF 1./2" NUT AND TABS PER TYP DETAIL
COLLAPSED TO ACHIEVE TENSION (NO
UGM PASSES BETWEEN BOT OF ISLIT AND G. AS REQ'D, USE NEW PROTO-II
o DTI) HARDWARE AS INVENTORIED BY
ANGELUS BLOCK CO.
B. AS ALTERNATE TO VISUAL INSPECTION OF
a TABS; INSPECTION OF NUT TO��RRQUE MAY tT.i q� C H. PROVIDE SPECIAL DEPUTY
BE TORQUEEVED WRENCH. TORQUEY USE OF CNUTSEO065uJ NIENIFEE PROVIDEINSPECTION OF TENSION REPORT TO
o FT-LBS. DTI STILL MUST BE CP�LA,C1JEDNTON CITY, BUILDER OWNER, AND
S SRO IS US
EE GSN FIOR A D'QLUNFOEN itftDING AND SAFETY DEPARTPII'EN�T
3
X C. DEPUTY INSPECTOR SHALL PERFARMIAI App CAL PROTO II FENCE WALL REPAIR
VISUAL INSPECTION 70 CONFIRM �NE'D�
IS COLLAPSED W/ NO LIGHT LEAKS NO $GALE
& BETWEEN THE TABS AND BOTTOM OF NUT
p D. INSTALLER MUST HAVE SPECIA
m INSPECTION OF TENSIONING PI'EWED BY //
IS PERFORMED BY ONE OF THE MIT'
METHODS NOTED ABOVE. SPECIAL '/DATE
z M PLAN INSPECTOR TO PROVIDE A COMPLETED
i REPORT TO LISTED PARTIES
a
TYPICAL TOP OF PROTO II WALL `Approval of these plans shall not be construed to be a permit for,or an
i
NO SCALE f,any violation of any provisions of the federal,state or city
regulations and ordinances. This set of approved plans must be kept on the
jobsite until completion. r SEAL:
f
s
PROJECT: 29957 COOL MEADOWS DR o� o
MENIFEE,CA — Z Z
r REVM DESCRIPTION DATE TITLE: TYP DETAILS
It! No. C69616 z
DATE:04-10-17 T CI v ll- \
5x� PROTO-IITM WALL SYSTEMS PROD N4-0-17
y R90 0 W.CHEYE NE AVE.,STE 210 IMROCKENGINEERINI 41TEMEDDLA.CA 92597800 CASCADES RT PH#N((951ARfi94 3 903 SHEET: C OF CAL1`O
E LASVEGAS.NV89129 4WANYPROT02.COM GARYOTTO@PROTOII.COM SO.Z
PH:702A38-5311 US.PATENTEO .M.921.68.101.]9},d],I68A52.d6632019.}<6lB}O d}16LI6] 04-10-17
PROTO-II WALL SYSTEMS MAY ONLY BE INSTALLED BY APPROVED AND CERTIFIED INSTALLERS