Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BRES2015-0224
iT ) 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: EARL AMMERMAN 9980 INDIANA AVE, STE 3 RIVERSIDE, CA 92503 BRES2015-0224 52444 AVENIDA DIAZ 773252010 HEFi&+*4 E RF DAMi T4 D VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/13/2015 Owner: MARIAN HEFFLEY 52444 AVENIDA DIAZ REMODEL TO GARAGE LA QUINTA, CA 92253 AUG 13 2015 COMMUNITYD��FLpPM�N� Eq_P~ M LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. icense Class: B License No.: 812277 ate: rl J Contractor�N OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, 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 Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: ( ) I, as owner of the property, 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, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work' -himself or herself through his or her own employees, 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 he or she did not build or improve for the purpose of sale.). () I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (� I am exempt under Sec. _ B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Contractor: ALL COUNTY ENVIRONMENTAL & RES 1081 NORTH SHEPARD STREET #H ANAHEIM, CA 92806 (714)917-1400 Llc. No.: 812277 WORKER'S COMPENSATION DECLARATION - I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier:— Policy Number: _ _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become 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. Date: 4F —1 ! /ioApplicant: WARNING: FAILURE TO SECURE WORKERS' COMNSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit., 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon th_e above• mentioned property for inspection purposes. . _ A , ate: V �� YIS� Signature (Applicant or Agent):, iF ry ➢ _ -:. •` 51 c 6 !e sA "x` ._ t>..mZi V-0T g§'?.f' . 'iT } . °.�. .'r L "i- 6 l h x ArDESCRIPTION"�' x>� QTY AMOUNTts }; ",h PAID �r PAID DATE ,$si ;ACCOUNT a,» ns¢.>...: *,r'S >a ..w. <.<a f. �`.f+k ;�.7r n,-�"`r., kat�.^r.<`f<;kk�a.e�i,.""'S-.�-,��7`. HOURLY PLAN CHECK - YES. 10i-6000-4260.0, 2 $140.00 $0:00 '. b' <e.i ...#;"- c Ei£� S � � F y� � c�&�'IIinfY;iFr�3 _a��- x. 1Yi<pT'<">tk <h'?F,:Sj,:m.AW11, a tz' .' ��. Y M`1111' PAID BYE �`��k�,a�z�'��,� WHOD � CHECK # CLTD "El wx y x , 1, �� ,:l X11. �RECEIP�T # �� �� BY�`yy. <� G�xd i £ :au,. i'.�.:. ill '�f'�•" 0. �'d;` i� d .a<S :9 i #:e"' .r %R mix' «..i, 4xI U`}.ESe%.fi<4fb' "5:; '�<^ss, '.sIIEc4Ke : .Cd «i"!e yii (b € .'S _E:,:ri �AIVIOUNT�� f �..DESCRIP�TION:. w.:.�A000UNTg �i QTY ,,, ,;E_ }_i,�s .4' _Lil'35,fD'S�'iP�. PAID, �y PAID DATE :. ;� 94:, _.tST.. x��� x. ,.`<2E eASi.a5-5.4.,;.< -. b.k+". _.3 :.Y HOURLY PLAN' CHECK - YES ' ` 101-0000-42600.. 1.2S". $87.50 $0.00 .4%< N*� .�raq'. L6 4 $Lw'" ia•S=". y; ,. "ID' ., q: i.' J _ ;Y F%S '� `"S4'ity 3iE `-rE z,. i (a f {i�,'P'< •4 �4a�.AYS' `' C 4Y"a € . e �', ne.e'..f eX. ,�yh -. J� p : ._. ° ,B . } LTD Total Paid.forBLDG CITY.STAFF`= PER HOUR. $227.50' $0.00 'y.; 'F>i+•YS ✓n7. -X l °i4_ E 1'6:{ S` ,' >4T`'S� Ff' i t`xia,,'ki!.R�{.3.�e :r�<y:�Wk•�,,,., ��� . BSAS SB1473'FEE 101-0000-2,0306 0 $1.00 $0.00 . x 3.. � IF,�,r.SdT.it .m. :t'.. i`3''w •.. :.heA. �. E}5.m:."r, '3.0 .,.<s.5..2,"�.!v"i"5.r'e=W "Fsn x���� .C<.R' -t �P. .. �ir7. .: i?L3gYi��SL.x„a"5y;'-..p:: it�i'k-"Y!.. �1. •g e: I" vl, Mr.:-�, �ei .Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 .$0.00, '��tL,� - .. 'a ��. .£, i$ '4+,..•,.,:.-� F �.'�;�a s- � ,s' #s ss DESCRIP�TI*ON <s V `i&'�'' � ;§a>� , -C �''�?Fa:s�' Buz". :�sy '"3 ACCOUNT�E i �4i:�MI:.y rices-'<• Ev-�3 AMOUNT<� �;�j'�.y ✓aY .j"4:s��3iw -. ez 7 � �... � PAID DATE; z sE � ", _ z I�, � �� k� � PAID 3f �x .,r DEVICES, FIRST-20 . 101-000042403 0 $24.17 .$0.00 a >> yp� PAID BYE ' :j..... '�SF METHOD.>�3 .RECEIPT ��y�•a'r"'_,c,,:;_'��"; N #a ;, x� v , E � ��� f. . � � P � T FS � ...Ssn�. '�_��_� �� �.e4 W„ e<( ht'Y��Yxi'b<� �k�'�f�f'Tx<.Y. �' ���°SiK 1'f'iPer3_"�fi/'L�s xt5. 'y. <�.•. r, 'Z r,.Sd Kh t, ay '�j4�. La X� �..ui..., ,a n. ..�-!. .... _cai _2�....Ys.._.Ldv: ... .J'YS'Tsiz.C,t5. wk _ :"Zx$rS...�.:. _ _,&:ice. .,.,�u. .....� ":,, �� �,. AYV.+ x`.K. .a'awX".1`:",rs�..-'?: �.°"a.,1F.:Y..mb`L_ _., e. ,_3.•I}.. ._ _ .:. .. . <.5:.. ,Yt DEVICES,.FIRST.20 PC ' '101-0000-42600 r. _ 0` . $24.17 $0.00 �'L - "i. # N4✓� §f+E. � ��-c <c'�'.. ah,y ??',.. # ����"� �: '�:i:<�<'Y.. i%Y�.<.?si Xd II;..tY"c:£.CS�c�:,,�L?..'I✓�`n'-�S�I<➢ :�:�!•."ir. e�' .. �... � i i�. kws _,n':1., ....i,. ':fi ' Total Paid for ELECTRICAL: - $48.34 $0.00 AMOUNT ':,$>g z 5 a�'P, i P,AID'DAT,E '"R, .AID , "'a. :'KI''Ai?�'i<.r3.,.....,<� ?�<.:3. WATER. HEATER/VENT. 101-0000-42401 - 0 $12.09;, $0.00 , `-- NOR k .> .'�_ -max .;.,;:; �' METHODS €� a� x- -. a r..aa�r;�'<s,�xxas�s ' �Ys��:.; � •t�<.�, °. s y ,� RECEIPT}#5"� w,,^,a^r¢ ,,:: '^��;�' z;3°',,rt , 2.. ,, rt 7,°c.��3. CLTD,BY.> .,PAID`BY ��K�'.::..:�;:Yx,f,.�.F ::_ft,{,cy r k .rIIca _:��...`�.: H::.CMECK# i> .. ". .{ h i,.S 5 i'{.£ '+.N. h i ::� ' £h..yi'AS'° ,yrs II„ �.'; A$1 '"`t,.Ie"v " M€+Tc4.F :h xXir � hT<cY..3.. v' "'C I '9$ k y.. �• �'�`,"•� :+x�' .?'' �°' 43'2 , 4 , :ttw, '. f•': � , 4. f x ..h��'Lk��� 6JYu` 3L SL...vi�v$�,� ,:.:�...: � a &. < u : - T -F: n • ,WATER: HEATER/VENT PC'. .101-0006-42600 0 $7.25. $6.00 CK =i Lv .rapt ` -`'? - _<L.'L >} .: #r:.v.. . �.. M.�€hb ea.�..>«<L�: ..�%� ~yam-. <:�. m,�� .+-�6@�A`.$�.`s'h+�. k✓-,::3:✓.th h�ie.:£.y xeKII' � �.�i.: _i„?:..F.�X -w"l: T .. E. •a r.""<it`�v...., .; �kw`}'..t ., .X.:.Lr a 'I' a4..<•:� fS:,k ,.. DESCRIPTION '�h`"'6i!�++L.ti AMOUNT.... `PAIDx PAID DATE; r4TY .;`r? WATER SYSTEM INST/ALT/REP _ ' 101-0000-42401 0 $12.09 ;. $0.00 , r ✓zQ �fm6 �� . �Sz",x ?AIDBY � x � E RECEIPT # `? GHECK # > CLTD BY< . _ a _.� <.•:�.;u.<_ ;,�. �:A.��,�,�...F..,,�<r_� _ E I'METFIOD<��x :,�.�,o��.����z�`"d-:a_i'LTu'.. f. 4 DE, RIPTION� ',a�'sf'e-bi:.a> ,°° ACCOUN �hx 7' :a QTY :ri-?'�;a4<v n ? f i AIVIOUNTr •F.St5 PAIDY ..,;c, ;'< PAID,DAfEy .-_- x..i�t Y .tea 'n1a ....:.?b_.+Ly''..e v'La{•:.w:... RA Frm'!> fi.,�:. S:,k-er-viaL{';6 an r".ax. l.,.E%.<i.,4 : �'�-.t :i•,<..{rr ...:. ... ....�k.'{ 4f<�.. - WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 .$12.09 ' $0.00 .. -- . 3 S -.: � ,1>s�y rz ..Y •i ,4 ;-?`g i ^, Pi41D'BY �`'y� .F" i 7 - � $t'a -. '{;. METHOD E ,. Sn-. zu. ,. ,a'. � RECEIPT # ' i € - 8 # ' CLTD BY R , .O .",: Z� � Viz: �cRi. rh.'4 . �@k.,. .<y'2°..� n;:� ' 2�k'r«cttr¢i rt <..k .F9n¥A"'G" ".E_ _.: ::,::`:�#. � i <�-E_,::z�k .�r? Rr:v,i.G dP' ., '�Y .. �'�, ,CHECK .�Y _... lS� x':Rz4•;' .fi ...:. "�. ;4.nv�: ' Total Paid for PLUMBING. FEES: $43.52 $0.00 �$P xk3M "° :.:.DESCRIPTIONSACCOUNT. t�q TY • L.s s; PAID.DATE .: �.n s,"AMOUNTS sA.,� rte. ._. ,.. A,, —•.c REMODEL, EA ADDITIONAL 500 SF ' 101-0000-42400 0 $43.50 .$0.00 ' x`+"k�;;��'r-:W't x.,s...;;Y :+a,sr k- st -:g� •wa+ ;� ,r�. W= s:' -s "PAID BYE. -*� - gg: ^F fi:,��5'dx.-?'7Y� §i_fx"S:A.,., " r METHOD :' �. --�5' �s'?Y€St"`ir�:kk'�.F�tz. :a3 .''-{:{, t"d'.-;kw( .",� t 'yRECE-IPTe#' `'> . -' !'C F-T.*g a' •i4 CHECK # %rl s CL:TD BYn ,"=' ; .; v r.Y.. _,.`'r._ix.... 77 .r.�i:U 3.za�h.�ss;,�f''i�x�r".". !r:�.;z3x,.'+:F't' i'':<3 1!1 ..t -;;'x ,' g'...' DESCRIPTION �" ,,''i, .3�.kX�....Sv�'?i(k' .".: E -,` �.. .1[,g ACCOUNTS '•$ ,Eyt>f^ki..-..x �PAIDy N • PAIDDATE - fiMw--Z,...<',,.....:� 'I"If". �CtTYAMOUNT ".:,.._ a.. _' "-_, � 2.,., ..�xru�.._.k _RW..�.,..,:-,.'s- .£ct,,:' ..''fit .._ ,-:,,.:. •..- .--e.w REMODEL,, EA ADDITIONAL 500 SF PC 101-0000-42600 0-" $34.80 $0.00 ,4' gra',u. 'x fiHT �PAID BY¢'METHOD '101112 '" ,. `''y:r..:'�, i+ !r''a^.r..s{;3:a,f5�, _'� .i;y r .:.. ...: p��' .+ti�4I CHECK -.1<:. x ri.. ..'^;.ft. CCTD Blf ` ...u?a.»a.."tfzar.. �=sL.7...,a?="�...r>x., ..v,.,:..�....�.�. .r..�_. �,�. __._-w��, .,• A ';' ? `'�`.� s ,RECEIPT# .. _.a�s�."#c.''......_a : a; ..sly. wa:.' .e�ss+- '°SAmrz:x::�.":-..:`4 it . ;.v„ .. .r-...,f.:":a,a IRKa,� �...,' nd. .�,�-.r3FyS:tY,J't..., E�r,,. 4, ACCOIINT� $a �s 1.... [ 4 4f 4, AMOUNT �}- i w34 stf&' �E9+, M ",�-� PAID'."k •y PAIDaDATE �ssa�at'`.DESCRIPTION€.:a�<..��, ,QTY xu� ?r.xM1 ..a�a..G.... w::Exk'�+5e •at 'u{ -en REMODEL, FIRST 100 SF. 101-0000-42400. 0 $49:31 $0.00 :•i+'+}j'zf;> .},: yei R �{ ''?`' xgjT;k3t,r:$a'`e+. -ad; X PAIDB;Y ,Y:.Y':Tt.. _Wxfy3yv2:± METHOD' : ......::3:'`§Pr ]TPH:e: CHECK # CLTp BYx s 5 1���r� h �RECEIPT�#�� c s.tT>r. d DESCRIPTION�ACCOUNT #S R'u z: x s `z:�`.r'•F�.it'�.Y "' •'x' TPAID:DATE e1FA�.* ?"�%�'t� ��,» R 'r ..v�E•>A.. .,,. a,..s�eW n,, , •:.�E Q �,. ,UN._ REMODEL, FIRST 500 SF PC 1101-0000-42600 0 .$134.88 $0.00 tl3'+iPv&--. Ulf ` rH ii?.ii; .^ X V V^iI 1i. v'x,lF:i�`"gky*iy4:.:� moi,' RECEIPT ^ 6e !�xCLTDBY,;. CHECK# tarPAIOBY:.�aMETHOD� >.6a�� =# ,x= .�..:a,> ^ Total Paid forREMODEL: $262.49 "$0.00 . r { DESCRIPTIONS �` ACCOUNTS `. "+...s%'. QT$Y.AMOUNT S�"4;a'. �, �; C";!�?s'„�:':•X... d;' -Tr :5 tom' ,� .,�5.-,., ..+ zP.AID,PAID:;DATE .rx..::,' •u. t" :'- . <i :.;r,. �, .:^•k ..>..:: , : . .h �ti„'.,,, :.M.,. x,i'.?'-: ,YsSx?:;� .r.-rk+: w... , ,f.ax',e” 3':v; ~,FvS SMI - RESIDENTIAL 101-0000-20308 0 $2.60 $0.00 E f _ .^ i a BY F.W ai7?:';tlw £.�[ $ 4`x"`: METHODr���4 FM, Cin CHECK #t k1 iCCTD BY,�, SPAID 11010,'�i _11 E -.a RECEIPT#�� n.s# .� Total _Paid forSTRONG MOTION INSTRUMENTATION sr -At $2.60 $0.00 Description: HEFFLEY / FIRE DAMAGE REMODEL TO GARAGE Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: APPROVED -CONDITIONS Applied: 6/10/2015 SKH Approved: 8/10/2015 JFU Parcel No: 773252010 Site Address: 52444 AVENIDA DIAZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 9 Lot: 13 Issued: UNIT 1 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 PHILIP JUAREZ Details: 675 SQ FT FIRE DAMAGE REPAIR TO GARAGE. REPLACE ROOF ASSEMBLY, WALL FRAMING, DRYWALL, INSULATION, DOOR & STUCCO, AND NEW WATER HEATER. THIS PERMIT DOES NOT INCLUDE ANY ALTERATIONS OR REPAIRS TO KITCHEN AREA ASIDE FROM RAFTER TAILS. 2013 CALIFORNIA BUILDING CODES. Printed: Thursday, August 13, 2015 8:47:26 AM 1 of 5 CJS SYSTEMS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME. ACTION DATE COMPLETION DATE NOTES NOTE PHILIP JUAREZ 7/16/2015 7/16/2015 MISSING STRUCTURAL CALCS FROM 1ST SUBMITTAL (PJ) NOTE JAKE FUSON 6/2S/2015 6/25/2015 NON-STRUC RFC 6/25/2015. PLAN CHECK COMMENTS FROM CONSULTANT KAY HENSEL 7/2/2015 7/2/2015 STRUC BACK & READY FOR CORRECTIONS. 7/2/2015 RECEIVED PLAN CHECK COMMENTS FROM CONSULTANT KAY HENSEL 7/24/2015 7/24/2015 STRUC READY FOR CORRECTIONS 7/24/2015 RECEIVED PLAN CHECK PICKED UP MARY FASANO 7/8/2015 7/8/2015 Andrew Barsoum picked up plans PLAN CHECK PICKED UP STEPHANIE KHATAMI 8/4/2015 8/4/2015 SCOTT PLAN CHECK SENT TO KAY HENSEL 7/20/2015 7/20/2015 STRUC TO YOUNG, DUE BACK 7/24/15 OUTSIDE PC Printed: Thursday, August 13, 2015 8:47:26 AM 1 of 5 CJS SYSTEMS Printed: Thursday, August 13, 2015 8:47:26 AM 2 of 5 0® SYSTEMS ANDREW BARSLUM 951-352-3588 RESUBMITTED NON RESUBMITTAL PHILIP JUAREZ 8/6/2015 8/6/2015 STREUCTURAL ONLY DOES NOT NEED TO GO OUT FOR STRUCTURAL PUT ON ONE WEEK LIST PER JAKE FUSON. RECIEVED CALL FROM APPLICANT REQUESTING STATUS TELEPHONE CALL AJ ORTEGA 6/25/2015 6/25/2015 UPDATE, SHE REQUESTED WE EMAIL OR CALL WHEN ITS READY. NOTIFIED VICKY W/ POWELL AND ASSOCIATES THAT PLANS TELEPHONE CALL JAKE FUSON 8/10/2015 8/10/2015 WERE APPROVED, AND PERMIT WAS READY TO ISSUE PENDING THE ADDITION *OF A CONTRACTOR TO THE PERMIT: NOTIFIED POWELL AND ASSOCIATES THAT PLAN REVIEW WAS TELEPHONE CALL JAKE FUSON 7/6/2015 7/6/2015 COMPLETE AND REVISIONS WERE REQUIRED. SENT BOTH CORRECTION LISTS VIA EMAIL. NOTIFIED VICKY W/ POWELL AND ASSOCIATES THAT PLAN TELEPHONE CALL JAKE FUSON 8/3/2015 8/3/2015 REVIEW WAS COMPLETE. NOTIFIED HER THAT THE NON- STRUCTURAL PORTION WAS APPROVED, BUT STRUCTURAL REQUIRED REVISIONS. CONDITIONS CONDITION DATE DATE CONTACT TYPE DATE ADDED REQUIRED SATISFIED STATUS REMARKS NOTES READY TO ISSUE JAKE FUSON CHECKLIST 8/3/2015 PENDING CONTRACTOR REQUIRED CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT EARL AMMERMAN 9980 INDIANA AVE, STE RIVERSIDE CA 92503 ( Printed: Thursday, August 13, 2015 8:47:26 AM 2 of 5 0® SYSTEMS Printed: Thursday, August 13, 2015 8:47:26 AM 3 of 5 = LJL1SYSTEiMSMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY HOURLY PLAN CHECK - 101-0000.42600 2 $140.00 $0.00 YES HOURLY PLAN CHECK - 101-0000-42600 1.25 $87.50 $0.00 YES Total Paid for BLDG CITY STAFF - PER HOUR: $227.50 $0.00 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: DEVICES, FIRST 20 101-0000-42403 0 $24.17 $0.00 DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 Total Paid forELECTRICAL: $48.34 $0.00 WATER HEATER/VENT 101-0000-42401 0 $12.09 $0.00 WATER HEATER/VENT 101-0000-42600 0 $7.25 $0.00 PC WATER SYSTEM 101-0000-42401 0 $12.09 $0.00 INST/ALT/REP WATER SYSTEM 101-0000-426000 $12.09 $0.00 INST/ALT/REP PC Total Paid for PLUMBING FEES: $43.52 $0.00 REMODEL, EA 101-0000-42400 0 $43.50 $0.00 ADDITIONAL 500 SF REMODEL, EA 101-0000-42600 0 $34.80 $0.00 ADDITIONAL 500 SF PC REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $0.00 REMODEL, FIRST 500 SF 101-0000-426000 $134.88 $0.00 PC Total Paid forREMODEL: $262.49 $0.00 Printed: Thursday, August 13, 2015 8:47:26 AM 3 of 5 = LJL1SYSTEiMSMS INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED . COMPLETED RESULT REMARKS NOTES DATE DATE FINAL" BLD PARENT PROJECTS REVIEWS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATEW RECEIPT # CHECK # METHOD PAID BY DATE SENT DATE DUE DATE NOTES DATE BY SMI - RESIDENTIAL 101-0000-20308 0 $2.60 $0.00 6/24/2015 6/25/2015 REVISIONS REQUIRED CORRECTIONS Total Paid forSTRONG MOTION INSTRUMENTATION SMt $2.60 $0.00 TOTALS:00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED . COMPLETED RESULT REMARKS NOTES DATE DATE FINAL" BLD Printed: Thursday, August 13, 2015 8:47:26 AM 4 of 5 CR SYSTEMS PARENT PROJECTS REVIEWS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER DATE SENT DATE DUE DATE NOTES DATE NON-STRUCTURAL- JAKE FUSON 6/10/2015 6/24/2015 6/25/2015 REVISIONS REQUIRED CORRECTIONS SEE 1ST REVIEW. 2 WK YOUNG 6/10/2015 6/24/2015 7/2/2015 REVISIONS REQUIRED STRUCTURAL - 2 WK ENGINEERING NON-STRUCTURAL - JAKE FUSON 7/17/2015 7/31/2015 8/3/2015 APPROVED- CONTRACTOR REQUIRED PRIOR TO PERMIT 2 WK CONDITIONS ISSUANCE. STRUC DUE BACK 7/24/15 BASED ON STRUCTURAL - 2 WK KATHRYN 7/17/2015 7/24/2015 7/24/2015 REVISIONS REQUIRED CORRECTION LIST. NO 1ST SUBMITTAL CALCS SAMUELS WERE RETURNED AT 2ND SUBMITTAL SO ONLY' REVISED CALCS WERE SENT. NON-STRUCTURAL - JAKE FUSON 8/6/2015 8/13/2015 I 8/10/2015 I APPROVED- I SEE CONDITIONS TAB. 1 WK . CONDITIONS Printed: Thursday, August 13, 2015 8:47:26 AM 4 of 5 CR SYSTEMS t , Permit Details PERMIT NUMBER �. 31 City of La Quinta BRE5201150224 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BRES2015-0224 -1ST 1ST REVIEW - NON- DOC 6/25/2015 JAKE FUSON STRUCTURAL REVIEW - NOW 0 STRUCTURAL CORRECTIONS. CORRECTIONS.docx.pdf 1ST REVIEW - BRES2015-0224 -1ST DOC 7/6/2015 JAKE FUSON STRUCTURAL REVIEW - STRUCTURAL 0 CORRECTIONS CORRECTIONS.pdf 1ST REVIEW - BRES2015-0224 -1ST DOC 7/6/2015 JAKE FUSON STRUCTURAL REVIEW.- STRUCTURAL 0 TRANSMITTAL TRANSMITTAL.pdf 2ND REVIEW - BRES20IS-0224 - 2ND DOC 8/3/2015 JAKE FUSON STRUCTURAL REVIEW - STRUCTURAL 0 CORRECTIONS CORRECTIONS.pdf 2ND REVIEW - BRES2015-0224 - 2ND DOC 8/3/2015 JAKE FUSON STRUCTURAL REVIEW - STRUCTURAL 0 TRANSMITTAL TRANSMITTAL.pdf Printed: Thursday, August 13, 2015 8:47:26 AM 5 of 5 ?S YS TERAS ., of U CityQuinta Building &I Safety DivIsibn P.O. Box 1504,78-495 Calle Tampico LaQuinta, CA 92253 -:(760) 777V012 Building Permit Application and Tracking Sheet Perinit # Project Address: S,:),444 AvfA� D Owner's Name:.. A. P. Number. 7 -7 2. t;-2- - v 1 0 Address: ((W Av?n6& D(4z-. Legal Description: City, ST, Zip:l,("I,CU.GftZ °e Contractor: Telephone: Project Description: Address: 2—cfo mc,,>U! A City,4T,Zip: -z -Z3 /V 2_11CL-f Telephone: 7( 2y/7- NO 0 10 State Lic. # City Lie. 9, Arch, EnSr., Des 57 .v C a 1Me-A-1-L, 5-"5V% T-lu— �xx) a-. r c-&- c 1 T Addrew:qj_?D Jnt,4AP, " S43 l r? C, DA City., ST, Zip.-Z,ve(sidi CA 9.-)vo3 Telephone YJ--3S?9 State Lie. #: CoA? 62 sla Name of Contact Person: 10'4!MAL A-mouq4-ese Construction Type: Occupancy: Project type (circle one): Now Add'n Alter Repair Demo Sq. Ft.; # Stories: -F#Uuir,,: Telephone # of Contact Person: Estimated Value of Prqj1c5->( APPLICANT: DO NOT WRITE BELOW THIS LINE Submittal P1411 Sets Req1d Reed TRACKING Plan Check submitted PEPJdW FEES item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. Truss Cale$. Called Contact Person Plan Check Balance. Tide 24 -Calci. Plans picked up Construction Flood plain plan' Plans resubmitted �7 Mechanical Gjading plan 2! Review, ready 'for correctionsrissue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up SALL H.O.A. Approval Plans resubmitted Grading IN HOUSE:. Review; ready for corrections/issue Developer Impact Fee Planning Approval. Called Contact Person A.LP.P. Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees All County Environmental & Restoration, Inc. LICENSE #812277 DOSH #829 August 12, 2015 To Whom It May Concern: Property Address: 52444 Avenida Daiz La Quinta, CA, 92253 All County Environmental & Restoration, Inc. authorizes Wayne Burke to obtain building permit(s) on our behalf for the above referenced property address. Please feel free to contact All County Environmental & Restoration, Inc. with any questions or concerns.. W'er6l` ours, Donald V. Moser President/CEO All County Environmental & Restoration, Inc. 1081 N. SHEPARD ST. SUITE H ANAHEIM, CALIFORNIA 92806 714-917-1400 FAX 714-917-1410 Prescriptive Certificate of Compliance: Residential Water Heating CF -IR -ALT -WH General Information Site Address: 57 444 AVGIVIC)A D I Air Climate Zone: C 15 Date: 7 Cj 15 NOTE. Thisform is only used or alteration or addition of water heating systems WATER IDEATING List water heaters and boilers for both domestic hot water (DHW) heaters and hydronic space heating. Individual dwelling DHW heaters must be gas or propane fired, and may not exceed 50 gallons. Hot water pipe insulation from the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all component packages in all climate zones. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement Energy Factor or Name: 7—,, t t4L4 4 u S -n N Water Heater Type / Distribution Type Number of Tank Capacity Thermal External Tank Fuel Type' Standard z System al Efficiency Insulation R -Value 6 AS -SIA lu h D So o, 1. Indicate Type (Storage Gas, Heat Pump, Instantaneous, etc.) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of 150(n). The Prescriptive requirements do not allow the installation of a recirculating water heatine system for single dweUine units. 3. The water heating tank and pipes shall be insulated to meet the requirements of 1506). Contractor (Documentation Author's /Responsible Designer's Declaration Statement) • I certify that this Certificate of Compliance documentation is accurate and complete. • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: 7—,, t t4L4 4 u S -n N Signature: Company: ?0(etJt; t'it- /j'Vo A%oc i A 7'6 5/A/( . Date: '7 lI 5 /r 5 / Address: V30 jAIDJAlVA" ` 5TC 3 License: City/State/Zip: 9IVE5 f2iDA CA 0(2,503.R51 Phone: -35Z -358S JUL 16-2015 CITY OF LA QU1IVT,q CQMMUNITM ®EVEL®PA T 2008 Residential Compliance Forms March 2010 Prescriptive Certificate of Compliance: Residential Water Heating CF -IR -ALT -WH i General Information Site Address: 52.444 AOGto)0AQ1A7JC1imate Zone: 5 Date: 7T5/15 NOTE. Thisform is only used or alteration or addition of weer heating system WATER HEATING List water heaters and boilers for both domestic hot water (DHKO heaters and hydropic space heating. Individual dwelling DHW heaters must be gas or propane fired, and may not exceed 50 gallons. Hot water pipe insulation from the DHW heater to the kitchen(s) and on all underground hot water pipes is required in all componentpackages in all climate pones. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement Energy Factor or Name j—otA Au4 5tt t -i Water Heater Type / Distribution Type Number of Tank Capacity Thermal External Tank Fuel T e' Standard 2 System al Efficiency insulation R Value 1 ' 1. Indicate Type (Storage. Gas, Heat Pump. Instantaneous, etc.) 2. Recirculating systems serving multiple dwelling units shall meet the recirculation requirements of 150(n). The Prescriptive requirements do not allow the installation of a recirculating water heating system for single dwelling units. 3. The water heating tank and pipes shall be insulated to meet the requirements of 1506). Contractor (Documentation Author's /Responsible Designer's Declaration Statement) • I certify that this Certificate of Compliance documentation is accurate and complete. • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. • I certify that the energy features and performance specifications for the building design identified on this Certificate of Compliance conform to the requirements of Title 24, Parts 1 and 6 of the California Code of Regulations. • The building design features identified on this Certificate of Compliance are consistent with the information provided to document this building design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name j—otA Au4 5tt t -i Signature: J Company: ?0U)CL, — lova A%ac IArES Date: Address:License: V30 i n1O/A1vA- , . 5 -re. 1 City/Sffite/Zip: rztVrRS iDA tit q2'50-:�- Phone: { g5�-35Z-35�S 2008 Residential Compliance Forms f March 2010 "e Technical Data Sheet Landmark SolarisTM Landmark SolarisTM Landmark SolarisTM Shingles Gold Shingles Platinum Shingles CertainTeed SAINT-GOBAIN PRODUCT INFORMATION Landmark Solaris' innovative technology produces a shingle that reflects solar energy in a traditional color palette. All colors are rated by Cool Roof Rating Council (CRRC) for cool roofs and meet California's Title 24 requirements for cool steep slope roofing. All Solaris colors have a Solar X Reflectance (SR) of 0.25 or greater, thus complying with Energy Star® requirements and qualifying for the current federal tax credit for Energy Star qualified roofing products. Further, all Solaris colors have a Solar Reflective Index (SRI) of 29 or higher, which qualifies them for a USGBC LEED®-NC "point' under Urban Heat Island (Roofs). Landmark Solaris shingles are manufactured using the same high standards as all CertainTeed roofing products and are covered by the same superior warranty protection. These shingles are available in "Metric" dimensions —13 1/4" x 38 3/4". This product also features CertainTeed's NailTrakT"' that offers a wider nailing area. Landmark Solaris algae -resistant (AR) shingles have the additional attribute of resisting the growth of algae especially in damp regions. AR shingles are not available in all regions. Colors: Please refer to product brochure or CertainTeed website for the colors available in your region. Limitations: Use on roofs with slopes greater than 2" per foot. Low -slope applications (2" to 4" per foot) require additional underlayment. In areas where icing along eaves can cause the back-up of water, apply CertainTeed WinterGuardTm Waterproofing Shingle Underlayment, or its equivalent, according to application instructions provided with the product and on the shingle package. Product Composition: Landmark Solaris shingles are composed of a fiber glass mat base. Ceramic - coated mineral granules with high solar reflectance are tightly embedded in carefully refined, water- resistant asphalt. Two pieces of the shingle are firmly laminated together in a special tough asphaltic cement. All Landmark Solaris shingles have self-sealing adhesive strips. . Applicable Standards ASTM D3018 Type I ASTM D3462 ASTM E108 Fire Resistance: Class A ASTM D3161 Class F Wind Resistance ASTM D7158 Class H Wind Resistance UL 2390/ASTM D6381 Class H Wind Resistance UL 790 Fire Resistance: Class A UL 997 Wind Resistance Technical Data: Weight/Square (approx.) 250 Ib Dimensions (overall) 13 1/4" x 38 3/4" NYC -MEA -120-79-M ICC Evaluation ReportESR-1389 CSA Standard A123.5-98 (& -05) Ontario BMEC Auth. 97-10-219 Miami -Dade Product Control Approved Florida Product Approval # FL5444 Energy Star Rated CA Title 24, Part 6 (Cool Steep Slope Roofing) USGBC LEED®-NC Shingles/Square 66 Weather Exposure 5 5/8" JUL 16 2015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT s Technical Data Sheet (Continued) Landmark Solaris Shingles Page 2 of 3 Landmark Solaris Color Blend Name CRRC Rated Initial SR CRRC Rated Initial TE CRRC Product ID No. ASTM E408 Initial TE Solar Reflective Index (SRI)* Energy -Star Rated STANDARD COLORS Aged Cedar 0.26 0.92 0668-0055 0.95 29 YES Crystal Gray 0.27 0.92 0668-0058 0.95 30 YES Dusky Clay 0.26 0.93 0668-0057 0.95 29 YES Sunset Shake 0.26 0.92 0668-0056 0.95 29 YES GOLD COLLECTION traditional Max Def colors Max Def Burnt Sienna 0.26 0.91 0668-0053 0.95 29 YES Max Def Heather Blend 0.26 0.93 0668-0054 0.96 29 YES Max Def Resawn Shake 0.26 0.88 0668-0051 0.96 29 YES Max Def Stone ate Gray 0.26 0.91 0668-0074 0.95 29 YES Max Def Weathered Wood 0.26 0.90 0668-0050 0.95 29 YES PLATINUM COLLECTION (high solar reflectance Coastal Tan 0.40 0.91 0668-0079 0.95 47 YES Santa Fe Blend 0.40 0.90 0668-0080 0.94 47 YES Sierra Buff 0.41 0.92 0668-0078 0.95 48 YES *Solar Reflective Index (SRI) is calculated by ASTM E1980, using TE data obtained by ASTM E408. Roofing shingles with SRI > 29 can qualify for a USGBC LEED&NC Urban Heat Island point. INSTALLATION Installation instructions, including diagrams, are supplied on each bundle of shingles, or separate application sheets may be obtained from CertainTeed. Following is a general summary of the installation methods. NOTE - Refer to application instructions supplied with the shingles for further information and procedures. Roof Deck Requirements: Apply shingles to minimum 3/8" thick plywood, minimum 7/16" thick non - veneer (E.g. OSB), or minimum 1" thick (nominal) wood decks. The plywood or non -veneer decks must comply with the specifications of APA -The Engineered Wood Association. Ventilation: Provisions for ventilation should meet or exceed current HUD Standards. To best insure adequate ventilation, use a combination of continuous ridge ventilation (using Ridge FilterVent or Ridge Filter ShingleVent II, manufactured by Air Vent Inc, or a comparable product with an external baffle) and balanced soffit venting. Valleys: Valley liner must be applied before shingles. The Closed -Cut valley application method is recommended, using CertainTeed WinterGuard Waterproofing Shingle Underlayment or its equivalent to line the valley prior to being fully covered by the shingles. Underlayment: On slopes 4" per foot or greater, CertainTeed recommends one layer of DiamondDeckTM Synthetic Underlayment, or Roofers' SelectTm High -Performance shingle underlayment, or shingle underlayment meeting ASTM D226, D4869 or ASTM D6757. Always ensure sufficient deck ventilation, and take particular care when DiamondDeck or other synthetic underlayment is installed. For UL fire rating, underlayment may be required. Corrosion -resistant drip edge is recommended and should be placed over the underlayment at the rake and beneath the underlayment at the eaves. Follow manufacturer's application instructions. 11 technical Data Sheet (Continued) Landmark Solaris Shingles Underlayment: Page 3 of 3 On low slopes (2" up to 4" per foot), one layer of CertainTeed's WinterGuard Waterproofing Shingle Underlayment (or equivalent meeting ASTM D1970) or two layers of 36" wide felt shingle underlayment (Roofers' Select High -Performance Underlayment or product meeting ASTM D226, D4869 or ASTM D6757) lapped 19" must be applied over the entire roof, ensure sufficient deck ventilation. When DiamondDeck or other synthetic underlayment is installed, weather -lap at least 20" and ensure sufficient deck ventilation. When WinterGuard is applied to the rake area, the drip edge may be installed under or over WinterGuard. At the eave, when WinterGuard does not overlap the gutter or fascia, the drip edge should be installed under WinterGuard. When WinterGuard overlaps the fascia or gutter, the drip edge or other metal must be installed over it. Follow manufacturer's application instructions. Fastening (NailTrakTm): Low & Standard Slopes: On low and standard slopes, four nails are required per shingle. There are three nail lines on NailTrak shingles. Position nails vertically between the upper and lower nailing -guide lines. It is acceptable to nail between either the middle and lower lines or between the upper and middle lines. Nails must be of sufficient length to penetrate into the deck 3/4" or through the thickness of the decking, whichever is less. They are to be located 1" and 12" in from each side of the shingle (see instructions on product wraps.) Nails are to be 11 or 12 gauge, corrosion -resistant roofing nails with 3/8" heads. Steep Slopes: On slopes greater than 21" per foot, fasten each shingle with six nails and four 1" diameter spots of asphalt roofing cement (ASTM D4586 Type II) placed under each shingle according to application instructions provided on the shingle package. Fasteners must penetrate the two -layer common bond area that is indicated by the middle and lower NailTrak lines, also illustrated on the shingle package. Application: The recommended application method is the 'Five -Course, Diagonal Method' found on each bundle of shingles. In this method, shingle course offsets are 6" and 11". Instructions also maybe obtained from CertainTeed. These shingles may be used for new construction or for reroofing over existing Metric -sized shingles. Flashing: Use corrosion -resistant metal flashing. Hips and Ridges: Use CertainTeed SolarisTm Hip & Ridge shingles (West Coast) or SolarisTm Accessory shingles (East Coast) of a like color for capping hips and ridges. MAINTENANCE These shingles do not require maintenance when installed according to manufacturer's application instructions. However, to protect the investment, any roof should be routinely inspected at least once a year. Older roofs should be looked at more frequently. WARRANTY Landmark Solaris shingles carry a Lifetime Limited Warranty, 10 -year SureStart protection, and a 10 -year 110 mph wind -resistance warranty (upgradeable to 130 mph when using CertainTeed starter and CertainTeed hip and ridge), and 15 year algae resistance warranty. For specific warranty details and limitations, refer to the warranty itself (available from the local supplier, roofing contractor or on-line at www.certainteed.com). FOR MORE INFORMATION Sales Support Group: 800-233=8990 Web site: www.certainteed.com CertainTeed Roofing CertainTeed P.O. Box 860 Valley Forge, PA 19482 SAINT GOBAIN © Copyright CertainTeed Corporation, 2011 All rights reserved. Updated: 06/2011 DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 3113—ASPHALT SHINGLES F?fiCEIVED. JUL 16 2015 CITY OF L,,4 QU11Vrq CO MMUNIry OEVEL.OQIIAI;N T RECEIVED JUL 16 2015 CITY OF LA QUINTA COMMUNITY DEVELOPMENT REPORT HOLDER: CERTAINTEED CORPORATION 18 MOORES ROAD MALVERN, PENNSYLVANIA 193SS EVALUATION SUBJECT: CERTAINTEED ASPHALT SHINGLES ICC 1CC 1CC C PMC �C1ST.F.�1 Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPQ Award in Excellence" A Subsidiary of ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not esvr specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a 1 recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. xwaaearem Copyright © 2015 / ICC -ES Evaluation Report ESR -1389* Reissued January 2014 This report is subject to renewal January 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 31 13—Asphalt Shingles REPORT HOLDER: CERTAINTEED CORPORATION 18 MOORES ROAD MALVERN, PENNSYLVANIA 19355 (610)341-7000 www.certainteed.com EVALUATION SUBJECT: CERTAINTEED ASPHALT SHINGLES 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, 2009 and 2006 International Building Code® (IBC) ■ 2015, 2012, 2009 and 2006 International Residential Code® (IRC) Properties evaluated: ■ Weather resistance ■ Fire classification ■ Wind resistance 2.0 USES The CertainTeed asphalt shingles described in this report comply with ASTM D3462 and are Class A roof coverings when installed as described in this report. 3.0 DESCRIPTION 3.1 General: CertainTeed asphalt shingles are available as three -tab, four -tab, no cut-out and laminated asphalt shingle roof covering materials. See Table 1 and Figure 1 for recognized product names, shingle types, manufacturing locations, overall dimensions, installed weights, maximum exposure to the weather, and fastening details. The shingles are self-sealing by means of adhesive strips located on either the weather side or the underside. See Figure 1 for adhesive strip location for field shingles and Starter Strip shingles. 3.2 Three -tab, Four -tab and No Cut-out Shingles: Three -tab, four -tab and no cut-out shingles are composed of a single layer of fiberglass mat, impregnated and coated with asphalt on both sides, and surfaced with mineral roofing granules on the weather side and a mineral release agent on the back side. 3.3 Laminated Shingles: Laminated shingles, including two -layer laminated, three - layer laminated and tri -laminate laminated shingles, are composed of multiple thicknesses of coated and surfaced fiberglass mat, cut and bonded together in different patterns. The weather side is surfaced with mineral roofing granules, and the back side is surfaced with a mineral release agent. 3.4 Accessory Shingles: 3.4.1 Hip and Ridge Shingles: Hip and ridge shingles are factory -made shingles to be used for covering hips and ridges. The hip and ridge shingles are composed of the same materials as the roof shingles. Some of the hip and ridge shingles have perforations that extend from the top of the cut-out to the top of the shingle, which facilitate the tearing of the shingle into three or four equal pieces. Others are manufactured as single hip and ridge units. 3.4.2 Starter Strip Shingles: Starter Strip shingles are factory -made shingles to be used as the starter course (under the first course of roof shingles). The Starter Strip shingles are composed of the same materials as the roof shingles. The shingles are supplied in 7 -inch -by -36 -inch - long (178 by 914 mm); 10 -inch -by -36 -inch -long (254 by 914 mm); or 7 -inch -by -393/8 -inch -long (178 by 1000 mm) strips. As an alternative to factory -made starter strips, starter strips can be formed by removing the lower tab portions of the factory -made shingles except for the Presidential Shake and Presidential Shake TL shingles. For Presidential Shake and Presidential Shake TL shingles, the Presidential Starter shingles consist of one 131/4-inch-wide-by-40-inch-lony (337 mm by 1016 mm) base shingle and one 11 /4 -inch -wide -by -40 -inch -long (286 mm by 1016 mm) base shingle. 3.5 Fasteners: Fasteners must comply with ASTM F1667 and must be minimum No. 12 gage [0.105 -inch -diameter (2.67 mm) shank], 3/8 -inch -diameter -head (9.5 mm), galvanized steel, stainless steel, aluminum or copper roofing nails. Fasteners must be of sufficient length to penetrate into the sheathing 3/4 inch (19.1 mm), or through the sheathing, whichever is less. 3.6 Underlayment: The roof underlayment must comply with ASTM D226 Type I or Type II, ASTM D4869 Type I or Type II, 'Revised April 2016 ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by JCC Evaluation Service, LLC, express or implied as to any finding or other matter in this report, or as to any product covered by the report Copyright 0 2015 WOR ,IIri.1WW Page 1 of 13 ESR -1389 1 Most Widely Accepted and Trusted Page 2 of 13 ASTM D6757 or ASTM D1970, or must be underiayment recognized in a current ICC -ES evaluation report as a non -asphaltic fiberglass -based roof underlayment or polypropylene roof underlayment that may be used with Class A asphalt shingles. In areas where there has been a history of ice forming along the eaves causing a backup of water, ice dam protection in accordance with IBC Section 1507.2.8.2 or IRC Section R905.2.7.1 must be provided. 3.7 Asphalt Cement: Asphalt roofing cement must comply with ASTM D4586, Type I, Class I, or Type Il, Class I. C��1•L I ��1 ��,t1iL�]Pl 4.1 New Construction: 4.1.1 General: When installed on new construction in accordance with this section, the shingles are a Class A roof covering. The shingles must be installed in accordance with IBC Section 1507.2 or IRC Section R905.2, except as noted in this report. The roof deck must be code -complying, minimum /8 -inch -thick (9.5 mm) exterior -grade plywood; 7/ig-inch-thick (11.1 mm) oriented strand board (OSB); or nominally 1 -inch -by -6 -inch lumber installed as solid sheathing conforming to IBC Sections 2304.7.2 or 2308.10.8. Minimum roof slope must be 2:12 (16.7%). The maximum roof slope must be as stated in Section 4.1.2 of this report. Installation instructions are included as part of the identification label attached to each bundle of shingles. (See Section 7.0.) Underlayment must be as described in Section 3.6 of this report, and applied in accordance with IBC Section 1507.2.8 or IRC Section R905.2.7. 4.1.2 Application: 4.1.2.1 Eave and Rake Edges of the Roof: 4.1.2.1.1 Roof Slopes of 2:12 to 21:12 (16.7% to 175%): Starter Strip shingles must be attached to the eave and rake edges with four or five fasteners, equally spaced along the nail line as shown in Figure 1. The Starter Strip shingles must overhang the eave and rake edges by 1/2 to 3/4 inch (12.7 to 19.1 mm). 4.1.2.1.2 Roof Slopes Greater than 21:12 (175%): Starter Strip shingles must be attached to the eave and rake edges with four or five fasteners, equally spaced along the nail line as shown in Figure 1. The Starter Strip shingles must overhang the eave and rake edges by 1/2 to 3/4 inch (12.7 to 19.1 mm). 4.1.2.2 Field of the Roof: The first course of field shingles must be installed over the starter course. Each course of shingles must be offset from the preceding course as shown in Figure 2 and as specified in Table 1. Fastening details, including number and location of fasteners, and maximum exposure to the weather, are described in Table 1 and Figure 1. Methods of fastening for roof slopes of 2:12 (16.7%) to 21:12 (175%) and for roof slopes greater than 21:12 (175%) are as shown in Figure 1 for the standard and high -wind applications. For slopes greater than 21:12 (175%), the shingles must also be hand -sealed as described in Section 4.1.2.4. 4.1.2.3 High Wind Fastening: Shingles must be fastened with four or five No. 12 gage roofing nails, described in Section 3.6, as shown in Figure 1, when the shingles are installed under the following conditions: 4.1.2.3.1 2015 and 2012 IBC: When the roof is installed in applications where the ultimate design wind speed, V„n, is 140 mph (224 km/hr) or greater. 4.1.2.3.2 2009 and 2006 IBC: When the roof is installed in applications where the basic wind speed is 110 mph (177 km/h) or greater. 4.1.2.3.3 2015 IRC: When the roof is installed in applications where the ultimate design wind speed, V„ n, is 140 mph (224 km/hr) or greater. 4.1.2.3.4 2012, 2009 and 2006 IRC: When the roof is installed in areas where the basic wind speed is 110 mph (177 km/h) or greater. 4.1.2.4 Shingle Sealing: In colder climates or wind regions where it is questionable whether the factory - applied adhesive will activate and seal the shingles, the shingles must be hand -sealed to the satisfaction of the code official. Hand -sealing must consist of applying a minimum of four 1 -inch -diameter (25.4 mm) spots of asphalt roofing cement to the unexposed surface of the underlying course of shingles, equally spaced across each shingle. For three -tab and four -tab shingles, one spot of asphalt roofing cement must be placed under each corner of each tab (two spots per tab); the tab must then be pressed into the cement. For laminated shingles, four equally spaced spots of asphalt roofing cement must be placed under the exposed portion of the shingle; the shingle must then be pressed into the cement. 4.1.2.5 Hip and Ridge Shingles: Hip and ridge shingles must be placed evenly over hips and ridges (or over shingle -over ridge vents), and fastened to the roof deck with two fasteners, located on -either side of the shingle, along the nail line as shown in Figures 1 and 3. 4.1.3 Valley Construction: Open valleys are recommended by CertainTeed, although closed -cut valleys may be used for Grand Manor, Carriage House, Presidential TL, Presidential Shake and Landmark TL shingles. Closed -cut valleys are recommended by CertainTeed for all other shingles. Acceptable valley construction for closed -cut, California closed -cut, or woven valleys requires that a 36 -inch -wide (914 mm), 50 -pound - per -100 -square -foot (2.4 kg/m2) or greater, smooth - surfaced roll roofing, complying with ASTM D6380, or specialty underlayment complying with ASTM D1970, be installed vertically in the valley over required underlayment. The California valley methods must be limited to Landmark shingles for slopes of 4:12 or greater and are further described in Figure 4 of this report. Fasteners must not be placed within 6 inches (152 mm) of the valley centerline. For open valleys, corrosion -resistant metal valley flashing must be centered and placed vertically in the valley over the smooth -surfaced roll roofing, or specialty underlayment. • Corrosion -resistant metal valley flashing must be as follows: 2015, 2012 and 2009 IBC: A minimum of 24 inches (610 mm) wide, complying with IBC Table 1507.2.9.2. • 2006 IBC: A minimum of 16 inches (406 mm) wide, complying with IBC Table 1507.2.9.2. • IRC: A minimum of 24 inches (610 mm) wide, complying with IRC Table R905.2.8.2. 4.2 Installation—Reroofing: When installed over existing wood shingle or Class A or Class C asphalt shingle roofs in accordance with this section (Section 4.2), the shingle products are recognized as Class A roof coverings. The existing wood or asphalt shingle roof covering must be inspected in accordance with provisions and limitations of IBC Section 1510 or IRC Section R907, as applicable. Prior to the reroofing, hip and ridge covering must be removed, and a single layer of ESR -1389 1 Most Widely Accepted and Trusted Page 3 of 13 ASTM D226, Type II, nonperforated, felt underlayment must be installed over the existing wood shingles. Except as noted in this section, the shingles must be installed in accordance with Section 4.1 of this report. Fasteners must be of sufficient length to penetrate 3/4 inch (19.1 mm) into the sheathing, or through the sheathing, whichever is less. Flashing and edging must comply with Section 4.1.3 of this report and the following, as applicable: • 2015 IBC: Sections 1511.5 and 1511.6. • 2012, 2009 and 2006 IBC: Sections 1510.5 and 1510.6. • 2015 IRC: Section R908.5 and R908.6. • 2015, 2009 and 2006 IRC: Sections R907.5 and R907.6. 5.0 CONDITIONS OF USE The CertainTeed Asphalt Shingle Roof Covering Systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The shingles must be manufactured, identified, and installed in accordance with the applicable codes, this report, and the manufacturer's published installation instructions. If there is a conflict between the manufacturer's published installation instructions and this report, this report governs. 5.2 The products are manufactured in Avery, Ohio (AV); Ennis, Texas (EN); Fremont, California (FR); Norwood, Massachusetts (NW); Oxford, North Carolina (OX); Peachtree City, Georgia (PT); Portland, Oregon (PO); Shakopee, Minnesota (SH); Shreveport, Louisiana (SP); and Wilmington, California (WI), under a quality control program with inspections bylCC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with ASTM D3462. 6.2 Reports of wind resistance testing in accordance with ASTM D3161 and ASTM D7158. 6.3 Quality documentation. 7.0 IDENTIFICATION Each bundle of shingles bears a label with the name and address of the CertainTeed Corporation manufacturing plant; the product brand name; the Class A roof classification; the installation instructions; and the evaluation report number (ESR -1389). Additionally, in accordance with ASTM D3462, each bundle of shingles is marked with the area of the roof surface covered and the style, type and color of the product. TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS DIMENSIONS MAXIMUM LOCATION OF NAIL PRODUCTS SHINGLE TYPE PLANT LOCATION PLANT (width x height) EXPOSURE "LINE" (distance DESIGNATION (inches) TO THE WEATHER above shingle butt) (inches) (Inches) SHINGLES (See Note 1) (See Note 2) Grand Manor 3 -Layer Laminated Oxford, NC OX 36 x 18 8 85/8 Carriage House 2 -Layer Laminated Oxford, NC OX 36 x 18 8 85/8 Presidential Shake TL Tri -Laminate Fremont, CA; Shakopee, MN FR SH q0 x 14'/a 4 9 Presidential Shake Laminated Fremont, CA; FR 40 x 14'/4 4 9 Shakopee, MN SH Presidential IR Laminated Impact Resistant Shakopee, MN SH 40 x 14'14 4 9 Presidential Solaris Laminated Fremont, CA FR 40 x 141/4 4 9 Landmark TL TrfLaminaLe Fremont, CA; FR 40 x 13,14 5 5% 6'/,. Oxford, NC OX Avery, OH; AV, Norwood, MA; NW, Oxford, NC; OX. Landmark Premium Laminated (Metric) Peachtree City, GA; PT, 383/4 x 13'/4 55/8 81/8 Portland, OR; PO, Shakopee, MN; SH, Shreveport, LA; SP, Wilmington, CA WI Peachtree, GA; Landmark Solaris Laminated (Metric) Porttand,OR; PT, PO, wl 383/4 x 13'/4 5518 61/8 Wilmington, CA Landmark Sotaris IR Laminated (Metric) Impact Peachtree, GA PT 38314 x 13'/4 55/8 6'/e Resistant Avery, OH; AV, Norwood, MA; NW, Oxford, NC; Ox, Landmark Pro Laminated (Metric) Peachtree City, GA; PT, 383/4 x 13'/4 5518 6118 Portland, OR; PO, Shakopee, MN; SH, Shreveport, LA; SP, Wilmington, CA WI Landmark IR Laminated (Metric) Impact Shreveport LA SP 383/4 x 13'/e 55/8 6'/e Resistant Avery, OH; AV, Ennis, Texas; EN, Norwood, MA; NW, Oxford, NC; ox, Landmark Laminated (Metric) Peachtree City, GA; PT, 3a3/4 x 13'/4 55/8 6'/8 Portland, OR; PO, Shakopee, MN; SH, Shreveport, LA; SP, Wilmington, CA wI ESR -1389 1 Most Widely Accepted and Trusted Page 4 of 13 TABLE 1—PRODUCT DESCRIPTIONS AND MANUFACTURING LOCATIONS (Continued) PRODUCTS SHINGE TYPE PLANT LOCATION PLANT DIMENSIONS (width x height) MAXIMUM EXPOSURE TO THE WEATHER LOCATION OF NAIL "LINE" (distance above DESIGNATION (inches) (inches) shingle butt) (inches) XT -30 3 -Tab (Metric) Portland, OR PO 393/8 x 13'14 55/8 6'/8 Avery, OH; AV, XT -30 3 -Tab (Standard) Norwood, MA; NW, 3602 12 5 55/8 Oxford, NC; OX, Shakopee, MN; SH XT -30 IR 3 -Tab (Standard) Impact Shreveport LA SP 3602 12 5 3 51/. Resistant XT -25 3 -Tab (Metric) Avery, OH AV 393/8 x 13'/4 55/8 6'/8 Portland, OR PO Avery, OH; AV, Norwood, MA; NW, XT -25 3 -Tab (Standard) Oxford, NC; OX 3602 12 5 55/8 Shakopee, MN; SH, Shreveport LA SP CT -20 3 -Tab (Metric) Portland, OR PO 393/8 x 13'14 55/8 08 CT -20 3 -Tab (Standard) Oxford, NC; Shreveport �AOX SP 36 x 12 5 55/e Landmark Pro Architect 80 Laminated (Metric) Portland, OR PO 383/4 x 13'1, 55/8 6'/e Independence 3 -Tab Laminated Avery, OH; Oxford, NC; AV, OX, 36x 12 5 55/8 (Standard) Shakopee, MN SH Hatteras 4 -Tab Oxford, NC OX 36 x 18 8 93/8 Highland Slate 4 -Tab Oxford, NC OX 36 x 18 8 93/8 Highland Slate IR 4 -Tab Impact Resistant Oxford, NC OX 36x 18 8 9318 Avery, OH, AV, Patriot No Cut-out Norwood, MA, NW 39%x 13'14 55/8 6'/8 Portland, OR PO NorthGate Laminated Portland, OR PO 393/4 x 13'/4 55/8 61/8 (Metric) ACCESSORY PRODUCTS (See Note 1) Shangle Ridge Hip and Ridge Oxford, NC OX 12 x 18 8 85/8 Cedar Crest Hip and Ridge Oxford, NC OX 12 x 18 8 85/8 Cedar Crest IR Hip and Ridge Impact Oxford, NC OX 12 x 18 8 85/8 Resistant Mountain Ridge Hip and Ridge Fremont, CA FR 8 x 12 & 10 x 12 8 85/8 Avery, OH; AV, Shadow Ridge Hip and Ridge Norwood, MA; NW. 12 x 12 5 5%(Standard) Oxford, NC; OX Shakopee, MN SH Shadow Ridge Hip and Ridge (Metric) Portland, OR PO 9.84 x 13'/4 5518 6'/a Solaris Hip and Ridge Hip and Ridge Portland, OR PO 9.84 x 13'/4 55/8 6'/8 Accessory Solaris Accessory Hip and Ridge Portland, OR PO 13'/8 x 13'/4 5518 6'/8 Solaris Accessory IR Hip and Ridge Portland, OR PO 13'/8 x 131/4 55/8 61/8 NorthGate Ridge Hip and Ridge Portland, OR PO 9% x 13'/4 55/8 6'/8 40 x 13'/4, bottom Presidential Starter Starter Shingle Fremont, CA FR, layer, 4 (top layer) 4 (bottom layer) Portland, OR PO 40 x 11 /4, top 6 (top layer) layer 40 x 13'/4, bottom Presidential Starter IR Starter Shingle Fremont, CA FR layer, 4 (top layer) 4 (bottom layer) 40 x 11'4. top 6 (top layer) layer High Performance Starter Starter Shingle Oxford, NC OX 36 x 10 n/a max 3, or into solid wood Swiftstart Starter Shingle Shakopee, MN SH 383/4 x 7 5/8 n/a max 3, or into solid wood Avery, OH; AV, Universal Starter Starter Shingle Sha op NMN; SH, 36 x 7 n/a max 3, or into solid wood Shreveport LA SP For SI: 1 inch= 25.4 mm; 1 Ib/100 ft = 0.0488 kg/m`. NOTES: 1. Includes algae -resistant (AR) versions. 2. Nail "Line" - Distance from lowermost lowest edge of shingle to target nail location. ESR -1389 1 Most Widely Accepted and Trusted Page 5 of 13 1' (25 mm) — ENGLISH THREE TAB SHINGLES 36"(12'mm) 12 12 12 305 mm 305 mm 305 mm �1"((25mm) 1_(25 _m_ i=O (305 mm) 5 57S (143 mm)) Standard 8 high wind nailing pattern -four nails per shingle. METRIC PATRIOT SHINGLES 19.3/4• (1010 ®) 19,1,8• (1000 ®) u.vt• 1341®) uaw• 13 ,7 .....1.....1.... 13'114• cm ®) I-•--1' its W 1' Q77 ®) Standard 8 high wind nailing pattern -four nails per stflngle. INDEPENDENCE SHINGLES f- — 36• (915 mm) --I METRIC THREE TAB SHINGLES 39 3/8' (1000 mm) 13 18"-13 1/8"-13 1/8. 1/4" mm) 6 18" (156 mm For roof slopes greater than 21:12 (1750k) ENGLISH THREE TAB SHINGLES 12 36• (12" 12 .i7i:(( 5r m) �I�t�(25 112" (305 mm) 5 8 (143 mm Roofing Cement under shingle. For roof slopes greater than 21:12 (175%). Roofing Cement under shingle. 1' (25 mm) - METRIC PATRIOT SHINGLES 39-3/4• (1010 394,8• (1000 13-1/2• 13-W 13-118• 13-W) _ _ (237737 ®) 0 0 0� For roof slopes greater than 21:12 (175%). INDEPENDENCE SHINGLES 36"(915mm)—� METRIC THREE TAB SHINGLES 9 3/8• (1000 mm 131/Ir 131/8' 1318' 333 mm 333 mm 333 mm 1'(25 mm) 13/4" - — -- --—"((25mm (337 mm) 61/8 1110 (156 Standard & high wind nailing pattern - four nags per shingle. Roofing Cement under shingle tabs. 1' (25 mm) — ENGLISH THREE TAB SHINGLES 36"(12'mm) 12 12 12 305 mm 305 mm 305 mm �1"((25mm) 1_(25 _m_ i=O (305 mm) 5 57S (143 mm)) Standard 8 high wind nailing pattern -four nails per shingle. METRIC PATRIOT SHINGLES 19.3/4• (1010 ®) 19,1,8• (1000 ®) u.vt• 1341®) uaw• 13 ,7 .....1.....1.... 13'114• cm ®) I-•--1' its W 1' Q77 ®) Standard 8 high wind nailing pattern -four nails per stflngle. INDEPENDENCE SHINGLES f- — 36• (915 mm) --I METRIC THREE TAB SHINGLES 39 3/8' (1000 mm) 13 18"-13 1/8"-13 1/8. 1/4" mm) 6 18" (156 mm For roof slopes greater than 21:12 (1750k) ENGLISH THREE TAB SHINGLES 12 36• (12" 12 .i7i:(( 5r m) �I�t�(25 112" (305 mm) 5 8 (143 mm Roofing Cement under shingle. For roof slopes greater than 21:12 (175%). Roofing Cement under shingle. 1' (25 mm) - METRIC PATRIOT SHINGLES 39-3/4• (1010 394,8• (1000 13-1/2• 13-W 13-118• 13-W) _ _ (237737 ®) 0 0 0� For roof slopes greater than 21:12 (175%). INDEPENDENCE SHINGLES 36"(915mm)—� Rwnn �man1� Standard nailing pattern - four nails per shingle. under ingle. For roof slopes greater than With a ra nail 8 for high wind application. With extra nails in laminated tabs. Sealant on back FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS nm) 1110 Rwnn �man1� Standard nailing pattern - four nails per shingle. under ingle. For roof slopes greater than With a ra nail 8 for high wind application. With extra nails in laminated tabs. Sealant on back FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS nm) k r S ESR -1389 1 Most Widely Accepted and Trusted Page 6 of 13 Standard & high wind nailing pattern - five nails per shingle. Roofing Cement under shingle. METRIC LAMINATES - SEALANT BACKITAPE BACK 38 314"(984 mm) 12"(305 mm) 14 3/4 (375 mm) --r12"(305 mm) r9na Madmm Naetr9Area WME 1' (25 mm) 1° (25 mm 13114- ,— (337 mm) r 6 1/8°7 6 1/8° (156 mm) (1 56 mr —I— Roofing Cement Nalling area for "low and standard" slopes (from 2:12 to 21:12) under shingle. _ Nail between upper & lower nail lines (as shown above). S andard & high wind nailing pattern -four nails per shingle. Sealant on back. WmE NAn.IN AILL'A I (1 METRIC LAMINATES - SEALANT BACK/TAPE FRONT PRESIDENTIAUPRESIDENTIAL TL SHINGLES PRESIDENTIAUPRESIDENTIAL TL SHINGLES .Wi.��������ii.������������������ • I --------------i---, l 9na Mai— Ni leAl Arn (25 MM)1'(25 mm 13 40"(1016 mm) --- 40°(1016 mm) • Ti— 5°(127mm5'(127mmj 1° (25 mm) Nails evenly spaced. Nall line. (25 mm) Nail as shown. Nail line. � � r-1° r I ° 1' (25 mm) --{ 14 1!4° 1 � � � 1' I --{r(3114 1/4° (362 mm) I I I (25 mrtl� =1it J _l— • 1 62 mm) l Standard & high wind nailing pattern - five nails per shingle. Roofing Cement under shingle. METRIC LAMINATES - SEALANT BACKITAPE BACK 38 314"(984 mm) 12"(305 mm) 14 3/4 (375 mm) --r12"(305 mm) r9na Madmm Naetr9Area WME 1' (25 mm) 1° (25 mm 13114- ,— (337 mm) r 6 1/8°7 6 1/8° (156 mm) (1 56 mr —I— Roofing Cement Nalling area for "low and standard" slopes (from 2:12 to 21:12) under shingle. _ Nail between upper & lower nail lines (as shown above). S andard & high wind nailing pattern -four nails per shingle. Sealant on back. WmE NAn.IN AILL'A I (1 METRIC LAMINATES - SEALANT BACK/TAPE FRONT 1/4' mm) 6 (15 L-'- `, Nail Pattern. For roof slopes greater than 21:12 (175%). Overlying shingle must cover extra nails. METRIC LAMINATES - SEALANT BACK/TAPE BACK 38 3/4' (984 mm) P12'(305 mm) --I--14 3/4"(375 mm) --r-12° (305 mm) (25 mm) 1° (25 mm 131/4° (337 mm) Y/////,I ' (////i) area for "steep" slopes greater than 21:12 (175%) 1 between bottom 2 nail lines (as shown above). Sic Nail Pattern. METRIC LAMINATES - SEALANT BACKITAPE FRONT ao Iry taov mm) 12"(305 mm) 14 3/4 (375 mm) 12° (305 mm) .Wi.��������ii.������������������ l 9na Mai— Ni leAl Arn (25 MM)1'(25 mm 13 1. T(331/8' 6 mm) 1,7 7'7 7 1/4' mm) 6 (15 L-'- `, Nail Pattern. For roof slopes greater than 21:12 (175%). Overlying shingle must cover extra nails. METRIC LAMINATES - SEALANT BACK/TAPE BACK 38 3/4' (984 mm) P12'(305 mm) --I--14 3/4"(375 mm) --r-12° (305 mm) (25 mm) 1° (25 mm 131/4° (337 mm) Y/////,I ' (////i) area for "steep" slopes greater than 21:12 (175%) 1 between bottom 2 nail lines (as shown above). Sic Nail Pattern. METRIC LAMINATES - SEALANT BACKITAPE FRONT Roofing Ce ailing l a area for "steep" slopes greater than 21:12 e). Nailing area between up and stanlower and" slopes (froshown 2:12 OD 21:12\ under shingle. Nail between bottom 2 nail lines (as shown above). Nail betv,2en upper & lower rgll lines (as shown above). Standard & high wind nailing pattern - four nails per shingle. Sic Nail Pattern. Sealant on back. TL SHINGLES 40' (1016 mm) 13 1/2' (343 mm)—f--13° (330 mm) --r-13 1/2° (343 F-1' (25 mm) 131/4' 131!4° (337 mm) 61 (156 LANDMARK TL SHINGLES 40'(1016 mm) 3 12' (343 mm)—r-13'(330 mm)—T-13 12' (343 r--1' (25 mm) /4' mm) 1' (25 mm1 1 13 1/4' �j] (337 mm) Roofing Cement Standard & high wind nailing pattern - four nails per shingle. under shingle. Six Nail Pattern. For roof slopes greater than 21:12 (175%). Sealant on bacic. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued) r. r .Wi.��������ii.������������������ Roofing Ce ailing l a area for "steep" slopes greater than 21:12 e). Nailing area between up and stanlower and" slopes (froshown 2:12 OD 21:12\ under shingle. Nail between bottom 2 nail lines (as shown above). Nail betv,2en upper & lower rgll lines (as shown above). Standard & high wind nailing pattern - four nails per shingle. Sic Nail Pattern. Sealant on back. TL SHINGLES 40' (1016 mm) 13 1/2' (343 mm)—f--13° (330 mm) --r-13 1/2° (343 F-1' (25 mm) 131/4' 131!4° (337 mm) 61 (156 LANDMARK TL SHINGLES 40'(1016 mm) 3 12' (343 mm)—r-13'(330 mm)—T-13 12' (343 r--1' (25 mm) /4' mm) 1' (25 mm1 1 13 1/4' �j] (337 mm) Roofing Cement Standard & high wind nailing pattern - four nails per shingle. under shingle. Six Nail Pattern. For roof slopes greater than 21:12 (175%). Sealant on bacic. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued) ESR -1389 I Most Widely Accepted and Trusted Page 7 of 13 CARRIAGE HOUSE SHINGLES sB'(9lsrtrm) B' 9• s� s' 0 mm 290 mm 230 mm 230 mm 1'(25 mm) }-- (25mm)—} 1' (25 non) Ir J , J-1 (457 mm) (220 + } (220 Standard 8 high wind nailing pattem five nails finails per shingle. Roofing Cement under dmf _ CARRIAGE HOUSE SHINGLES GRAND MANOR SHINGLES t' (25 mm) — 7 SSW 9: (240 . . . . . . . . . . . . . . —. (-mm)7 1B' 1'(25mm) HIGHLAND SLATE SHINGLES m) Roofing Cement under shh For roof slopes greater than 21:12 (175%). GRAND MANOR SHINGLES - 98' (915 mrrd O ren 230 O mm 1' (25 mrN'� 18' (457 mm) For roof slopes greater than 21:12 (175%). VYM ewa naffs in tordnoted tabs. HIGHLAND SLATE SHINGLES HATTERAS SHINGLES 38'(915mm) gr r it _9 30 mm 290 mm 290 mm 230 mm F74 57 mm) } 939' 9 318' (240 mm) (240 rmr) 1 Standard & high wind failing patten - five nnN per shk%W Roofing Cement ands shingle. HATTERAS SHINGLES 98'(916rtar0 9' D mm 290 mm 23D mm 290 r 1' For roof d pes grader than 21:12 (175%). FIGURE 1 --SHINGLE PROFILES AND FASTENER PATTERNS (Continued) r IB (45mm) ESR -1389 I Most Widely Accepted and Trusted Page 8 of 13 ENGLISH SHADOW RIDGE SHINGLES 12" (305 mm) --1 1" 1" (25 mm) (25 mm) 12" 5 5m (305 m) (143L Nailing pattern all applications - two nails per shingle. METRIC NORTHGATE RIDGE, SHADOW RIDGE, SOLARIS HIP & RIDGE ACCESSORY SHINGLES 9 7/8" [—(250 mm)� 1" 1" (25 mmT— (25 mm) 13 1/4" 61 (337 mm) (159+mm Nailing pattern all applications - two nails per shingle. 10" MOUNTAIN RIDGE SHINGLES 1" 1" (25 mm)— (25 mm) 85/81,F-- /58" 12" (219 mL— (305 mm) 10-- �——� It (254 mm) Nailing pattern all applications - two nails per shingle. (25 SHANGLE RIDGE SHINGLES 12" nm) Nailing pattern all applications - two nails per shingle. METRIC SOLARIS ACCESSORY SHINGLES 13.1/8" (333 mm)� 1" —7(25m " (25 mm) (25 mm) 13 1/4" 61/4" (337 mm) (159 mm) Nailing pattern all applications - two nails per shingle. 8" MOUNTAIN RIDGE SHINGLES 1" 1.. (25 mm) 1-7 (25 mm) 8 5!' 8" 12" (219 mm) (305 mm) (203 mm) Nailing pattern all applications - two nails per shingle. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued) ESR -1389 I Most Widely Accepted and Trusted Page 9 of 13 PRESIDENTIAUPRESIDENTIAL TL STARTER SHINGLES r 20" 40" 1st Bottom Starter Full Bottom Starter 3 73 6" arter 4 1 1st To St 114' .�'////%'///////////// I Standard nailing pattern for all slopes from 2/12 (16.7%) up to and exceeding 21/12 (175%) & for high wind application. SWIFTSTART SHINGLES 36 3/4" 12" 14 3/4" 12" V. 1.. 0 Max. 3" Standard nailing pattern for all slopes from 2/12 (16.7%) up to and exceeding 21/12 (1759/6) & for high wind application. UNIVERSAL STARTER SHINGLES 36" 12" —12" 12" v Max. 3"' ----------------- i. Standard nailing pattern for all slopes from 2/12 (16.7%) up to and exceeding 21/12 (175%) & for high wind application. HIGH-PERFORMANCE STARTER SHINGLES Standard nailing pattern for all slopes from 2/12 (16.7%) up to and exceeding 21/12 (175%) & for high wind application. FIGURE 1—SHINGLE PROFILES AND FASTENER PATTERNS (Continued) ESR -1389 1 Most Widely Accepted and Trusted Page 10 of 13 • 41� _ ��5�„2U SM4% Presidential Shake and Presidential TL V Q\110 Metric Size NorthGate, Landmark Series including Landmark TL Independence Hatteras (single column rack method) Highland Slate Hatteras (six course diagonal method) FIGURE 2—APPLICATION OFFSETS ESR -1389 1 Most Widely Accepted and Trusted Page 11 of 13 H Rake Metric 3 -Tab Shingles English 3 -Tab Shingles Metric Patriot i °• Chalk Lines Deck IK"C�pa1t5��_ St7tIAr Grand Manor & Carriage House (single column vertical rack method) NOTE Rop021 tha . BhppC"§ pattom up tho Wt rake, boghrthp oath cot at a cotrcw wkh a dtt chhoo. To compWo t>oa wo a=" tho loot, use full chWgm Deck MAW Carriage House (diagonal method) FIGURE 2—APPLICATION OFFSETS (Continued) ESR -1389 I Most Widely Accepted and Trusted Page 12 of 13 Seal 4" Starts Piece Sealant Mountain Ridge — for use with Presidential Shake, Presidential TL or Landmark TL 1 18" Fasten the left side' FIRST LEFT Exposure Remove tape from the right 8, and fasten SECOND ?4s�RIGHT Shangle Ridge — for use with Grand Manor, and Carriage House - —i NeN (125 mm) ♦ � . � X25 • �A5 �oodO�aMl Hip & Ridge for Standard Strip Shingles t� r�25mm? 4 - Ph Shadow Ridge — for use with Landmark Series and Independence TL, Presidential, Landmark Series incl. TL, Highland Slate and Hatteras 550 (143 0) 131/I' 031 Hip & Ridge for Metric Strip Shingle & Metric Patriot. FIGURE 3—RIDGE CAP APPLICATION ESR -1389 1 Most Widely Accepted and Trusted Page 13 of 13 Closed -cut valley application – preferred method for all shingle installations, acceptable for Grand Manor, Carriage House, Presidential TL, Presidential Shake and Landmark TL. Lap Vasey Metal a' (243mrn) Wft,"� Vasey Aletal; IS' (457mm) Wide at Ridge. A"mum 4' (102mm) Extension Under Shingles • BkwWal Each Section of valley Ideal Along Its Upper End Clips W to 24"(203 to til Omm) ApR. Bend Cip Over Nail Heads Lire valley by carderirg 3W (0 14 mm) wide CerainTeed WaterGuard WSU or equivalent dinctiy to the docs. Caner of stogie TrGnmW Note: Field UnderLlyznent Plies Not Eltotvn � nor Clardy Open valley application – strongly recommended method for Grand Mannor, Carriage House, Presidential TL, Presidential Shake and Landmark TL shingles No fasteners within 6' (152 mm) of centertlne. -Extend each and shingle- al hingkat least 12' (305 mm) beyond the volley centerline. 2"(50 mm)wide strip of asphalt 1 roofing cement >1 I-- 1 Extra fastener in I end of shingle. f 0. • Place tip of shingle on the edge of vertical shingle, 2" back from vat!ey centerline and covedng the vertical shingle. California close -cut valley application – acceptable alternate for use with Landmark series shingles. FIGURE 4—VALLEY APPLICATIONS Va3eycentertine Shingle blmmed 2* backI from valley center kne I IwmterGuaro^ Une volley by centering 36' I I (914 mm) wide CerWmTeed �. Valley center line -r�l 6WinterGuard WSU or equivalent No fasteners utthin directly to the deck,. I I W of centeNne t 1 IItg Extend end shingle Urtderktyment lops at Least 12" beyond WintetGuard 2* •�••0�t t i / 1 lesser watershed ��. /. valley centerline (SO mm). ) • • 1 t 1 I • • Greater watershed • • • • Clipped corner • „ • • 1 1 I• Closed -cut valley application – preferred method for all shingle installations, acceptable for Grand Manor, Carriage House, Presidential TL, Presidential Shake and Landmark TL. Lap Vasey Metal a' (243mrn) Wft,"� Vasey Aletal; IS' (457mm) Wide at Ridge. A"mum 4' (102mm) Extension Under Shingles • BkwWal Each Section of valley Ideal Along Its Upper End Clips W to 24"(203 to til Omm) ApR. Bend Cip Over Nail Heads Lire valley by carderirg 3W (0 14 mm) wide CerainTeed WaterGuard WSU or equivalent dinctiy to the docs. Caner of stogie TrGnmW Note: Field UnderLlyznent Plies Not Eltotvn � nor Clardy Open valley application – strongly recommended method for Grand Mannor, Carriage House, Presidential TL, Presidential Shake and Landmark TL shingles No fasteners within 6' (152 mm) of centertlne. -Extend each and shingle- al hingkat least 12' (305 mm) beyond the volley centerline. 2"(50 mm)wide strip of asphalt 1 roofing cement >1 I-- 1 Extra fastener in I end of shingle. f 0. • Place tip of shingle on the edge of vertical shingle, 2" back from vat!ey centerline and covedng the vertical shingle. California close -cut valley application – acceptable alternate for use with Landmark series shingles. FIGURE 4—VALLEY APPLICATIONS