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15128 (SFD)� ye Building Address 47-524 V Owner --A._ 4 P.O. BOX 1504 78-495 CALLE TAMPICO. Dntana . LA OUINTA, CALIFORNIA 92253 Address 15" I?eaert Falls orive E. City Zip Tel. ..Palin Reser - 92211 340.3522 Contractor Manners Construction Address same as above City Zip State Lic. city.•i- B. Classif.1648053ii Lic.`#' 2579 Arch., Engr.," ' Designer iiohn Walling No. 15`128 UILDING: TYPE CONST. OCC: GRP. R3 .P. Number C17-.O9n-fld2 egal Description ' ^4- 271qranh 96,1 r roject Description` Sq. Ft. Size . New X Address- Tel. 45-790. Club Drive 3€0-0250 City Izip State pool I hereby affirm✓that 1 am j 7000) of Dividion.3 of the I Ott effect. ­4i, i• -/ tic. # 67424 CONTRACTOR'S DECLARATION under provisions of Chapter 9 (commencing with Section . and Professions C de, and my license is -in full force and. �/ Aft X �� DATE " OWNER -BUILDER DECLARATION - I hereby affirm that I am exempt from the Contractor's License Law for the following reason: ,(Sec. 7031.5,8usiress and Prolessions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to % a signed statement that he is.licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption.' Any violation of Section 7031.5 by,'any applicant for a permit subjects the applicant to_a civil penalty of not more than five hundred dollars ($500)., . ❑ I,"as owner of the properly, 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, Buisness and Professions.Code: The Ccotractor's License Law does not apply to an owner of property who builds or inproves thereon and who does such work himselfor through his own employees, • provided that suchiirprovements are not intended or offered for sale. If, however, the building or improvement is. sold within one year of completion, the owner -builder will have the. burden or proving that he did not build or improve for the purpose of sale.) ❑ I, as owner of the properly, am exclusively contracting with licensed contractors to con- struct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who. contracts for `No. ". Stories No. Dw. I nits Add Alter ❑ Repair ❑ 3timated Valuation 174_, 425 + - 00 PERMIT Plan Chk. Dep. D • Plan Chk. Bal. Const. Mech. Electrical^' Plumbing S.M.I. such projects with a contractogs)Ticensed pursuant to the Contractors license Law.) ❑ 1 am exempt under Sec_ R- & P.C. for this reason Grading 2. U.U U- - Driveway Enc. - d Date owner Infrastructure 3-3. + t -Es ].A 1-W IT :Placer;; . U - WORKERS' COMPENSATION DECLARATION I hereby affirm that 1 have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec: 3800, Labor Code.) Policy No. Company Y Copy is filed with the city. O Certified copy ishereby furnished. e TOTAL L% G • 19 CERTIFICATE OF EXEMPTION FROM t _. WORKED' COMPENSATION INSURANCE (This section need not be completed if the pemnit is for one hundred dollars ($100) valuation . ' of less:) - I certify that in the performance of thg work for which this permit is issued; I shall not ' employ any ppeeon in any manner so as to become subject to the Workers' Compensation Laws of Calmf0 Workers'a. REMARKS Date Owner NOTICE TO APPLICANT: ff,- after mWW this Certificate of, Exemption you should become - subject to the Workers' Conwensation provisions of the Labor Code, you must . forthwith • . comply with such provisions or it* permit shall be deemed revoked. ZONE: - BY: ' - " Minimum Setback Distances: Front Setback from Center Line WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE Rear Setback from Rear Pr - ne Side Street Setback frorm" me L Re HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Side Setback from Pro y Li 1-11 DAMAGES AS PROVIDED FOR•IN'SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. This is a building permit when property filled out, signed and.validated, and is subject to expiration if work thereunder is suspended for 160 days.. FINAL DATE , ` % AA IN ECTQR� 'y /J7 �` . I certify that I have read this application and state that the above information is correct. I agree to comply with all city'and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this' city to enter - the above-. mentioned property for inspection purposes. Issued by: Validated by: Date Peimit �9(` v ' Signature of applicant - Date t Mailing Address Validation: City, State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBINV 1ST FL. SO. FT. ® $ UNITS ' ROUGH PLUMB. BONDING HEATING (ROUGH) YARD SF%KLR SYSTEM 2ND FL. SO. FT. SEWER OR SEPTIC TANK, ROUGH WIRING DUCT WORK lip, POR. SO. FT. ® MOBILEHOME SVC. BAR SINK GAR. SO. FT. ® POWER OUTLET ROOF DRAINS CAR P. SO. FT. GAS (FINAL) TEMP. POLE DRAINAGE PIPING WALL SO. FT. GROUT DRINKING FOUNTAIN, SO. FT. ® FINAL INSP. URINAL ESTIMATED CONSTRUCTION VALUATION $ WATER PIPING NOTE: Not to be used as property tax valuation _$ FLOOR DRAIN MECHANICAL FEES ROOFING9� WATER SOFTENER VENT SYSTEM FAN EVAP.0OOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER VENTILATION GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL SO.FT.GAR ® 3/ac HOUSE SEWER FINISH GRADING FINAL INSPECTION 3 GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING S �, 9 UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADES ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK, ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF.- % GAS (ROUGH) /� METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. FINAL INSP. GRADING ?j 7� cu. yd. $ plus x$ _$ LUMBER GR. FRAMING ROOFING9� t1 0/L„/�/� yr /� t W ��/IX_/ V / J%/'„ REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND �✓ 9v FINISH GRADING FINAL INSPECTION 3 CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL ` RECEIVED DESERT SANDS UNIFIED SCHOOL DISTRICT MAY 2 J 82-879 Highway 111• NOTICE: Indio CA '92201 Document Cannot Be`Duplicated 619-775-3500 FINANCEy���� Date 5/10/95 Type 'of Permit I La Quinta No. 13443 Permit # 4 J Log Owner Name A.. Reider/Mannes Construction.' No. 47-520 Street Via Montana,. City La Quinta' Zip 92253 Study. Area APN # I Tract #F Lot # 0. Square.Footage 12096 Type of Development Single Family Residence No. of units0 Comments Please accept this Cert.# 13443 in place`of Certificate Cert. # 13430 issued to .Reider/Manner Construction for the abnvP address. At the present time,,the Desert Sands Unified School District does not collect fees on garages/carporfs, covered patios/walkways, residential additions under 500 square feet,- detached eet,detached accessory structures or replacement mobilehomes., It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: ' jGI' ,;�i.i�f' r., .. 'l7`\ 1(;t `y}.'�. %n _, t;rl.l r; �l :�;il� 3j� _ .f.: t. (; �'-�i: '1 �..... ... . _....EXEMPTION.NO.T APPLICABLE This certifies that school facility fees imposed pursuant to; Government Code` 53080 in the amount of 1:72 x 2 096 or $ 3,605.12 have been paid'to D.S.U.S.D. for the property -listed above and that building permits and/or'Certificates of Occupancy for ' this square footage in 'this proposed project may now be issued.' Fees Paid By Mannes'Construction-271 'Telephone;.,: 340-3522 Name on the checkx. c� By Dolores A. •Ballesteros Superintendent Fee collected -/exempted by Mary Lo Lopez Payment Received , Signature 'Check No. 1005 .�. .. ...:a.. .,.� _s—r%>:1 is ..i S� ??i }.F,i .r •:•- - ' Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting = - .. , ._ ',,,., «j, 'f• ;, :�.�;...��.r;. .:'� [,�;.tet•..'. .. . - -- AND WHEN RECORDED MAIL TO' Name Mr & Mrs.. Reider., Trustees . Address' 86 Presidio Place city& .Palm Desert, CA 922.60 State SPACE ABOVE THIS LINE FOR RECORDER'S USE TT -100 (Rev.4/9G)S2 GRANT DEED APN No. Title No. 350298-10 Escrow No. 2=18628 THE UNDERSIGNED"GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX is $ 154.00 CITY TAX $ computed on full value of property conveyed, or ❑ computed on full value less value of liens or encumbrances remaining at time of sale, O Unincorporated area: 0 City of LA Q U I N T A and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, WILMA=LA QUINTA L.P., A•DELAWARE•L.IMIT,ED PARTNERSHIP hereby GRANT(s) to . Abe ' Reider and Estelle'Reider, Trustees of the Reider Inter Vivos.Rev. Trust dated 11/14/89 the following:described real property in the County of'- ' •RIVERS IDE State of California: SEE: EXHIBIT ."A ATTACHED W -IL MA -LA QUINTA L.:P. A DELAWARE LIMITED PARTNERSHIP BY: CENTRUM PORT"PAV.ILION LTD., A DEL -AWARE CORPORATION,`AS-GENERAL Dated: Dec.. 22, 1994 PARTNER BY WILMA-SOUTH-MANAGEMENT: CORP. A GE-ORGIA CORPORA.' ONITS ATTORNEY IN FACT State of-Gt0crrr*a & e. o r ,5) i av // ^, Ss. County,of L YJ d b On, a 3 - 1 `( before me, �, �)—� Gc- A) �I � � 013 / t A) G, (here insert name) Notary Public, personally appeared 4_r I e personally known to me (or, proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged, to me all that he/she/they executed the some in-his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(sY or the entity upon behalf of which the persons) acted; executed the instrument. WITNESS my hand and official seal. r Signature VEL affix seal within border wommlegm Explres.March 18. 199 EXHIBIT '-'A PARCEL 1: Lot 271.0f Tract No. 26.152, in the City of ,La'Quinta, County of Riverside, State of'Califrnia,as per map recorded in Book 227, pages 77 through 85 inclusive, of maps ,. in .the 'O.ffice of the County recorder, of said County.. and amended..by Resolution. -No. 91-108, recorde.d.March 26, 1992, a;s Instrument No. 105176, of. Official Records. Excepting therefrom all oil, •gas and other.hydrocarbons'subs.tances lying within and under that portion of said land, lying b elow a depth of 500 feet, measured vertically from. the surface of said land or into that portion of the subsurface thereof, lying below. a. dept.h of 500.feet, mea-su'red vertically from said surface, as reserved in deed recorded August 4, 1993 as Instrument No.' 303830 Official Records. PARCEL 2: A nonexclusive'easement for, ingress, egress, use and.e•njo:yment of the common area as defined in the declaration of Conditions; Covenants`. and :Restrictions, recorded November 27, 1991 as� Instrument No. ,415112.." THIS"CONVEYANCE. IS MADE AND ACCEPTED AND,SAID.PROPERTY Is HEREBY GRANTED UPON A:ND SUBJECT`TO THOSE•CERTAIN DECLARATION OF RES-TRICTIONS RECORDED ON NOVEMBER 27, 1991 AS INSTRUMENT..NO.- 4.15112 OF OF.FIC-TAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, WHICH BY THIS REFERENCE THERETO ARE INCORPO-RATE,D HEREIN AND. MADE PART OF THE GRANT. AS THOU -GH FULLY SET•FORTH AT LENGTH HEREIN. e Rei er,.Trustee Estelle.-Reider, Trustee Robert S.Ritchey Robert S. Ritchey, Architecture & Planning '42-575 Melanie Place Palm Desert CA 92260: Monday, July 31, 1995 Mark Harold Building Inspector II City of La Quinta %�l�jr/UIA 78-105 Calle Estado La Quinta, CA 92253 Dear Mark: Regarding : Lake La Quinta, on water ('Br -plan) lot no. 220, Block. residence. Letter.for substantial�conformance,.of structural. framing ,— Please note the following I have completed several observations of the above project and have found the structural framing to be insubstantial conformance with the plans and specifications. At the time of my observations the following items still needed to be completed. 1. Installation of a plywood transferpanel between the bottom chord of a drag truss at the laundry room and the shear wall top chord below. This wall is a low volume wall and the plywood transfer with typical 626x12 8d nailing will be adequate. 2. Installation of plywood truss blocking .between trusses at `rear family roomAivina room -bear ing wall and at main entry wall for the full length of the wall. The symbol "A" for a 6x6 post at some location have been substituted with dbl 2x6 trimmers. This is acceptable at the angled corners where the dining room and breakfast nook occur. Where there is not a bearing header or beam calling for the "A" symbol the use of dbl 2x6 trimmers is acceptable. All other locations showing the "A" symbol must be 6x6 posts, u.o.n.. Sincer , DEC 3 .1 1995r 9 5 W E D D '1 G_t P.'_'r=t•5'a TRitt`;iFE WASK p`:I4 NOT FEOUIFE6 HT I • r XN510N �''[1SLTT1MTT/. IPA TRAN'l NOT -JjIREWfCLF MTT22 and H1722 aro single -piece formed tension ties MTT288 ; no rivets, and a'4 -ply formed seat which won't unfold during'. - „ .• �e y>, loading. No washers are required, G.S. Patent 4,744,192 Ideal for retrofit or new construction projects, tension tion provide high strength, Post -pour, Concreto-to-wood connoctions. L.T'T20S r The LTT19 Light Tension Tie Is designed for 2x joists or, (LTt'20 purlins, the LTT20 is for,nall-on applications, and the LTTPOB sin?ilar) / Is for nail or bolt -on applicatlons. The 3" nail spacing makos the LTT20 and LTT205 suitable for wood f -Joists if 10d f O 1 commons are substituted for the specified ,A6d's• /" /� y'� ,�' Use the MTT288 Medium Tension Tie for a heavier connection. MATtRIAL: See table' C> FINISH: Galvanized: MTT286'may be ordered HDG; chock •' lactory for availability, ,. INSTALLATION; • Use all specified fasteners,' , ' See General Notes. r \ �+a . ■ Use the specified number and type of nails to attach +3' �7 • r _ the strap portion to the bottomr i 0 side of purlin Or. beam (minimum 4x member, " except LTT1 the base to the wall or foundation with a suitable, anchor; Soo table for the required bolt dr'amotor, , ■ The MTT22 and HTT22 can have a maximum oft -30t n of 2" from tho.stud face to the conterline of the vMr anchor bolt. , Patr.nt a • Do not install tension ties raised off the mudsill. ' pending - ), • See Epo:iy-Tie Adhesive System, page 14 for r y+; tested, load -rated epoxies, /// Typ;cal a'"y' CODES: SQCA, ICBp, S9CC1 N fV+TTM ,i, o, NER•393: City of LA No. MTT22 Installation ' RR 24818 (LTT series and MTT28B), ' (H7722 similar) as a Holdown MATERIAL DIMENSIONS FASTENERS ALLOWABLE DEFLECTION MODEL AVG UPLIFT AT HIGHEST , N0, . _.. ULT LOADS�1�- ALLOWABLE STRAP PLATE , W L ANCHOR NAILS - 80LT3, UPLIFT DESIGN` ' BOLTS OT�DIA NAILS BOLTS LOAD, 1 ' LTTtg 16ga '39a t3ii 19'�e ai4 8`16d SINKERS. 4250 12051. -0.092 i 1 LTT20 _ 12 ga . 3 ga p 20_ +� -1w0.16d `_ — 8333 1750 -- 0.2e i ' LTT208 12 g0 ' 3 ga 2 20 3i4 1 D -16d , ; 2", +� i9 — .. o e _._._� „ 8733 1750 1220 0.164 }� MTT22 12 ga 2 /s 21 /+e h 30 16d SINKERS -- — 13000 4800 — 0.087_ 11 _ IIII•. HTT22 11 ga' 2'4- 21si,e _ die _ 32.16d SINKERS — — 13150 5250 0.087 M1`f28B 12gd •7ga 2'i+o 2Tti,o ,a/4 2416d - 4 '�_.. —4ti55 2150 .--0.125., - -- , - • t, Allowable loads lot MTT and HTT aro based on the lower of the 1991 NDS v 4,'Allowabfedoads have boon increased 331% fastener values or the ultimata load on a steel fest )fg divided by 2.5. for wind or earthquake loading with no runner U` J; Typical LTT19 2.16d sinkers (9 ga x 31i4:') or 10d commons may be substituted for the increase allowed, w - ,• Instal4ition • specified 16d commons at 0,85 of the table loads. 5. Bolt values are based on a minlmum lumber (LTT20 similar) �. 3:The dGSlpnef must specify anchor bolt type, length and embedment, thickness of 116", t �--- RIP6int , 6' 4 Heavy steel plate fits on the outside of masonry buildings – and helps Ile the walls to the roof or floor structure with a 3i4", diameter bolt: ,} Typical R156 Installation 1 • � 1a aMATERIAL; 3/9' stool FINISH; Simpson gray paint, Optional hot dipped galvanized finish; Soo Corrocton 1`103ta1`160page 5 arid RP6 ~~ 6' specify HDG. } G ; INSTALLATION: Use a,,-4' diameter red.RA 1, 20 ,,ylpn Pia iMr ON STRONGSMcCOMFANY.MC, 2— 9 S w E n _ 0 y ET1.7KT COR14ER INSTALLATION ET22 (ET22C similar) GRILL MINIMUM STUD BIT EMBEDMENT SPACING EDGE DIA DIA I DLPTH DIST I 3'.9 412 0% -„ 5 7'iA 33/4 C ' ��',� rz;. 1:8:'1 ., ,�• .. F _ 0 4 APHESIVIESYSTEJN Epoxies offer stronger bonding, Shorter cure time and less hydrolization than other types of resin anchors. The ET Is a low cost, high performance epoxy that provides excellent bonding and requires less curing time, Two different formulas are available; for concrete temperatures 25''F -45°F (ET220), and for those greater thin 40°F (ET22), ST is supplied in 22 fl, oz. cartridges or 1.7 fl. oz. kits. Order dispensing tools, mixing nozzles and screens (for installation Into brick or masonry) separately. FEATURES: ■ Easy mixing and reliability: resin and hardener mix automatically In the disposable static mixing nozzle, eliminating Inconsistent performance. • Easy to use: gel consistency allows horizontal and vertical use. a Reduced shrinkage: shrinkage during cure is from 1 to 2%. a Moisture resistant ET Is a chemical anchor that is resimant to hydrolization. a Corrosion protection: ET compound seals the holo and encapsulates the embedded portion of the threaded rod. ■ Visible supply levet. the transparent measuring gau90 allows for easy dispensing. INSTALLATION: a ET may be Installed In concrete, brick or masonry Check for proper mixture, a uniform gray color, before using. ET will not form an adhesive bond when dispensed as black or white. m Request Form F -ET 8194 for full Installation Instructions, set and cure Schedules, and load information. CODES: ICBG # 4945; City of L,A, Nos. RR 25120, 25185 (ET22). TENSILE _ic C 2500_ fc 4500 ET2 _2 ET22C ET22 ET 7220 2220.1550 2895 1575 2595_ 2700 4310 2715 4375 4010 6170 4865 LOADS _ ALLOWABLE BASED ON BASED ON STEELSTRENGTH BOND STRENGTH A 307 A 193 Gr. 87 f C = 2500 ft. = 3000 fc a 4' SAE 1018) (SAE 41401 ET22 ET220 ETZ 2080 4580 11020 1750 102 3730 8210 241ST3375 _241 5870 12910 3485_I 2965 348'. 'I, i W14 1 9� 5 6970 7040 7325 7040 6490 18680 6480 4380 6480 t0'/2 L 5'hl -6005 8290 10640 9265 12000 _26400 6240 7275 W/A 10450 8875 12400 9480 15700 34$00 7185 7275 I A!loman!c !0805 for Dona ,trongth aro basad 2, Table voluo5 aro for anchor installed at the specified spacing and edge distances, on a tactor of safely of lour on the average Spacing and odgo dl stances may be reduced using linoar Interpolation, ,Iltimalo load. They may not be Increasod for Eg; 1/2" dia, boll in 2500 psi concrete Inslallod 2" from edge . 2595 x 2131/4 . 1597 Ibs, bail curnGon. AIIO'83ble load must be the Use multiple reduction factors It necessary. lessor of the bond or steel strength. _ _..._... _ . �j RETROFIT FB DOLT 6720 :AR LOADS 1 BASED ON ! STEEL STRENGTH A 307 A 193 Gr. B7 I (SAE 1016) (SAE 4140) 1040 2290 1870 I 4110 2940 6460 4250 � 9310 s000 lzaoo 7200 .7820 17200 3. The anchors cannot be used to resist pullout forces in ovorhoad and wall installations. unless proper consideration is given to fire condilions. Naw! RF8s are pro -cut threaded rod, supplied with nut and washer. May be ordered in bulk, Use with the Epoxy -Tie to anchor connectors in existing concrete and masonry. Offers a complete engineered anchoring system when used with the Epoxy -Tie, inspection is easy as the bolt hQ J is stamped, with the rod length and "No Equal" symbol for Identification after inztallatlon. INSTALLATION: * Request F•RFB2 for Installation notes. See chart for size required and cempatlble Simpson products, 14 A 4)Pv1'9r,r v&l S11JPSpN STRCNC TI; CQMPANY, INC t. Maximum anchor load IS 4040 IDS. MODELL I STUD I STEM MIN A TENSILELE STUD EDGE CORNER MALL EMBED 0!A, I DIST DISTANCE WIDTH DEPTH LOAD I I to = 2000 ET22) '• , ! " , 5 8 9 I 2680 FAP; FJA; FSA LTT20 I 4040_ 7 1 " 5 8 1214 4250 s/e 3'/2 ABA46, 66, 40R, GGR; GRILL MINIMUM STUD BIT EMBEDMENT SPACING EDGE DIA DIA I DLPTH DIST I 3'.9 412 0% -„ 5 7'iA 33/4 C ' ��',� rz;. 1:8:'1 ., ,�• .. F _ 0 4 APHESIVIESYSTEJN Epoxies offer stronger bonding, Shorter cure time and less hydrolization than other types of resin anchors. The ET Is a low cost, high performance epoxy that provides excellent bonding and requires less curing time, Two different formulas are available; for concrete temperatures 25''F -45°F (ET220), and for those greater thin 40°F (ET22), ST is supplied in 22 fl, oz. cartridges or 1.7 fl. oz. kits. Order dispensing tools, mixing nozzles and screens (for installation Into brick or masonry) separately. FEATURES: ■ Easy mixing and reliability: resin and hardener mix automatically In the disposable static mixing nozzle, eliminating Inconsistent performance. • Easy to use: gel consistency allows horizontal and vertical use. a Reduced shrinkage: shrinkage during cure is from 1 to 2%. a Moisture resistant ET Is a chemical anchor that is resimant to hydrolization. a Corrosion protection: ET compound seals the holo and encapsulates the embedded portion of the threaded rod. ■ Visible supply levet. the transparent measuring gau90 allows for easy dispensing. INSTALLATION: a ET may be Installed In concrete, brick or masonry Check for proper mixture, a uniform gray color, before using. ET will not form an adhesive bond when dispensed as black or white. m Request Form F -ET 8194 for full Installation Instructions, set and cure Schedules, and load information. CODES: ICBG # 4945; City of L,A, Nos. RR 25120, 25185 (ET22). TENSILE _ic C 2500_ fc 4500 ET2 _2 ET22C ET22 ET 7220 2220.1550 2895 1575 2595_ 2700 4310 2715 4375 4010 6170 4865 LOADS _ ALLOWABLE BASED ON BASED ON STEELSTRENGTH BOND STRENGTH A 307 A 193 Gr. 87 f C = 2500 ft. = 3000 fc a 4' SAE 1018) (SAE 41401 ET22 ET220 ETZ 2080 4580 11020 1750 102 3730 8210 241ST3375 _241 5870 12910 3485_I 2965 348'. 'I, i W14 1 9� 5 6970 7040 7325 7040 6490 18680 6480 4380 6480 t0'/2 L 5'hl -6005 8290 10640 9265 12000 _26400 6240 7275 W/A 10450 8875 12400 9480 15700 34$00 7185 7275 I A!loman!c !0805 for Dona ,trongth aro basad 2, Table voluo5 aro for anchor installed at the specified spacing and edge distances, on a tactor of safely of lour on the average Spacing and odgo dl stances may be reduced using linoar Interpolation, ,Iltimalo load. They may not be Increasod for Eg; 1/2" dia, boll in 2500 psi concrete Inslallod 2" from edge . 2595 x 2131/4 . 1597 Ibs, bail curnGon. AIIO'83ble load must be the Use multiple reduction factors It necessary. lessor of the bond or steel strength. _ _..._... _ . �j RETROFIT FB DOLT 6720 :AR LOADS 1 BASED ON ! STEEL STRENGTH A 307 A 193 Gr. B7 I (SAE 1016) (SAE 4140) 1040 2290 1870 I 4110 2940 6460 4250 � 9310 s000 lzaoo 7200 .7820 17200 3. The anchors cannot be used to resist pullout forces in ovorhoad and wall installations. unless proper consideration is given to fire condilions. Naw! RF8s are pro -cut threaded rod, supplied with nut and washer. May be ordered in bulk, Use with the Epoxy -Tie to anchor connectors in existing concrete and masonry. Offers a complete engineered anchoring system when used with the Epoxy -Tie, inspection is easy as the bolt hQ J is stamped, with the rod length and "No Equal" symbol for Identification after inztallatlon. INSTALLATION: * Request F•RFB2 for Installation notes. See chart for size required and cempatlble Simpson products, 14 A 4)Pv1'9r,r v&l S11JPSpN STRCNC TI; CQMPANY, INC t. Maximum anchor load IS 4040 IDS. MODELL STUD EMBEDM. ..�. COMPATIBLE N0. I DIA, DEPTH PRODUCTS_ AB44, 46. 66. 44R. �1 RFBA4X5 5 1/2 31/2 46R, 66171; ABA44, �4y4 44R, ABE44, 44R FA6, 8, HFA6, 8: RFB#4X6 6 FAP; FJA; FSA LTT20 RFB1t4X7 - 7 1/2 41/4 RFf3f✓5X5 S s/e 3'/2 ABA46, 66, 40R, GGR; ASE46, 66, 4GR, 601 RFBfr5X161 16 s/s 12 H02A, 5A; MTT22: HTT22 I RFB#GX1o.5 101/2 .3/i. 63/4 — LTT19; MTT�285 '' ., f'yi. ' ;. r•..' {' .Y 1 4•.� / t a • I �+.. t ..I r+4 A. 4 `(fi'� •y <r y,a •(• 15t4Yi. p, ^Ax?••� ,�"'�If.i ^Y t t•.•, f•• . + tYT4 13. Dbl trimmers attieaders The useof double',tririmmers Is only,required a spans_forwind.oiws and doors greater than 6, wide. a,. This is for;normal residential loading; is this case the double trimmers ere+not required for all opening widths. I like to see the double trimmers but if.theyvtiiere missed on the smaller . + ,•, r' openings that,is riot a structuralp+roblen �r .4 Dewbath king post Since the `framing worked out just right'in terms of heights the;king;po''was not necessary' to support the end of the:beam. The head& was designed to supporl'thel beam 4 Y _ # • t ., `' _ * I ♦ k .j•'' it •G.. ' 5. Holdow} n♦at masterbedroom back watt ,, In lieu of the MPAHD°the contractor need to install a SimpsorrMT:T28t�'strap tie to1a retrofit bolt, `. bolt to be. Simpsori RFB#6x10.5 using Simpson ET epoxy tie`system into. existino slab., ' ' - ! .t r it ,. `. 3 r i., "•r•. , '}` • P f 1 1 , C a �, • , _ , i+ S a t I f ;•,•f k fJS [,h ` This `should complete the'structural pick-up, list for this job. Jf you iave:any furthef comment` s ., ' or corrections please call me or contact the contractor, i.apprec' W6 your help in this s: •'R1'and job �;' .. .S • r. , .. r - 'S { . a , •�, r!Si � a . r , -, Via, Rohe ey; 'Architect: 1 i• ' ' ., ' It , i . t . Y `. h 1^ h '' �C. •j i. Sri , f i - •^ • y , ,' I it .{. • ..Ai ' ; ,,« �q,, ,a °.'•� - 1 ., '..{ ? • e. `+ ..! • (Y { a t ,. - + t ,