|
" Permlt #
<br /> -�
<br /> , ' t � � ..
<br /> a � I
<br /> � �� � rv. ,�"'��� T^,a!, e �- a, '"' ' a�'"f i
<br /> F. �' Y�:il *��� ec6nxi!��'SJf��. '°"o��(r�'vY�l��2'.:k�`cY �'� " �d i
<br /> ��fe s� scrf t `ve�0 s� � & , �r.c- , - IX+
<br /> , ea 'so �Cxe.�f17;�1��?�(g�s r�'ra'�� �+�:
<br /> �: , ,.�., r,»E'o��L::�'�: a�'.r� �'3v�;.
<br /> ��r�� � Y.t<k`,fl".i<'�"�:i:5 e^�.-� v'°`e. .Z� w�.e..9TM"^.'�-"eA'*Yi w"�F' ;`L���t�r+ �
<br /> q
<br /> �IlN!+.�wn�Y. S{y
<br /> ��
<br /> �
<br /> CtIO�S:
<br /> Instru .
<br /> 1) Care/ully review the requlrements ot each ol the options below. Choose an optourbulld'ineSmustt atch
<br /> rcenta e t �calty def
<br /> erminss whlch option to choose. Y 9
<br /> 'n e YP
<br /> . Glazi 9
<br /> in .
<br /> des 9 P .
<br /> dwelling 9 --
<br /> fhe selecPed Option requirements wRhout excepfions or subsMu6ons. �
<br /> 2) /n the shaded areas on fhe pages thaf lollow, make checks in the circles next to fhe requirements ol your � p
<br /> Option(fhe Opfion numbers are in paretheses next fo the chokes). Disregard components or equfpmert fha! �
<br /> ` don't app�y to your pro%ecf. Ye•:r permif will be processed more eHiclently i!you provide ali ol the requested �
<br /> inlormation. Departmenf staf!can help you with general questions about fhis lorm. �H
<br /> �3;
<br /> Can't comply?1! none of the Chapfer 6 Options are accepfable, consider fhe Chapter 5, Componenf ,,,
<br /> PeAormance, Mproaoh. The main advanfege!s flexibiGry fo Juggle individual R and U-values as Iong as a n .��'.
<br /> overall maximum value isn'f exceeded. Note thaf the overa'1 fhermal requiremer,;s of Chapte�S are no es�
<br /> �-:
<br /> sfrjngenf than Chapfer 6. Calculatlons may be performetl wlth a Chapfer b, Component Perlormance �
<br /> Worksheef, or by using an acceptabie computer program such as WATl'SUN 5.1. ;�;
<br /> '� .. . ,., .....�,.��,�'n�tvn.;��v ro ,.s-_, ,.,..:� .. .:.. -� .{ ..
<br /> - � .:�, t `. . ��� �0�V�� .�-�.
<br /> y ,,, { OPT I OPT II OPT III OPT OPTOV (�2O q (:2p�l �
<br /> Plan-HevieW:; � � � �
<br /> �� �
<br /> �FarcRie+a1 une«,y)� . . .
<br /> ' , HVACAFUE 2.78 i78 Z.68 ' aJ0 'Z74+' x.78 z.78
<br /> 5�19Cted>Optfon is Glez'�p mex: o e , e 219�e ; 25% 30% �
<br /> apPmpdate tor this' � %olfloor t0% : i2/e 21 /e . 21 /o �
<br /> d�wceltlng design: �v U-value z OJO 0.65 D.75 0.6b 0.60 ", 0.50 A.45 �
<br /> _ IW '
<br /> No. ,❑(� ' ""' Door lt•valu�? ' 0.40 0.40 0.40 ' 0.40 0 40 0.40 0 40 �
<br /> OpNori-_.may be a �` (R-value) (R•2.5) (R-2.5) (R•2.5) (R-2.5) (H 2 5) ; (R-2.5) (R 2 5) �,
<br /> betler choice. � ; �
<br /> Nofes: °n Cellln�s: � E
<br /> �
<br /> � w.ilh aftics A•30 R-30 F-30 R-30 R30 < R-38 R�30
<br /> — �: vaulted R-30 R•30 P•30 R-30 Fi30 � R•30 R30 �
<br /> � '�;.
<br /> � Wails: ' =
<br /> above grade R-15 . � R-15 R-19 k-19 R 19„ ': R•19 R 19 �
<br /> _�_ below grede >
<br /> interiar F-15 R-15 R-19 . R-19 R 19 I R-19 R-19 :�
<br /> --=--=�' or exterior R 10 R•10 R-1(t R-10 R10 , R•70 R-10 , �z
<br /> ; �,: , , s' ` .
<br /> ,' < . ' Floor R•19 R-19 8 19 R-19 R 19 =: R-25 R 2' '
<br /> I � � Slab on grade R•10 R•10 R-10 R-10 � R 10 ; R-10 R•10 ,
<br /> 'k.
<br /> ppProved by �: __ _..,,�......,..........�...............
<br /> ...
<br /> , . ,,,, �....�_ ,..__. __._____ .v_� ..,,... �
<br /> >„,;z � �
<br /> .------- � Footnotes:
<br /> D810 �) The i �Ym�meene'more then or cqud w";'s"me�����°s°�hen or cqu�l�o
<br /> �`� � � ' � 2) GI�Bnp 6 doar U•vdue�mry ba welphtsd II thsy dan'1�xeesA 1hs OpUon U•vatus
<br /> �_----"� -: �a _ . . �..�
<br /> . . ._. ._ ....
<br /> Page 1 0l 6
<br /> y�ES}�pqqp�SEpTEMBER 1991 �
<br />
|