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BCOM2014-100178-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Numbe OCBr M2014 -1001–i Property Address: 55955 PGA BLV—�� APN: 767600004 Application Description: CLUBHOUSE REMODEL Property Zoning: Application Valuation: $2,557,562.00 Applicant: PHX ARCHITECTURE mICHAEL K. NIELSON 7507 E. McDONALD DR. #B SCOTTSDALE ROAD, AZ 85250 Tv�D / a� VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 10/8/2014 Owner: LQR GOLF 1 BUSH ST STE 1100 SAN FRANCISCO, CA 92253 D Q � OCT 0 8 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPARTMENT 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. License Class: _ License No.: :LIC -762409 ate: 0 ^9` Contractor: NVASr FL S1�,,; 7-%'(% OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State 4icense 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 fo 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.). (1 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 Name: Lender's Address: Contractor: HURST & SIEBERT, INC. 2377 S. EL CAMINO REAL #103 SAN CLEMENTE, CA 92672 (949)361-0111 Llc. No.: :LIC -762409 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 ith those provisions. Q (, ate: /06 ate j/ icant:f7JS1"�"'A'� /� G WARNING: FAILURE TO SECURE WORKERS' COMPENSATION 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 the above- mentioned property for inspection purposes. Date:ho R— /5—Sig ure (Applicant or Agent): ,46ir u7- )Coe Total Paid forMECHANICAL: $233.66 $0.00 ? a .:.x:. =.. FY• '. «. 3;;,,�a,}-4ro,,;wS 'ti :., a-n .: r s t t Lam' w a-�- t Qi ✓"' ', _4: ;� DESORIP:,TIQNx NEW CONSTRUCTION PLAN CHECK 6k •j-a-M z 3i 3` . _. '�S ,'i r : sa +r e,',. Wim, s- c° W -� ACCOUNT _..„QTY 101-0000-42600 � i. , 0 SL`' ,Yr'lY. ^ i axe :i.£ Q. : sz , AMOUNT y_ _..., $��,�"{iX:d�YFS r*aa+tg �.E ' v� _ _}', .X aL XID ri.air . a.,-t .. a,�a- .. fYrp z' F P/4D ` TE I , D!a $1,250.00 $1,250.00 7/2/14 �.�...�.. ;� ,+ j,U, ' T . 3 `"' a <n�""` �. �•"'_'�+; 4t.i�a.s�•i.:A:�..r.:tc'!�?.i:^��'�N.t:.e<Y4,fik,:�i:�..:i.Y.}x.?M�h.'�.e2 xa.'x..f h.:«.'+'t?C IC�a' yea.fl ` <+1' M+ 'xt,�: , .x,43 <.jG-�•S.yb. SM"f'A, ,r,:, y ... i � t t ' t METHOsD F r '�A:l:<$I : .e ._f.•.�..TL A x,.,_ >. Y, F''1 3'"• "T u''. T a E,� � s as RECEIPT #�ICHEOK F�j.: . .''r a <.i a F,�;s• x A # :;� . .aro<- .,4'"4. y ? CLTDkBY HILTON WORLDWIDE CHECK R257 00015300 AZA Total Paid•forNEW CONSTRUCTION PLAN CHECK: $1,250.00 $1,250.00 . Ixtse�.:.. `V Y 4 J ---•� ♦ � .>! 9 Yf � Y::?::.'�. ,��a a'�,q��>,-<'l . .2.R k_t�:°fr �,/C:_'.;5�-.,�.C.:<.G:�xT .t���4��ix �i'�&, ,^sx,'�4."J',�''A'.�` <Cp ?q ,.�� kL.I:�3<sLtc-�•CE:rw.Ati,1?.:axx's 4t.n,e:i�.....ir.'i� i' dw:, 5�<;`1:4 -q 'Rr;4:fiY' <�e,:3'Q�A,,. �.v-.v:;a�:i�'.�.,-� ;Y„?�:;+3s.:E.`Y�:. 4-a-'�u .�..•..x.ztaw�iM .. �z�u'Y4:.:. k.a'x,.a,:.x;.3;;4 FIXTURE/TRAP 101-0000-42401 .0 $107:28 $0.00 �y�. p? "•w -' _.:, y,+. i.'pp..aFi.. }S, 1'� h4yJ,v,"S 5'35. Ixit`,,F, 4�4. f £ ?Lk ;L,. =PAID Blf fs � S'i•°-?�H�?•i4i>i.:^;eS.:'n..rt»S„siEx-:.,.T�,:ZiL'.._i_v.F:,_:.�re'u..,e.":=,;,".nii..it..,x•9-v'>:-r.•:t_r.,i"�.-.z...4_:L. ' ,•175 �''-'aa. io!F!.d'{ !<'(�f.<.: :<:-:' g��Yal'.• iY S-f +<C4 ,:f>t :t.3'.,3 ,. .. .rig �,METHOD� d N 1iA �s... k LI,..s..:.'_-fv _Yr ..1h+Y .,T F n...i:R d i * A;w .`".Ew._rrzv'a`k,. .,-vfi ..}. S..it _ i <Y.YA ! §' ?'r"<.T<i* 4 a. '. 'x` f.3 3F e `: f RECEIPT# K:.ii- .$! c. *"*�F' {:b.:R,: x. r.•e.:v_i"x.L..�i...a:�L'Lu^>r_3_1-'s2 'Si�i4+�..x�a{iC. .EJ"^xRI.]ai,y- �7 "?' h'. v _ @ F. ICHECK#� 3 ax '�"� CLTiD BY, . k..:i..i .. -S•e. ftk«,-.� :. . i STT..:'v` t5f R '4 z">L:.1T6. _,: : (r .. a"✓ k�.2a�,:_' 'Y,•.,. s fi.>'.��:Se'�! •w :,. -, z.,a �: x•,x a.. Mfr, q,, .i. �a� .. .� a<.'�`s,:ii=.. aE w-:n w,.. i C >..,,sa?i Y..L: ..»'v,:xT� i'� >+F.: a"!,. y 7 fi -_ - .T : - .. ?: -, €?.3. �• *< ,'::x,.,�?`_.'�` �-'. ,`�.�. .,� c...�.,_..ae„e1.> ai�.x. s ,�,�t�. ;]s-<>w'.,.s...<.. .�.. n ,°-i ?v-;; ' i':a afs .:..<,; r. ]' ,^`�''as ;•t'„ w'�,R,' , t „�: „-i"J!�`,a�;uai z� f i�,!r i,; 'v o 7 ��.�4'.iy ,�,,. ��..&�,.r,Y+!.:�ii�'f>%`.�•iw "3 <=ky..,.o s':�le_..dy". ;P.AID.DATEi= f. t;.,:..:<T 3b vn" E>�T�' FIXTURE/TRAP PC 101=0000-42600 0 $107.28 $0.00 �'<cZ�F: ':. •°ar.au.:-,€`m`':�'.::,�."`;'.k'0..<-f3': ,>.'.` 4w <;,�.' r` x - "> .;m941, Y 'A" i':i2..�:�ia:1%i�-��ni!$'wi`e$nxis�s_�l'f,_M�'�"�'.:.1 C$r.i,<.p:iS.'3a>;s'a "'sok A'x:`E:,i E°,�,'<,{<.� :xy'>tx ,r'k;; ;' ,S`"s�^,.:.oi v4s'. it'r ''' L:--r n �,:.,yy-' ..--':�.1,:' Vii.: ;ar,; ��1..'��.✓: r,+,Y..,x` {:^..d?.°� n s3 <ra.' 'yK� ! : S :?"T.:.:. < v. a^ ?i�^: 1 ,h F ' M�jyUESCRIRTsION �� �}y i•.y, �5< l f, 'Cr" ,��. $a. 5s �*,,�'ri5�.•`;,<,:�s<_:x:`s:x.�'i...:f.sf8xg::i�., <xxi.ti«.afF'.,{ vF?'P�:��4-'i',' _kY=fit r'5,.. GAS SYSTEM, S+ OUTLETS i�....:�: :•5 -::.h .-..: �;_� �r�. � .,.,,N. .ia: 9. i,!:tk >'au;: 4 $ 'r:a: §fk fay.. :r k (ACCOUNT= z< YG ik L.F 4 ,tom,<k moi` t:<s'.nS k. t! rs. Ss +i::,x. .:2 �-x:"x3 e,.t'81 a.<ix: •t 101-000042401 .a'<Y�`i.•.,t' _te ,_PTY Q c L_,:'t,�>r„! tai, .0 '.�:' nas ��;�pa' Pi ;` JY n iidf. } x . w AMOUNT : �• Yf! ..,^:Y,rs,6x�..,.<, ::.;��r.,< �S $35.75; x' a.. Xt RU x=PAID 1§ g ,j ;!9x :'�+ts4'.�r"..P .:,Yak. r, T,ttt•°M?.�„ ,S<.<.t< ft t PAID.DATE i, .. ..v-;:.:sZakh C.::Bg4i:�. $0.00 eX�'.',. v•K,. Y r`''.�-� C.iS': ° �,'n Yk..r ,[ 5 x' ..•iT'fir''T ..fi y M1<' .� r:.f•:4jk.Y ., i�SV '?� +'< :;a.. Y'�:'...>�<>F 5 7 fxh 'x+, VY! 3-: C'l:>r{�" Agn. ,(j.- F. 'r�: tt��• : `{.t`s� Y. .'ni-' i'� _?phi: <rSJ"C:,�E., ri:: ..•i,E:3,:�v.$ F. 3�.�..,,.m Ei•^iX ' hex DESCRIRTI'ON,L.x<+�,�•. a,.-s... ,c=" z,a:Arr`:' :.-: 5' 1: .'Yx ..S<!4<�,{7e^n! :�...'. {i. •; .. ,fST'iY' f.4 ,4. $5'vS a a ,ACCOU.NT.. ht«EY.SC ? X `4j .,07x. ! S:�k .d(i. ., :.sly `_ :. ': j rd`R� ¢::xg'PAID t,x tea. ,"v..:t:.,,.a3...,,,F,P!„ .f+yt :,m :..:,,31f..'r"'s.x.•.,".<`., '' iy'R �C _:`��uiF• r `u "+" ;:1 iTy,, �?+y�fi q , SEh�,r•,:::C<ri.s�'x7.t tiX'a k':#. d^r%...:>xe, PAID,�DATE.: Td .:'::J€;'.'' GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $23.83: $0.00 <� :=" -''a' `4.L„r..;:< ,„`r�� w: "'. 3.4A;k,<.,�'__ ..[' ,f >,:. �C 6'ESr"kv>4y p ro x PAI BYc, k: S '�<:..ar -; i`'4..x.>•',`�'dl+.:..<c : ,.:;:'Rs':�°'W. S.STJ°k. 3�•`jx d< yg,id-#yf'ii'r-, v,,. Tt.! r c:METHOD ..:tom, R ! '�3......xi.«.,. P-'s if c:'M ,x d' `_^' I"=',:r-;' .j'`t �"',,.,,4� f - ,`�!>$N4'". , RECEIPT#, + dy c #L. .,a...v.<..,__Z ...xe..,_. x•�LH�'.;-'<`4«,S }'.�'.5:':.r' r :'`>9:!`.ev°R4 �..,i5 . <j"5i_ ... {,y..v ._ _'+.'a<4!.SLx.. it X35,- z n 5. -,:. s w'x` '} "ra, ,.<,4._:.�, ty. -.t ?.-tz .-DESCRIPTION >t x^ c, K i-4ywx�}..... .Y.:: ,.,w'6-T�,..sk_ 3"x. SYi" r v, '"�a^ K'xr� `",�` ;•i'...':L-� J;:: F::-.iE I : A, At°:i5 t,>fr`'..4.« <"'ta>[°.t - r ;"� >j.,AIVIOUNT < p 'L'yy6k.<«'>vq"i k-'z': i €fb � y_g r a� . i #1 P:-iAID�,• s <x:, f �krrc�va m K; M, i,S`.!-u.. Tsz: wt . :PAID DATE x� <: s ...z. WATER SYSTEM.INST/ALT/REP 101-0000742401 0 $11.92 $0.00 i-'Es. .'x -+:r. <a..r x :! f.....'.ii 2 ' d > �r.'I"c, iA zYz^.:.Y�vdx}tvvT}cr Si. 3:i.Y!>tivfrZ= . .£,!: .. ka .v r_: -. ; x,;r x ;,x,x` -x 1�,...rs .' ' x . , .I" q- 3> ytn .'mt -.e!'` ."L -tk,4 , ;`sesr.. _ _ METHOD f 1{ d klfl 'l. Ii.-.. Lti:�kis<'�::i �a.Si,•�D.., .'.Ti,:xrA, i�::+.. r ` y.Y �x _ �' k +i.• "` r 5U,. RECEIP.,T #,_ .,._{v6M>,..hs5,.i .' n �t;r�"rm+2 A ": ,'!: l _". �" CHECK # �4 %! 2 .;:t-:.'3 .t;w-.:. xi4r';5.x, CLTD BY '> !k�'�+1'-.� `Y`IT:.. •.A:>. °Y'i'_Fjgy:iu"s �,y._.S. •fx}4� < �,::: �.t•S:"' .?� tb sDESCRIPTION a ,:r:Y'r'3'w.d.s....}a�..'a>.:�E;. kT-*'lGvw•'r Sal SxY Y.i!' T 7A000'UNTp s. a�- - } TY i! Q a`c� 'Kii: `.L,tE S4p,rr4<'� `=Yx y-1^_..t.c'Yxl�:?�"y:p s, _AMOUNT ,y_ Y '-f^' ` -� RAI iT^( :cv IIx' ?'- ,`k - :'PAID DATE' ]1 >pS WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $11.92 $0.00 Y'-...f+.S:d xa . .a Ey�•tl£F9: kY ::..•qr,-aS IT',T,.'l.:w Li'^.'J,ri"'r,�,<' xisSx PAID BY st ; ::...t�:r?�; ;xt:,,..}s,. •.,:...s zi:sy3.fr.2.-si .s+;r.;,h:., <a:�v:.r:'.:. :r._,r.<:,a /-: 't:-4, ^.?••:L ,,4 xi`�, u•:ti,��d� ;- ': r.<'; x x'r,5 T .z.�,T<....::: `s:>:- .< '__.,c'>`k .. xz :.:3 3.:z�. .:.,.,, Fv 9W.-...`z.iS tT,?._.`x•R'.-<,4F a. O,1. RECEIP..T #x .~ z Gx. 4-SEW?`'..,.9'N5t_,.sS; w:5z,z:z �?.f.�35v<...� ft.r�. OFIECK�ME ��' "?�,��,}.`�? F.. 'k x ACLTD BY'= c, Total Paid for PLUMBING FEES: $297.98 $0.00 R `i .Yf: .-F. i�'.,x,•21.Y !+:'i'fl�.e r.< °5. .��t-x .. 5"S4''. 3,�, -T!! r4 SP;'.It -_ UESCRIPTIONQ i t q Y REMODEL, EA ADDITIONAL 500 SF ki;`N' ..t�' 'a5....-P1- ,t,".i:. �.':iX .�,et�sf`, :":if('E S.v'> i f : ,rcft'f iy:... :; . 'E ,.. i s<:S t r .t "=ACCOUNT :, 4 j WIN s,. -�.-;. :� ,Ws.�i�a.�:�s..,� is �`:u�..it..,-. 101-0000-42400 <�1. W E« TY�-��t:AMOUNT rQ L � �;.,.. •,tx,, 0` o-":1 vir^ 2:.4ik° .F-i`n l3..•,E`'iRA`4` %: f'�i, <''Hi• �' i ^ . d .i:�,f?:i r rPAIDt4� ;,,r'L?�a., ! r ..:',�>.- a . «,>. ;,er 5»�3 .4"`. $669.06 PS .f."&-a< �i[Y!.T 15x^5v^. fr< x{ ! . ,'; _,v.. IMP, . N 5� 5 b -. t ..,>�'s <,.�e„�!a:.�,.,uz, t i . PAID DATE; X $0.00 r�:?3k , •, "r.3'rn,fk.;: $. *, `rt,^ ^:;.E +i^•+`+'r" : A ,PAID �---4 p :3 p «x '«x:� $'r fi •a"^,.x-,, ., i ati' <. 9 _ ;xa; s L "n+'� x„«... - ::"_',y.`1 uc.axk`kl="a:ii+' r ,:., •;i ' -"' 45;?:.,•; a x:z `X. 3'+C zA D M,..,t'ri, ' . Y n v " fl5r' .�.,.Cr.-c<. r• a xk'dT" 6 err ~'aRECEIRT�#.�._ s�`C 1 .. s.. x: �'.' ..>_":.: w :. t r`.:._, =�s'Y. -=, «._ .,,. ,:F ,. ��,�.^..,m , T ;'- ,'`�' : t.'' ". -`' rT a �t _ -"h WON- # .:. �iC9,xr --'� _._ �^,us<..+�carx'«;�'<k-.. s.-'�.. t R &T-1, 'c.:;C'LTU BYE. x4� f< t .:..-,-ATS- :,::Sz, i. ..<s Total .Paid,forREMODEL: $669.06 $0.00 a?a :- :DESCRIPTION .. °�:s•'P�t L >-<ef`it.s�'.'%<'K'N++S.':L..'3:iTf'a!ri'.:v.:'E•,±: v.'J,si s,.: w'•: x:S:`e.Tv'..'Y3ic,S,'E '.S :..�!.•''=; ra.. .Fs,'�!.< ce E :,<d` x�>,F ACCOUNT ,QTY eCr X_ n1.i :'F,�:.a'�•'S.'.3a.Sv„l�i.°5': !.�.'E:^.i.TA�<.L:.,:. :r" - w",,i:.iy'4r<;- `±1@ux y AMOUNT ;.� .`'$.+Y«:_'3R'•b:!'i.<.iX...--:•�-,-'e .35-5.: ... ! .:'I2f n Dms�P i . r z PAI «! 'i',u'"F.` 4n.yim_5- .'av'Yn S.sa .<:"s 4' D"U , AI AT ..CY. i.^.. s .sr:a.�4.,i SMI - COMMERCIAL 101-0000=20308 0 $537.09 $0.00 -: > °'.,W*Y`.•ls�"' ,i �>< ��� �>,3 .:METIiOD� �� 4.�a= � r.:�P�`•- ��-RECEIPT#r.`�� �t ,� _�t'7 �CHECK�#,<� !�-CLTD.BY�:��S ,� ,, 4 .. � ` gm 47,5r,=ggz w ffi,�7 fg, rIN.Agg R, MR 1 , ;: 1 1, M INFE ,Nk NNW g Description: CLUB -HOUSE REMODEL Type BUILDING, COMMERCIAL Subtype: REMODEL Status: ISSUED.. Applied: 7/2/2014 AZA Approved: 10/8/2014 KHE Parcel' No: 70600004 Site.Address: 559SS PGA BLV LA QUINTACA 92253 Subdivision: TR *29800 Block: issued: Lot Sq Ft: 0 Building Scl Ft: 0 Zoning: Finiled: Valuation: $21-557,562.00. Occupancy Type: Construction, Type: Expired: N�o.'Builclihgs: 0 No. Stories: 0 No. Unites: 0.' - Details: PRIVATE�CLUBHOUSE REMODEL QF.MAIN:FLOOR LEVI�,f �.,,�EIVICIDEL OF EXISTING PRO SHOPINTO-BAR /,LOUNGE� DINING AND WINE TASTING /:PRIVATE DINING; REMODEL LOWER:LEVEL PRO SHOP -j 61`�it'ES; -ELECTRICAL, LIGHTING, PLUMBING,. MECHANICAL WORK & GAS FIR E Pl T*S INCLUDED. LIMITED,REMODEL OF IVIEN'S,i4OMEN'S LOCKER ROOMS, 2013,CODES. ....... . .. ­Wj gg� lg� i,Zl Ai, % n 11 W� ARM %.-w. Mx, U, SITES,�V RIC gig N1- & X �&Vl g, N. 1� 6" C N�M _ENNT, R opg .7 'zipup 10- _AM '-!�rgg MM , V�g WIN ME', P 3 ggg RON OLOGY��,��*�,'�,�����-,�,��,,�,��;�t,,�",f"�.,�,�i��1 & gge.� "e� 5% R I 2.22" 0 0 311 ��i 11 :M1511 M MENEM OF APPROVABLE.STAUS'AND ADMINISTRATIVE OUTSTANDING ITEMS. Health Dept. Approval form; BURTHANADA 9/15/1014 2) Fire -Dept. Approval. letter; MA Ze-ram�,-xiiti-&a xi-���ate of worker's co*mp insurance or a completed sub -contractor' list). BURTHANADA 9/30/2014 PLAN.CHECKPI . CKED UP STEPHANIE KHATAMI 8/19/2014 JEFF ROBERTSON PLAN CHECK READY FOR 8/16/2014 PICK UP KAY HENSEL 9/12/2014 tq" Mp X A7, EN I! NO r 01, Drintorl• %A/orinocrintr nrtnhor OQ ')01 A Q•7A•Zr.AAA -s ..t n ®� AN I ', .. .,::. .,..: .. ..c m. r:Atit23?'-'.x< 1'9:..:; -»e a. _ ..i,�,`."^?`,. fs(,k 4 y ... :< b • x:..,_. , . .^ ,.amu _+•r:+-.. r . r :: ;...� .xn. ".. �... t '_ .:•,xr.� .,, a ... ....fe x .a. :.r - ., .� z:;.:<.a�•" ,uE;k-'; .'"__ . e ,.... .�,.{:.,? , t ; +.< ...,Y`. Y3 -YY . Y .. < �e '. ...: s : < ,;^ <. NAMf:; < x ...� x �. .,F ... ft ..£.'1Y ` .,r. $.. _�:.stii...r . e ..�,.. :{ st iJ.?': J , .. :.. �..9 0,:< CITY : ". :. ; ... ^ _.. - MIN, ... f✓. .. , -,. ZIP_. STATE PHONES FAX EM a.: : _ .NAME.TYPE, .. Ct.., ,.•rya,.. +ur. t <, �"`r� _ . ..x �. , : >ADDRESSl «, .. .-tu. .:- sL. 'i'.u.. ._. £ r .:s __.. �-:H. ... x. .hi.:sv,,J 4�I fes,." ,,. is :.,,i .„<,' _, ",s= .. r r: .. :: rw<'.v8.' .-.r G ;,: m...,. asS-i.3.a'+'.'`.. .,M..�_.?A!.t�°.s2_:.�� . 3:x..._..:w.Er..u.._.+'..�,.,.wr&x.tr.�ae0 .E: :,f u. .f .'. . ia: .,�. ,- t9. .[r`h..:s,.<_...-.._..� e_ ,� ta _ :.-!"M L '.. _v .,�;-. .0 ,S�e. '"E� 't;� •.>_Y, , _.w_ ...`.' rG°�' __ .: ..`�:',",$:.-'-.ea'sr: - ss,.``-5."e:+1:���-:gid?:`- ` APPLICANT PHX ARCHITECTURE _• mICHAELX. NIELSON. SCOTTSDALE AZ 85250 jeffp@phxarch.com, ROAD ARCHITECT P14X ARCHITECTURE-MICHAEI k. NIELSON' SCOTTSDALE AZ 85250, jeffp@'phxarch.com- ROAD CONTRACTOR HURST & SIEBERT, INC. 2377 S. EL CAMINO SAN CLEMENTE CA 92672 REAL.#103 OWNER. LQR GOLF, 1 BUSH fST STE 1100_... SAN FRANCISCO CA 92253 .r:n . r: r : l 'n <'r r :. - •+w.,: <,<a. :w, ......<--.'i .e:.:n Y--. -. f. :, .' p :. 2 ..y _.:.wr Z i+W:. ".ti:':."-e-u�+K.e . ...._'vT"fr.XY + .i<.?. _. 9' ^<a it's- (.. ..Ff:. : E';: 1.1�.. ..0 .._N.yy k° _ Y w ,«M1. :"� r nv ?... f .kw. xS 'f Mtv q. :5.q -a. ,•E:." .' ,. .... :V" 9., .. .......... . .. .. k . 3:. �? ?' ..., .JY . ,... _@ x x•"+i . s f ., a :b> .i..'.r S^J:"' a.lx..w... s ? _ .r]..x.,q a u k , ._ .x. 'M,. }+wfiW>B,SVT<. ... .*<�1<ur. .1, i.'ka >.:f �.L.. ......E ..(.�c :^.."�<'iE. ..Y,. <. ., '�.4 w. <.. »-r ns 7'a , E' �_ .3 � 6 z�i .:�� ' .d.. .,.. _.,.. .9:x: x:d✓ �:.ia ,. -.?f... �.. .. k«. ^- .:. .. fvl�.�e4.....i�.„?:. _z.. r., 7 �:-- _s =1 "�.i'�'.x7<rAx.� +�.�'.s xsa ,E�..u�. poi, .p. f,y_xp aF:':fr�...v y.u: ? y Y < is .Sc ih' ..... 'xuy; S 'x'% ''. is t -t .. i.:<. ,�• • Y L'..T _j rte, .,: .:fr.._.:.E<u ,.:, 4 i� F , �:CLZD"'��: e. W^ s�• i3 } :�{¢ .. r. er C :. Y: • <a.�, TY AMOUNT,,, RECEIPT# CHECK=# 1'.r-,.:{ aDESCRiPTiON, ...,tkr4A000UNT.vr. ��' .: vv: +.. ., ., u"i �.., .,. �{�.. _... �- ;;,. ;,.._ ,....:'L.,•.. ! n.«,. >rY; ..fix, -,"" -_"s", ',:. gPAIU:.. kPAID'UATE F'.Y..s . -;..-r-z . >Y .S". +4 GY.. rir ^n - k✓,`r. t ' ..X. v.?�.:.r��v�sS..eb�?.f.i...:?�"1Y.:"��SGx..rY::3.95•'.•��.:MT:F.;..:,4'!xn.F�+t1:.:�'fi<!<�&�',E:fE�v�.�.:h.��i!�^.�.'a`^<fkRf :F_:YS:},�ne L;.lf3��4-.�,aM:L-d?,� .:...z .aaY� ed. .:T .. ..�t�3 i a:�.f�<�.... .?,.r :.a S.<,�5.run?.. W....r :w rv?�6rs_✓ r�,:..'ltre... X: <�i'+t. Yl%.Fxt�i...,'�•1`<ffd. �,.�:'�'.: �%�::6v�'�va" .a�i�F. r-b"<.rr... ?!ru..rA:J�ke'�Y. 4.r.a�r!Y. ::�1�1;i�t<ri! ART IN,PUBLIC PLACES -x � 270=0000 "A3201• . 0 x$12,287.81 $0.00. .� _ COMMERCIAL REMOD:; Total Paid forART IN PUBLIC PLACES,.' - AIPP `$12,287.81 - $0.00 • HOURLY PLAN,CHECK- 101-0000-42600 2.5 $175.00 $0.00 YES Total Paid for BLDG CITY STAFF --P ER HOUR:' $175.00 $0.00 BSAS SB1473 FEE. ` ' 10170000-20306 0 $103.00 $0:00 Total Paid_ for BUILDING STANDARDS ADMINISTRATION $103.00 $0.00 BSA: DEVICES, ADDITIONAL 10170000-42403 0 $2,713.20 $0.00 DEVICES, ADDITIONAL 101-0000-42600 0 $684.00 $0.00 PC DEVICES, FIRST 20 101-0000-42403 0 $23.83 $0.00 DEVICES, FIRST 20 PC 101-0000-42600 0 $23.83 $0.00 Total Paid for ELECTRICAL: $3,444.86 $0.00 APPLIANCE 101=0000-42402 0 $166.88 $0.00 REPAIR/ALTERATION . , J Drintorl• %A/orinocrintr nrtnhor OQ ')01 A Q•7A•Zr.AAA -s ..t n ®� Drinfimrq- XA/or4nncr1n%i r)rte*ihor nsz ')MA g-)A-Qr. ANA I -f A . . . . 3 1P •.. j VR= - "IFFM NO, p CLT TY ` qnp- D ON, V, I I' g X It X APPLIANCE 101101-0000.-42600-42600 0 $66.78 $0.00 REPAIR/ALTERATION PC Total Paid forMECHANICAL: $233.66. $0.00 NEW CONSTRUCTION 101-0000-42600 0 $1,250.00 $1,250.00 7/2/14 R257 00015300 CHECK HILTON WORLDWIDE AZA PLAN CHECK TotaVPaid forNEW'CONSTRUCTION PLAN CHECK: $1;250.00 $1,250.00 FIXTURE/TRAP 101-0000-42401. 0 $107..28 $0.00 FIXTURE/TRAP PC 101-000042600 0 $107.28 $9.00 GAS SYSTEM, S+ 101-0000,42401 0 $35.75 .$0.00 OUTLETS GAS SYSTEM, 5+ 101-00-42600 0 0 $23.83 $0.00 OUTLETS: PC WATER SYSTEM 101-0000-42401 0 $11.92 -$0.0 0 :INST/ALT/REP . WATER'SYSTEM i01-0000-4 . 2600 $11 .92 $0.00 INST/Al .0 . Total Paid,forPLUMBING FEES: $291.98 $0.00 REMODEL, EA 101-0000-42400 $669.06 $0.00 ADDITIONAL.500. SF Total Paid.fdrREMODEL: $669..6*6 $0.00 SMI' .COMMERCIAL 101-0000-203013L 0 $537.09 $0.00 Total Paid forSTRONG MOTION INSTRUMENTATION SMI $537.09, $0.00 Drinfimrq- XA/or4nncr1n%i r)rte*ihor nsz ')MA g-)A-Qr. ANA I -f A Bin.# Clay 0f Quip: lnta Buildi#g a Safety Division P.O. Box 1504,78-495 bite Tampico CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #�1ri ^ n 2eLa.Quinta, Mrf ProjectAddress: 55-955 PGA Blvd.,. La Quinta, CA Owner's Name: JAM ES STRUTHERS - CFO KSL R SI A. P:N.umber. 775-2207027Address: .50-905 AVENIDA BERMUDAS Legal Description: City, ST, Zip: LA QUINTA, CA 92253 Contractor. TBD -AWARDED VIA BID Telephone: 760-564-8053,;s Address: Project Description: TENANT IMPROVEMENT OF City, ST, zip: EXISTING PRIVATE -GOLF CLUB - SCOPE Telephone:a•�`if>''' . "� TO INCLUDE REMODELED DINING, BAR, State Lic.#: CityLic.#; PRIVATE DINING ROOM, WOMEN'S LOCKE R Arch., Engr., Designer: PHX ARCHITECTURE' ROOM, WOMEN'S LOUNGE, WOMEN'S. LA% S, Address: 7507 E.'MCDONALD DR. #B PRO SHOP, LOBBY, EXTERIOR PAINT, City, Sr, zip: SCOTTSDALE, AZ 85250 AND HARDSCAPE SURFACES. Telephone: 480-477-1111.�`. .Y ,'�' - ,ti r ^ ':;y� ,.� Construtdion TYPe:. V-A Occupancy: A, B, M, S-2 . state Lic. #: C-24331.' Project type (circle one): New Add'n Alter Repan Demo Sq. ft: 22,395 #Stories: 2 .7# units: N/A Name of Contact Person: MICHAEL NIELSON, AIA. Telephone # of Contact Person: 480-47.7-1111 Estimated Value of Project $2,557,562 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit. . Truss Cates. Called Contact Person 1® Plan Check Balance. Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2`, Review, ready for correctio issue jjs Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.L H.O.A. Approval Plans resubmitted Grading "d Review; ready for correetionsRssue Developer Impact Fee Planning Approval. Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue Total Permit Fees / )RTS GENERAL NOTES A. THE GAS PIPING SHALL BE OF METALLIC MATERIAL (COATED OR UNCOATED) PER UPC SECTION 1212(a). B. THE GAS PIPING SHELL BE ENCASED IN A RIGID PLASTIC (SCH. 40 MIN.) SLEEVE WITH A DIAMETER AT LEAST TWO (2) PIPE SIZES LARGER THAN THE GAS PIPING C. THE SLEEVE SHALL BE COMPLETELY SEALED ON EACH END BY THE USE OF GAS-TIGHT COUPLINGS. THE EXTERIOR END OF THE SLEEVE SHALL BE PROVIDED WITH A MINIMUM 1 INCH EXTERIOR VENT OPENING, TERMINATING FROM A VERTICAL ARM AND FACING DOWNWARD A MINIMUM OF 18 INCHES ABOVE FINISHED GRADE D. THE SLEEVE AND GAS PIPING SHALL BE SECURED IN A STABLE POSITION AND AIR PRESSURE TESTED SEPARATELY AND INDEPENDENTLY IN ACCORDANCE WITH THE UPC. E. THERE SHALL BE NO HORIZONTAL BRANCHES INSTALLED BELOW THE FLOOR, AND NOT MORE THAN ONE PENETRATION OF THE INTERIOR FLOOR SHALL BE PERMITTED. WHERE THE SLEEVE AND ENCASED PIPE TERMINATES WITHIN A BUILDING, IT SHALL BE ACCESSIBL F. LP GAS LINES SHALL NOT BE PERMITTED. G. RIBBON BURNER KIT FOR FIREPIT TO BE INSTALLARUFj�\Cll� �i5+ PPECIF ATIONS, COORDINATE WITH INTERIOR DRAWINGS. ''�� 11 H. CONTRACTOR TO VERIFY WATERPROOFI G A�I ,d1RR11 cE&CON ITION. PATCH AND REPAIR AS REQUIRED. Bv�LQINU V AP P R� OVA FOR RON _ gK NEW %Z"X'/2' GALV. WIRE MESH CUSTOM S.S. FIRE RIBBON MECHANICALLY FASTENED J!� PER "MODERN RUSTIC". TO METAL FRAMING W/ GALV. �'(j/r� INSTALL PER MANUF. SHEET METAL, SCREWS 12" RECOMMENDATIONS, O.C. E EQ. IGNITER & VALVES PER CA PLUMBING CODE AND NEW 3 %2' METAL STUD MANUF. RECOMMENDATIONS FRAMING @ 24" O.C., RED HEAD ANCHOR @ 24" FIRE GLASS PER "MODERN O.C. TO EXISTING RUSTIC", OWNER TO SELECT STR CTURE. / PRODUCT/COLOR 16'IN.CEA NC -MIN. CLEARANCE EXISTING STUCCO FINISH � �TO REMAIN INTERIOR f° I + IT Al, %� `� ' r•`-� i '' EXISTING 6" PLANTER I WALL, V.I.F. li iiEXISTING 2%2' CONCRETE 0'4" L — I'I J TOPPING, V.I.F. F.F. - — " — 1 NAT'L GAS PLUMBING PER ME H. ENGINEER & FIRE RIBBON MANUF. RECOMMENDATIONS. INSTALL AS REQUIRED PER 2013 CA PLUMBING CODE. EXISTING 6" HOLLOW CORE EXISTING WATERPROOFING & SLAB, V.I.F. DRAINAGE SYSTEM TO EXISTING 4" FIELD CORED REMAIN, V.I.F. - PATCH AND HOLES @ 20" O.C., V.I.F. REPAIR AS NEEDED EXISTING BEAM/STRUCTURE WHERE OCCURS, V.I.F. 1 11 • FIRE PIT DETAIL SCALE: 3/4" = 1'-0" Natural gas or propane Ribbon burner. Linear flame burner for low profile fireplace Li Home Fire Glass - cus r Fire Crystal Toppers left u Toppings We us Ice Ice Ice Diamonds Erratic Diamonds Classic Diamond Toppers Rounds Ice Cubes Tubes Drops Fireplace Paint (high heat paint) Fire Balls - Porcelain Coated 4", 6" and 8" VortexED 'SS' Portable Propane RV Fire Pits Black Magic Sand (Blue Flames Sands) Crushed Lava (And Other Fillers) Spun Aluminum Bowls Stainless Steel Bowls Fire Balls, Porcelain and Concrete A 24" Natural Gas Steel Ribbon Burner with a custom pan. Natural Gas Burners Propane Gas Burners Page 1 of 25 Like Q $+1 0 ;-:er bon Burners nown for their elegant modem design. They are best seen when the burner is media; this allows for the full effect of the "Wall Of Flame" to be best seen. 5,000 btu's per linear foot when calculate customs for 10-12" flame. A 32" stainless steel propane Ribbon Burner. http://www.moderustic.com/Ribbon-Burners-For-Fireplaces.html 9/5/2014 INSTALLATION NOTICE: This appliance is intended for supplemental heating. Use this heater along with your primary heating system. Do not install this heater as your primary heat source. If you have a central heating system, you may run system's circulating blower while using heater. This will help circulate the heat throughout the house. In the event of a power outage, you can use h' h h CHECK GAS TYPE Use the correct gas type (natural or propane/LP) for your fireplace. If your gas supply is not correct, do not install fireplace. Call dealer where you bought fireplace for proper type fireplace. A WARNING: This appliance is equipped for either natural or propane (LP) gas. Field conversion is not permitted. INSTALLATION CLEARANCES � t is eater as your primary eat source. � jh WARNING: Maintain the minimum WARNING: A qualified service person clearances. If you can, provide greater must install fireplace. Follow all local clearances from floor, ceiling, and adjoin - codes. ing wall. C f11 f11 h b1 Th' I1 WARNING: Never install the fireplace • in a bedroom or bathroom • in a recreational vehicle • where curtains, furniture, clothing, or other flammable objects are less than 42 inches from the front, top, or sides of the fireplace • in high traffic areas • in windy or drafty areas A& CAUTION: This fireplace creates warm air currents. These currents move heat to wall surfaces next to fireplace. Installing fireplace next to vinyl or cloth wall cover- ings or operating fireplace where impurities (such as tobacco smoke, aromatic candles, cleaning fluids, oil or kerosene lamps, etc.) in the air exist, may discolor walls. Note: Your fireplace is designed to be used in zero clear- ance installations. Wall or framing material can be placed directly against any exterior surface on the rear, sides, or top of your fireplace, except where standoff spacers are integrally attached. If standoff spacers are attached to your fireplace, these spacers can be placed directly against wall or framing materials. Use the dimensions shown for rough openings to create the easi- est installation (see Built -In Fireplace Installation, page 8). IMPORTANT Vent -free heaters add moisture to the air. Although this is beneficial, installing fireplace in rooms without enough ventilation air may cause mildew to form from too much moisture. See Air for Combustion and Ventilation, page 4. IMPORTANT Make sure the fireplace is level. If fireplace is not level, fireplace will not work properly. are u y o ow t o Instructions e ow. 1s wt ensure safe installation. Minimum-Wall-and-C-eiling-Clear-anc_es A. Clearances from the side of the fireplace opening to any combustible material and wall should follow diagram in Figure 3. Example: The face of a mantel, bookshelf, etc. is made of combustible material and protrudes 3.5" from the wall. This combustible ma- terial must be 4" from the side of the fireplace cabinet (see Figure 3). B. Clearances from the top of the fireplace opening to the ceiling should not be less than 42 inches. C. When the firebox is installed on carpeting or other com- bustible material, other than wood flooring, the firebox should be installed on a metal or wood panel extending the full width and depth of the enclosure. D. Clearances from the bottom of firebox to the floor is 0 inches. A CAUTION: Do not install the firebox directly on carpet or vinyl. >v4 )v2 3/4 U) /4Ld /2 Z /4 16 'Minimum l6 -inches -from -Side Wdll�'� Figure 3 - Minimum Clearance for Combustible to Wall 4 pti,' gust 2009 CERTIFICATE OF COMPLIANCE (Page 1 of 4) LTG-1C Project Name: Date: THE CLUB AT FGA WEST 6-26-14 Project Address: Climate Zone: Building CFA 55-955 PGA BOULEVARD LA QUINA, CAL1fi�lIA 92253 Unconditioned Floor Area General Information Building Type: )4 Nonresidential ❑ High-Rise Residential [3Hotel/Motell ❑ Schools ❑ Relocatable Public � Conditioned Spaces ❑ Unconditioned Spaces Schools Phase of Construction: ❑ New Construction 13 Addition � Alteration Method of Compliance: ❑ Complete Building � Area Category ❑ Tailored Documentation Author's Declaration Statement • I certify that this Cerlk tificate of Compliance documentation is accurate and complete. Name: STEPHEN R ZAJICEK Signature: Company: FBA ENC�INEERINCs D e Address: If applicable: 150 PAULARINO AVE. pA120 CEA # CEPE # City/State/Zip COSTA MESA, CALI�IIA 921.D26 Phone: Principal Lighting Designer's Declaration Statement • I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this 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: STEPHEN R ZAJICEK Signature: Company: FBA ENC�INEERINCs. Phone: (949) 852-9995 Address: 150 PAULARINO /►A� VE. *A120 License # 10 12 City/State/Zip: COSTA MESA, CALIfiORNIA 132626 Date: Q L 1 L Lighting Mandatory Measures 1 7 •f Indicate location on building plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published b the California Energy Commission. LTG-1 C Pages 1 through 4 Certificate of Compliance. All Pages required on plans for all submittals. ❑ LTG-2C Lighting Controls Credit Worksheet 8 LTG-3C Indoor Lighting Power Allowance ❑ LTG-4C Pages 1 through 4 Tailored Method Worksheet LTG-SC Pages 1 and 2 Line Voltage Track Lighting Worksheet LD FO C NSTRUC 4N 2008 Nonresidential Compliance Forms �EPTa CERTIFICATE OF COMPLIANCE (Page 2 of 4) LTG-1C INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Project Name: THE CLUB QT PCNA WEST Date: 6-26-14 Installation Certificate, LTG-JI-INST (Retain a copy and verify form is completed and signed.) Field Inspector ❑ Certificate of Acceptance, LTG-2A (Retain a copy and verify form is completed and signed.) Field Inspector 11A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE ❑ UNCONDITIONED SPACE 11The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with §146(a) ❑ Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess o 0.2 watts per s uare oot is totaled below. Luminaire Schedule (Type, Lam s, Ballasts led Watts InstalCd A B C D E F G H o � Complete Luminaire Description � � (i.e, 3 lamp fluorescent troffer, Z F32T8, one dimmable electronic ballast w � How wattage was Field determined Ins ector a 4-3.� CEC According ° .� .o A .r a � Default to p � from § 130 6 E Z;� , a o . r� ' NA8 d or e ° ° °"-` . ' .w s- 1 LED TRACK 45W/LF X 168' ❑ 45 ❑ ❑ 168 1560. 13.9-` '❑.'' 2/2A D 011ll`ILICsHT LE ❑ 26 ❑ ❑ 164 4264 ❑'< 11; 3 D 1x4 ❑ 50 ❑ ❑ 19 SW-0-d-:0 : 4 Ix4 SCENT ❑ 59 ❑ ❑ 3 M Y❑ _ ❑ 5 D WASH1 UALL 120 ❑ ❑ 61 1210 = p v: b LIGNt LED FUCK ❑ 3 ❑ ❑ 24 11 ❑ ❑ 9 D CUSTOM GRAND IE ❑ 100 ❑ ❑ 16 X00 •"❑�' "❑ T1 D PENDANT ❑ 6 ❑ ❑ 8 48 - O,:,' Lt8 CHANDELIER ❑ 5 ❑ ❑ 4 20 ❑ •' -101, LT9 MGANDESGENt IER 1115 ❑ ❑ 4 300 0:;- ' ❑-�; t12 INCANDESCENT C"DELIER ❑ 800 ❑ ❑ 3 2400 � "01. =-'❑ �: Lt15 LIER LED 1125 ❑ ❑ 2 50 0.'.0. 1 tlb D ANT ❑ 13 ❑ ❑ 4 52 ' El '1 31=1 LEI) TRACK 45W F X 40' ❑ ❑ ❑ 40 1800 ' ❑ � � ❑ L• INSTALLED WATTS PAGE TOTA232531. Building total number of pages I Installed Watts Building Total 2353 1 (Sum of all pages) Enter into LTG-1C Page 4 of 4 1. Wattage shall be determined according to Section 130(d and e). Wattage shall be rating of light fixture, not rating of bulb. 2. I Fail then describe on Page 2 o the Inspection Checklist Form and take appropriate action to correct. Veri building Tans i necessa 2008 Nonresidential Compliance Forms August 2009 CERTIFICATE OF COMPLIANCE (Page 3 of 4) LTG -1C Project Name:Date: THE CLUB AT. FGA U EST. 6-26-14 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi-level controls; c) manual dayligh[ing controls for daylit areas > 250 f , automatic daylighting controls for daylit areas > 2,560f?, d) shut-off controls, e) displayJighting controls, J9 tailored lighting controls - general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls or retail stores > 50,000 ?, in, accordance wi[h Section 131. MANDATORY LIGHTING CONTROLS - FIELD INSPECTION ENERGY:Field CHECKLIST IN Inspector, , . Type / Description Number of Units Location in Building a S' ass, r •-® 11 "002, 003, 004, 005, 006 ❑ 0 : 001 008 019'104 109 123 ❑ , ;®_❑ FRESCO CONTROL STATION 3 STORAGE X168 ❑ ® 2 001 4119 ❑KIM ❑ MEE NOW ❑ ° a ❑ tn�fi' ,ZL'❑•t ❑ ❑, ❑ �;;®�:�r t ❑�, his ❑❑� ''C I C 'Pig SPECIAL FEATURES INSPECTION CHECKLIST (gee Page 2 of: 4 of LTG -1C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justif cation, and may reject a building or desi that otherwise complies based on the adequacy of the s ecial 'usti kation and documentation submitted. b Field Inspector's Notes or Discrepancies: 2008 Nonresidential Compliance Forms August 2009 CERTIFICATE OF COMPLIANCE (Page 4 of 4) LTG -1C Project Name: Date: THE CLUB AT %A WEST 6-26-14 Conditioned and Unconditi-o-n-eUspace Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts 1 Watts Installed Lighting Installed Lighting from Conditioned LTG -1C Page 2 r23253 from Unconditioned LTG -1C Page 2 Lighting. Control Credit --- Lighting Control Credit Conditioned Spaces from LTG -2C Unconditioned Spaces from LTG -2C Adjusted Installed 23283 Adjusted Installed - Lighting Power Lighting Power Complies if Installed:S Allowed = Complies if Installed:5 Allowed Allowed Lighting Power 28811 Allowed Lighting Power Conditioned S aces from LTG -3C Unconditioned Spa from LTG -3C Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG -2A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTC -2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG -2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Luminaires Controlled LTG -2A Controls and w Sensors and Automatic c Daylighting Controls Equipment Re uirin Testing Description Z c U Location Acceptance OCC. SENSOR SUTC 4 11 002 W3,004, 008 006 ❑ 001 008 019 104 109 123 0 OFWSCO LTG CONT. STATION 3 ST %8 ❑ rw OCC. SENSOR CEILMCs 2 001 t 119 ❑ ❑ 13 13 13 13 2008 Nonresidential Compliance Forms August 2009 INDOOR LIGHTING POWER ALLOWANCE LTG -3C Project Name: THE CLUB AT FIGA WEST Date: 6-26-14 ALLOWED LIGHTING POWER Chose One Method A Separate LTG -3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on this page are only for: ❑ CONDITIONED spaces ❑ UNCONDITIONED spaces COMPLETE BUILDING METHOD WATTS COMPLETE ALLOWED BUILDING CATEGORY (From 6146 Table 146-E) PER (ftp) X BLDG. AREA = WATTS TOTALS I J 11 AREA WATTS AREA CATEGORY METHOD — Part A A B C D WATTS ALLOWED AREA CATEGORY (From 6146 Table 146-F) PER (ft) X AREA (ftz) = WATTS Sum of Additional Allowed Watts from Area Category Method — Part B from table below 201 TOTALS 08 25511 AREA WATTS AREA CATEGORY METHOD — Part B Additional Wattage Allowance from Table 146-F Footnotes A B C D E F G Primary Function Sq Ft Additional Watts Per f 2 Allowed Wattage Allowance x C Description(s) and Quantity of Special Luminaire 2 Types in each Primary Function Area Total Design Watts ALLOWED WATTS Smaller of D or F TOTALS — Enter into Area Category Method — Part A (table above) Additional watts available only when allowed according to the footnotes on bottom of Table 146-F for chandelier or sconce; art, craft, assembly or manufacturing specialized task work; precision commercial/ industrial work; or lab specialized task work. Z' Special luminaires are light fixtures described in the Table 146-F Footnotes that are subject to an additional wattage allowance. TAILORED METHOD Total Allowed Watts using the Tailored Method taken from LTG4C (Page I of 4) Row 3 The indoor lighting power allowance using the Tailored Method of compliance shall be determined using the LTG -4C set of forms. A separate set of LTG4C forms shall be filled out for CONDITIONED and UNCONDITIONED spaces 2008 Nonresidential Compliance Forms August 2009 I I BUILDING ENERGY ANALYSIS REPORT PROJECT: PGA West 55-955 PGA Boulevard La Quinta, CA 92253 Project Designer: PHXARCH 7507 E McDonald Drive Suite B Scottsdale, Arizona 85250 Report Prepared by: Hellman/Lober Inc. 1( < CITY OF LA QUINTA BUILDING & SAFETY C� EPT. APPROVED FOR 1 ONSTRUCT�ON Job Number: 9/5/2014 1 SEP 11 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 5.1 by Energ Soft User Number: 5100 RunCode: 2014-09-05T16:53:49 ID: I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form ENV -1-C Certificate of Compliance 3 Form ENV -3-C Overall Envelope TDV Approach 11 Form ENV -MM Envelope Mandatory Measures 27 EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 5100 CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name PGA West Date 9/5/2014 Project Address 55-955 PGA Boulevard La Quinta Climate Zone 15 Total Cond. Floor Area 34,829 Addition Floor Area 0 GENERAL INFORMATION Building Type: ® Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: ❑ New Construction ❑ Addition m Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 190 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID Assembly Type A .0 a c ° 3 Oz MX Doc x ¢ O O W W> L� O C X 7 UJ U. O d l0 �> .2.S 7 CLL v C C N O O. o !q O O C0 a U- 1 1 Wall 38 (E) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 2 Wall 78 (S) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 3 Wall 38 (IM 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 4 Roof 713 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 5 Wall 44 (S) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 6 Wall 130 (lM 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 7 Roof 4,074 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 8 Wall 44 (S) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 9 Wall 176 (N) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 10 Roof 3,8111 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type �' a C C cW 0 W O Z W �'� 2> u 'U' LL O > u) Cn M � 2 °C U = o N cn O) t > O y C o o 0 cn a LL 1 Window 220 (E) 0.470 NFRC 0.470 NFRC ❑ New ❑ ❑ 2 Window 384 (S) 0.710 Default 0.730 Default ❑ New ❑ ❑ 3 Window 152 (VV) 0.710 Default 0.730 Default ❑ New ❑ ❑ 4 Window 832 (S) 0.470 NFRC 0.470 NFRC ❑ New ❑ ❑ 5 Window 1,220 (W) 0.470 NFRC 0.470 NFRC ❑ New ❑ ❑ 6 Window 1,561 (N) 0.470 NFRC 0.470 NFRC ❑ New ❑ ❑ 7 Window 448 (SIM 0.470 NFRC 0.470 NFRC ❑ New ❑ ❑ 8 I/Vindow 204 (NIM 0.470 NFRC 0.470 NFRC ❑ New ❑ ❑ 9 Window 232 (NE) 0.470 NFRC 0.470 NFRC ❑ New ❑ ❑ 10 Window 216 i (SE) 1 0.470 NFRC 0.470 NFRC ❑ New ❑ j ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5100 RunCode: 2014-09-05716:53:49 ID: Page 3 of 27 CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name PGA West Date 9/5/2014 Project Address 55-955 PGA Boulevard La Quinta Climate Zone 15 Total Cond. Floor Area 34,829 Addition Floor Area 0 GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRlellocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV -4C with submittal) Phase of Construction: ❑ New Construction ❑ Addition m Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID AssemblyType w a 03. C V) O z ; :56¢ .T 7 m x To w> Im C x w LL o d) 0 m �> 01 o C 0) � LL X o a c C :° 0 to a co U- 11 11 Wall 316 (N) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 12 Wall 94 (N) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 13 Roof 2,618 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 14 Wall 58 (SW) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 15 Wall 124 (NM 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 16 Wall 58 (NE) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 17 Roof 731 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 18 Wall 22 (E) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 19 Wall 58 (SE) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 20 Wall 58 (SW) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type E d a °3 Cn c �' W OZ ° �'� 2> ° d LL 'o > U) cU7 Z co 2¢ m U = o co U) C m t > O c y o Q65 m a LL 11 Window 420 (E) 0.710 Default 0.730 Default ❑ New ❑ ❑ 12 Window 72 (N) 0.710 Default 0.730 Default ❑ New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number 5100 RunCode: 2014-09-05T16:53:49 ID: Page 4 of 27 CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name PGA West Date 9/5/2014 Project Address 55-955 PGA Boulevard La Quinta Climate Zone 15 Total Cond. Floor Area 34,829 I Addition Floor Area 0 GENERAL INFORMATION Building Type: m Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRlellocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ftz (If checked include the ENV-4C with submittal) Phase of Construction: ❑ New Construction ❑ Addition m Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID Assembly Type Q cN O z °m D �o U GC c m X w> `o c X w U- ° d Woa > °O c c LL c c --J Q o `� 0- U N m a ,o U- 21 Wall 61 (W) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 22 Roof 2,366 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 23 Wall 1,320 (E) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 24 Wall 202 (S) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 25 Wall 147 (N) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 26 Roof 5,012 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 27 Roof 2,455 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 28 Wall 132 (E) 0.102 R-13 4.3.1-A3 Existing ❑ ❑ 29 Roof 1,342 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 30 Wall 292 (N) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type z °��' a C ;o vi c2 0w OZ o X m ii 2> o d CO o > co C7 = d U 2 = o cnm C -E > O o o Ucn a U. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ 1 ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number 5100 RunCode: 2014-09-05716:53:49 ID: Page 5 of 27 CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name PGA West Date 1 9/5/2014 Project Address 55-955 PGA Boulevard La Quinta Climate Zone 15 Total Cond. Floor Area 34,829 Addition Floor Area 0 GENERAL INFORMATION Building Type: ® Nonresidential ❑ High-Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Bledlocatable g. Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: ❑ New Construction ❑ Addition m Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID AssemblyType @ .O a W Oz 5 7.O j 0cr r _ w> O 'C LUU-5> cc +1 C U- X CrnV G O 'O 7W C 0 N4 a n U. 31 Wall 214 (N) 1 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 32 Wall 256 (N) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 33 Roof 3,243 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 34 Wall 42 (E) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 35 Roof 1,934 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 36 Wall 331 (E) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 37 Wall 18 (S) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 38 Wall 18 (N) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 39 Roof 662 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 40 Wall 251 (E) 0.244 R-11 4.3.3-A2 I Existing ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. 'FENESTRATION SURFACE DETAILS Tag/ID Type .. A QR c C «vj c y Z `o >Ajl o y i U C3 = X < d U N ° rn C t O c o 0 i yFenestration W a OL1i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5100 RunCode: 2014-09-05716:53:49 ID: Page 6 of 27 CERTIFICATE OF COMPLIANCE (Part 1 of 4) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name PGA West Date 9/5/2014 Project Address 55-955 PGA Boulevard La Quinta Climate Zone 15 Total Cond. Floor Area 34,829 I Addition Floor Area 0 GENERAL INFORMATION Building Type: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV -4C with submittal) Phase of Construction: ❑ New Construction ❑ Addition m Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 90 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID AssemblyType y a ?�cr C N d W 6:z V M r m 0 cc C O X M W> O CM C W W G O �> CD c LL X d a o. -,)< C - 7 C o:° 06 H a m U- 41 41 Wall 81 (E) 0.102 R-13 4.3.1-A3 Existing ❑ ❑ 42 Roof 662 (N) 0.051 R-19 4.2.2-A 12 Existing ❑ ❑ 43 Wall 86 (S) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 44 Wall 106 (W) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 45 Slab 1,728 (N) 0.730 None 4.4.7-A1 Existing ❑ ❑ 46 Wall 408 (W) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 47 Slab 1,245 (N) 0.730 None 4.4.7-A1 Existing ❑ ❑ 48 Wall 260 (S) 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 49 Wall 72 (lM 0.244 R-11 4.3.3-A2 Existing ❑ ❑ 50 Slab 1,782, (N) 0.730 None 4.4.7-A 1 Existing ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID Fenestration Type r w �' a C� .2 co C 0 W O Z O LL 2> O d i o' > N U C'J 2 c 2— d U z o cn N c l0 t > O o N o o 0 cn a LL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑j ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 5100 RunCode: 2014-09-05T16:53:49 ID: Page 7 of 27 CERTIFICATE OF COMPLIANCE (Part 2 of 4) AND FIELD INSPECTION ENERGY CHECKLIST ENV -1 C Project Name PGA West Date 9/5/2014 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fail' N/A ❑ Roofing compliance not required in Climate Zones 1 and16 with a Low -Sloped. 2:12 pitch or less. ❑ ❑ ❑ ❑ Roofing compliance not required in Climate Zone 1 with a Steep -Sloped with less than 5 Ib/ft2. Greater than 2:12 pitch. ❑ ❑ ❑ ❑ Low -sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U -factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV -2C. ❑ ❑ ❑ ❑ Low -sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a Ll -factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV -2C. ❑ ❑ ❑ ❑ The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted. Solar reflectance and thermal emittance or SRI, seespreadsheet calculator at www.energy.ca.gov/title24/ ❑ ❑ ❑ ❑ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ftare exempt from the Cool Roof criteria below. ❑ ❑ ❑ ❑ High-rise residential buildings and hotels and motels with low -sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low -sloped roofing criteria. ❑ ❑ ❑ 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number' Roof Slope s 2:12 > 2:12 Product Weight < 51b/ft' > 51b/ft2 Product Type 2 Aged Solar Reflectance Thermal Emmitance SR 15 Pass Fai16 ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 ❑ ❑ 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.org/products/search.phl) 2. Indicate the type of product is being used for the roof top, i.e. single -ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(p;n;,;a, — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at http://www.eneray.ca.gov/title24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(1)4. Select the applicable coating: ❑ Aluminum -Pigmented Asphalt Roof Coating ❑ Cement -Based Roof Coating ❑ Other Discrepancies: Ener Pro 5.1 by Ener Soft User Number: 5100 RunCode: 2014-09-05T16:53:49 ID: Page 8 of 27 CERTIFICATE OF COMPLIANCE (Part 3 of 4) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name PGA West Date 9/5/2014 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site -built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV -2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV -2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV -2A Test Performed By: Fenestration Products Name or ID Area of like Requiring Testing or Verification Products Building Envelope Acceptance Test Panda Double Metal Clear 4,933 Double Metal Clear 1,028 13 El 11 13 13 11 13 13 13 13 Ener Pro 5.1 by Ener Soft User Number: 5100 RunCode: 2014-09-05716:53:49 ID: Pa e9 of27 CERTIFICATE OF COMPLIANCE (Part 4 of 4) ENV -1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Date PGA West 9/5/2014 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 55-955 PGA Boulevard La Quinta CA Climate Zone 15 34,M 0 Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Signature Name David Cabrera Company Hellman/Lober Inc. Date 81512014 Address 333 Glenoaks Blvd #600 CEA # CEPE # City/State/Zip Burbank, CA 91502 Phone The Principal Envelope Designer's Declaration Statement • 1 am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the envelope design. • This Certificate of Compliance identifies the envelope features and performance specifications required for compliance with Title -24, Parts 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this 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 I I�(ickoked IIieymn Signat r Company PHXARCH Date /� I Address 7507 E McDonald Drive Suite 8 License # C-2 3�i 1 City/State/Zip Scottsdale, Arizona 85250 Phone b0 41 - 1 I 11 - Envelope Mandatory Measures Indicate location on building plans of Mandatory Envelope Measures Note Block: INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the 2008 Nonresidential Manual published by the California Energy Commission. 10 ENV -1C Certificate of Compliance. Required on plans for all submittals. ❑ ENV -2C Use with the Envelope Component compliance approach. Optional on plans. m ENV -3C Use with the Overall Envelope compliance approach. Optional on plans. ❑ ENV -4C Use with Prescriptive compliance for the minimum skylight requirements for large enclosed spaces in climate zones 2 through 15.Optional on plans. Ener Pro 5.1 by Ener Soft User Number: 5100 RunCode: 2014-09-05716:53:49 ID: Pae 10 of 27 OVP-RALL ENVELOPE TDV ENERGY APPROACH (Part 1 of 6) ENV -3C Project Name Date PGA West 9/5/2014 WINDOW RATIO CALCULATION for ALL WALLS A. Total linear display perimeter 1,015 ft X 6 ft = 6,087 ft2 Display Area B. Total Gross Exterior Wall Area 11,594 ft2 X 0.40 = 4,638 ft2 40% of Gross Exterior Wall Area C. Enter Larger of A or B 6,087 ft2 Maximum Standard Area D. Enter Proposed Window Area 5,961 ft2 Proposed Area If the proposed Window Area is greater than the Maximum Standard Area, then the envelope component method may not be used. E. Window Wall Ratio = (Row D) Divided by (Row B) = 51.41 / See RSHG in Table 143-A, 143- B, or 143-C WEST WINDOW RATIO CALCULATION F. West Linear Display 391 ft X 6 ft = 2,343 ft2 West Display Area G. West Exterior Wall Area 2,515 ft2 X 0.40 = 1,006 ft2 40% of West Exterior Wall Area H. Enter Larger of F or G 2,343 ft2 Maximum Standard West Area I. Enter Proposed West Window Area 1,576 ft2 Proposed West Window Area If the proposed West Window Area is greater than the Maximum Standard West Area, then the envelope component method may not be used. J. Window Wall Ratio = (Row 1) Divided by (Row G) 62.66 / See West RSHG in Table 143-A, 143-B, or 143-C COMBINED AREA FOR NORTH, EAST AND SOUTH WALLS K. N/E/S Display Perimeter (A Minus E) 624 ft X 6 ft = 3,744 ft2 N/E/S of West Exterior Wall Area 3,632 ft2 L. N/E/S Exterior Wall Area (B Minus G) 9079 ft2 X 0.40 = 40% N/E/S Area 3,632 ft2 M. Enter Larger of K or L Maximum Standard N/E/S Area 1 4,385 ft2 N. Proposed N/E/S Window Area (D Minus 1) Proposed N/E/S Area WINDOW ADJUSTMENT O. If D > C and/or if I > H, proceed to the calculation steps 1 for all walls or 2 for west wall. If not, go to the skylight area test on page 6. 1. If D > C: Use the calculated Window Adjustment Factor (WAF) for all walls. PROPOSED WINDOW MAX. STANDARD AREA AREA WINDOW (from C) (from D) ADJUSTMENT FACTOR Go to Page 6 to calculate Adjusted Area 2. If I > H: Calculate one Window Adjustment Factor (WAF) for the West wall. MAX. STANDARD WEST PROPOSED WEST AREA WEST WINDOW AREA from H) (from 1) ADJUSTMENT FACTOR MAX. STANDARD AREA PROPOSED AREA WEST WINDOW (from C) (from D) ADJUSTMENT FACTOR �E,—e,gy—P,o5.1 Go to Page 6 to calculate Adjusted Area by Ener Soft User Number.' 5100 Run Code: 2014-09-05716:53:49 /D: Pae 11 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Part 2 of 6) ENV -3C Project Name Date PGA West 9/5/2014 SKYLIGHT RATIO CALCULATION §143(b) Actual Gross Roof Maximum Allowed Standard Area Skylight Area 1,481 ft2 A. If Atrium/Skylight Height is < 55 ft; or 29,625 ft2 X 0.05 = B. If Atrium/Skylight Height is > 55 ft ft2 X 0.10 - ft2 C. Proposed Skylight Area 0 ft2 D. Skylight Ratio = Proposed Skylight Area (Row C) Divided by Actual Gross Roof Area = 0.0 % SRRP,.p E. Maximum Allowed Skylight Roof Ratio = Maximum Allowed Standard Skylight Area _ (Row A or B) Divided by Total Gross Exterior Roof Area - 5 % SRRsTD IF THE PROPOSED SKYLIGHT AREA IS GREATER THAN THE STANDARD SKYLIGHT AREA, PROCEED TO THE NEXT CALCULATION FOR THE SKYLIGHT AREA ADJUSTMENT. IF NOT, GO TO PAGE 3 OF 6. SKYLIGHT AREA ADJUSTMENT IF F > D, Proceed To Calculation Step 1 Step 1. Calculated the Skylight Adjustment Factor (WAF). STANDARD PROPOSED SKYLIGHT SKYLIGHT ADJUSTMENT SKYLIGHT AREA AREA (IF E = 0 ENTER 1) FACTOR (SAF) CARRY THE WINDOW ADJUSTMENT FACTOR (SAF) TO PAGE 6 OF 6 TO CALCULATE THE ADJUSTED AREA Energ Pro 5.1 by Ener Soft User Number: 5100 RunCode: 2014-09-05716:53:49 /D: Page 12 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6 ENV -3C Project Name PGA West Date 9/5/2014 Climate Zone 15 TDV for the Standard Design Building, See Reference Nonresidential A endix NA5-2 Occupancy Type and Coefficients Tables m Nonresidential, See Table NA5-3 111 24 -Hour Use, See Table NA5-4 1 ® Retail, See Table NA5-5 A B C D E F G H I J I K I L M Number Of Like Roofs or Exterior Criteria Assembly Floor Mass Surface Fenetration Assembly Type' Orientation Type4 Type' Area Type U -factor' SHGC' Coefficients for° U -factor SHGC VT VT° Cs,,; Cs i Cs„ Standard TDV Ener 10 Wall E 1 Light 60 0.062 201.13 751 Window E 1 130 Manufactured 0.470 0.310 0.372 40.08 666.01 -28.861 27,846 Wall S 1 Lighti 124 0.062 201.13 1,541 Window S 1 266 Site -built 0.470 0.310 0.372 32.84 586.58 -33.07 49,275 Wall W 1 Light 38 0.062 201.13 474 Window W 1 152 Site -built 0.470 0.310 0.3721 51.41 713.09 -30.12 35,570 Roof 1 Light 713 0.039 187.17 5,205 Wall S 1 Light 70 0.062 201.13 870 Window S 1 150 Manufactured 0.470 0.310 0.372 32.84 586.58 -33.07 27,796 Wall W 1 Light 130 0.062 201.13 1,621 Window W 1 504 Manufactured 0.470 0.3101 0.372 51.411 713.09 -30.12 117,944 Roof 1 Light 4,074 0.039 187.17 29,739 Wall S 1 Light 70 0.062 201.13 870 Window S 1 150 Manufactured 0.470 0.310 0.372 32.84 586.58 -33.07 27,796 Wall I N 1 Light 224 0.062 201.13 2,793 Window N 1 280 Manufactured 0.470 0.400 0.480 54.49 303.70 -20.19 38,479 Sum of Total Standard Design 1.215, 785 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M - Manufactured, SB = Site -built, SK = Skylight and F - Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7:5 HC,15), and heavy mass (HC >_ 15). 6. Standard Design U -tactor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U -factor (CsW), SHGC (Cs,,,), and VT(Cs,a, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVsm = Column C x [Column E x ((U -factory x Csw) + (SHGCisi x Cw) + (VTs; x Csu))j for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number. 5100 Run Code: 2014.09-05T16:53:49 ID: Pae 13 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH Pa e 3 of 6 ENV-3C Project Name PGA West Date 9/5/2014 Climate Zone 15 TDV for the Standard Design Building, See Reference Nonresidential A endix NA5-2 Occupancy Type and Coefficients Tables 12 Nonresidential, See Table NA5-3 10 24-Hour Use, See Table NA5-4 1 ® Retail, See Table NA5-5 A B C D E F G H 1 J I K L M Number Of Like Roofs or Exterior Criteria Assembly Floor Mass Surface Fenetration Assembly Type' Orientation Type' Types Area Type U-factors SHGC' Coefficientsfoe U-factor SHGC VT VTs Cs,; Cs„ Cs„ Standard TDV Ener 10 Roof 1 Light 3,811 0.039 187.17 27,819 Wall N 1 Light 343 0.062 201.13 4,283 Window N 1 161 Manufactured 0.470 0.400 0.480 54.49 303.70 -20.19 22,055 Wall N 1 Light 149 0.062 201.13 1,858 Window N 1 321 Manufactured 0.470 0.400 0.480 54.49 303.70 -20.19 44,110 Roof 1 Light 2,618 0.039 187.17 19,110 Wall s 1 Light 92 0.062 201.13 1,146 Window s 1 198 Manufactured 0.470 0.310 0.372 32.84 586.58 -33.07 36,641 Wall W 1 Light 124 0.062 201.13 1,546 Window W 1 204 Manufactured 0.4701 0.310 0.372 51.41 713.09 -30.12 47,739 Wall N 1 Light 92 0.062 201.13 1,146 Window N 1 198 Manufactured 0.470 0.400 0.480 54.49 303.70 -20.19 27,217 Roof 1 Light 731 0.039 187.17 5,336 Wall E 1 Light 32 0.062 201.13 398 Window E 1 58 Manufactured 0.470 0.310 0.372 40.08 666.01 -28.86 12,458 Wall E 1 Light 90 0.062 201.13 1,117 Sum of Total Standard Design 1,215,795 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB - Site-built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC c 7), medium mass (7:s HC,15), and heavy mass (HC a 15). 6. Standard Design U-factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; LI-factor (Cs j), SHGC (Cs.j), and VT(Cs A, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVsm - Column C x [Column E x ((U-factors; x Cso) + (SHGCs x Csi)+ (VTs x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number. 5100 RunCode: 2014-09-05718:53:49 ID: Pae14 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6 ENV -3C Project Name PGA West Date 1 9/5/2014 Climate Zone 15 TDV for the Standard Design Building, See Reference Nonresidential ApRendix NA5-2 Occupancy Type and Coefficients Tables 1Z Nonresidential, See Table NA5-3 10 24 -Hour Use, See Table NA5-4 1 ® Retail, See Table NA5-5 A 8 C D E F G H I J K I L M Number Of Like Roofs or Exterior Criteria Assembly Floor Mass Surface Fenetration Assembly Type' Orientation T e` T es Area Type U -factors SHGC7 Coefficients for' U -factor SHGC VT VTs CSO Cs i Cs. Standard TDV Ener 10 Window E 1 184 Manufactured 0.470 0.310 0.372 40.08 666.01 -28.86 39,571 Wall s 1 Light 90 0.062 201.13 1,117 Window s 1 184 Manufactured 0.470 0.310 0.372 32.84 586.58 -33.07 34,114 Wall W 1 Light 61 0.062 201.13 761 Window W 1 228 Manufactured 0.470 0.310 0.372 51.41 713.09 -30.12 53,356 Roof 1 Light 2,368 0.0391 187.17 17,286 Wall E 1 Light 1,320 0.062 201.13 16,460 Wall S 1 Lighti 227 0.062 201.13 2,825 Window S 1 143 Manufactured 0.470 0.310 0.372 32.841 586.58 -33.07 26,533 Wall N 1 Light 190 0.062 201.13 2,367 Krindow N 1 250 Manufactured 0.470 0.400 0.480 54.49 303.70 -20.19 34,373 Roof 1 Light 5,012 0.039 187.17 36,586 Roof 1 Light 2,455 0.039 187.17 17,921 Wall I E 1 Light 145 0.042 201.13 1 1 1,224 Window E 1 75 Site -built 0.470 0.310 0.372 40.081 666.01 -28.86 16,122 Roof I 1 Light 1,342 0.039 187.17 9,796 Sum of Total Standard Desian 1,215,795 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M - Manufactured, SB = Site -built, SK = Skylight and F = Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC, 15), and heavy mass (HC >_ 15). 6. Standard Design LI -factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter V if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; LI -factor (Cs.j), SHGC (Cs,i), and VT(Cs a, can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVsm = Column C x [Column E x ((U -factors; x Csm) + (SHGCs; x Csa)+ (VTs; x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number. 5100 Run Code: 2014-09-05716:53:49 ID: Pae 15 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH Pa e 3 of 6 ENV -3C Project Name PGA West Date 1 9/5/2014 Climate Zone 15 TDV for the Standard Design Building, See Reference Nonresidential Appendix NA5-2 Occupancy Type and Coefficients Tables m Nonresidential See Table NA5-3 ❑ 24 -Hour Use, See Table NA54 1 ® Retail See Table NA5-5 A B C D E F G H I J I K I L M Number Of Like Roofs or Exterior Criteria Assembly Floor Mass Surface Fenetration Assembly Type' Orientation Type' Type' Area Type U -factor SHGC' Coefficients for' U -factor SHGC VT VTB Cs,'j Cs:, Cs. Standard TDV Ener 10 Wall N 1 Light 292 0.062 201.13 3,641 Wall N 1 Lighti 269 0.062 201.13 3,354 Window N 1 321 Manufactured 0.470 0.400 0.480 54.49 303.70 -20.19 44,110 Wall N 1 Light 256 0.062 201.13 3,192 Roof 1 Light 3,243 0.039 187.17 23,673 Wall E 1 Light 67 0.062 201.13 830 Window E 1 143 Site -built 0.470 0.310 0.372 40.08 666.01 -28.86 30,778 Roof 1 Light 1,934 0.039 187.17 14,117 Wall E 1 Light 331 0.105 201.13 6,990 Wall S 1 Light 29 0.105 201.13 602 Window S 1 61 Site -built 0.470 0.260 0.312 32.84 586.58 -33.07 9,690 Wall N 1 Light 29 0.105 201.13 602 Window N 1 Site-built 0.470 0.310 0.372 54.49 303.70 20.19 6,900 Roof 1 Light 0.028 187.17 3,469 E662 Wall E 1 Light 0.062 201.13 3,130 Wall E 1 Light 0.042 201.13 887 Sum of Total Standard Desi n 1,215,795 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M - Manufactured, SB = Site -built, SK = Skylight and F - Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7 s HC, 15), and heavy mass (HC >_ 15). 6. Standard Design U -factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U -factor (Cs j), SHGC (Cs,j), and VT(Cs1.1. can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVs. = Column C x [Column E x ((U -factory x Csw) + (SHGCs, x Cy;)+ (VTsi x C&))I for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number. 5100 Run Code: 2014-09-05T16:53:49 10: Pae 16 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 3 of 6 ENV -3C Project Name PGA West Date Climate Zone 1 9/5/2014 15 TDV for the Standard Design Building, See Reference Nonresidential A endix NAS -2 Occupancy Type and Coefficients Tables 10 Nonresidential See Table NA5-3 O 24 -Hour Use, See Table NA5-4 ® Retail, See Table NA5-5 A B C D E F G H I J K I L M Number Of Like Roofs or Exterior Criteria Assembly Floor Mass Surface Fenetration Assembly Type' Orientation T e' T es Area Type U -factor SHGC' Coefficients for' U -factor I SHGC VT VT- Q%, Cs,; Cs„ Standard TDV Ener '0 Window E 1 140 Site -built 0.470 0.310 0.372 40.08 666.01 -28.86 30,045 Roof 1 Light 662 0.039 187.17 1 4,832 Wall s 1 Light 132 0.062 253.96 2,072 Window s 1 266 Manufactured 0.470 0.310 0.372 17.55 311.65 -7.90 27,151 Wall W 1 Light 106 0.062 253.96 1,669 Window W 1 424 Manufactured 0.4701 0.310 0.372 21.34 297.46 -6.94 42,256 Wall W 1 Light 408 0.062 201.13 5,088 Window W 1 16 Manufactured 0.470 0.310 0.372 51.41 713.09 -30.12 3,744 Wall S 1 Light 260 0.062 253.96 4,094 Wall W 1 Light 72 0.062 253.96 1,134 Window W 1 48 Manufactured 0.470 0.310 0.372 21.34 297.46 -6.94 4,784 Sum of Total Standard Design 1,215,795 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Enter the area of each different assembly. 3. Enter the type of fenestration; M = Manufactured, SB - Site -built, SK - Skylight and F - Fabricated. 4. Grouping of like assemblies in the same orientation is allowed. Indicate the number in column E. 5. Enter Roofs, Floors, Walls and for Mass Walls the catergoies are; light (HC < 7), medium mass (7:5 HC,15), and heavy mass (HC z 15). 6. Standard Design Ll -factor are from Table 143-A, B or C. 7. Standard Design SHGC are from Table 143-A, B or C. Enter V if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 8. To calculate the fenestration standard design VT in Column H. Multiply Column H by 1.2. 9. Coefficients for; U -tactor (CsW), SHGC (Csw), and VT(C%j. can be found in Table NA5-2, through Table NA5-5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter V when not applicable. 10. Calculate the TDV Standard Design for each Envelope Assembly Type: TDVsm = Column C x (Column E x ((U -factors; x Cw) + (SHGCsi x Cs i)+ (VTsi x Csu))] for each Assembly Type. See Nonresidential Manual Examples in Section 3.7.1 for details. EnergyPro 5.1 by EnergySoft User Number. 5100 Run Code: 2014-09-06716:53:49 ID: Pae 17 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6 ENV -3C Project Name Date PGA West 1 9/5/2014 TDV for the Proposed Design Building. See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients m Nonresidential, See ❑ 24 -Hour Use, See Table 10 Retail, See Table NA5-5 I Climate Zone: 15 Tables Table NA5-3 NA5-4 A B C D E F G H I J K L M N Number Total Coefficientsfor Of Like ExteriorCriteria U -factor RSHGC° VTe Cool Roof' Overhang" Assembly Surface Fenestration Proposed TDV AssemblyType' Orientation' T e'H Area' Type 4 U -factor' SHGC' VT' Csu,i Cr.J Ct,i MCA MOH Energy" Wall E 1 38 0.244 201.13 1,865 Window E 1 152 Manufactured 0.470 0.470 0.500 40.08 666.01 -28.86 1.000 48,250 Wall S 1 78 0.244 201.13 3,828 Window S 1 312 Site -built 0.710 0.730 0.876 32.84 586.58 -33.07 1.000 131,836 Wall W 1 38 0.244 1 201.13 1,865 Window W 1 152 Site -built 0.710 0.730 0.876 51.41 713.09 -30.12 1.000 80,662 Roof 1 713 0.051 187.17 2.053 13,973 Wall S 1 44 0.244 201.13 2,159 Window S 1 176 Manufactured 0.470 0.470 0.500 32.84 586.58 -33.07 1.000 48,328 Wall W 1 130 0.244 201.13 6,380 Window W 1 504 Manufactured 0.470 x470 0.500 51.41 713.09 -30.12 1.000 173,505 Roof 1 4,074 0.051 187.17 2.053 79,839 Wall S 1 44 0.244 201.13 2,159 Window S 1 176 Manufactured 0.470 0.470 0.500 32.84 586.58 -33.071 1.000 48,328 Wall N 1 176 0.2441 201.131 1 8,637 Window N 1 328 Manufacturedl 0.470 0.470 0.500 54.49 303.70 -20.19 1.000 51,907 Total Proposed Design" 2,455,425 Proposed <_ Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M - Manufactured, SB = Site -built, SK = Skylight and F - Fabricated. 5. Proposed Design U -factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U -factor (Cs,,,i), SHGC (Csa), and VT(Cst... can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCA, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVA = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP x CSsi x MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum u all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be s to the Standard. Fn7rgyPro 5.1 by EnergySoft User Number. 5100 Run Code: 2014-0 9-05 71 6:53:49 ID: Pae 18 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6 ENV -3C Project Name Date PGA West 1 9/5/2014 TDV for the Proposed Design Building. See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients m Nonresidential, See ❑ 24 -Hour Use, See Table m Retail, See Table NA55 Tables Table NA5-3 NA5-4 Climate Zone: 15 A B C D E F G H I J K L M N Number Total Coefficients for Of Like Exterior Criteria U -factor" RSHGC" VT" Cool Roof° Overhang" Assembly Surface Fenestration Proposed TDV Assembly Type' Orientation' Type" Area' Type4 U -factors SHGC" VT' Csu,i CSSJ Ct,i MCR MOH Energy" Roof 1 3,811 0.051 187.17 2.053 74,685 Wall N 1 316 0.244 201.13 15,508 Window N 1 188 Manufactured 0.470 0.470 0.500 54.49 303.70 -20.19 1.000 29,752 Wall N 1 94 0.244 201.13 4,613 Window N 1 376 Manufactured 0.470 0.470 0.500 54.49 303.70 -20.19 1.000 59,504 Roof 1 2,618 0.051 187.17 2.053 51,306 Wall S 1 58 0.244 201.13 2,846 Window S 1 232 Manufactured 0.470 0.470 0.500 32.84 586.58 -33.07 1.000 63,705 Wall W 1 124 0.244 201.13 6,085 Window W 1 204 Manufactured 0.4701 0.470 0.500 51.41 713.09 -30.12 1.000 70,228 Wall N 1 58 0.244 201.13 2,846 Window N 1 232 Manufactured 0.470 0.470 0.500 54.49 303.70 -20.19 1.000 36,715 Roof 1 731 0.051 187.17 2.053 14,326 Wall E 1 22 0.244 201.13 1,080 Window E 1 68 Manufacturedl 0.470 0.4701 0.500 40.081 666.01 -28.86 1.000 21,585 Wall E 1 58 0.2441 1 201.131 1 1 2,846 Total Proposed Desi n" 2,455,425 Pro osed <_ Standard 1 NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M - Manufactured, SB = Site -built, SK = Skylight and F = Fabricated. 5. Proposed Design U -factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" it not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U -factor (Cswi), SHGC (Cs,j), and VT(Cs,a, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MoH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVR = Column D x ((U factor x CSu) + (CRui x URi x MCRi) + (SHGCP x CSsi x MOH ) + (VTP x CSt)I Enter the calculated value in Column N. 12. Sum u all the Proposed TDV Ener in Column N and enter value in the cell. Similar) enter the sum of all Standard TDV Ener and compare. Proposed must be s to the Standard. Ene Pro 5.1 b Ene Soft User Number 5100 RunCode: 2014 09-05716:53:49 ID: Pae 19 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6 ENV -3C Project Name Date PGA West 9/5/2014 TDV for the Proposed Desion Building. See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients m Nonresidential, See ❑ 24 -Hour Use, See Table m Retail, See Table NA5-5 Tables Table NA5-3 NA5-4 Climate Zone: 15 A B C D E F G I H 1 J K L M N Number Total Coefficientsfor Of Like Exterior Criteria U -factor" RSHGC° VTS Cool Roof" Overhang"' Assembly Surface Fenestration Proposed TDV Assembly Type' Orientation' T e' Area' Type' U -factors SHGC' VT' Csu,i Css., Ct,i Mc„ Mc„ Energy" Window E 1 216 Manufactured 0.470 0.470 0.500 40.08 666.01 -28.86 1.000 68,565 Wall S 1 58 0.244 201.13 2,846 Window S 1 216 Manufactured 0.470 0.470 0.500 32.84 586.58 -33.07 1.000 59,312 Wall W 1 61 0.2441 201.13 1 2,994 Window W 1 228 Manufactured 0.470 0.470 0.500 51.41 713.09 -30.12 1.000 78,490 Roof 1 2,368 0.051 187.17 2.053 46,406 Wall E 1 1,320 0.244 201.13 64,780 Wall S 1 202 0.244 201.13 1 9,913 Window S 1 168 Manufactured 0.470 0.470 0.500 32.84 586.58 -33.07 1.000 46,132 Wall N 1 147 0.244 201.13 7,214 Window N 1 293 Manufactured 0.470 0.470 0.500 54.49 303.70 -20.19 1.000 46,369 Roof 1 5,012 0.051 187.17 2.053 98,221 Roof 1 1 2,4551 0.051 187.17 2.053 48,111 Wall E 1 132 0.102 201.13 2,708 Window E 1 88 Site -built 0.710 0.730 0.876 40.08 666.01 -28.86 1.000 43,064 Roof 1 1,342 0.051 187.171 1 2.0531 26,300 Total Proposed Design 12 2,455,425 Pro osed 5 Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB - Site -built, SK = Skylight and F = Fabricated. 5. Proposed Design U -factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U -factor (Cs„ a), SHGC (Cs j), and VT(Crn,,, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, Mca, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. W. Calculate the Overhang Mc„ on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVP = Column D x ((U factor x CSu) + (CRui x URi x MCRi) + (SHGCP x CSsi x MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum u all the Proposed TDV Ener in Column N and enter value in the cell. Similar) enter the sum of all Standard TDV Ener and compare. Proposed must be s to the Standard. Ene Pro 5.1 b Ene Soft User Number. 5100 RunCode: 2014-09-05716:53:49 ID: Page 20 of 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6 ENV -3C Project Name Date PGA West 9/5/2014 TDV for the Proposed Design Building. See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients m Nonresidential, See ❑ 24 -Hour Use, See Table 10 Retail, See Table NA5-5 Tables Table NA5-3 NA5-4 Climate Zone: 15 A B C D E F G H I J K I L M N Number Total Coefficientsfor Of L ke Exterior Criteria U -factor RSHGC' VTS Cool Roof° Overhan '0 Assembly Surface Fenestration Proposed TDV Assembly Type' Orientation' Type'" Area' Type' U -factors SHGCs VT' Csu,i Cs,.; Ct,i MCR MOH Energy " Wall N 1 292 0.244 201.13 14,330 Wall N 1 214 0.244 201.13 10,502 Window N 1 376 Manufactured 0.470 0.470 0.500 54.49 303.70 -20.19 1.000 59,504 Wall N 1 256 0.244 201.13 12,563 Roof 1 3,243 0.051 187.17 2.053 63,554 Wall E 1 42 0.2441 201.13 2,061 Window E 1 168 Site -built 0.710 0.730 0.876 40.08 666.01 -28.86 1.000 82,213 Roof 1 1,934 0.051 187.17 2.053 37,901 Wall E 1 331 0.244 201.13 16,244 Wall S 1 18 0.244 201.13 883 Window S 1 72 Site -built 0.710 0.730 0.876 32.84 586.58 -33.07 1.000 30,424 Wall N 1 18 0.2441 201.13 883 Window N 1 721 Site -built 0.710 0.730 0.876 54.49 303.70 -20.19 1.000 17,475 Roof 1 662 0.051 187.17 2.053 12,973 Wall E 1 251 0.244 201.13 12,318 Wall E 1 81 0.102 201.13 1,662 Total Proposed Design" 2,455,425 Proposed<_ Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight & Door). One assembly type for each row. 2. Indicate the orientation for walls, doors & windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M - Manufactured, SB = Site -built, SK = Skylight and F = Fabricated. 5. Proposed Design U -factor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter V 4 not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U -factor (Csw), SHGC (Csj), and VT(Cs,,L can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter V when not applicable. 9. Calculate the Cool Root, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang Mo„ on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roots must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVR = Column D x [(U factor x CSu) + (CRui x URi x MCRi) + (SHGCP x CSsi x MOH ) + (VTP x CSq] Enter the calculated value in Column N. 12. Sum u all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be s to the Standard. Ene Pro 5.1 6 Ene Soft User Number 5100 RunCode: 2014 0 9-05 71 6:53:49 ID: Page 21 0/ 27 OVERALL ENVELOPE TDV ENERGY APPROACH (Page 4 of 6 ENV -3C Project Name PGA West Date 1 9/5/2014 TDV for the Proposed Desion Building. See Reference Nonresidential Appendix NA5.3 Occupancy Type and Coefficients Tables 10 Nonresidential, See I Table NA5-3 ❑ 24 -Hour Use, See Table NA5-4 m Retail, See Table NA5-5 Climate Zone: 15 A B C D E F G I H I J I K I L M N Number Total Coefficients for Of Uke Exterior Criteria U -factors RSHGCB I VT' Cool Roof' Overhang" Assembly Surface Fenestration Assembly Type' Orientation' Type'" Area' Type' U -factors SHGCs VT' Csu,i Cs,,i Ct,i MCR Mo„ Proposed TDV Energy" Window E 1 164 Site -built 0.710 0.730 0.876 40.08 666.01 -28.86 1.000 80,255 Roof 1 662 0.051 187.17 2.053 12,973 Wall S 1 86 0.244 253.96 5,329 Window S 1 312 Manufactured 0.470 0.470 0.500 17.55 311.65 -7.90 1.000 47,041 Wall W 1 106 0.244 253.96 6,568 Window W 1 424 Manufactured 0.470 0.470 0.500 21.34 297.46 -6.94 1.000 62,059 Wall W 1 408 0.244 201.13 20,0231 Window W 1 16 Manufactured 0.470 0.470 0.500 51.41 713.09 -30.12 1.000 5,508 Wall S 1 260 0.244 253.96 16,111 Wall W 1 72 0.244 253.96 4,462 Window W 1 48 Manufactured 0.470 0.470 0.500 21.34 297.46 -6.94 1.000 7,026 Total Proposed Design 12 2,455,425 Proposed 5 Standard NO 1. Indicate type of assembly for the Envelope (e.g. Wall, Floor, Roof, Window, Skylight 8 Door). One assembly type for each row. 2. Indicate the orientation for walls, doors 8 windows. 2A. Note: Grouping of like assemblies in the same orientation is allowed. Enter the number in column C. 3. Indicate the Exterior Surface Area of the Assembly for that one assembly or if like assemblies then the total surface area of all assemblies in the same orientation. 4. Enter the type of fenestration; M = Manufactured, SB - Site -built, SK - Skylight and F = Fabricated. 5. Proposed Design U -tactor are from Table 143-A, B or C for the appropriate assembly type. 6. Proposed Design SHGC are from Table 143-A, B or C. Enter "0" if not applicable. Note: Not all vertical windows have an overhang then assume SHGC as value entered. 7. To calculate the fenestration proposed design VT in Column H. Multiply Column G by 1.2. 8. Coefficients for; U -factor (Cs„ j), SHGC (Cs j), and VT(C%,,, can be found in Table NA5.2, through Table NA5.5 of the Reference Nonresidential Appendices NA5. The Coefficient for SHGC and VT are only entered for the fenestration products. Enter "0" when not applicable. 9. Calculate the Cool Roof, MCR, first by using the next page (Page 5 of 6). Enter the value in the Proposed Column L. 10. Calculate the Overhang MOH on the next page (Page 5 of 6). Enter the value in the Proposed Column M. 11. The Proposed TDV energy use for all assemblies other than roofs must be equal to or less than Standard TDV in Page 3 of 6. Therfore; TDVP - Column D x ((U factor x CSu) + (CRui x URi x MCRi) + (SHGCP x CSsi x MOH ) + (VTP x CSt)] Enter the calculated value in Column N. 12. Sum u all the Proposed TDV Energy in Column N and enter value in the cell. Similarly enter the sum of all Standard TDV Energy and compare. Proposed must be s to the Standard. Ene Pro 5.1 by EnerpySoft User Number. 5100 RunCode: 20 14 0 9-05 71 6:53:49 ID: Page 22 of 27 'OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6) ENV -3C Project Name PGA West Date 9/5/2014 Cool Roof Multiplier (MCR) Occupancy Type and Coefficients Tables m Nonresidential, See I Table NA5-3 ❑ 24 -Hour Use, See Table NA5-4 ® Retail, See Table NA5-5 Climate Zone: 15 Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thermal Emittance Cool Roof Multi lierz -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.9001 0.10 0.55 0.85 0.75 2.053 2.540 0.900 0.10 0.55 0.85 0.75 2.053 Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NA5-2 Standard Aged Solar Reflectance Column D) Standard Thermal Emittance (Column F Low -Rise, Low -Sloped, CZ2 through CZ15 0.55 0.75 Low -Rise, Low -Sloped, CZ1 through CZ16 0.10 0.75 High -Rise, Low -Sloped, CZ10 through CZ15 0.55 0.75 High -Rise, Low -Sloped, CZi-9 through CZ16 0.10 0.75 Steep -Sloped, CZ2 through CZ 15 0.25 0.75 Steep -Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; Paged prop = 0.7 X (Pett prop + 0.06). Where (P;n;t prop) reflectance value is found in the CRRC Directory. Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MCR,, = 1 + CRet X (Paged prop - Paged std + CEm;, X (Eprop - Estd or 1 + Col A X Col C - Col D + Col B X Col E - Col F Overhang multiplier (MOH) Occupancy Type and Coefficients Tables I © Nonresidential, See Table NA5-3 ❑ 24 -Hour Use, See Table I NA5-4 ❑ Retail, See Table NA5-5 Climate Zone: 15 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1 Projection Factor' 2 Projection Factor' Horizontal Projection (ft) Vertical Distance ft2 Projection Factor' Overhang Multi lien' Enter multiplier in Page 4 of 6 Column K. 1. Where a, and b; are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = HN (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MOH,I = 1+ a, X PF; + b; X PF;2. Enter results in Column G. EnergyPro 5.1 by EnergySc User Number: 5100 RunCode: 2014-09-05716:53:49 ID: Page 23 of 27 'OVERALL ENVELOPE TDV ENERGY APPROACH (Part 5 of 6) ENV-3C Project Name PGA West Date 9/5/2014 Cool Roof multiplier (MCR) Occupancy Type and Coefficients Tables m Nonresidential, See Table NA5-3 ❑ 24-Hour Use, See Table NA5-4 ® Retail, See Table NA5-5 Climate Zone: 15 Coefficients of Calculation A B C D E F G Reflectance Emittance Proposed Aged Solar Reflectance Standard Aged Solar Reflectance' Proposed Thermal Emittance Standard Thermal Emittance Cool Roof Multi lien -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 -2.540 -0.900 0.10 0.55 0.85 0.75 2.053 Enter multiplier in Page 4 of 6, Column J. Where: Standard design values for Solar Reflectance and Thermal Emittance. Except from Table NA5-2 Standard Aged Solar Reflectance Column D) Standard Thermal Emittance (Column F Low-Rise, Low-Sloped, CZ2 through CZ15 0.55 0.75 Low-Rise, Low-Sloped, CZ1 through CZ16 0.10 0.75 High-Rise, Low-Sloped, CZ10 through CZ15 0.55 0.75 High-Rise, Low-Sloped, CZ1-9 through CZ16 0.10 0.75 Steep-Sloped, CZ2 through CZ15 0.25 0.75 Steep-Sloped, all other 0.10 0.75 1. Proposed Aged Design Solar Reflectance; Paged prop = 0.7 X (P nit prop + 0.06). Where (P;n;t prop) reflectance value is found in the CRRC Directory. Enter results of the Cool Roof Multiplier equation in footnote 2. 2. Cool Roof Multiplier MSR,, = 1 + CRet X (Paged prop - Paged std + CEmit X (Eprop - Fstd or 1 + Col A X Col C - Col D + Col B X Col E - Col F Overhang Multiplier (MOH) Occupancy Type and Coefficients Tables Nnresidential, See 7TableoNA5-3TNA5-4 ❑ 24-Hour Use, See Table 10 Retail, See Table NA5-5 Climate Zone: 15 Coefficients of Fenestration Overhang Calculation A B C D E F G Orientation 1 Projection Factor' 2m Projection Factor' Horizontal Projection (ft) Vertical Distance (ft) Projection Factorz Overhang Multi lien' Enter multiplier in Page 4 of 6 Column K. 1. Where a, and b; are he coefficients for the overhang projection factor (see tables) and is climate zone dependent. 2. PF = HN (Horizontal (H) projection of the overhang from the surface of the window in feet, but no greater than V and the Vertical (V) distance from the window sill to the bottom of the overhang, in feet.) Enter results in Column F. 3. MoH,, = 1+ a; X PF; + b; X PF;Z. Enter results in Column G. EnergyPro 5.1 by EnergySc User Number: 5100 RunCode: 2014-09-05T16:53:49 ID: Page 24 of 27 'OVERALL ENVELOPE TDV ENERGY APPROACH (Part 6 of 6) ENV-3C Project Name PGA West Date 9/5/2014 WINDOW AREA ADJUSTMENT CALCULATION A B C D E F G Wall Name (e.g. Wall-1, Wall-2 Orientation Gross Area Door Area Window Area Window Adjustment Factor From Pagel) Adjusted Window Area D X E Adjusted Wall Area B — F + C N E I S I W Exterior Wall East ❑ ❑ ❑ ❑ ❑ ❑ IZI (z] [Z] ❑ ❑ © ❑ ❑ ❑ ❑ ❑ ❑ © ❑ ❑ IZI ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q 0 ❑ ❑ IZI ❑ ❑ 0 ❑ ❑ IZI ❑ 0 ❑ IZI ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ © ❑ ❑ © ❑ ❑ ❑ ❑ ❑ IZI ❑ Q ❑ ❑ ❑ ❑ ❑ © ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ 190 0 152 0.854 130 60 Exterior Wall South 390 0 312 0.854 266 124 Exterior Wall West 190 0 152 1.000 152 38 Exterior Wall South 220 0 176 0.854 150 70 Exterior Wall West 634 0 504 1.000 504 130 Exterior Wall South 220 0 176 0.854 150 70 Exterior Wall West 504 0 328 0.854 280 224 Exterior Wall West 504 0 188 0.854 161 343 Exterior Wall North 470 0 376 0.854 321 149 Exterior Wall South West 290 0 232 0.854 198 92 Exterior Wall North East 328 0 204 1.000 204 124 Exterior Wall North East 290 0 232 0.854 198 92 Exterior Wall East 90 0 68 0.854 58 32 Exterior Wall South East 274 0 216 0.854 184 90 Exterior Wall South West 274 0 216 0.854 184 90 Exterior Wall West 289 0 228 1.000 228 61 Exterior Wall East 1,320 0 0 0.854 0 1,320 Exterior Wall South 370 0 168 0.854 143 227 Exterior Wall North 440 0 293 0.854 250 190 Exterior Wall East 220 0 88 0.854 75 145 7,507 0 4,309 3,838 3,669 Totals: SKYLIGHT AREA ADJUSTMENT CALCULATIONS A B C D E F Roof Name (e.g. Roof-1, Roof-2 Gross Area Skylight Area Skylight Adjustment Factor From Pae 1 Adjusted Skylight Area C X D Adjusted Roof Area B — E Totals: Ener Pro 5.1 by Ener Soft User Number: 5100 RunCode: 2014-09-05716:53:49 ID: Page 25 of 27 'OVERALL ENVELOPE TDV ENERGY APPROACH (Part 6 of 6) ENV-3C Project Name PGA West 79/5/2014 Date WINDOW AREA ADJUSTMENT CALCULATION A B C D E F G Wall Name (e.g. Wall-1, Wall 2 Orientation Gross Area Door Area Window Area Window Adjustment Factor From Pagel) Adjusted Window Area D X E Adjusted Wall Area B — F + C N E I S W Exterior Wall West IZI IZI 0 ❑ ❑ ❑ IZI ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ © © ❑ ❑ 0 ❑✓ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ (z] ❑ ❑ © ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q © ❑ ❑✓ ❑ ❑ ❑ ❑ ❑ ❑ 0 292 0 0 0.854 0 292 Exterior Wall North 590 0 376 0.854 321 269 Exterior Wall East 256 0 0 0.854 0 256 Exterior Wall East 210 0 168 0.854 143 67 Exterior Wall East 331 0 0 0.854 0 331 Exterior Wall South 90 0 72 0.854 61 29 Exterior Wall North 90 0 72 0.854 61 29 Exterior Wall East 251 0 0 0.854 0 251 Exterior Wall North 245 0 164 0.854 140 105 Exterior Wall South 398 0 312 0.854 266 132 Exterior Wall West 530 0 424 1.000 424 106 Exterior Wall West 424 0 16 1.000 16 408 Exterior Wall South 260 0 0 0.854 0 260 Exterior Wall West 120 0 48 1.000 48 72 4,087 0 1,652 1,482 2,605 Totals: SKYLIGHT AREA ADJUSTMENT CALCULATIONS A B C D E F Roof Name (e.q. Roof-1, Roof-2 Gross Area Skylight Area Skylight Adjustment Factor From Pae 1 Adjusted Skylight Area C X D Adjusted Roof Area B — E Totals: Ener Pro 5.1 by Ener Soft User Number: 5100 RunCode: 2014-09-05716:53:49 ID: Page 26 of 27 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV -MM Project Name791512014 ate PGA West DESCRIPTION Building Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §118(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R -value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §116(a) 1: window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.z of door area for nonresidential single doors (swinging and sliding), and 1.0 cfm/ft.2 for nonresidential double doors (swinging). §116(a) 2: Fenestration U -factor shall be rated in accordance with NFRC 100, or the applicable default U -factor. §116(a) 3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). Ener Pro 5.1 by Ener Soft User Number: 5100 RunCode: 2014-09-05T16:53:49 /D: Page 27 of 27 AG451 Series a Description: 2" x 41/2" Center Glazed for 1" Glass Function: Storefront a r c a d i a Detail: Horizontals ® Center Glass Top Load I Scale: 3" = 11-011 SHEET 1 OF 3 HEAD ASSEMBLY INTERMEDIATE HORIZONTAL 2-, SILL ASSEMBLY 3, HEAD CAN ASSEMBLY ,-3 INTERMEDIATE HORIZONTAL 2-3 SILL CAN ASSEMBLY 33 HEAD ASSEMBLY i-5 INTERMEDIATE HORIZONTAL &5 SILL ASSEMBLY 0 SCREW SPLINE OUTSIDE SET HEAD ASSEMBLY ,-2 INTERMEDIATE HORIZONTAL 2.2 SILL ASSEMBLY 32 HEAD CAN ASSEMBLY ,-0 INTERMEDIATE HORIZONTAL 2-0 SILL CAN ASSEMBLY 0) HEAD ASSEMBLY 1-6 TG21J INTERMEDIATE HORIZONTAL p 0 IrTG213S'T'7I TI L202 42 I SILL ASSEMBLY OTF452' SCREWSPLINE _INSIDESET TC213ST TL426 OPTIONAL SILL 24• ASSEMBLY 0 TH1J2 T.LUG' FRAMING-ARCADIA-NONTHERMAL-AG451-ALL-SERIES .pdf �:- �• TGWW' OPTIONAL AT ,1 OPERABLE J WINDOW 9 OPTIONAL HEAD CAN ASSEMBLY 0 OPTIONAL SILL ASSEMBLY TH4LUG' TH44J a TG523 7116' VTLTG.500(ry` 7116' VTLTG.500(') Gasket / Gasket 1/I Glazs �' Center Glazed Yfi' VrITG.625(') 1 � 7116 VTLTG.50D(') _Gasket GaskM 9/16' Glass 0 O' Center Glazed Y6' VFLTG.625(-) 1 ` Yfi' VTLTG625(') Gasket GBSAM _ 516' Glass !1 Center Glazed 5116' VTLTG.750(')1 5116' VTLTG. 750(') Gasket Geskel Y4' Glass f " Center Glazed 114' VILTG.675(') 1 114' VTLTG.675C) Gaskd Geskel 7/B' Glass Center Glazed YIE VTLTG 1Y16' VRTG Gaa d Gasket 1'Glass ^I Center Glazed SPECIAL ORD A0 I1 TG52J 24" SEP 11 2014 TH44J .�/7r— j TF14LUG' rT 1 1 01 � OPTIONAL 2 HEAD CAN T��, ASSEMBLY a ,-9 TL426 TG2IJST � OPTIONAL HEAD CAN ASSEMBLY 0 OPTIONAL SILL ASSEMBLY TH4LUG' TH44J a TG523 7116' VTLTG.500(ry` 7116' VTLTG.500(') Gasket / Gasket 1/I Glazs �' Center Glazed Yfi' VrITG.625(') 1 � 7116 VTLTG.50D(') _Gasket GaskM 9/16' Glass 0 O' Center Glazed Y6' VFLTG.625(-) 1 ` Yfi' VTLTG625(') Gasket GBSAM _ 516' Glass !1 Center Glazed 5116' VTLTG.750(')1 5116' VTLTG. 750(') Gasket Geskel Y4' Glass f " Center Glazed 114' VILTG.675(') 1 114' VTLTG.675C) Gaskd Geskel 7/B' Glass Center Glazed YIE VTLTG 1Y16' VRTG Gaa d Gasket 1'Glass ^I Center Glazed SPECIAL ORD A0 I1 TG52J 24" SEP 11 2014 TH44J .�/7r— j TF14LUG' rT 1 1 01 � a r c a d i a 1-11 AG451 Series a Description: 2" x 41/2" Center Glazed for 1" Glass Function: Storefront DetailNerticals Center Glass Top Load Scale: 3" = V-0" SHEET 2 OF 3 INTERMEDIATE INTERMEDIATE INTERMEDIATE VERTICAL VERTICAL VERTICAL 41 42 43 TL202 TG250 I _ r TC250 E TL210 INTERMEDIATE VERTICAL,/ADAPTOR AND GLASS OPTION 0 TL202 412 TG200 WALL JAMB si 4P VERTIC ASSEMBLY 42 I 42 412- SPECIAL 2 SPECIAL ASSEMBLY 61 4. �-- * - ` T 14 7\ 4Z. 42 1 TL210 1>5' CORNER ASSEMBLY 90'CORNER ASSEMBLY 0 TF220' TG224 ' TG224 �-2-1 TL202 TL258 TG210 TG210 I 5. e TG250� TL210 INTERMEDIATE VERTICAL.1ADAPTOR AND GLASS OPTION 45 TGDJ TL258 TL258 TG210 TG210 I WALL JAMB OPTIONAL ASSEMBLY JAMB 5-2 0 _EXP 18D-155' FLEXIBLE CORNER ASSEMBLY G7 OPTIONAL JAMB G4 Open Back Jame SS 4, 42 I 4 }' TUBE ASSEMBLY G3 SPECIAL ASSEMBLY a) 90* CORNER SCREW RACE ASSEMBLY 0 SIZE VARIABLE 2 `� � L J 1 SI AR TG204 \ SIZE VARIABLE VARIABLE 1 DEGREES — Flmn TG204 TG204 1' y TG204 TG204 TG205 NG406 FLEXIBLE CORNER EXPANSION ASSEMBLY VERTICAL ASSEMBLY VARIABLE VERTICAL ASSEMBLY ® 47 Q FRAMING-ARCADIA-NONTHERMAL-AG451-ALL-SERIES.pdf As of: 12/09/13 AG451 Series Description: 2" x 41/2" Center Glazed for 111 Glass Function: Storefront a r c a d i a Detail:Doors ® Center Glass Top Load I Scale: 3" = 1'-0" SHEET 3 OF 3 F-2'-4 �— JC�TI-202 TL202 S8-0TG80D150 412 TSG—OO8500 DS001 DS001 T-10 J2 IIS 2'et I�II LI - 2Te2' 2 A <' G�200- I DOORJAMB @OFFSET HUNG 7-1 2 TGWW' yO�S00�11 - DS800 42• 2 �---- 2 b 2 d DOORJAMB @CENTER HUNG %,i DOORJAMB @OFFSET HUNG 7.2 2 TL202 DS001 I-•ar �DSB00 42 1 i�l TG611 TG200 4 L 28 �28� DOORJAMB @CENTER HUNG 74 I J -II 4Z. 2• TG221F TG221B H245 2 1 11 r8 i iG050 "-W1410 1 m o 41 1I D50801 2•�I 82 14 DOORJAMB @OFFSET HUNG &Y Z TL251 _ DS001 lr DS800 1 rtI 41•it- 2 � I 2. _1 81.2- DOORJAMB . DOORJAMB @CENTER HUNG &2 I i LDRT802 i DOOR HEADER 211• !L �j @CENTER HUNG IL BOTTOM RAIL t IL I J CIL C I reg 'rI i� �IvI DS001 I� Ij ir li II i! jl ,I I I� 'f 10a' 92' DOOR BOTTOM 1 @CENTER HUNG I ORB, a �I I� 16 16 T407 1. I 4- T TL 200C 2* i TL202 44— H.. @TRANSOM PUNCHED 42 7� TG221F 7G2218 —� T245 8 II UCH2O1 4' L800DRB-- J I DOOR HEADER @OFFSET HUNG I' ,I rd-117--li DS001 9.2 d T245 2 _ J_ I 1 8 UCH2O1 I DRB807 04 IL = �I DOOR HEADER 1 @PUNCHED OFFSET HUNG 3• 4 II_ DS001 -� H245 2• J_ WF410 _ 1. LDRT802 8 DOOR HEADER @PUNCHED CENTER HUNG 216 � 112 DS001 jLJjj, 11 SIDELIGHT SIDELIGHT BOTTOM RAIL BOTTOM RAIL 416 BH810SH L FRAMING-ARCADIA-NONTHERMAL-AG451-ALL-SERIES.pdf As of: 12/09/13 LJ x X& a r c a d i a 1-11 AG451 T Series �s Description: 2" x 41/2" Center Glazed for 1" Glass Function: Storefront Detail: Horizontals Center Glass Top Load Thermal System Scale: 3" = 11-0" SHEET 1 OF 3 TH643 TH432 T ■ TF420 113 q' t"2 2q EI50 16 1-5 � 1 TG523 TG426 TG213ST OPTIONAL e• MEAD TG202 n V -7G Gasket o _ �- Vn-TG Gasket VrL.TGGasMa 0 _ VTL-TGGaske Set" Block I V, &*, 4.1 SB_1.00OX0.5625X4 TG213ST TG203 } TG203CL Y TG210 417.6 - I Sarong SB-1.000X0.56%X4 TG213ST TG426 TH432 LM j COMPENSATING STICK', OUTSIDE SET I 416 1 1 i-3 76203 TG213ST Vn-TG Gaskta o Z �— VrL.TG Gesket Seting Block 11', k 14' 1 SB 1.000X0.25000%4 if TG213 t 1 2• TG213ST 1 ILS I 416 6 Setting Block 11• x &- x 4'1 SB-I.6o0Xo.5625X4 TG202 7 L 6200 TF45j 45. 16 I SCREW SPLINE ' INSIDE SET 2-5 OPTIONAL ORIZONTAL Seting Block I V, &' x 4'1 rTG-413 ck 11', 1• x 4'1 o.5625X4 7G213ST OPTIONAL 13. SILL 476 _r 1 TGF Ig 2 _n L�� nTRIO I1 411- 16 � I ORSW 6 DS001 OR8803 11. 416 &iB10SH � BH810SH SIDELIGHT SIDELIGHT BOTTOM RAIL BOTTOM RAIL YB• VTLTG625(•) 3Id• VTLTG625(•) Seting Block I I• x k. 4.1 TG233 SB 1.000X025000X4 Gasket Z-2 TG203CL TG223 TG213ST 1 ]TG OPTIONAL 7. 416 1$ TG250 Setting Bbok I I• x k x 4.1 SB_I.00OX0.25000X4 OPTIONAL TG213ST TG213 T Setting Bock l l' x Ag 4.1 SB 1.000%0.5625X4 HEAD 5/16' VTLTG,7501') TTG523 Gasket TG250 Adapt &2 za' TG213ST TM03 71 ® TN443 1 Geskel /- _ TG200 �1 �'— 5• --� TF451 5. Adapts COMPENSATING STICK' INSIDE SET YB'Glass ;,I 2-5 OPTIONAL ORIZONTAL Seting Block I V, &' x 4'1 rTG-413 ck 11', 1• x 4'1 o.5625X4 7G213ST OPTIONAL 13. SILL 476 _r 1 TGF Ig 2 _n L�� nTRIO I1 411- 16 � I ORSW 6 DS001 OR8803 11. 416 &iB10SH � BH810SH SIDELIGHT SIDELIGHT BOTTOM RAIL BOTTOM RAIL YB• VTLTG625(•) 3Id• VTLTG625(•) 42 �i - I� Gasket ILICHi. 3-5 ]TG OPTIONAL -212 Vn-TG Gasket o _ Vn.TGGaskat TG250 Setting Bbok I I• x k x 4.1 SB_I.00OX0.25000X4 I{� �TF450 fI 416 TG213ST TG213 T 2� 2- 1 5/16' VTLTG,7501') IL� 7. 416 Gasket TG250 Adapt I Sarong 8bck 11'x 'x4'1 Se_1.000X0.5625X4 3/8 Glass Ill TG213ST TM03 71 ® 7 20' Geskel /- _ TG200 �1 iG250 TF451 5. Adapts 416 - SCREW SPLINE OUTSIDE SET 2-5 OPTIONAL ORIZONTAL Seting Block I V, &' x 4'1 rTG-413 ck 11', 1• x 4'1 o.5625X4 7G213ST OPTIONAL 13. SILL 476 _r 1 TGF Ig 2 _n L�� nTRIO I1 411- 16 � I ORSW 6 DS001 OR8803 11. 416 &iB10SH � BH810SH SIDELIGHT SIDELIGHT BOTTOM RAIL BOTTOM RAIL YB• VTLTG625(•) 3Id• VTLTG625(•) Staling Block 11'. k x 4.1 SB_I.000X0.5625X4 Gasket TG213ST TG203 3-5 Y16' VTLTG OPTIONAL Gasket SILL TG250 ` TG250 I{� �TF450 fI 416 2-5 OPTIONAL ORIZONTAL Seting Block I V, &' x 4'1 rTG-413 ck 11', 1• x 4'1 o.5625X4 7G213ST OPTIONAL 13. SILL 476 _r 1 TGF Ig 2 _n L�� nTRIO I1 411- 16 � I ORSW 6 DS001 OR8803 11. 416 &iB10SH � BH810SH SIDELIGHT SIDELIGHT BOTTOM RAIL BOTTOM RAIL YB• VTLTG625(•) 3Id• VTLTG625(•) Gasket TG250 Tc2w -� Aaapmr Gasket I/d' Glass ;; I ° �— D ^ OHest Glazed Y16' VTLTG YI6' ViLTG Gasket Gasket TG250 ` TG250 A0� T Adaptor 1/4'Glass;I ail �a�lerlet Glaze0 5/16' VTLTG,7501') 5116• ViLTG.750(-) Gasket TG250 Adapt Gasket 3/8 Glass Ill t OHest Glazed Its- VTLTG.375(•) IB• VTLTG.375(') Geskel Gasket iG250 r TG250 Adapts r Adaptor YB'Glass ;,I �I!Cenita Glazed 7116' VTLTG.500 (ry 7/76' VTLTG.500(') Gasket Gasket 1!Y Glass •(' D- Center Glazed YB• VTLTGb25(ry 1 7176' VILTG.500 V) Gasket �p T7 Gasket 9/16' Glass V� Offset Glazed Y8- VTLTG.625(') 1 Y8• VTLTG,625Iry Gasket Gasket SIB' Cl— �� ° ° ^ (Cents Glazed 511F VTLTG.750(ry 1 � 5116' VTLTG750r) Gasket Gaskta 314 -Glass ,(• �'Geoler Glazed I/4' VTLTG.875(ry 1 Ila' VnTG.875(') Gasket GasAN 7/8' Glass (' �I-Cents Glazed Y16- VTLTG 1 YIB' V7LTG Gasket Gmket 1'Gbas 11 C.I.GtaGtazed I_� Optional RPVC Filler R__I TP200 SPECT 0 CALL FOR AVAILABILITY f Glass Pocket Filler ITG213S7 TG67tWW ft.'•,TG20JI 1I— FRAMING-ARCADIA-THERMAL-AG451T-ALL-SERIES.pdf As of: 07/18/14 AG451 T Series CS Description: 2" x 41/2" Center Glazed for 1" Glass a Function: Storefront a r c a d i a Detail: Verticals ® Center Glass �{ Top Load Thermal System Scale: 3" = 1'-0" SHEET 2 OF 3 ^Z' I L_a Optional RPVC Filler p I _ TP200P200 TG202 iG216 TG206 I TG210 TG210 TG207 I1_ SII TG250 I —_ TG250 NI OU SI TG2. — —' I— — TG250 aTG212 �� - a 41 42 ¢3 p REDUCER FOR 0 0 0 j OPTIONAL GLAZING (TG250) VERTICAL I— VARIES 7G2o4 Bax Me I 063 4Z Bwe mket MMeI TG204 G .060 a kd 45 OPTIONAL VERTICAL �-- 2 -- �,� OPTIONAL JAMB IL.TG .ke OPTIONAL OPTIONAL VERTICAL VERTICAL 181 G OPTIONAL VERTICAL 2 1 TG206 NSID 4Z OUTS[ TG209 s -t 90* CORNER ASSEMBLY 5.2 OPTIONAL JAMB I 116 ��` // \ TG210 47 OPTIONAL VERTICAL C M 0 OPTIONAL VERTICAL G146 45' U/ 7«t0 TG210 46' q / 62 �— * —�-- '43- 135* CORNER a'1J5'CORNER ASSEMBLY 116 6 135* CORNER ASSEMBLY I 42 90' CORNER ASSEMBLY f 16 � 65 FLEXIBLE CORNER ASSEMBLY FRAMING-ARCADIA-THERMAL-AG451T-ALL-SERIES.pdf As of: 07/18/14 a r c a d i a 1-11 �l l� 2• �I ~II TGO50 TG200I dZ. r-1 JAMB � OFFSET DOOR z I 2 2 °z �rczo7 TG202 —9 r -z OPTIONAL JAMB @ OFFSET DOOR 2 2 I 2 2 i-- I 2 TG202 7G202 TG215 TG210 VrLT 7 IN � d2' # TGD50 TGD50 OUTSIDE i� I� TG611I'17 Ir PTGYVMWTG210 11 — — a &3 VERTICAL @ OFFSET DOOR OPTIONAL VERTICAL@ OFFSET DOOR VTL-TGGeskn — SeNnO Bbck 11• s I's 4' I SB_1.000%0.2500X4 9.1 HORIZONTAL@ OFFSET DOOR TL251 T 2' 1 li 1. TGO50 I 42• 11-T HEAD @ PUNCHED OFFSET DOOR [n;�; JI -2 12.1 HEAD @ PUNCHED7TRANSOM AG451 T Series Description: 2" x 41/2" Center Glazed for 1" Glass Function: Storefront Detail: Doors Center Glass Top Load Thermal System Scale: 3" = 11-011 SHEET 3 OF 3 2 TOM JI 11 I CJ TG611 TG200 1' II 7-3 JAMB @ CENTER DOOR I 2 TG222 T I T0050 41• TG200{ 2 I I �I 7-0 JAMB @ OFFSET DOOR TGWW 7.5 Ir' ----yl I 2 I i-- I 2 2 7G202 TG215 TGGI1 I� TG611I'17 PTGYVMWTG210 11 — — a &3 G &5 VERTICAL @ OPTIONAL OPTIONAL CENTER VERTICAL@ VERTICAL@ DOOR CENTER DOOR CENTEROOOR VTL-TGGeskd TG221BT �• ^ T2d5 7 r' '1' UCH2O1 12 HORIZONTAL @ OFFSET DOOR WICONCEALED CLOSURE T2d5 TI I 2' L-31 I 1 — '� UCH2O1 �I d2 1.1-2 HEAD @ PUNCHED OFFSET DOOR 0 HORIZONTAL @ CENTER DOOR W/CONCEALEO CLOSURE H245 TI 2• WF410 1 IF- - �L II 4Z. 11-3 HEAD @ PUNCHED CENTER DOOR PUNCHED PUNCHED M FRAMED TRANSOM IL 9 Optional RPVC Filler 2_ J TP200 = TG250 >— ,— = TG250 I ISI TG250 — J _ - TG250 - 4 =i REDUCER FOR a GLAZING (TG250) TG2218 Non Thermal Sash I �I II I �I I I� I IL I I II 2 i 16 L� }1 T407 �. TS071.T700 T 9 1az 1aa OPTIONAL OPTIONAL THRESHOLD THRESHOLD FRAMING -AR CADIA-THERMAL-AG451T-ALL-SERIES.pdf As of: 07/18/14 4. ,JheNmaIig NoGren TS.83 MULTI -SLIDE ummoo, g g P A N D A - WINDOWS G DOORS 3415 BE1LNGION RD NAASVEGAS, NV89030 PNONE(702)643-5700 PANDAGPANDA-VANDOWS.COM WWW.PANDA-VONDOWS.COM FAX: (702) 6435715 P A N D A - WINDOWS G DOORS 3415 BE1LNGION RD NAASVEGAS, NV89030 PNONE(702)643-5700 PANDAGPANDA-VANDOWS.COM WWW.PANDA-VONDOWS.COM FAX: (702) 6435715 I ikermaIV,laohen TS.83ULTI-SLIDE CONTENTS 1. TECHNICAL DESCRIPTION 2. TYPOLOGY 3. VERTICAL SECTION 4. HORIZONTAL SECTION 5. STANDARD TRACK 6. RECESSED TRACK 7. RECESSED DRAINAGE TRACK 8. 14 TRACK 9. 14 DRAINAGE TRACK 10. HEADER TRACK 11. SIDE FRAME 12. PANEL INTERLOCK & TRUE DIVIDER 13. CENTER MEETING STILE 14. POCKET INTERLOCK 15. CORNER POST 16. SCREENS & KICKPLATE P A N D A - WINDOWS G DOORS 3416 BE111NGTON RD NAAS VFGAS,NV89030 PHONE(702)643-5700 PANDA®PANDA-VANDOWS.COM WWW.PANaA-VANDOWS.COM FAX(702)643-5715 DRAWINGS AND LAYOUT BY SHAWN M.HORNER Ma TECHNICAL DESCRIPTIO The Panda TS.83 Thermally Broken Multi -Sliding Door System is the perfect solution for an overall eco -friendly building envelope. The TS. 83 provides superior thermal performance for a wide array of projects that require a large opening slider. With multiple features in design, including specially designed gaskets and iso -bar technology this system can achieve a U -value of 0.29. The door system was developed for external use in custom luxury homes, high rise condominiums, hotels, restaurants, and various other project types in both residential and commercial applications. Profiles: The durable profiles are made up of 6063-T5 Extruded Aluminum Thermally broken using a high quality polyamide iso -bar. The panel frame is a slim 34" wide and 2" thick which provides a maximum glass to frame ratio for a large visible glass area. Tracks: The TS. 83 door system is designed to meet maximum thermal values using the standard track option provided for this door which is ADA compliant. Several alternative track options are available including all of the recessed Lift & Slide door system tracks providing a seamless transition from interior to exterior. The surface mount Lift & Slide track may also be used for a minimal pathway obstruction. These alternative tracks are options for aesthetic reasons only thus they will not perform in inclement weather as well as the standard track specially designed for the TS. 83. Accessories: Panda has put every effort into choosing the best materials available in the design of the TS. 83. Quality EPDM rubber gaskets and high tensile felt brushes are used to provide superior performance in virtually any climate. Optional stainless steel screws and bolts are available for coastal regions where excessive corrosion is a concern. The standard finish is Powder coat which has been salt spray tested and is custom color matched to any color the client desires. Other finishes available are Anodizing and Kynar. Glazing: Standard glazing for this system is Clear LoE Tempered 13/8" insulated glass. A minimum of 1/4" single pane glass to a maximum 11/2" hurricane rated insulated glass may be used. A unique option in this system is 11/2" insulated glass with automated blinds between the glass. Other options include frosted or tinted glass, argon or krypton fill, and SDLs or TDLs may also be integrated for a custom look. Sizes: TS. 83 series door panels are custom made to order to the exact size needed for the opening. Panels may be made to a maximum in excess of 70 square feet. Smaller sized panels to be used in window or pass through configurations are also available. Maximum panel height for the door system is 12 feet and the maximum width is 6 feet. Weight: Each panel weighs approximately 7 to 8 pounds per square foot. DESCRIPTION TS 83 MULTISLIDE 1 CONFIGURATIONS WITH POCKETS MOST COMMON CONFIGURATIONS / / J J Ly Ly /j Ly Ly Ly aj a% J J J J Ly L� LL a no/ 11UH/l/s, MEN J J Ly Ly /j Ly Ly MEN J J Ly Ly /j Ly Ly Ly aj Ly 0 II /j i /j Ly Ly Ly aj II /j i /j Ly Ly Ly Ly Ly 0 CONFIGURATIONS WITHOUT POCKETS /j i aj Ly Ly Ly Ly Ly Ly Ly Ly J CONFIGURATIONS WITHOUT POCKETS L /j i aj Ly Ly 0 /xj J x In J J L� L� LL JJJ Ly Ly L_ x x / LL LL L /j i aj Ly Ly 0 /xj J x In J J L� L� LL x L (SYSTEM CAN POCKET LEFT OR RIGHT) STRAIGHT i /j i aj Ly (SYSTEM CAN POCKET LEFT OR RIGHT) STRAIGHT i i Ly Ly 0 /xj (SYSTEM CAN POCKET LEFT OR RIGHT) STRAIGHT i i i J J J x —J JJJJJ, r i i J J J x —J JJJJJ, LL r i i �� J J JJJJJ, LL (SYSTEM CAN STACK LEFT AND/OR RIGHT) STRAIGHT i x J J (SYSTEM CAN STACK LEFT AND/OR RIGHT) STRAIGHT i i (SYSTEM CAN STACK LEFT AND/OR RIGHT) STRAIGHT HEADER TRACK 1. PANEL RAIL • T l LLI TRUEDIVIDER: 1• BOTTOM s SCREEN SET STANDARD TRACK O 4 TRACK ©1 TRACK 1•. • ORECESSED TRACK VERTICAL SECTION O RECESSED TRACK1•, MULTISLIDEM TRACK WIDTHS (APPROX) 21 PER TRACK+14" PER RAMP STANDARD GLASS J X J X j CLEAR LOW -E TEMPERED IG GLASS THICKNESS MIN." - MAX 14 - GLASS EPDM GLAZING 2" GASKETS BOTTOM RAIL POLYAMIDE O ADJUSTABLE WHEEL SET z 41s" FELT BRUSHES BOTTOM TRACK 16 8 OPTIONAL RAMP L"lSTANDARD TRACK TS 83 MULTISLIDE MINIMUM TRENCH DEPTH = 22" - F.F. THICKNESS FOR MIN. DEPTH INSTALLATION SUB -FLOOR MUST BE SMOOTH & LEVEL RECOMMENDED TRENCH WIDTHS: 1 TRACK 4" 2 TRACK 6" -1 3 TRACK 9" 4 TRACK 11-2"it STANDARD GLASS ' X 8 X' CLEAR LOW -E TEMPERED IG GLASSTHICKNESS MIN. }" - MAX 14' RECESSED TRACK 11 r MINIMUM TRENCH DEPTH = 22" - F.F. THICKNESS FOR MIN. DEPTH INSTALLATION SUB -FLOOR MUST BE SMOOTH & LEVEL RECOMMENDED TRENCH WIDTHS: 1 TRACK 4" 2 TRACK 6-2" 3 TRACK 9" 4 TRACK 11-2" STANDARD GLASS ' X$ X4 CLEAR LOW -E TEMPERED IG GLASS THICKNESS MIN. J" - MAX. 14' GLASS FINISHED FLOOR �-1" DROP ANCHORS TRENCH SUB -FLOOR / 2}" DRAINAGE TRACK GLASS EPDM GLAZING GASKETS BOTTOM RAIL POLYAMIDE ADJUSTABLE WHEEL SET GASKETS BOTTOM TRACK /I Ai� TRENCH DEPTH (MIN.) (=14 "-F.F. THICKNESS) FOR MIN. DEPTH INSTALLATION SUB -FLOOR MUST BE SMOOTH & LEVEL TRENCH WIDTH (RECOMMENDED) 1 TRACK 22" 2 TRACK 5" 3 TRACK 7" 2 4 TRACK 10" STANDARD GLASS 4 X S X 1 CLEAR LOW -E TEMPERED IG GLASSTHICKNESS MIN. I" -MAX. 14" a N d c e O w L z FINISHED FLOOR s TRENCH 1$" U c, SUB -FLOOR Al t, 11/4" TRACK TS 83 MULTISLIDE 1 8 47 a N d c e O w L z FINISHED FLOOR s TRENCH 1$" U c, SUB -FLOOR Al t, 11/4" TRACK TS 83 MULTISLIDE 1 8 TRENCH DEPTH (MIN.) (= 14 "-F.F. THICKNESS) FOR MIN. DEPTH INSTALLATION SUB-FLOOR MUST BE SMOOTH & LEVEL TRENCH WIDTH (RECOMMENDED) 1 TRACK 2 2 " 2 TRACK 5" 3 TRACK 7" 2 4 TRACK 10" STANDARD GLASS JX8 X4 CLEAR LOW-E TEMPERED IG GLASS THICMESS MIN. " -MAX. 14" GLASS EPDM GLAZING 2" GASKETS g BOTTOM RAIL POLYAMIDE ADJUSTABLE 311 WHEEL SET " > W GASKETS FINISHED FLOOR BOTTOM TRACK _ g TRENCH i • e. e U �J SUB-FLOOR G y t;. 1 1/4" DRAINAGE TS 83 MULTISLIDE 9 SHIM SPACE APPROX. 2" DEPENDING ON TYPE OF BOTTOM TRACK & TYPE OF SILL FINISH HEADER TRACK WIDTHS (APPROX) 2 2" PER TRACK (TYPE OF BOTTOM TRACK SHOULD BE TAKEN INTO ACCOUNT WHEN PLANNING ROUGH HEADER CONSTRUCTION) STANDARD GLASS JX$ X1 CLEAR LOW-E TEMPERED IG GLASS THICKNESS MIN. " - MAX. 14" 5" HEADER SHIM SPACE 2" HEADERTRACK 511 `ff FELT BRUSHES LLI POLYAMIDE b _ Z TOP PANEL RAIL EPDM GLAZING GASKETS 2" GLASS HEADER JAMB TS 83 MULTISLIDE 1 10 SHIM SPACE APPROX. 2" SIDE FRAME WIDTHS (APPROX) 2 2" PER TRACK (TYPE OF BOTTOM TRACK SHOULD BE TAKEN INTO ACCOUNT WHEN PLANNING SIDEJAMB CONSTRUCTION) STANDARD GLASS JX8 Xa SIDE FRAME CLEAR LOW -E TEMPERED IG SHIM SPACE GLASSTHICKNESS MIN. I- - MAX 14 - JAMB CONST. EPDM GLAZING GASKETS POLYAMIDE 4' 4 211 ",�A 5" EPDM GLAZING GASKETS MULTI POINT LOCKSET POLYAMIDE FELT BRUSHES Jill SIDE FRAME TS 83 MULTISLIDE 11 EPDM GLAZING GLASS GASKETS 411 - PANEL STILE "PANELSTILE ss° ° 2V g a d f � sgs i 0 1 `• _max• E POLYAMIDE F INTERLOCK 000° i 2 f--- EPDM GASKET FELT BRUSHES POLYAMIDE GLASS EPDM GLAZING GASKETS .00 ob s y .S s y TRUE DIVIDER a e e}� y0 5.d a E• f 'p 3 f ,wr POLYAMIDE e STANDARD GLASS4 X S X 4 211 CLEAR LOW -E TEMPERED IG GUSSINICM SS MIN. J" - MAX. 14" PANEL INTERLOCK TS 83 MULTISLIDE 1 12 GLASS EPDM GLAZING GASKETS MULTI POINT LOCK SET FELT BRUSHES 3}" EPDM GASKETS PANEL STILE POLYAMIDE 2111 STANDARD GLASS4 X 8 X 4 CLEAR LOW -E TEMPERED IG GLASSTHICKNESS MIN.}" -MAX. 14" CENTER STILE TS 83 MULTISLIDE 1 1 POCKET INTERLOCK STUCCO BLOCK GLASS 21'l— PANEL 1"— PANEL STILE EPDM GLAZING GASKET FELT BRUSH 1" OUTER WALL CONSTRUCTION s " DRYWALL TYP. 2V RECOMMENDED POCKET WIDTH 2 z" PER PANEL+ 1" (IF ANY SMALLER THAN THE RECOMMENDED WIDTH, INNER WALL MAY NEED TO BE FRAMED AFTER INSTALLATION OF BOTTOM TRACIQ POCKET BOARD INNER WALL CONSTRUCTION s " DRYWALL TYP. STANDARD GLASS 4 X 8 X 4 CLEAR LOW -E TEMPERED IG GLASSTHICKNESS MIN. J" -MAX 14" STANDARD GLASS a X s X a CLEAR LOW -E TEMPERED IG GLASSTHICKNESS MIN. J" -MAX. 14' SERIES 66 IN OR OUTSWING FOLDING ALL WOOD P A N D A - WINDOWS Ef DOORS 3415 BEWNGTON BD N.IASVEGAS,NV89030 PNONE:(702) 803.5700 PANDA®PANDA-WINDOWS.COM WWW.PANDA-WINDOWS.COM FAX. (702) 803.5715 SERIES 66 FOLDING ALL WOOD CONTENTS 1. TECHNICAL DESCRIPTION 2. TYPOLOGY 3. VERTICAL SECTION 4. HORIZONTAL SECTION 5. BOTTOM TRACKS 6. HEADER TRACKS 7. SIDE FRAMES 8. ARTICULATING JOINT 9. BI -PARTING JOINT 10. SINGLE SWING JOINT 11. DOUBLE SWING JOINT 12. 900 JOINTS PANDA- WInDOWS G DOORS 34158EWNG10N AD N.NS VEGAS, NV 89030 PHONE(702)643-5700 PANDA®PANDA-WINDOWS.COM WWW.PANDA.MNDOWS.COM FAX. (702) 643-5715 DRAWINGS AND IAYOUf BY SHAWN M.HORNER MMX MOST COMMON CONFIGURATIONS I v 2 \;/" 3 \/-v 4 \/v 5 IV/- -l/ NO � Dd DOS IMF 3� WIP1115all 910A OWN 0VI`` r D D�DO�'VIA O 23 ' - - - / 24 • PANEL WIDTHS UP TO 42 INCHES • PANEL HEIGHTS UPTO 120 INCHES • INSWING AND OUTSWING AVAILABLE • INSIDE AND OUTSIDE 90° CORNER CONFIGURATION ALSO AVAILABLE TECHNICAL DESCRIPTION' The Panda Series 66 All Wood Folding Door System is custom made to order and consists of engineered wood core frames that run along a single track for minimum obstruction. Maximizing the opening to more than 90 % Panels can fold to the interior or exterior to meet project needs. Profiles: Profiles are made up of engineered wood cores with a 1/a" wood veneer. This design prevents twisting and warping found in other designs. The veneer may be virtually any wood available on the market. Hardware: The S.66, unlike other all -wood folding doors, has locking hardware that is hidden in the stiles. All hardware from the stainless steel screws, bolts, synthetic wheels and carriages to the EPDM gaskets have been designed exclusively for the S.66 door system. Running: The S. 66 is a top hung, bottom guided system. Folding: The folding door system quickly, easily and silently folds to either side. There are 26 common operational door typologies and when in the open position they maximize 90% of the total rough opening. 90 degree corner options are also available. Dimension: The individual panels in a system are always equal in size and can be a maximum of 42" wide and 120" high. Folding door systems may be as long as you like, as countless panel groups can be built which slide along the tracks and are connected with special joints and seals. Glazing: Any type of glass and other materials available, at a thickness of up to 1" may be used. Weight: Each panel weighs approximately 7 to 8 lbs per square foot. 0 EXAMPLE OF MULTIPLE PANEL - OUTSWING - INSWING rB 9 MEETING STILES �o 1 • PANEL WIDTHS UP TO 42 INCHES • PANEL HEIGHTS UP TO 120 INCHES • INSWING & OUTSWING OPERATION GLASS 21EPDM 211 GLAZING GASKETS PANEL RAIL GUIDE PIN 4 BOTTOM TRACK 2411 IT 11 f11 �AC STANDARD TR K GLASS F EPDM GLAZING GASKETS PANEL RAIL 41 GUIDE PIN 411 BOTTOM TRACK FINISHED SURFACE OPTIONAL DRAINAGE it 4 STANDARD GLASS d X2, x 4; it a. CLEAR LOW -E INSULATED GLASS THICKNESS 611 MIN. J" -MAX. 6 (�)��RE�CESS�ED TRACK SHIM SPACETYP 3" 3$" TRACK TRACK CLADDING 2A" WHEEL SET - 7}" LOCKING PIN .'�PANEL RAIL EPDM GLAZING GASKETS µ y= i GLASS 1 A INSWING PANEL SHIM SPACE # ° TYP 6" 3" f �. 3a" Y \ TRACK TRACK 2*" .f- CLADDING WHEEL SET 7$° LOCKING PIN u r PANEL RAIL EPDM GLAZING GASKETS ® GLASS B OUTSWING PANEL STANDARD GLASS 16 X 2 X 16 CLEAR LOW-E INSULATED HEADER TRACKS GLASS THICKNESS MIN. J' -MAX. B" SERIES 66 FOLDING 6 SIDE FRAME I 1611 I PANEL STILE ::�� - 4" 16•• GLASS W d H S N 611 EPDM GLAZING ZrI r GASKETS 511 4 EPDM PANEL GASKETS A -W/ARTICULATION PANEL STILE SIDURAME 24" 16 I GLASS 23 2 Qa Cn N V EPDM GLAZING H GASKETS EPDM PANEL GASKETS 511 4 B -W/SWING DOOR SIDE FRAME SERIES 66 FOLDING 1 7 STANDARD GLASS a XZ X4 CLEAR LOW -E INSULATED GLASS THICKNESS MIN." MAX. 1" GLASS EPDM GLAZING GASKETS -21211 PANEL STILE HANDLE LOCKER 411 EPDM PANEL GASKETS HINGES (POSITION & TYPE VARIES DEPENDING ON OPERATION) 81 x=� � 8 ARTICULATING JNT SERIES 66 FOLDING 8 STANDARD GLASS a X2 Xa CLEAR LOW -E INSULATED GLASS THICKNESS MIN." -MAX. 1" GLASS EPDM GLAZING GASKETS PANEL STILE �I LOCKER 411 EPDM PANEL GASKETS n 81411 1a • � •_� HINGES (POSITION VARIES DEPENDING ON OPERATION) 212 BI -PARTING JOINT SERIES 66 FOLDING 9 GLASS STANDARD GLASS 4 X Z X 4 CLEAR LOW -E INSULATED GLASS THICKNESS 22.1 EPDM GLAZING GASKETS MIN." -MAX. 1" PANEL STILE HANDLE 4„ LOCKER _ EPDM PANEL GASKETS HINGES (POSITION & TYPE VARIES DEPENDING ON OPERATION) t EPDM PANEL GASKETS 11" 2$" - =y 51411 SNGL SWING JOIN SERIES 66 FOLDING 10 STANDARD GLASS 4 X Z X 4 CLEAR LOW-E INSULATED GLASS THICKNESS GLASS MIN." - MAX. 1" 2z �� EPDM GLAZING GASKETS PANEL STILE HANDLE LOCKER 411 EPDM PANEL GASKETS 511 9� 2 4 ,s DBLESWING JOIN SERIES 66 FOLDING 11 (A)- OUTSWING BI -PARTING (�)- INSWING BI -PARTING (B)- OUTSWING MAN DOOR STANDARD GLASS a XZ X4 CLEAR LOW -E INSULATED GLASSTHICKNESS MIN. J" - MAX. 1" (�) INSWING MAN DOOR