PMT14-03312 I City of Menifee Permit No.: PMT14-03312 29714 HAUN RD. Type: Residential Alteration ,f'.?' MENIFEE, CA 92586 MENIFEE Date Issued: 12/15/2014 I PERMIT Site Address: 26071 FRESH MEADOW DR, MENIFEE, Parcel Number: 337-124-001 CA 92586 Construction Cost: $7,125.00 Existing Use: 1 &2 Family Residence Proposed use: Description of INSTALL 600 SQ FT OF SIDING, REMOVE AND RE-INSTALL 2 SHUTTERS Work: Owner Contractor LAWRENCE AUSTIN SEARS HOME IMPROVEMENT PRODUCTS INC 26071 FRESH MEADOW DRIVE P O BOX 522290 MENIFEE, CA 92586 LONGWOOD, FL 32752 Applicant Phone: 4075516000 MAI-LING GIBBONS License Number: 721379 SEARS HOME IMPROVEMENT PRODUCTS INC P 0 BOX 522290 LONGWOOD, CA 32752 Phone: 8583532328 Fee Description Qtv Amount 6ullr ih APerm�t�s ua 1de 7 s '+- 0p Inspections not specified 129 129.07 GREEN SEE M' 4Z �SMIP RESIDENTIAL 1 zS1.00 $158.07 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 I hereby affirm under penalty or perjury that I am licensed under provisions of ❑ I, as owner of the property an exclusively contracting with licensed Chapter 9(commencing with section 7000)of Division 3 of the Business and contractors to construct the project(Section 7044, Business and Professions Professions Code and my license Is in full force and effect. Code:The Contractor's License Law does not apply to an owner of a property License Class License No. who builds or improves thereon, and who contracts for the projects with a Expires Signature licensed contractor(s)pursuant to the Contractors State License Law). WORKERS'COMPENSATION DECLARATION ❑ I am exempt from licensure under the Contractors'State License Law for the ❑ I hereby affirm under penalty of perjury one of the following declarations: following reason: I have and will maintain a certificate of consent of self-insure for workers' By my signature below I acknowledge that, except for my personal residence In compensation,issued by the Director of Industrial Relations as provided for by which I must have resided for at least one year prior to completion of Section 3700 of the Labor Code, for the performance of work for which this improvements covered by this permit, I cannot legally sell a structure that I have per It is iss ed. Policy# TL� G���22 �^ built as an owner-building if it has not been constructed in its entirety by licensed 6 contractors. I understand that a copy of the applicable law, Section 7044 of the ❑ 1 have and will maintain workers' compensation insurance, as required by Business and Professions Code,is available upon request when this application is section 3700 of the Labor Code, for the performance of the work for which this submitted or at the following Web site:hftL),//www.leoinfo.m.gov/wiaw.html. permit is issued. ..My�w,orkers'compensation insurance carrier and policy number are: AL Carrier p�p1\/.0 wvyyA �rh, Co on7 ,^ r L,Property Owner or Authorized Agent Date Expires O i ( �J Policy# V`r�K�-� T J 2,J 3 L -4.r-Z❑ By my Signature below, I certify to each of the following: I am the property Name of Agent Oh S Phone owner or authorized to act on the property owner's behalf. I have read this (This section nee n t be comp ed if the permit is for application and the information I have provided is correct. I agree to comply one-hundred dollars($100)or less) with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to enter the above- 0 1 certify that in the performance of the work for which this permit is issued,I identified property for the inspection purposes. shall not emolov any persons in any manner so as to became subject to the workers' compensation laws of California, and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall forthwith comply with those provisions A Property Owner or Authorized Agent Date " C 9� ����AA-4/y/1I City Business License# Date;�JQJL4 Applicant; wY�' WARNING: FAILURE TO SECU141E WORKERS' HAZARDOUS MATERIAL DECLARATION COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS WILL THE APPLICANT OR FUTURE BUILDING ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DYES OCCUPANT HANDLE A HAZARDOUS MATERIAL ORA DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE MIXTURE CONTAINING A HAZARDOUS MATERIAL LABOR CODE, INTEREST,AND ATTORNEYS FEES ❑NO EQUAL TO OR GREATER THAN THE AMOUNTS CONSTRUCTION LENDING AGENCY SPECIFIED ON THE HAZARDOUS MATERIALS I hereby affirm that under the penalty of perjury there is a construction lending INFORMATION GUIDE? agency for the performance of the work which this permit is issued (Section WILL THE INTENDED USE OF THE BUILDING BY THE 3097 Civil Code) APPLICANT OR FUTURE BUILDING OCCUPANT REQUIRE - Lender's Name DYES A PERMIT FOR THE CONSTRUCTION OR MODIFICATION FROM THE SOUTH COAST AIR QUALITY MANAGEMENT Lender's Address ❑NO DISTRICT(SCAQMD)SEE PERMITTING CHECKLIST FOR OWNER BUILDER DECLARATIONS GUIDE LINES I hereby affirm under penalty of perjury that I am exempt from the Contractor's PRINT NAME: License Law for the reason(s)indicated below by the checkmark(s)I have placed DYES WILL THE PROPOSED BUILDING OR MODIFIED FACILITY next to the applicable items)(Section 7031.5. Business and Professions Code: BE WITHIN 1000 FEET OF THE OUTER BOUNDARY OF A Any city or county that requires a permit to construct, alter, improve, demolish, ❑NO SCHOOL? 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 provisions of the Contractor's State License Law(Chapter 9 (commencing with I HAVE READ THE HAZARDOUS MATERIAL Section 7000)of Division 3 of the Business and Professions Code)or that he or DYES INFORMATION GUIDE AND THE SCAQMD PERMITTING she is exempt from licensure and the basis for the alleged exemption. Any CHECKLIST. I UNDERSTAND MY REQUIREMENTS violation of Section 7031.5 by any Applicant for a permit subjects the applicant to ❑NO UNDER THE STATE OF CALIFORNIA HEALTH AND SAFETY a civil penalty of not more than($500).) CODE, SECTION 25505 25533 AND 25534 CONCERNING ❑ I, as owner of the property, or my employees with wages as their sole HAZARDOUS MATERIAL AEPORI�ING. compensation,will do( )all of or( ) porting of the work, and the structure is PROPERTY OWNER OR AUTHORIZED AGENT not intended or offered for sale.(Section 7044,Business and Professions Code; The Contractor's State License Law does not apply to an owner of a property X who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale.If,however, the building or improvement is sold within one year of completion, the Owner- Builder will have the burden of proving that it was not built or improved for the purpose of sale). BU I LDING & SAFETY PERM IT/PLAN CHECK APPLICATION Building & Safety Dept. F Menifee YY DEC 15 2014 DATE 1 IS PERMIT/PLAN CHECK NUMBER ' ed TYPE: O COMMERCIAL WIDENTIAL O MULTI-FAMILY O MOBILE HOME C POOL/SPA O SIGN SUBTYPE: O ADDITION ALTERATION 0 DEMOLITION O ELECTRICAL O MECHANICAL " NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES / DESCRIPTION OF WORK S� PROJECTADDRESS �. / U r• ASSESSOR'S PARCEL NUMBER 3�� - � � —' 400 LOT TRACT OWNER NAME ✓] Q ADDRESS /' (-* PHONE 9S 10• C� EMAIL APPLICANT NAME \ '�' G4.; ADDRESS PHON� EMAIL i�yn+ i - '✓�'I CONTRACTOR'S NAME ePtMS UILDER? OYES 0 NO BUSINESS NAME ADDRESSb ©* F CJ2,r'1 PHONQOJp '�" ZI EMAIL CONTRACTOR'S STATE LIC NUMBER �v�I �/� LICENSE CLASSIFICATION F VALUATION$ Q SQFT GOB LSQFT fI LI , SA,� \ _ t� y APPLICANT'S SIGNATURE L' DATE I CITY STAFF USE ONLY d I� DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP INVOICE C7� PAIDAMOUNT C AMOUNT I , - 1 1 CASH 0CHECK# REDIT CARD VISA/MC PLAN CHECK FEES PAID AMOUNT O CASH O CHECK N O CREDIT CARD VISA/MC OWNER BUILDER VERIFIED OYES O NO DL NUMBER NOTARIZED LETTER <% YES ') NO City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777 www.cityofinenifee.us Inspection Request Line 951-246-6213 ESR-1258 S REPORT Reissued Reissued August 1, 2006 This report is subject to re-examination in one year. !CC Evaluation Service, Inc. 61LIsrtesaReg10ral office 5360 Workman Mill Road,Whiter,California 9 , ■(562)699-0543 Regional Office■900 Montdair Road,Suite A Birmingham,Alabama 35213 ■(205)599�9800 www.icc-es.ora Regional office 4051 West Flossmoor Road Country Club Hills,Illirds 60478■(708)799-2305 DIVISION: 07—THERMAL AND MOISTURE PROTECTION the manufacturer's published installation instructions, the Section:07460—Siding applicable code and this report. REPORT HOLDER: ®n08 The siding shall be installed over solid sheathing with an Q1ty 11 tgty 0ep4. approved water-resistive barrieras required by the applicable d( iisa code. Flashing in accordance with the applicable code shall ASSOCIATED MATERIALS INC.,AL%V6E�IVISION be installed at all openings,penetrations,and abutments with 3773 STATE ROAD DEC , 5 Z0�4 dissimilar materials, and at terminations of the sidings and AKRON,OHIO 44273 soffit,to maintain the weather tightness of the assembly. (330)922-7627 p-�j In order to maintain the design wind pressure identified in www.alside.com �e�E)ive`^ Tables 3 and 4 of this report,the wood stud framing or wood furring strips shall have a minimum specific gravity of 0.42, EVALUATION SUBJECT: Additionally, such furring strips,wood framing materials and related fastenings shall be of sufficient strength to resist the ALSIDE PREMIUM VINYL WALL SIDINGS imposed loads required by the applicable code.Fasteners for attaching the siding to framing or furring strips shall be of the 1.0 EVALUATION SCOPE size and type set forth in Tables 3 and 4 of this report. Compliance with the following codes: Fasteners shall be installed through the center of the nailing ■ 2003 Internationa/Building Code'(IBC) slots at the spacings indicated in Tables 3 and 4 of this report, /x based upon the design wind pressure,leaving a minimum'/„ {I ■ 2003 International Residential Code®(IRC) inch(0.8 mm)space between the fastener head and the vinyl ■ BOCA°National Building Code/1999 (BNBC) nailing hem,so as not to restrict movement due to expansion ■ 1999 Standard Building Code(SBC) and contraction. In jurisdictions enforcing the UBC, fastener spacing shall comply with UBC Section 1404.2. ■ 1997 Uniform Building Code M (UBC) A , /,-inch (6.4 mm) gap shall be provided at all openings Properties evaluated: and terminations for expansion and contraction. Joints ■ Durability between panels shall be overlapped a minimum of 1 inch v ■ Exterior veneer (25.4 mm). ' ■ Wind load resistance 4.2 Wind Resistance: 2.0 USES The design wind pressure shall be determined in accordance with the requirements of the applicable code(Chapter 16 of Alside Premium Vinyl Wall Sidings are used exterior wall the IBC, UBC, BNBC,and SBC,or Section R301.2.1.1 of the coverings over an approved sheathing capabllee of supporting IRC)and shall not exceed the values shown in Tables 3 and the imposed loads, including but not limited ri positive 4 of this report. Windload resistance of the soffit panels is transverse wind load; and as a closure material on the underside of exposed eaves(soffits), outside the scope of this report, except where specifically listed in Table 3 of this report and where installation is as 3.0 DESCRIPTION siding. Alside Premium Vinyl Wall Sidings are extruded from 5.0 CONDITIONS OF USE polyvinyl chloride (PVC) resins and conform to the requirements of ASTM D 3679. The panels are available in The Alside Premium Vinyl Wall Sidings described in this differentcolors and with asmooth finish or an embossed matt report comply with those codes specifically listed in Section or wood grain texture. The sidings have a variety of 1.0 of this report, subject to the following conditions: thicknesses and profiles.Referto Table 1 ofthis report forthe 5.1 Installation complies with this report,the manufacturer's panel names, thicknesses, lengths and profiles of sidings. published installation instructions and the applicable Table 2 of this report indicates the styles and characteristics code. If there is a conflict between the installation of the vinyl soffit panels. Accessory iterC-ITrOPMENIFEE instructions and this report,this report shall govern. starter strips, J-channels and trim are manu{{actured of the B ® �,B�raae�l same material as the sidings. BUILDING AND JAFistaTlafionEoPn bu*Idtin�gs of Tpe V(IBCTngs Ia nd U limited BC),Type 4.0 INSTALLATION 5 (BNBC) and/or Type VI (SBC) construction, and to 4.1 General: PLAN APPROVAL construction permitted by the IRC. Installation of the Alside Premium Vinyl Wall Sidings, 5.3 4Theeenor walls shall be braced or sheathed to resist including the panels, corners, starter strip�sq, trim�an®d othegr� loads with a ro dri sh in accordance accessory items, shall be in accordance CYV�� DYit t code. pp�� fCt CYV CtJ DATE w REPORTS a t rhcumh Jrprs nunSath ne..w ny rh ruu hr- n peoficul4 a!l e.eJ,nnr rc rh¢y to he cnrutn.ed ru an errJurvem nt/y, hj ,,/d repunorar p iron l,'I `- e'se' (aril"steal(nLoYLB`Nt<'�Y�iftflCB't0'fSC�BrpeTmlf 'Iy�V'aR�n.hng L or nrher uu ur rLcv rip r o .r ro anu p �duit uro.reJ Appr[�iA pans of,any violation of any provisions of the federal,state or city Copyright m 2006 regulations and ordinances. This set of approved plans must be kept on the Page 1 of 4 jobsite until completion. Page 2 of 4 ESR-1258 5.4 The siding shall be installed only on exterior walls 6.4 A quality control manual. covered by solid sheathing capable of supporting the imposed loads. 7.0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED The Alside Premium Vinyl Wall Sidings described in this report are identified by a stamp bearing the Alside or AMI 6.1 Manufacturer's published installation instructions. (Associated Materials Inc.) name and/or trademark, the product type,the statement"Conforms to ASTM Specification 6.2 Data in accordance with the I, date Evaluation D 3679," the statement "Conforms to UBC Standard 14-2" Guideline far Vinyl Siding ( bruar, dated September and the evaluation report number(ESR-1258). 2003(editorially corrected February 2004). '. 6.3 Reports of tests in accordance with ASTM D 5206, - TABLE 1—SIDING DESCRIPTIONS SIDE PREMIUM VINYL WALL SIDING Product Name Product Description I Exposure Thickness Length BOARD&BATTEN® Premium Vertical lVertical 5'/2^Board&I%"Batten 7 in.(178 mm) 0.050 in.(1.27 mm) 10 ft.-0 in.(3048 mm) CENTER LOCK'-SERIES Double 4'/2 Horizontal Double 4'/2'Clapboard Siding Dutch Lap 41/, Horizontal Double 4'/2'Dutch Lap Siding 9 in.(229 mm) 0.044 in.(1.12 mm) 12 ft.-1 in.(3683 mm) Sears lHorizontal Double 4'/2'Clapboard Siding CHARTER OAK®SERIES Charter Oak'® Horizontal Double 4V2'Clapboard Siding g in.(229 mm) 0.046 in. (1.12 mm) 12 ft.-1 in.(3683 mm) Charter Oak®XL Horizontal Double 4'12'Clapboard Siding 16 ft.-8 in.(5080 mm) Charter Oak® Horizontal Double 41/2"Dutch Lap Siding 9 in 046 in 12 ft.- 1 in. (3683 mm) Charter Oako XL Horizontal Double 41/,"Dutch Lap Siding .(229 mm) 0. .(1.12 mm) 16 ft.-8 in.(5080 mm) CONQUEST®SERIES Conquest® Horizontal Double 4'/z'Clapboard Siding Conquest® Horizontal Double 4'/,'Dutch Lap Siding 9 in.(229 mm) 0.040 in.(1.02 mm) 12 ft.- 1 in.(3683 mm) Conquest® lHorizontal Triple 3"Siding HISTORICAL COLLECTION Williamsport°)Colonial Horizontal 6'/z'Beaded Clapboard Siding 6'/,in.(165 mm) 0.044 in.(1.12 mm) 12 ft.-4 in.(3759 mm) LANDSCAPETm SERIES Double 4 Horizontal Double 4"Clapboard Siding g In.(203 mm) 0.040 in.(1.02 mm) 12 ft.-6 in.(3810 mm) Dutch Lap 4 lHorizontat Double 4"Dutch Lap Siding ODYSSEY'PLUS SERIES Double 4 Horizontal Double 4"Clapboard Siding 8 in. (203 mm) 12 ft.-6 In.(3810 mm) Dutch Lap 4 Horizontal Double 4"Dutch Lap Siding 10 in.(254 mm) 0.044 in.(1.12 mm) 12 ft.-0 in. (3658 mm) Double 5 Horizontal Double 5"Clapboard Siding 8 in. (203 mm) 12 ft.-6 in, (3810 mm) Dutch Lap 5 Horizontal Double 5"Dutch Lap Siding 10 in. (254 mm) 0.044 in. (1.12 mm) 12 ft -0 in. (3658 mm) SENECATm SERIES Double 41/z IHorizontal Double 4'/2'Clapboard Siding Dutch Lap 4'/z Horizontal Double 4'Iz'Dutch Lap Siding 9 in.(229 mm) 0.042 in.(1.07 mm) 12 ft.- 1 in.(3683 mm) AMI VINYL SIDING PRESERVATION SERIES Double 4'/2 Horizontal Double 41/i'Clapboard Siding 12 ft.-1 in.(3683 mm) Double 4'/ Horizontal Double 4'I"Clapboard Siding 9 in.(229 rum) 0.050 in.(t27 mm) z e P 9 16 ft.-8 In.(5080 mm) Double 4% Horizontal Double 4'/2"Dutch Lap Siding 12 ft.-1 in.(3683 mm) h 9 in.(229 mm) 0.050 in.(1,27 mm) Double 41!z Horizontal Double 41/,"Dutch Lap Siding 16 ft.-8 in.(5080 mm) HOME RUN SERIES Home Run Horizontal Double 4'Iz"Clapboard Siding Flome Run Horizontal Double 4Y,'Dutch Lap Sitling 9 in.(229 mm) 0.040 in.(1.02 mm) 12 ft.-1 in. (3683 mm) Page 3 of 4 ESR-1258 TABLE 2—SOFFIT DESCRIPTIONS' PRODUCT NAME PRODUCT DESCRIPTION EXPOSURE THICKNESS LENGTH AllianceT"T4 Premium V-Grooved Premium Soffit' 12 in.(305 mm) 0.040 In. (1.02 mm) 12 ft.-6 in. (3810 mm) Vinyl Soffit Aerated and Solid Charter Oaks Soffit V-Grooved Reinforced Lock Soffit,Aerated and Solid 10 in. (254 mm) 0.042 in. (1.07 mm) 12 ft.-0 in.(3658 mm) Greenbrier Beaded'- V-Grooved Beaded Soffit, 8 in. (203 mm) 0.044 in. (1.12 mm) 12 ft.-6 in.(3810 mm) Soffit Aerated and Solid Super Span- Heavy V-Grooved Super Span Soffit, 10 in. (254 mm) 0.044 in. (1.12 mm) 12 ft.-0 in. (3658 mm) Gauge Premium Soffit Aerated and Solid D5 Economy Soffit V-Grooved Soffit,Aerated and Solid 10 in. (254 mm) 0.040 in. (1.02 mm) 12 ft.-0 in.(3658 mm) Double Five Soffit- 10" V-Grooved Soffit,Aerated and Solid 10 in. (254 mm) 0.040 in.(1.02 mm) 12 ft.-0 in.(3658 mm) Preservation Soffit V-Grooved Reinforced Lock Soffit,Aerated and Solid 10 in. (254 mm) 0.042 in.(1.07 mm) 12 fit.-0 in.(3658 mm) 'The W ric load resistance of the soffits is outside the scope of this report,except for the specific soffits listed in Table 4 of this report,where the soffits are installed as siding. TABLE 3—DESIGN WIND PRESSURES(Ibflft'): LSIDE PREMIUM WALL SIDING AND AMI VINYL SIDING(PRESERVATION AND HOME RUN SERIES) ALSIDE PREMIUM VINYL WALL SIDING IBCIIRC/BNBC/SBC UBC Nails'(inches) Staples'(inches) Nails'(inches) Staples'(inches) PRODUCT NAME 8' 12' 16" 24° 8' 12' 16° 18° 8' 12° 16° BOARD&BATTEN® 7 Vertical Board&Batten 93 71 40 31 129 86 64 57 58 44 25 1 81 54 40 CENTER LOCKT"SERIES Double 4'/2 Clapboard 93 62 47 31 213 142 107 95 58 39 29 113 89 67 Dutch Lap 41l2 Dutch Lap 129 86 64 43 178 11II II9 79 81 54 40 111 74 56 Sears Double 41/z'Clapboard 127 97 82 49 — 79 CHARTER OAK®SERIES Charter Oak Double 4'/2"Clapboard 160 123 104 61 276 184 138 123 100 77 65j 172 115 86 Charter Oak XL Double 4'/,'Clapboard Charter Oak Double 41/2"Dutch Lap 169 120 96 60 236 157 118 105 106 75 60 147 98 74 Charter Oak XL Double 41/2'Dutch Lap CONQUEST°SERIES Conquest Double 442'Clapboard 64 42 31 21 98 65 49 43 40 26 19 61 41 31 Conquest Double 4112"Dutch Lap 93 56 38 28 147 98 73 65 58 35 24 92 61 46 Conquest Triple 3" 73 54 44 27 89 59 44 40 46 34 28 56 37 28 HISTORICAL COLLECTION Greenbriar Triple 3 75 50 38 25 — — — — 47 31 24 — — Williamsporr Colonial Beaded Clapboard 120 80 60 40 — — — — 75 50 37 — — LANDSCAPEM SERIES Double 4 Clapboard 173 116 87 58 160 107 80 71 108 72 54 100 67 50 Double 4 Dutch Lap 4 143 96 71 48 167 112 84 75 89 59 44 106 70 53 ODYSSEY PLUS SERIES Double 4 Clapboard 85 56 42 28 93 62 47 41 53 35 26 58 39 29 Dutch Lap 111 65 42 33 200 133 100 89 69 41 26 125 83 62 ouble-:5 Clapboard 73 50 38 25 75 50 38 25 , -46 , 31 24 �- Dutch Lap 5 84 50 33 25 85 56 42 28 53 31 21 53 1 35 1 26 SENECAT- SERIES Double 41/,Clapboard 80 56 44 28 129 85 64 57 50 35 28 81 54 40 Dutch Lap 4'/ 87 60 47 30 165 110 1 82 73 54 38 29 103 68 51 (Continued) Page 4 of 4 ESR-1258 '.. TABLE 3—DESIGN WIND PRESSURES(Ibf1ft2): `ALSIDE PREMIUM WALL SIDING AND AMI VINYL SIDING(PRESERVATION AND HOME RUN SERIES)(Continued) AMI VINYL SIDING IBC/IRC/BNBCfSBC UBC Nails'(inches) Staples'(inches) Nails'(inches) Staples'(inches) PRODUCTNAME 1 8' 12' 1164 1 244 1 8' 12' 116' 1 184 1 8' 112 16° 8' 12' 164 AMI VINYL SIDING PRESERVATION SERIES Preservation Double 41/2 Clapboard 147 98 73 49 266 177 133 118 92 61 46 167 111 83 Preservation Double 41/2 Dutch Lap 169 112 84 56 248 165 124 110 106 70 53 156 104 78 - HOME RUN SERIES Home Run Double 4 Clapboard 64 42 31 21 98 65 49 43 40 26 19 61 41 31 Home Run Double 4 Dutch Lap 93 56 38 28 147 98 73 65 58 35 24 92 61 46 For SI: 1 inch=25.4 mm: 1 Ibf/ft'=0.0479 kPa 'Roofing nails shall be a minimum of 1'/2 inches(38 mm)long with'/,inch-diameter(3.2 mm)shanks and%inch-diameter(9.5 mm)heads. 'Staples shall be a minimum of 0,inches(38 mm)long and 0.057 inch(1.44 mm)in diameter. 'Values based on minimum'/,inch-thick(12.7 mm)plywood sheathing attached to 2-by-4 wood studs spaced a maximum of 16 inches(406 mm) on center. 'Fasteners shall penetrate the sheathing into the stud. TABLE 4—DESIGN WIND PRESSURES(Ibflft2): ALSIDE PREMIUM VINYL SOFFIT INSTALLED AS SIDING,AND AMI VINYL SIDING LANDSCAPET.SERIES ALSIDE PREMIUM VINYL SOFFIT(INSTALLED AS SIDING) IBCIIRCIBNBCISBC I UBC Product Name Load(Nail Spacing') Charter Cake Triple 3 Soffit 40(@ 16 in.o.c.)' 25(@ 16 in.o,c.)' Economy®Double 5 Solid Ill (@ 6 in.o.c.)2 69(@ 6 in.o.c.)' Alliance T-T4 Triple 4 Soffit(Solid) 62(@ 6 in. o.c.)' 39(@ 6 in. o.c,)' Super Span'' Double 5 Soffit(Solid) 67(@ 10 in.o.c.)' 42(@ 10 in,o.c.)° Greenbriar 8"Solid Vertical/Soffit 62(@ 12 in.0.0.)' 39(@ 12 in.o.c.)' AMI VINYL SIDING Landscaper""Series Home Run Double 4 ' Clapboard 62(@ 6 in.o,cJ 39(@ For St: 1 inch=25.4 mm: 1 Ibf/ft'=0.0479 kPa. 'Roofing nails shall be a minimum of V/2 inches long(38 mm)with a'/a inch-diameter(3.2 mm)shanks and'/e inch-diameter(9.5 mm)heads. 'Based on attachment to furring strips spaced at 18 inches(457 mm)on center. 'Fasteners shall penetrate the sheathing into the stud. 'Based on attachment to furring strips spaced at 10 inches(254)on center. City of Menifee Building & Safety Dept. DEC 15 2014 ,�k —. Received SECTION 07464 VINYL SIDING AND SOFFITS Display hidden notes to specifier. (Don't know how? Click Here) PART 1 GENERAL 1.1 SECTION INCLUDES A. Vinyl siding. 1.2 RELATED SECTIONS (46 A. Section 06100 - Rough Carpentry: Framing and sheathing. B. Section 07900 - Joint Sealers. ♦") 1.3 REFERENCES A. ASTM D 256 -Test Method for Determining the Pendulum Impact Resistance of Notched Specimens of Plastics. 0 B. ASTM D 635 -Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supported Plastics in a Horizontal Position. C. ASTM D 638 -Test Method for Tensile Properties of Plastics. D. ASTM D 648-Test Method for Deflection Temperature of Plastics Under Flexural Load. E. ASTM D 696 -Test Method for Coefficient of Linear Expansion of Plastics. F. ASTM D 1929 -Test Method for Ignition Properties of Plastics. G. ASTM D 2843 -Test Method for Density of Smoke from the Burning or Decomposition of Plastics. H. ASTM D 3679 -Specification for Rigid Poly Vinyl Chloride (PVC) Siding. I. ASTM D 4226 -Test Methods for Impa0SRr_E)VnMEfflF f Foly Vinyl Chloride (PVC) Building Products. BUILDING AND SAFETY DEPARTMENT J. ASTM E 84-Test Method for Surface ��mIof Building Materials. 1.4 SUBMITTALS L IV f UVAL p�/� A. Submit under provisions of Section 01WiVIEWED BY Jo B. Samples: Siding/soffit design, size, and color for approval. DATE C. Manufacturer's installation instructions. "Approval of these plans shall not be construed to be a permit for,or an D. Certificate: Manufacturer's certificatioryopjvrj1} 6qffidtMgistattjMtefedEndl,stateotcity regulations and ordinances. This set of approved plans must be kept on the jobsite until completion, 07464-1 I exceeds the conditions specified herein. 1.5 QUALITY ASSURANCE A. Manufacturer: Maintain rigorous production quality control standards to ensure that vinyl siding and soffit will perform as expected for its intended use. B. Regulatory Requirements: 1. National Building Code -BOCA Research No. 93-42. 2. Standard Building Code - SBCCI Compliance Report No. 9632. 3. Uniform Building Code - ICBO Evaluation Report No. 3663. 4. HUD-FHA Minimum Property Standards. 5. Dade County Florida Acceptance No. 03-1105.05. 6. Texas Department of Insurance Evaluation EC-3. 7. Underwriters Laboratories Listing R14214. 8. State of Florida Product Approval - FL12103 and 12143. 9. NYC Department of Buildings, Materials and Equipment Acceptance (MEA). 10. ICC- ESR-1258, ESR 1133. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Pack siding and soffits two squares per carton and clearly mark each carton with manufacturer's name, siding style, color, identifying lot number, and VSI Certification Stamp. C. Store vinyl siding, soffits, and accessories in clean, dry area, out of direct sunlight. D. Handle material to prevent damage. Do not allow cartons to crease. 1.7 WARRANTY A. Upon completion, provide a written transferable, lifetime limited warranty. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Alside/Siding, which is located at: P. O. Box 2010 ; Akron, OI-I 44309; Toll Free Tel: 800-922-6009; Tel: 330-922-5350; Fax: 330-922- 5387; Email: Dhouston a(2alside.com; Web: www.alside.com B. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 MATERIALS A. Vinyl Siding and Soffits - General Requirements: Produced from polyvinyl chloride (PVC) compounds meeting ASTM D 3679 requirements for compound class number 2. 1. Vinyl Siding Institute Certified. 2. Average Impact Strength: 3.86 ft. lbs./in. (26.61 kPa) of notch at 73.4 degrees F (23 degrees C), per ASTM D 256. 3. Average Impact Strength: 2.4 ft. lbs./in. (16.55 kPa) of notch at 32 degrees F (0 degrees C), per ASTM D 256, 4. Tensile Strength: 6,700 psi (46,195 kPa), per ASTM D 638. 5. Modulus of Elasticity: 410,000 psi (2,826,850 kPa), per ASTM D 638. 07464-2 6. Deflection Temperature: '170 degrees F (77 degrees C), per ASTM D 648. 7. Fire Properties: a. Average Time of Burning: Less than 5 seconds, when tested in accordance with ASTM D 635. b. Average Extent of Burning: Less than 5 mm, when tested in accordance with ASTM D 635. C. Flame Spread Index: 20 (Class A), when tested in accordance with ASTM E 84. d. Smoke Developed Index: Less than 450, when tested in accordance with ASTM E 34. e. Ignition Temperature: When tested in accordance with ASTM D 1929, no self ignition and no flaming; no smoldering at less than 680 degrees F (360 degrees C). 8, Typical Vinyl Siding Properties: a. Camber: Alside sidings and soffits meet all requirements for camber per ASTM D 3679. b. Heat Shrinkage: Alside sidings and soffits meet all requirements for heat shrinkage per ASTM D 3679. C. Impact Resistance: 60 in-lbf, per ASTM D 4226, Procedure A, H.25. d. Weatherability: No surface or structural defects such as peeling, cracking, or chipping when tested per ASTM D 3679. e. Coefficient of Linear Expansion: 3.05 by 10-5 in/in F, per ASTM D 696. f. Gloss: Alside sidings and soffits meet all requirements . g. Surface Distortion: No distortion at 120 degrees F (40.5 degrees C), per ASTM D 3679. 9. Interlock: Post-form style lock with positive interlock, both ends of panels factory cut and notched for overlap. 10. Nail Slots: Elongated 1-inch (25 mm) slots spaced approximately 1/4 inch (6 mm) apart in nailing hem to allow for expansion and contraction. 11, Weep Holes: Small holes under the bottom butt of siding panels to prevent vapor build-up and allow accumulated moisture to escape. 2.3 SIDING A. Vinyl Siding: CenterLock double 4-1/2 inch (114 mm) clapboard. 1. 4-112 inch (114 mm) clapboard profile. 2. Each 9-inch (229 mm)wide horizontal siding panel nominally configured as two 4-1/2 inch (114 mm) panels in the clapboard style with 314 inch (19 mm) butt height. 3. Additional center panel locking configuration with double thick rolled edge nail hem. 4. Length: 12 feet 1 inch (3.68 m). 5. Width: 9 inches (229 mm). 6. Thickness: 0,044 inch (0.11 mm). 7. Color: As selected by Architect from manufacturers standards. PART 3 EXECUTION 3.1 EXAMINATION A. Confirm that all critical dimensions are as specified on the drawings. B. Beginning installation indicates Installer's acceptance of substrate as suitable to accept siding and soffits. 3.2 PREPARATION 07464-3 A. Repair substrate flaws or defects before applying siding or soffits. B. Where necessary, fur surfaces to an even plane and free from obstructions before application. 3.3 INSTALLATION A. Install siding and soffits in accordance with the latest edition of"Vinyl Siding Installation Manual," published by the Vinyl Siding Institute (VSI) and special details from the drawings. B. Install vinyl siding, soffits, and accessories in accordance with best practice, with all joint members plumb and true. 3.4 FIELD QUALITY CONTROL A. After installation of siding and soffits, check entire surface for obvious flaws or defects. B. Replace and repair any problem areas, paying close attention to the substrate for causes of the problem. 3.5 CLEANING A. After application of siding and soffits, clean as necessary to remove all fingerprints and soiled areas. B. Upon completion of siding application, clean entire area, removing all scrap, packaging, and unused materials related to this work. END OF SECTION 07464-4 YI A&s .A101 »�✓ �Sr L, �El31 xr�aAai oYw�Pn w WLYf ��Nl�W 1!lfail�reerl ' w ►.Y � .W..R.r W rfI1f�Y W City of Menifee Building & Safety Dept. DEC 15 20M Received CITY OF MENIFEE BUILDING AND SAFE-n PLAN APPROVAL REVIEWED BY )JP `Approval of these plans shall not be con approval of,any violation of any provision regulations and ordinances. This set of al jobsite until completion. art LJL �o yR 'dktr A► 0 c..a.A 5' MSM �'liv/r Eaw4�w/ 1 -jru cc o 1 I v✓CA EuwhsoN City of Menifee Building & Safety Dept, DEC 15 2014 Received ' DEPARTM �a Trued to be a peen of the federal,sb proved plans must rf .Y 1 z4 fk�„qa� r �ilwr,e'• �.YY�.E BuildingCity of Menifee & Safety Dept. Received r rt . . d