Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
PMT15-03350
City of Menifee Permit No.: PMT15-03350 29714 HAUN RD. Type: Residential Alteration <A-CCEL/? MENIFEE,CA 92586 MENIFEE Date Issued: 11/20/2015 PERMIT Site Address: 28410 ENCANTO DR, Unit#37A, Parcel Number: 336-030-011 MENIFEE,CA 92586 Construction Cost: $24,499.50 Existing Use: 1 &2 Family Residence Proposed use: Description of REPAIR TO UNIT 37A DONE BY CAR ACCIDENT Work: Owner Contractor MURRAY CENTRAL HOUSING LTD HALTER HILLSIDE APARTMENTS PARTNERSHIP-THEODORE D HALTER 28410 ENCANTO DR#21 28410 ENCANTO DR#21 MENIFEE, CA 92586 Applicant Phone:9516795803 RUTH GLASSMEYER License Number: 15-PEOP-00001 HALTER HILLSIDE APARTMENTS 28410 ENCANTO DR#21 MENIFEE, CA 92586 Phone:9516795803 Fee Description QtV Amount IS1 Receptacle, Switch, Outlet&Fixture 2 121.00 Building Permit Issuance 1 27.00 Inspections not specified 258 258.14 Additional Plan Review Building 148 148.37 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 4.00 New Construction Permit Fee 1 112.70 General Plan Maintenance Fee-Building 1 12.91 General Plan Maintenance Fee-Electrical 1 6.05 General Plan Maintenance Fee-New 1 5.64 Construction $696.81 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_Pemiit Templatexpt Page 1 of 1 City Of Menifee LICENSED DECLARATION 1�am exempt from licensure under the Contractors'Slate License Law for th, following reason: A4 i< 13Z)l e—P� I hereby affirm under penalty or perjury that I am licensed under provisions of Chapter 9(commencing with section 7000)of Division 3 of the Business and By my signature below I acknowledge that, except for my personal residence ii Professions Code and my license is In full force and effect. which I must have resided for at least one year prior to completion c License Class License No. improvements covered by this permit, I cannot legally sell a structure that I haw Expires Signature built as an owner-building if it has not been constructed in its entirety by license, contractors. I understand that a copy of the applicable law,Section 7044 of th. WORKERS'COMPENSATION DECLARATION Business and Professions Code,is available upon request when this application i submitted or at the following Web site: ❑ 1 hereby affirm under penalty of perjury one of the following declarations: h ://www.le info.ca ov qalaw.htmi. I have and will maintain a certificate of consent of self-insure for workers' ` compensation,issued by the Director of Industrial Relations as provided for by /� Section 3700 of the Labor Code, for the performance of work Tor which this permit is issued. Property Owner orAuthor¢ed Agent Policy# .Oa Sy my Signature below, I certify to each of the following: I am the proped ❑ 1 have and will maintain workers compensation insurance, as required by owner or authorized to act on the property owner's behalf. I have read thi section 3700 of the Labor Code, for the performance of the work for which this application and the information I have provided is correct. I agree to comp) permit is Issued.My workers'compensation insurance carder and policy number are: with all applicable city and county ordinances and state laws relating to buildin construction.I authorize representatives of this city or county to enter the above Carder identified property for the inspection purposes. Policy# Expires _ro rtyOwnerorAuthorizedAgent✓.22 (This section need not be completed if the permit is for City Business License# one-hundred dollars($100)or less) HAZARDOUS MATERIAL DECLARATION ❑ 1 certify that in the performance of the work for which this permit is issued,I shall not emolov any persons in any manner so as to become subject to the Will the applicant or future building occupant handle hazardous material or E workers'compensation laws of California, and agree that if I should become mixture containing a hazardous material equal to or greater that the subject to the workers'compensation provisions of Section 3700 of the Labor amounts specified on the Hazardous Materials Information Guide? Code,I shall forthwith comply with those provisions. DYES ❑NO Applicant; Date; Will the Intended use of the building by the applicant or future building occupant require a permit for the construction or modification from South WARNING: FAILURE TO SECURE WORKERS' Coast Air Quality Management District(SCAOMD)?See permitting checklis COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL for guidelines SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND DYES ❑NO CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, Will the proposed building or modified facility be within 1000 feet of the oute DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE boundary of a school? LABOR CODE, INTEREST,AND ATTORNEYS FEES DYES ❑NO CONSTRUCTION LENDING AGENCY I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm that under the penalty of perjury there is a construction lending permitting checklist.I understand my requirements under the State of agency for the performance of the work which this permit is issued (Section California Health&Safety Code,Section 25505 and 25534 concerning 3097 Civil Code) hazardous material reporting. OWNER BUILDER DECLARATIONS DYES ❑NO Date I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the reason(s)Indicated below by the checkmark(s)I have placed PROPERTY OWNER OR AUTHORIZED AGENT next to the applicable item(s)(Section 7031.5. Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, EPA RENOVATION.REPAIR AND PAINTING(RRP) or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors provisions of the Contractor's State License Law(Chapter 9 (commencing with receiving compensation for most work that disturbs paint in a pre-1978 Section 7000)of Division 3 of the Business and Professions Code)or that he or residence or childcare facility to be RRP-certified firths and comply with she is exempt from licensure and the basis for the alleged exemption. Any required practices.This includes rental property owners and property violation of Section 7031.5 by any Applicant for a permit subjects the applicant to managers who do the paint-disturbing work themselves or through their a civil penalty of not more than($500).) employees.For more information about EPKs Renovation Program visit: ❑ I, as owner of theproperty, or m ern to employees with wages as their sole www.epa.govllead or contact the National Lead Information Center at Y P Y 9 1-800-424-LEAD(5323). compensation,will do( )all of or( )porting of the work, and the structure is not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property ❑An EPA Lead-Safe Certified Renovator will be responsible for this project who, through employees' or personal effort, builds or improves the property, Provided that the improvements are not intended or offered for sale.If,however, Certified Firm Name: the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the Firm Certification No.: purpose of sale). ❑ I, as owner of the properly an exclusively contracting with licensed ❑No EPA Lead-Safe Certified Firm is required for this project because: contractors to construct the project(Section 7044, Business and Professions Code:The Contractor's License Law does not apply to an owner of a property who builds or improves thereon, and who contracts for the projects with a licensed contractor(s)pursuant to the Contractors State License law). If your project does not comply with EPA RRP rule please fill out the RRP Acknowledaement. Office Copy PROJECT INFORMATION: OWNER: MURRAY CENTRAL HOUSING LIMITED PARTNERSHIP SITE ADDRESS: SUN CITY, C 92586 O DRIVE, UNIT 37A SUN CITY, CA 92586 (951) 679-5803 ASSESSOR PARCEL NUMBER: 334-040-027 UNIT FLOOR AREA: 662 SQ. FT. (NO ADDITIONAL SQUARE FOOTAGE ADDED - REPAIR) AMTRUST NORTH AMERICA CLAIM NO 1968897-1 SCOPE OF WORK: THE PROJECT SCOPE OF WORK IS LIMITED TO THE REPAIR OF THE VEHICLE IMPACT DAMAGE TO THE RESIDENCE UNIT 37A DINING ROOM NORTH AND EAST EXTEIOR WALLS. THE REPAIR WORK WILL BE OF LIKE KIND AND QUALITY TO MEET THE EXISITNG CONDITIONS PRIOR TO THE RECENT VEHICLE DAMAGE. ANY DAMAGE ATTRIBUTED TO OTHER CAUSES IS NOT A PART OF THIS SCOPE OF WORK. ALL NEW MATERIAL SHALL COMPLY WITH THE 2013 CALIFORNIA RESIENTIAL CODE (CRC). CITY OF MENIFEE BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL REVIEWED BY 1 OY 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, R e}b 3�ni�3ilH�at- d`d001N3WdOl3A34'. ;�N t,VNN"ld � vwao�n N3SN�BS� �_J - LL € w Oz .Z d W LL C v/ O � Q AP/ 'Y w ' 'At I I dl t S ,lam H Iy yy wl � i W U LL Z W O a LLJ F LL w0Ffil tR Q r M Z 1 t � • I I 11 -t f Ll LI 4 I HALTER HILLSIDE SHEET Ho. of CALCULATED BY I.C.M. DATE 11-18-2015 CHECKED HY DATE SCALE 28410-28415 ENCANTO DRIVE,UNIT 37A INDICATES APPROXIMATE VEHICLE IMPACT REPAIR SHORE EXISTING GIRDER EXTENT OF WALL REAPAIR AMTRUST NORTH AMERICA TRUSS AND ROOF WORK (FELD VERIFY CLAIM NO 1968897-1 FRAMING ABOVE AS ACTUAL QUANTITIES) REQUIRED TO COMPLETE Iz REPAIR WORK pb INDICATES SIMPSON Jy ry 0 HOLDOWN ANCHOR TO PROVIDE 7/8" THICK CEMENTITIOUS �p �ti• REPLACE EXISTING STUCCO PLASTER TO MATCH 3� DAMAGED PA STRAPS, SEE EXISITNG TEXTURE & COLOR ON DETAIL A METAL LATH W/ 16 GAGE GALVANIZED 10/5 STAPLES. SEE EXTERIOR WALL FINISH FOR ADHESIV CHOR NOTE ON NEXT PAGE FORMATION Ij PROVIDE 5/8" TYPE X GYPSUM WALLBOARD W/ #6 TYPE S OR W x 1 1/4" SCREWS @ 4" OC BLOCKED WITH TEXTURE & PAINT TO j- I MATCH EXISTING @ u- INTERIOR WALL & w w CEILING REAPAIR AREAS > -- - - - J i i w DENOTES ELECTRICAL +I 15' ± (FIELD �Q RECEPTACLE/ o VERIFY) h L OUTLET TO BE N A p5 056t� REPLACED 10/5 Jv Jti�,til EXISTING CONCRETE SLAB ON GRADE WO OUTLETS TO E REPLACED REMOVE/REPLACE QROFESSio " + (FIELD FIELD A BROKEN WINDOW � �U• MEI�o�Fy VERIFY) 10/5 AND FRAME (5'-0"x4'-0" y �� P y SLIDER) w ��367c m 20'-0 3/4" + * E Pr9130/ 017 (FIELD VERIFY) �rsr'uciu�P�,�r gTFOFCALIEO� PARTIAL EXISTING FLOOR/FOUNDATION PLAN REFERENCE 1/8" = V-0" NORTH HALTER HILLSIDE . sir uo. of owCULATM LC.M. �� 11-18-2015 CHLZCMer one SCAM 28410-28415 ENCANTO DRIVE, UNIT 37A VEHICLE IMPACT REPAIR AMTRUST NORTH AMERICA EXTERIOR WALL FINISH REPAIR NOTE CLAIM NO 1968897-1 Per City Plan Review Requirements, the following note has been added: "Three coast(718 inch)plaster assembly over framing:silicone core/fiberglass face or wood based sheathing(per APA) exterior sheathing board, with one sheet of a self-adhered flashing (SAF) applied at all horizontal surfaces, under two sheets of black grade "D"building (kraft)paper as a weather-resistive barrier, galvanized plaster accessories, metal lath, a conventional plaster scratch and brown coat meeting ASTM Standard C 926, with and integrally colored finish. Staples: Galvanized 16 gage with a minimum 314 inch crown and legs that penetrate wood framing(exclusive of sheathing)minimum of 314 inch. Comply with FS-FF-N-105" lT- T- II II % �f it II (E) ROOF TRUSES @ 24" oc TYP I p all II l II III I ! III li' 0 — II SHORE EXISTING I' — _ `" II ROOF FRAMING a AS REQUIRED _ LIJ PRIOR TO D I REPLACING _ af I �j===; WALL BELOW — u_ II 1 O II II p I II B ( w SHORE EXISTING GIRDER 10/5 TRUSS AND ROOF I _ _ _ _ FRAMING AS REQUIRED x8 HD _ PRIOR TO REPLACING WALL BELOW I QROFESS/0) i1 67 5'-OP WINDOW(E) NDOLACEEW * E 9130/ on *' HEADER �rsrFUCIUt`P��r gTFOF CAI.* PARTIAL ROOF FRAMING PLAN REFERENCE 1/8" = V-0" NORTH sir rro. of CALCLUTEDBY-2 DATE 11-18-2015 CHECKED DATE SCALE 28. 10 28415 ENCA TO!DRIVE, S ECIALANSPH-C ION j 2k6 Ic TUOS @ 6"lloc VVI: -UNIT- -t9- NskjbkmONw!Il- FIRE 'HLC�I-E.IMF'AC rAREPUR.- A A4TRLJS� N RTIH 1. R �4sl uc cd PETZ P9R-CEM4-tQ43----- -=1 fq( PLAN OV FN E'ER Z P Xff—1 Ypllsu OAR �s �m TIL,kS PIR,)-I PA rci i REATIE 2 6 FIRE SE RV JIVE X -P GAbj-A-E,H ESE}? ..__. _ L- - '— -RQD-%B..... v=c -ljjl�-u D- H 6"IMP X F R M N S F! QRE AT :-R,l EXTEt D =-D -T -T4EA:yl F -K�7E Mul L W 3/8' E IS IN R EDP SILL I I I I 1 00 f I A f -pt X& 2 :1 . T s 4H n f F IE4-- 4 SETT- P C-ES SR. 9" MIN i 1. AI I E EqTDFEXSI--N(; Ti- -�-]_ _E_ -W 9" MIN i i F )CTING I EMEEID F G -T- t4 -,M T.NUDUlS, [All EXIS N _CD N_ I j -,-- w-wirHlExsitNG, R ZAI)E S /11 MIJEQAj-U RINIG H , C RADE LL rivl e D 4E thu u 3 E-1.ME 7- R-- 3A 5. ROOSOPY A , H Sli E G DOW,EL 3 24 E STIG C5 C RE-E I oci6" (64-E1ytB DINEnT) PROF ESSOON MEll Fy ID i co _�JISI FN 12, B ET) E N ui (E) SL AE & E) =O( TI qG g67 ------ EXP�(30/ 017 up c U OFC 4 f N- r 4-- SHEET NO. OF CALCULATED BY- DATE 11-18-2015- CHECK ED DATE SCALE 28 10 28,115 ENCANTC DF IV Uf IT 37A -VII5 EWPAC Rr --MA-h I WXKI JAAMFR[C A— CLAIM N 1 1 E 68E 97-1 1 E ISrINGROOF ltltG�3 RE-M AN Sil Ti Z-2 5z EX13TIqGROO iTFUSS RE F� PI-A T 0 RWAIN t YPSLI^M bAORb P--W! PL/ N (8' ILI G �X[ TING 2.2 X6 TOP TO R M IN, T" NE-C14014&S--- A. "Y:)SILM BAPRD P syluc, IUW.ER I PL�kN FES.Qs/ �N 8-8 T U-4 Sill E OF, PLATE. 7 ZIP Ypr""nli nvi sr v!v INSU -m Pt P!TwFz r-Kj ST[I ns "I PAIR]rAtt- GIWA T TABLE 2304.9.1 FASTENING SCHEDULE CONNECTION FASTENING" LOCATION 3-8d common(2'/,'x 0.131") 1.Joist to sill or girder 3-3"x 0.131"nails toenail 3-3"14 gage staples 2-8d common(214"x 0.131") 2.Bridging to joist 2-3"x 0.131"nails toenail each end 2-3" 14 gage staples 3. 1"x 6"subfloor or less to each joist 2-8d common(2'/,'x 0.131") face nail 4.Wider than I"x 6"subfloor to each joist 3-8d common(2'/,'x 0,131") face nail 5.2"subfloor to joist or girder 2- 16d common(3'/,'x 0.162") blind and face nail 6.Sole plate to joist or blocking 16d(3'/,"x 0.135")at 16"o.c. 3"x 0.131"nails at 8"o.c. typical face nail 3" 14 gage staples at 12"o.c. Sole plate to joist or blocking at braced wall panel 3-16d(' x 0.135")at 16"o.c. 4-3"x 0.131"nails at 16"o.c. braced wall panels 4-3" 14 gage staples at 16"o.c. 2-16d common(3'/,"x 0.162") 7.Top plate to stud 3-3"x 0.1,31"nai Is end nail 3-3"14 gage staples 4-8d common(2'/,"x 0.131") 4-3"x 0,131"nails toenail 8.Stud to sole plate 3-3" 14 gage staples 2-16d common(3'/"x 0.162") 3-3"x 0.131"nails end nail 3-3" 14 gage staples 16d(3'/,"x 0.135")at 24"o.c. 9.Double studs 3"x 0.131"nail at 8"o.c. face nail 3" 14 gage staple at 8"o.c. 10.Double top plates 16d(3'/,"x 0.135")at 16"o.c. 3"x 0.131"nail at 12"o.c. typical face nail 3"14 gage staple at 12"o.c. Double top plates 8-16d common(3'/,"x 0.162") 12-3"x 0.131"nai Is lap splice 12-3" 14 gage staples 3-8d common(2'/,'x 0.131") 11.Blocking between joists or rafters to top plate 3-3"x 0.131"nails toenail 3-3" 14 gage staples Sd(2'/r"x 0.131")at 6"o.c. 12.Rim joist to top plate 3"x 0.131"nail at 6"o.c, toenail 3" 14 gage staple at 6"o.c. 2-16d common(3'/2"x 0.162") 13.Top plates,laps and intersections 3-3"x 0.131"nails face nail 3-3" 14 gage staples 14.Continuous header,two pieces 16d common(3'/,"x 0.162") 16"o.c.along edge 3-8d common(2'/.'x 0.131") 15.Ceiling joists to plate 5-3"x 0.131"nails toenail 5-3" 14 gage staples 16.Continuous header to stud 4-8d common(2'/,'x 0.131") toenail (continued) TABLE 2304.9.1--continued FASTENING SCHEDULE CONNECTION FASTENING" LOCATION 3-16d common(31/z'x 0.162")minimum, 17.Ceiling joists,laps over partitions Table 2308.10.4.1 face nail (see Section 2308.10.4.1,Table 2308.10.4.1) 4-3"x 0.131"nails 4-3" 14 gage staples 3-16d common(3'/s'x 0.162")minimum, 18.Ceiling joists to parallel rafters Table 2308.10.4.1 face nail (see Section 2309.10.4.1,Table 2308.10.4.1) 4-3"x 0.131"nails 4-3" 14 gage staples late 3-8d common(2'/z'x 0.131") 19.Rafter to P 3-3"x 0.131"nails toenail (.see Section 2308.10.1,Table 2308.10.1) 3-3" 14 gage staples 2-8d common(2'/,"x 0.131") 20. 1"diagonal brace to each stud and plate 2-3"x 0.131"nails face Dail 3-3" 14 gage staples 21. 1"x 8"sheathing to each bearing 3-8d common(2'/i'x 0.131") face nail 22.Wider than 1"x 8"sheathing to each bearing 3-8d common(2'/2'x 0.131") fact nail 16d common(3'/2"x 0.162") 24"o.c. 23.Built-up comer studs 3"x 0.131"nails 16"o.c. 3"14 gage staples 16"o.c. 20d common(4"x 0.192")32"o.c. face nail at top and bottom stag- 3"x 0.131"nail at 24"o.c. gered on opposite sides 3" 14 gage staple at 24"O.C. 24.Built-up girder and beams 2-20d common(4"x 0.192") face nail at ends and at each 3-3"x 0.131"nails splice 3-3"14 gage staples 25.2"planks 16d common(3'/s"x 0.162") at each bearing 3-10d common(3"x 0.148") 26.Collar tie to rafter 4-3"x 0.131"nails face nail 4-3" 14 gage staples 3-10d common(3"x 0.148") 4-3"x 0.131"nails toenail 4-3"14 gage staples 27.Jack rafter to hip 2-16d common(3'/,"x 0.162") 3-3"x 0.131"nails face nail 3-3"14 gage staples 2-1.6d common(3'/z'x 0.162") 3-3"x 0.131"nails toenail 3-3"14 gage staples 28.Roof rafter to 2-by ridge beam 2-16d common(3'/_'x 0.162") 3-3"x 0.131"nails face nail 3-3" 14 gage staples 3- 16d common(3'/,"x 0.162") 29.Joist to baud joist 4-3"x 0.131"nails face nail 4-3" 14 gage staples (continued) TABLE 2304.9.1— continued FASTENING SCHEDULE CONNECTION FASTENINGsm LOCATION 3-16d common(3'/z"x 0.162") 30.Ledger strip 4-3"x 0.131"nails face nail at each joist 4-3" 14 gage staples 31.Wood structural panels and particleboard' '/z"and less 6d`.' Subfloor,roof and wall sheathing(to framing) 2/8'x 0.113"nail" t'/,"16 gage° Is/" 'to I/," 8d°or 6d` 2'/s"x 0.113"nail° 2" 16 gage° 8d" 7/g'to1" 10daorStY . I'/g't0 I'/4" Single floor(combination subfloor-underlay- 3/,'and less 6d` ment to framing) 7/R'to I" 8dc 11/s"to 11/," IOdaor 8d" 32.Panel siding(to framing) /z"or less � 6d /s' Sd No.11 gage roofing nail" 6d common nail(2"x 0.113") No. 16 gage staple' 33.Fiberboard sheathing' ss/ No. 11 gage roofing nail' 8d common nail(2'/2"x 0.131") No.16 gage staple' 34.Interior paneling ,/'" 4d1 6d For Si: l inch=25.4 mm. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Section 2305.Nails for wall sheathing are permitted to be common,box or casing. c. Common or deformed shank(6d-2"x 0.113%8d-2'1,"x 0.131';I Od-3"x 0.148"). d. Common(6d-2"x 0.113";8d-21/2"x 0.131";10d-3"x 0.148"), e. Deformed shank(6d-2"x 0.113";8d-2'/.'x 0.131";lod-3"x 0.148'). f. Corrosion-resistant siding(6d-P/,'x 0.106';8d-2s/s"x 0.128")or casing(6d-2"x 0.099';8d-2'/i x 0,113")nail. g.Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports,when used as structural sheathing.Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion-resistant roofing nails with'/in inch-diameter head and 1'/,-inch length for'/,inch sheathing mid 1'1,inch length for'e/u inch sheathing. i. Corrosion-resistant staples with nominal r/�n inch crown or 1-inch crown and I%inch length for '/,inch sheathing and l'/,inch length for"?winch sheathing.Panel supports at 16 inches(20 inches if strength axis in the long direction of the panel,unless otherwise marked). j. Casing(I'/.'x 0.080")or finish(I'/r"x 0.072')nails spaced 6 inches on panel edges. 12 inches at intermediate supports. k.Panel supports at 24 inches.Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications,8d nails(2'/.'x 0.113")are the minimum required for wood structural panels. m.Smples shall have a minimum crown width of 7/,,inch. n.For roof sheathing applications,fasteners spaced 4 inches on center at edges.8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges,8 inches at intermediate supports for subfioor and wall shemhing and 3 inches an center at edges,6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges,8 inches at intermediate supports. ATLAS PRO-1PATCH T LAS Heavy Duty, One-Component Structural Concrete Patching Material TECH PRODUCTS Description Physical Properties Atlas Pro-1Patch is a fast-setting, high performance, easy to use structural concrete repair material. This one- Expansion % Water 0.03% component, trowelable concrete patch develops high (ASTM C-157) Air -0.04% compressive strength, bond strength and Flexural properties to hold-up to heavy traffic and freeze/thaw Freeze/Thaw Resistance Durability 100% cycles. Pro-113atch has been designed for exterior (ASTM C-666)-200 cycles horizontal traffic bearing applications, but also performs Soling Resistance well for structural patching of walls, columns, beams or (ASTM C-672)-25/50 cycles Pass other heavy duty concrete repairs. Pro-iPatch offers good resistance to oils, de-icing salts and other chemicals Set Time Working 14- 16 minutes to help prevent future corrosion and additional repairs. (ASTM C-403) Final 28-32 minutes Uses • Ideal for patching and repairing concrete highways, Bond Strength bridge decks, parking structures &ramps, airport ASTM C-882 runways, loading docks, concrete joint repairs, psi 1,400 warehouse & industrial floors or other heavy duty 1 Day (MPa) (9.6) applications. •Structural repair for walls, columns&beams where a 7 D s psi 1,700 trowelable high strength material is required. (MPa) (11.7) • Repairs up to 3"deep neat; or add pea gravel for >73F(22C),50% humidity; mixed with 4.5 qts water per bag. deeper repairs. •Interior, exterior, horizontal or vertical applications. Yield Features Approximately 0.43 W per 50 lb. bag when mixed • Develops high early strength. Reaches 3,000 psi with 4.5 quarts of water (0.012 M3 per 22.7 kg bag). compressive strength within 3 hours of set. At 1/2" (1.27 cm) thickness, one 50 lb. bag will cover • Provides a heavy-duty, traffic-bearing surface. approximately 10 ftz (0.92 Mz). •Allows for minimal downtime; traffic can be allowed on Extended: Approximately 0.58 ft3 per unit extended surface within 1 - 2 hours. with 15 lbs. 3/8" pea gravel. (0.016 M3 yield per 22.7 kg • Excellent bond strength and flexural properties to bag & 6.8 kg pea gravel) At 3"thickness, one provide a long lasting repair that will withstand freeze/ extended bag will cover approximately 2.3 ft. thaw cycles and harsh weather environments. •Thermal expansion is similar to concrete for long-term Application Procedures durability and service life.• Preparation Cures to a gray color to closely blend with existing Remove all dirt, oil and loose or foreign material from the • concrete. surfaces to be patched. Existing concrete surfaces One component; just add water. should be strong and sound. Best results are obtained Technical Data & Specifications by saw cutting edges of repair at a right angle to the Meets ASTM C-928 specification for Rapid Hardening surface. If possible, roughen substrate to provide a good Cementitious Materials for Concrete Repairs. mechanical bond between the patching material and the substrate. Repair area must be at least 1/4"in depth if Compressivepatch will be subjected to traffic. ASTM C-39 Prior to placing Pro-113atch, the surface should be 3 saturated with water to provide a saturated-surface-dry 3 Hours psi(MPa) 3,200 2.0) (SSD) substrate. z Keep surface cool to avoid excess absorption from a psi 5,600 the patching material. Do not apply Pro-1Patch over mi 1 Day (MPa) (38.6) standing water or puddled areas. " Recommended substrate and ambient temperatures are 7 Days (Mpsi Pa) 7,000 between 400 F (4" C) and900 F (320 Q. Applications may be completed at colder or hotter temperatures 28 Days psi 8,000 with proper preparation and techniques used for cold (MPa) (55.1) weather or hot weather concreting. Atlas Construction Supply, Inc TLAS 4640 Brinell Street . San Diego,CA 92111 Treat your concrete to Tech Products. QEC.rxon,ers 858-277-2100 . Fax 858-277-0585 www.atiastechproducts.com Atlas Pro-Vatch Mixing Packaging For best results, Atlas recommends using mechanical 50 lb. (22.7 kg) bags mixers, although hand mixing with a margin trowel may be used for small patching repairs. When using drill Storage mixers, use a 1/2"low speed drill with a mix paddle; for Store in a cool and dry area, out of direct sunlight. large jobs, use a mortar mixer. Mix only enough material that can be properly placed within working time, Limitations 10 - 15 minutes. Use clean mixing equipment and tools; pre-wet mixer with water, then empty - If ambient or surface temperature is below 400 F (40 C) excess water. Use 3.0 - 4.5 quarts of water per 50 lb. or expected to fall below 400 F (40 C) within 24 hours bag of Pro-iPatch. Add water to the mixing container of application, contact your Atlas representative prior first, then slowly add the powder. Mix for 2 - 3 minutes to application. to a smooth, trowelable consistency. When ambient - Do not featheredge. For best results, saw-cut the temperature is greater than 850 F (290 C), mix patching edges of the repair area. material with cooler water that is approximately 400 F - Do not apply over moving cracks without addressing (40 Q. When ambient temperature is below 500 F cause or repair of cracks first. (100 C), mix patching material with warmer water - New concrete surfaces should be allowed to cure for that is approximately 800 F (320 Q. If necessary, the 28 days prior to patching. substrate may be heated prior to patching application. -This is a fast-setting product. Mixing equipment and excess material should be cleaned immediately after For patches greater than 3"deep, each 50 Ib. bag use. of Pro-SPatch may be extended with 15 lbs. of a - Do not attempt to re-temper after initial mixing. pre-washed 3/8" (1 cm) pea gravel. Aggregate must be Caution and saturated-surface-dry at time of mixing. Add aggregate immediately after mixing powder into Contains portland cement and sand. Freshly mixed water, and be prepared to place material quickly. mortar may cause skin irritation and possible cement burns. Avoid direct contact where possible, wash Application exposed skin area promptly with water. If any of For best results, place scrub coat of mixed Pro-SPatch the cementitious material gets into the eyes, rinse into prepared repair area immediately after mixing. Scrub immediately and repeatedly with water and then call a material into pores of concrete with a hand brush. The physician. The manufacturer recommends using an application of this scrub coat will provide the best approved mask or respirator when working with adhesion for the patch. While scrub coat is still wet, cementitious material. Do not take Internally. Harmful if place Pro-SPatch material over the repair area, working ingested. Keep out of the reach of children. into the sides of the repair. Screed or Float to the required level and finish with a trowel, broom or as Additional precautions and safety information are desired. contained in the Material Safety Data Sheet. If application is during hot or windy conditions, the use of Atlas Finish-Fllm finishing aid is recommended to allow Technical Services for proper time to finish the patch. Apply an Atlas Tech For assistance, contact an Atlas Tech representative at: Products curing compound, such as Atlas Quantum- 858-277-2100 or 1-877-588-2100 Cure, Res-Cure or water-cure for 1 hour after the patch Fax: 858-277-0585 has reached its final set. Email: info@atlastechproducts.com Website: www.atlastechproducts.com Cleaning Clean tools and equipment with clean water. Uncured material may be removed with water. Cured material may be removed mechanically. 1349-09/10 Made in USA. //�� For professional use only. TLAS Consult Material Safety Data Sheet for more information. .ecx Paooucrs Dis imer of Wannorb.:Noinermanurmurer nor seller haveaml nowledge orcnntrol ccnceming m,,nr:hawrsusedme Atlas Construction Supply,Inc. poxo=.Noexpressetl war2nty lsmade by manufactumar sellawlth respettta therewl6damusedtheproavttaroantairle 4640 Brinell Street Na[theproduc[cmcesin.NoimpllN warranbesllxlWirg,tiNro[Ilm�lto,an impliMsvaraeAyoffNess fora paNMar WiPose San Diego, CA 92111 are made with respect w the product Nalher manufacturer nor seller assume am Ilablip for personal infury,loss 0,damage 7e1:658-277-2100 resulbg from the used the pcduct In the evert owt one pmNc 11 prove defeme,beers a ,no,e rerem flan be asfdlin.: seilerormanufameroall,upon ue Obmermplamamgwnnryd Nepmductwhich lspm+enwoonefenmeorshall,at Toll free:1-877-588-2100 ltsopbon,rduMq epurchasel?ncedthepr =uponrehmldlhepm ix Manul urushanm[berespmsiblefmu�ofmts Fax:858-277-0585 pri In a mannerm Infdngem am patent held byothers. www.atlastechproductS.com A a D :z a F 0mom-N1 a s m g 6- D c 0 3 a o h• o N o c o n i -A1 T H m a o _ Z p N O O 3 3 ' n o•. m < Dya 2 r m..n�. T o M e �°n o n m 'b^G o S. o. G A m ry O K ncn m , C o_ Om.Ma ? •� ° n Pn n �0 o m N j 0CL m N w CD .� N cn OND0. '�^ m a �' � u u N� N D ZN^: y M O C.TI C C zy� co 7 O O rt N m a '�^ o N a O M m Ij 03 co N — .4�.� Z7 i s ti.•c �° n a m CD • w 3 rt c rt ,� p Ol m N a m i Ell 9 a � �' ao m ' nmm a 3 o w w O N O N ° °. O U Z ° ° dw .� RL A � o CD ,o• P�, � 3 N v I(~Ii =� O O m ° ^ a v a 3 h c 0 D C CDCD O A Z .o v e2 � as ao � o c�D m O• r: n O (OD 0 n t- .G o- D 3 ti �.,'� a N' q o. C 'O n O � M �. R G . u c u c S fD N (D z 3i = � ct h !Il °ya oM 'oNF n o X �• H N A g. � m 3 0 7 Vl O 0 0 0 � •° w � �' o n 3 (DD n a a a• 3 0 '� •��•, -1 Tz w a ar S a C C C 3 L m io o a o o' 01 N x c n 1p S m m O ^v° ca o u• o 0 o f � na• �• m � n3 N � 0 R ry^ O N• C � w d w ^o' m wa am m ZE30 0 0 F m o 0 n SN m Z r O a �i. oo E � aSa y CD z � .�., o 'c_ N o 3 -' N W' O co N O o wmoo- o• O Doi ,A3 i O.a,.n i i w; h R j fD D �1 O 6{J CM O •c `•2 �p 0or h' q p CD w (0 C-"1 O m N C 2 3 m O O z a o CT m S. 4 " 03 a M 0F 9 { ¥ 9(; § k (D § § ; ( 2 9 Aim !; ( _ , , SE © § { ƒ / £\& B $ ® s !CD 23 , ~ ow - CD e { < 0 CD \ ( } ( { \� ) ) i - r � { § co CD m [ 2 / ` m CD 0 ƒ ' 0. m \ m � cr CA 0 k | ~ CD z CD 2 ! § / ( ) # � 3g ; ) } / z n s m D O • • Z n n e m [mj D ° A 3 m A h O m C EIA N N Z C O O Q 3 2. T F; O II n D•O n m � b O a n 9 mN< O L � D � D3 al a < va rD t2', m O '"Oz Na ' J TTo �.+ m C a A °�� ° a o n o n 3 G1 c < .m ,�. OK CL O D O D '^ 2 w'. a w v N. Z .� x m a D 3 ^ m fD N G N n o 3 a v m o = J 1n w a F �. � � O m •O*, a T r - ° D CD 'r N w m e v m O 7 m W y " JO @ n m c o ° N n = O m .* 3 0„ m d o O v flo -0 D m 0 O N O m y ° �" u�i o Z c �+ (D m O cn z `. „ now N T N F+ C W DN m CD o J x N d d j m D ,I N A n N m c• n m 0 C.0 0 CO _ m m m O S' V D y j T N o F 3 r m C n_ m ° c 3 n a o 3 n < s J c A m , v y c FCD a � C7 cn T ^ A 3 n. m ° n 3 d N 9 Oi _ 0 n w 0 n N O w T m m Ot ° nm3 c 3 = n 3 c 3 e D3 � w im 6) a O N n a 3 o A a J m CD V ° n D r O< c v < A n N z a 3 3 s cr m Dl n ? (D m 3 p N 3 0 3 s c 3 m 3 A r G N FT-` Oo CL '" m a m O m P 3- CCO E. i cn A a m ry < n w O C IA a 0 0 z � v a s w 06 m 0 � u � mm- W W N N N N N N N N N N Y Y Y Y- H 1�O 0 T I m 7.1 n( H W N Y O w 0] V O• G� A W N Y O lO M V OI Y1 'm 2 A O m 3 6. OG (1 9 ('1 J! T (1 A T fl A T fl m 1"1 m !I ^ n fa'•a> 3 N ° 3 N T ' Cn < D -i r 3 ° 3 c 3 x .. 3 �T Yb'< o o v - o '0 3 5 'a 3 S m � C S m cD mz -a' ai m u ma m m c 0 z J n n J n o. J n n J o. J 3 + J 3 + w o 0 = '" T y s m m ^ m m m m m m _m D T ry y o I N Z m. n 5 Vf J J J J T J J VI J J ^ o VI ° ? O A .d. .m'^. N a N N a £ N a £ N < '� .` a Q m o` m .a. w m °' Mm a o. m 9 C CD d O '-°J• J J J on ❑ J j 7 A C J N 'N N D Z y M m N _ pa J J m m !D y (D p •C ; S J J rL " T D D x m _ - T w N w 6 c c - J mur d O Z N n F _ T « F S• m a Gl 00 7 m m m m m d m .di w O m N 33 A m Z 3 c + + z $ z m a m m m m 0 0 N J O m O m m m m m O O .di N N DI ry .. .. n n m O ert u m 0 > > > > m a V• in C N C •^ v c y T m n w T D CD T n N m N N m N W •O {II m G c m e m ZJ n a T »p N O n �• n �• 0 1° °: m V Cl) m T m' J 3 o a F+ _-n A m m m '-`. T D N a N D N J. 3 m 'm" •�, C � d � w 3 oD-- �• » n � w � ST n m n a a a) J S J x W C Gl C m 0 o D m m o p o ^ 1p 7 !E w o m n o C J m m N J m 'w 0 D Gl Y a n a H Z r O O n N CD z m m m Q z I ❑ ❑ ❑ ❑ ❑ ❑ S . 9 W T () m m m m m m m w o C) d 3 Ul m D m ❑ ❑ ❑ ❑ ❑ ❑ T = g `" p � N a z z z z z z o o zz Ln •Z o O a O O ° w m •�+. m A W T p z 3 M G n m 'n �. � rn 4�a m p n m o m m m � o C O m u '. T A ; T s m M D 'n -• uJ n a ax m `S m 'd� -i O p m<D z c N v. j p ut m A-� D m f z n. n _(D n w GI j Om VI n_. 3. m T S_ C m N n (D m G° N N m 3 w D D m n _ m z D) z .► n m a G) 0 1 n DI d a c O O w Z ° m N 3 a A D x N a p U o O < .o.. > 3 w z in x x N 3 in m n T y w F y z D > +- » c O CD n w o. i s .mZ. D O O m i^ A 3 D A 3 o m m y o na z � Am -O Z EL x m m m D_ m m A Z �^ .fie S D » » i5. A A m > 0 O G m Er o > > > 3 ip a s ,mn D) ry C CD _ T d d n T T T 0 �� 3 a O m A eT m , m m. m' S m m > =< m m z N m m N c n T fD o o o a m m a a > > > m a L o D o o a a ?: D -a _ O ®-1 co ❑ ® N a o o X c N O 0 o m W 0 O a y p o� N .n A CT O m O � 7 Q (D CO n o N D tr M F+ C) W M m c O m O Y o � o 'n P m D O .n 14 Cl -I d 6 ut m O � a N O !f e, m � n D r z m0 n m O O m w F+ N z a w maaa o 3 i O' m CCD A � n K � T O Z O_ D m 'o d z 3 n A o o z,}y, 0o u, n V {} 65 .0F lkn ) ] % ■ &2 ! m cn § F , m &_ - \ z QmBB !£$ § C : ) #B } ( ! § } ; 2 � E£� 2 e7 & :Jl ; l0 6Z \ } ) ((» - ■« # ! m 2 ; �, 7 /\ § ! ƒ k#I .0 � Z °2 / (\j � SU . _ f _ ) 2 § ( � \ \ \ \\ \n / / ! | ) » � @ ) ( \ - m o ( k \ � % ( � � } § f ) ■ | [ n m . f | E � § _■ m3 & : £ \ § | f0, & / } \ j \ � i 3m \ \ v c o 0 0 0 0 0 0 0 0 0 e o m _ ! § } ( 0 0 o 0 o 0 0 00 0 11 o 0 0 \ ({ k Ccr DCD m § e , c o o o 0 0 0 0 o c o ) � S § § f \ 00 cLn ❑ ❑ 0 0 0 0 ❑ o 0 ❑ o ❑ o ❑ 0 [ E | j , m co ® / mO� 2 / � \ / { / } ) ;m / [ [ 0in m CD CL ( § , - , I ! I < 0CD » � 2 k SD , k 0 ) � G or ■ , I < CD M [ 2 D ) ! ® . \ - : � E - _ E ! ! � § k ® \rl k2 ! / k 00( ( \ �CD 9 aq j 00 \ § � mn�-y m N 8 v m a 3 n _ C i � � f�1N . 6 s Q £ ° £ o <'. d o 3 n '�. z n o w -n A - m �v Rim s n�2' •z-i � a �.•�'_-aD m (D m m : n. (�D. nO O N pM(Di w C D n n m o-.e ma E Z (a Ox 7 O 3 n C. N N 05 A = Q an 0°v, 0 d o A N' n c -m N N N n A (D d o(D Ar D OFF D co a -D1 G e+ w w n. N "• N N m m m CD -4 m u� 0 y .Ni. m 9 n c m d N Z = Z p 0 w m PN v o Na 3 ion. q« N M a n3 an �' 3 N A, w N C n2 n o m o w y ry d T a N m O d m =- � � o = m A � '1• p'• N R o .0 3 CD m m 3 M m =. a m c a .G n C na an d = an d v �. n m m 6 v = m (D 3 o > > M ^ 1p n 2 m o a< 3 = 9 A a i m 7 V) a o _ m M. s o m'-0 c. 27 a - A n0aCA 00 o m P H o w N '. EL m N j 6 N c O c O 'n 3 o a m m = 3 a o c, o a T 03 c a = O w m a a 3 n m m a n = w T N b m m m m n d 9 S ^y 0 O 9 m P j 0 D cs o s 3 N m m 3 n a + m o = n N.O � 9 3 a m N 04 D m ' ^ c -a,, c Gl m 3 a En m o Y z co msr- G CERTIFICATE OF INSTALLATION CF2R-ENV-01-E Fenestration (Page 1 of 2) Structural Repair of Vehicle Impact Dama a Enrv,remrnt en . fee vemltNumber: Building DxmIU,Ad'r`s: 28410-28415 Encanto Drive, Unit 37A I °ry Sun City yP°°"` 92586 If more than one person has responsibility for installation of the items on this certificate,each person shall prepare and sign a certificate applicable to the portion of construction for which they are responsible.Alternatively,the person with chief responsibility for construction shall prepare and sign this certificate for the entire construction.The signer agrees that all applicable Mandatory Measures were met.Temporary labels are not to be removed before verification by the building inspector. A.FENESTRATION/GLAZING Includes all Windows,Skylights,Greenhouse/Bay Windows,Glazed Doors and Skylights 1 2 3 4 5 6 7 8 9 10 Installed Source— Number Exterior U- Area Orient NFRC,CEC of Like Shading Comments/Location Item Manufacturer/Brand' factor SHGC 1 (ft2) ation Defaults Products° Devicess /Special Features6 1 2 city of Menifec� E Dt. Guildln9 3 4 N 0 6 1.Temporary window labels shall not be removed until the building inspector has verified the installed windows are the some or better than listed on the CF-IR.If labels were removed before verification by the inspector,the installer must use the CEC Default values from Table 110.6 A and 110.6-B. For NFRCrated products information from the permanent labels can be used to verify efficiencies. 2.List the installed ti factor,SHGC,area and orientation for each window or like windows. Note:For each window values shall betaken from: NFRC Label,or CEC Default values from Table 110.6-A and 110.E-B. 3.For each window list the source from which the actual values were obtained(NFRC,CEC Default). 4.List the number of like products(same Li-factor,SHGC,Area,and Orientation)to be installed by grouping them together. 5.If exterior shading devices are installed select the type ofshading device(sunscreens,louvered,vertical roller or shades or retractable awnings or roll down or slats)or if an overhang is installed. 6. This column is reserved for Comments—Locations—Special Features to provide additional information for the field inspector. B. MANDATORY REQUIREMENTS FOR ALL FENESTRATION 1 All Fenestration Products have a temporary label that lists the U-factor and SHGC. 2 Temporary label shall list how the values were determined:NFRC,or(CEC)Default Values from Table 110.6-A and 110.6-B 3 Temporary labels that use the(CEC)Defaults shall list the U-factor and SHGC followed by the appropriate default U-factor. 4 NFRC Rated products have a permanent label on the product that can be looked up in the NFRC product directory(wwiv.nfrc.ore). 5 The fenestration installed has U-factor and SHGC values less than or equal to the values listed on the CF-111. 6 The fenestration installed area is equal to or less than the areas listed on the CF-111 7 The fenestration is properly installed,sealed and caulked or has low expanding foam between the fenestration and framing if allowed by manufacturer to limit infiltration. 8 All gaps between the fenestration and framing are filled with insulation to a minimum R33. DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify,that this Certificate of Installation documentation is accurate and complete. Name: signature: Company Date: Address: CEA or CEPE or HERS eenirtutien N If Applicable: city/State/ZIP: Phone: Registration Number., Registration Datelrime: HERS Provider: CA Building Energy Efficiency Standards-2013 Residential Compliance January 2014 CERTIFICATE OF INSTALLATION CF2R-ENV-01-E Fenestration (Page 2 of 2) PnifBt llm";Structural Repair of Vehicle Impact Damage Enton.Ctt'y"P en . permit Number: owenng,mdrew28410-28415 Eneanto Drive, Unit 37A "" Sun City ➢pCOAe 92586 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1. 1 certify under penalty of perjury,under the laws of the State of California,the information provided on this form is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for construction,or an authorized representative of the person responsible for construction(responsible person). 3. 1 certify that the installed features,materials,components,or manufactured devices identified on this certificate(the installation) conforms to all applicable codes and regulations,and the installation is consistent with the plans and specifications approved by the enforcement agency. 4. 1 reviewed a copy of the Certificate of Compliance(CF1R)approved by the enforcement agency that identifies the specific requirements for the installation. I certify that the requirements detailed on the CFIR that apply to the installation have been met. S. 1 will ensure that a completed,signed copy of this Certificate of Installation shall be posted,or made available with the building permit(s)issued for the building,and made available to the enforcement agency for all applicable inspections. 1 understand that a signed copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name:(Installing Subcontractor or General eontmctoror Builder/Omer) Halter Hillside Apartments (Owner) Responsible Person's Name: Responsible Persons Signature: Ruth Glassmeyer CSLB license: Date Signed: Position With company(Title): Project Administrator Registration Number: Registration DatelUme: HERS Provider: CA Building Energy Efficiency Standards-2013 Residential Compliance January 2014 CERTIFICATE OF INSTALLATION-USER INSTRUCTIONS CF2R-ENV-01-E Fenestration-ENV-01 (Page 3 of 1) CA Building Energy Efficiency Standards-2013 Residential Compliance January 2014 r ATLAS PRO-1PATCH TLAS Heavy Duty, One-Component Structural Concrete Patching Material ?TECH PRODUCTS Description Physical Properties Atlas Pro-Vatch is a fast-setting, high performance, easy to use structural concrete repair material. This one- Expansion % Water 0.03% component, trowelable concrete patch develops high (ASTM C-157) Air -0.04% compressive strength, bond strength and flexural properties to hold-up to heavy traffic and freeze/thaw Freeze/Thaw Resistance Durability 100% cycles. Pro-IPatch has been designed for exterior (ASTM C-666)-200 cycles horizontal traffic bearing applications, but also performs Scaling Resistance well for structural patching of walls, columns, beams or (ASTM C-672)-25/50 cydes Pass other heavy duty concrete repairs. Pro-lPatch offers good resistance to oils, de-icing salts and other chemicals Set Time Working 14- 16 minutes to help prevent future corrosion and additional repairs. (ASTM C-403) Final 28-32 minutes Uses Bond Strength •Ideal for patching and repairing concrete highways, bridge decks, parking structures & ramps, airport ASTM C-882 runways, loading docks, concrete joint repairs, psi 1,400 warehouse & industrial floors or other heavy duty 1 Day (MPa) applications. •Structural repair for walls, columns&beams where a psi 1,700 trowelable high strength material is required. 7 Days (MPa) • Repairs up to 3"deep neat; or add pea gravel for •deeper repairs. 73F(22C),50%humidity; mixed with 4.5 qts water per bag. •Interior, exterior, horizontal or vertical applications. Yield Features Approximately 0.43 ft3 per 50 lb. bag when mixed Develops high early strength. Reaches 3,000 psi with 4.5 quarts of water (0.012 M3 per 22.7 kg bag). compressive strength within 3 hours of set. At 1/2" (1.27 cm) thickness, one 50 lb. bag will cover Provides a heavy-duty, traffic-bearing surface. approximately 10 ftz (0.92 Mz). Allows for minimal downtime; traffic can be allowed on Extended: Approximately 0.58 ft' per unit extended surface within 1 - 2 hours. with 15 lbs. 3/8"pea gravel. (0.016 M3 yield per 22.7 kg Excellent bond strength and flexural properties to bag &6.8 kg pea gravel) At 3"thickness, one provide a long lasting repair that will withstand freeze/ extended bag will cover approximately 2.3 f:2. thaw cycles and harsh weather environments. •Thermal expansion is similar to concrete for long-term Application Procedures durability and service life. Preparation •Cures to a gray color to closely blend with existing concrete. Remove all dirt, oil and loose or foreign material from the • One-component; just add water. surfaces to be patched. Existing concrete surfaces should be strong and sound. Best results are obtained Technical Data & Specifications by saw cutting edges of repair at a right angle to the Meets ASTM C-928 specification for Rapid Hardening surface. If possible, roughen substrate to provide a good Cementitious Materials for Concrete Repairs. mechanical bond between the patching material and the substrate. Repair area must be at least 1/4"in depth if Compressive Strength patch will be subjected to traffic. ASTM C-39 Prior to placing Pro-SPatch, the surface should be 3 saturated with water to provide a saturated-surface-dry 3 3 Hours psi(MPa) 3,200 2.0 (SSD) substrate. z Keep surface cool to avoid excess absorption from p psi 5,600 the patching material. Do not apply Pro-SPatch over 1 Day (MPa) (38.6) standing water or puddled areas. "' Recommended substrate and ambient temperatures are 7 Days (M) (48 2) between 400 F (40 C) and 900 F (320 Q. Applications may be completed at colder or hotter temperatures 28 Days psi 8,000 with proper preparation and techniques used for cold (MPa) (55.1) weather or hot weather concreting. Atlas Construction Supply, Inc. 4640 Brinell Street. San Diego,CA 92111 TLAS 858-277-2100 . Fax 858-277-0585 Treat your concrete to Tech Products. ,•�..-o�� www.atlastechproducts.com Atlas Pro-1Patch Mixing Packaging For best results, Atlas recommends using mechanical 50 lb. (22.7 kg) bags mixers, although hand mixing with a margin trowel may be used for small patching repairs. When using drill Storage mixers, use a 1/2"low speed drill with a mix paddle; for Stare in a cool and dry area, out of direct sunlight. large jobs, use a mortar mixer. Mix only enough material that can be properly placed within working time, Limitations 10 - 15 minutes. Use clean mixing equipment 0 and tools; pre-wet mixer with water, then empty - If ambient or surface temperature a below 400 F (4 C) excess water. Use 3.0 - 4.5 quarts of water per 50 lb. or expected to fall below 40 F (4 C) within 24 hours bag of Pro-113atch. Add water to the mixing container of application, contact your Atlas representative prior first, then slowly add the powder. Mix for 2 - 3 minutes to application. to a smooth, trowelable consistency. When ambient - Do not featheredge. For best results, saw-cut the temperature is greater than 850 F (290 C), mix patching edges of the repair area. material with cooler water that is approximately 400 F -Do not apply over moving cracks without addressing (40 Q. When ambient temperature is below 500 F cause or repair of cracks first. (100 C), mix patching material with warmer water - New concrete surfaces should be allowed to cure for that is approximately 800 F (320 Q. If necessary, the 28 days prior to patching. substrate may be heated prior to patching application. -This is a fast-setting product. Mixing equipment and excess material should be cleaned immediately after For patches greater than 3" deep, each 50 lb. bag use. of Pro-lPatch may be extended with 15 lbs. of a - Do not attempt to re-temper after initial mixing. pre-washed 3/8" (1 cm) pea gravel. Aggregate must he Caution clean and saturated-surface-dry at time of mixing. Add aggregate immediately after mixing powder into Contains Portland cement and sand. Freshly mixed water, and be prepared to place material quickly. mortar may cause skin irritation and possible cement burns. Avoid direct contact where possible, wash Application exposed skin area promptly with water. If any of For best results, place scrub coat of mixed Pro-lPatch the cementitious material gets into the eyes, rinse into prepared repair area immediately after mixing. Scrub immediately and repeatedly with water and then call a material into pores of concrete with a hand brush. The physician. The manufacturer recommends using an application of this scrub coat will provide the best approved mask or respirator when working with adhesion for the patch. While scrub coat is still wet, cementitious material. Do not take internally. Harmful if place Pro-lPatch material over the repair area, working ingested. Keep out of the reach of children. into the sides of the repair. Screed or Float to the required level and finish with a trowel, broom or as Additional precautions and safety information are desired. contained in the Material Safety Data Sheet. If application is during hot or windy conditions, the use of Atlas Finish-Film finishing aid is recommended to allow Technical Services for proper time to finish the patch. Apply an Atlas Tech For assistance, contact an Atlas Tech representative at: Products curing compound, such as Atlas Quantum- 858-277-2100 or 1-877-588-2100 Cure, Res-Cure or water-cure for 1 hour after the patch Fax: 858-277-0585 has reached its final set. Email: Info@atlastechproducts.com Website: wvvw.atlastechproducts.com Cleaning Clean tools and equipment with clean water. Uncured material may be removed with water. Cured material may be removed mechanically. 1349-09/10 Made in USA. T /� For professional use only. 1 LAS Consult Material Safety Data Sheet for more information. •ecN PROnUCT5 Declaimer of Warranties:Ntllher manuramnv nor sellu have am/IurwAMpe«mma mn«rning the puahasersuse of the Atlas Construction Supply,Inc pmdue.NoeaprexM warranty is mMebynanufaMnerorselluWM respect mthe newmiorany use or the ananxt«contmner 4640 Brinell Street thatffepax,xt meiin.m mpieimmaMksoxwiig,bUnptlinaM wan lmdlM wmrmtyorntr fits pmtia&rpxpose San Diego, CA 92111 are made no,reSxxI ti the produd.Nehher manufattoter w sOer aswme any llabilty for peraorel injury,lox«damage Tel:858-277-2100 ms,"rmmdeuseorC¢pnxd In tipeventtNtthepmduGshall camederx0m,bWersa mrmremMy9 lbeas rdb : SeEuormam/ mSlull,uponrequestafbuyermplamanyquan LyaMepW=whldiispmuxnfubederttt m« n,at Toll tree:1-877-588-2100 Ifselxlpn,re fhep. mpn ofthepmduaupon orthepmdu MNxta =shah beres beef«mofM Fax:858-277-OSB5 pradutt In a mannerbxinfringeon any patentfceW byalKrs. www.atlastechproducts.carn