Loading...
HomeMy WebLinkAboutLions Ridge Filing 4 Block 2 Lot 10.PDF V IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared for TIM SULLIVAN , that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines . I further certify that the improvements on the above described parcel on this date, 2 /2/90 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there a-re no ` encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted . Q IiO0F••;(n Date : ?-x- 90 _S��''s. -�'' •� -- Star Jg 9 ColdrWao P .L S. �!i9P . a N9( L All% \ LOT 9 gSpF N47 4 ' N Ggo�e 28 7 7 ' 9 " 1 0 4 2 5 gCC 40 Fss TRgC <gtiF R ; SO � T M to C UT /C/ o o, �I ��cs CV rn TYP ELECTRIC EASEMENT O �� 4-50 6\ � N O N V, O W �\ \ N- W1 _ 2 STORY WOOD FRAMED HOUSE p- N LOT 9 32 18 D ° .o N- ARC o © 1 NOTE ROOF PEAK ELEVATIONS ARE AS FJLLOWS A) = 8446 4 B) = 8444 3 � 3 22 7' 0 � fr1 /� `* DECK _ � STREET ADDRESS IS 1464 ASPEN GROVE LANE -to 30' P / �7 30' WATER, SEWERo - /� a DRAINAGE v r� ' EASEMENT Z 7 LOT I I / N Cl) _ - ° N LOT 10 30 0 392 AC / 3 4- �Z/ y~ /0 � 15' SEWER EASEMENT 31 92' . S 4 2 50 ' 34 " W 150 . 00 SCALE- 1" = 20' 4 822' N67 8 ' DATE OF SURVEY 2 %2/90 4 TRACT B 1 IMPROVEMENT LOCATION CERTIFICATE LOT 10 , BLOCK 2 LIONS RIDGE SUBDIVISION FILING No. 4 �\ 41199 Highway 6 &24,Eagle-Vail According to Colorado law ycu must con-mence any legal action based upon any defect `ceBox 1230 in this survey within three years after you first discover such defect. In no event, TOWN OF VAIL , EAGLE COUNTY , COLORADO � CO 81632 may any action based upon any defect in this survey be commenced more than ten years 1406 from the date of the certification shown hereon. PATRICK A KEY FEB 5 1990 1129 a F N r N 4/12 GABLES DATE DATE , I N D E X W I N D OWS T=THERMAL M=HEAT M I RROR E=LOW E X=TEMPERED PAGE TITLE PART # T M E ti SIZE DESCRIPTION MANUFACTURER QUANTITY FLAT FRONT PROW FRONT , 837 2'-3 3/16"x5'-3 29/32" WOOD FRAME,FIXED L.C H PART # T M E QUANTITY PART # T M E QUTANT I TY c 2 844 2'-3.3/16"x3'-619/32" WOOD FRAME,FIXED L.C.H 840 844 3 845 5'-0 3/8"x5'-3.29/32" WOOD FRAME,FIXED L .C.H Co 841 860 4 846 5'-0 3/8"x1 '-9 5/16" WOOD FRAME,FIXED L.0 H 842 861 5 847 ' 11 5'—O.3/8"x3'-6 19/32" WOOD FRAME,FIXED L .C.H. t l 843 862 r ' 6 ".r 848 6 A- - 2'—,6 3/16"x5'-3. 29/32" WOOD FRAME,FIXED L.C.H. 846 863 OL 7 �, :,� ;° ��Ck �.G'( nCC Ff2�S��s�.4� 849 2'-6 3/16"x3'-6 19/32" WOOD FRAME;FIXED L C H 847 L W 8 ,, ; ;•,Stj 850 2'-6 3/16"x1 '-9 5/16" WOOD FRAME;FIXED L .0 H \ gam,,�• � o�a 851 ?� 5'-0 3/8"x 1 '-9 5/16" )WOOD FRAME;AWNING L.C H. _j J 10 eter- OA,Tlo 853 2'-6 3/16"x1�'-9 .5/16" WOOD FRAME;AWNING L C.H. ?- 11 855 2'-6 3/16"x3 '-6. 19/32" WOOD FRAME;CASEMENT LEFT L.C.H. r:r 12/ 12 GABLES W 12 'Lr;, 856 c. 2'-6 3/16"x3'—6. 19/32" WOOD FRAME;CASEMENT RIGHT L .C.H. ' . FLAT FRONT PROW FRONT 13 857 2'-6 3/16"x 1 '—9 .5/16" WOOD FRAME;JALOUSIE L.C.H PART # IT IM E QUANTITY PART # T M E QUANTITY x W 14 '` `ice_ 858 2'-6.3/16"x3'-6 19/32" WOOD FRAME; JALOUSIE L C.H. 831 835 15 i \ ; c�(°x,�P-�cr-� 859 2'-6.3/16"x5'-3.29/32" WOOD FRAME;JALOUSIE L C H 832 836 Z l W 16 833 837 _ 1-✓'+"_'/'�.� •t�+��l�r� "',.�fi1��' � �� DOORS 834 838 17 18 'A. EXTER I CR DOORS D--DOUBLE DOOR E=LOW E 845 839 0 a 19 ' ' PART # D E SIZE DESCRIPTION MANUFACTURER HARDWARE QUANTITY 847 _E44 20 v r` 'rte' 702—AW 1 .3/4"x3'-0"x6'-8" INSUL STEEL 18 PANEL WEATHER SHIELD SCHLAGE E45 21 %4' � ;� ;% ^:=, �F.,`.;"�u•,-,. t rk -I 703—AW 1 3/4"x2'-8"x6'-8" INSUL . STEEL 18 PANEL WEATHER SHIELD SCHLAGE E46 f_ 22 !_• >,wlrrt " I T° 4 it,- s4 704—AW 1 .3/4"x3'—0"x6'—8" INSUL . STEEL HALF—LITE W/ GRILLE WEATHER SHIELD SCHLAGE E47 23 II ��I� , 705—AW 1 .3/4"x2'-8"x6'-8" INSUL STEEL HALF—LITE I TE W/ GRILLE WEATHER SHIELD SCHLAGE ACTUAL GLASS AREA 24 ? 0f--' ' 720—SD1 1 3/4"x2 '-5"x6'-8" HEM—FIR FULL LITE STOREDOOR COASTAL MILL SCHLAGE 25 I' I' I; 720—SD2 1 .3/4"x2'-8"x6'-8" HEM—FIR FULL LITE STOREDOOR COASTAL MILL. SCHLAGE PART # SQUARE FEET PART # SQUARE FEET 26 ri'„,� •..;,f:y'° 720—SD3 1 .3/4"x3'-0"x6'-8" HEM—FIR FULL LITE STOREDOOR COASTAL MILL SCHLAGE 845 24.74 851 5 45 27 724—C 1 .3/4"x3'-0"x6'-8" PRE—HUNG CEDAR 8 PANEL COASTAL MILL. - SCHLAGE 846 7 63 853 2. 39 binDRb 28 725—C 1 .3/4"x2'-8"x6'-8" PRE—HUNG CEDAR 8 PANEL ICOASTAL MILL SCHLAGE 847 16 . 21 855 5 86 CEDAR HOMES 29 SLIDING GLASS DOORS T=THERMAL M=HEAT MIRROR E=LOW-E 848 11 .88 856 5.86 30 PART # T M E SIZE DESCRIPTION MANUFACTURER QUANTITY 849 7 77 837 11 08 31 775W 5'-0"x6'-10 1/2" WOOD FRAME WINDOW VISIONS, 850 3 66 775 33 3 TTL, 16 65 OPEN _ 1 32 776W 6'-0"x6'-10. 1/2" o WOOD FRAME WINDOW VISIONS � _ - 33 777W 8'-0 x6 —10 1/2 WOOD FRAMIL WINDOW VISIONS REPORT NO APPROVAL NO. 34 ATRIUM DOORS T=THERMAL M=HEAT MIRROR E=LOW E � 73111-13 69.31 35 PART # T M E SIZ DESCRIPTION MANUFACTURER HARDWARE QUANTITY ICB6 SEE REPORT NO. 36 775FL 5'-0"x6'-8. 1/2" WOOD FRAME, FULL LIGHT LEFT COASTAL MILLWORK SCHLAGE \ 1949 37 775FR 5'-0"x6'-8. 1/2" WOOD FRAME ; FULL LIGHT RIGHT COASTAL MILLWORK SCHLAGE 38 776FL 6'-0"x6'-8. 1/2" WOOD FRAME, FULL LIGHT LEFT COASTAL MILLWORK SCHLAGE "THIS DRAWING IS CONSIDER- Town of Vail Community ED PROPRIETARY IT IS NOT TO 39 776FR 6'—0"x6'—8. 1/2" WOOD FRAME;FULL L I,GHT RIGHT COASTAL MILLWORK SCHLAGE Development BE REPRODUCED, NOR IS THE 40 INTERIOR DOORS SR=SOLID CORE RED OAK , R=HOLLOW CORE RED OAK CEDAR STILE & RAIL X=P Plan Build Health Fire OCKET DOOR INFORMATION THEREON USED TO PRODUCE PRODUUCC TS, 41 PART # SR R C SRX RX CX SIZE DESCRIPTION MANUFACTURER HARDWARE QUANTITY = UNLESS WRITTEN CONSENT IS Approve d ❑ ❑ 1 FIRST OBTAINED FROM LINDAL 42 729 1 .3/8"x3'-0"x6'-8" SOLID CORE RED.OAK SAUDER SCHLAGE ��// 1 CEDARHOMES." Denied ❑ ❑ ❑ 43 730 1 .3/8"x2'-8"x6'-8" SOLID CORE RED OAK SAUDER SCHLAGE SERIES ` 44 731 16 2 1 3/8"x2'-6"x6'-8" SOLID CORE RED OAK SAUDER SCHLAGE IZ 45 732 ` 1 .3/8"x2'-4"x6'-8" SOLID CORE RED OAK SAUDER SCHLAGE Sec �:, (C��,'2 (c) 1 2 of P.rU MODEL ;;J U 11 C 46 733 1 .3/8 11x2'-0"x6'-8" SOLID CORE RED OAK SAUDER . SCHLAGE Tf' r^ r rranis�,�;eI a pTrrnit or a pra°in! of plans and FOR �- 47 734 1/3/8"x1 '-6"x6'-8" SOLID CORE RED OAK SAUDER SCHLAGE 5 + ; , I r,, i u,ris1rt;vd 1 de a p"r°+�si f,,r, or 1n 48 BI—FOLD DOORS CL�EDAR LOUVERED CP�EDAR STILE & RAIL L=LOUVERED 3 ''' "''r s' .n c. any of trI, prc NISI.,Is of tIOS r, ±1e C �� ' 6+ ilt'I G�„�i1�rI.c of the jUrisd�Lalion Tho I°cLU3�13 of SCALE 49 PART # CL CP L ' SIZE DESCRIPTION MANUFACTURER QUANTITY : ' �­,o °,, ,xj I'i o n pl ariS, specifications and oths.r date shall r r—,^ i fhti 1,,un1d;rn Official from thcr;after requiring "lie °z 50 972 1 2'-6"x6'-8" HOLLOW CORE RED OAK SAI4 ER c i;cn of errors In sad plans, specifications and oifie� DATE Cr 51 973 2'-0"x6'-8" HOLLOW CORE RED OAK SAUDER -- DrTE �t�' DRN. 52 974 3'-0"x6'-8" HOLLOW CORE RED OAK SAUDER ) 53 915 4'-0"x6'-8" HOLLOW CORE RED OAK SAUDER CKD. APPO. c 54 _ 976 5'-0"x6'-8" HOLLOW CORE RED OAK SAUDER _ I PAGE 4c ° 55 977 6'—O"x6'-8" HOLLOW CORE RED OAK SAUDER " �A of c DRAW NO. ORDER NO. I AS 95 F-3�i--!'7" fat? : "' I-7, " ' t� v _ l r ' I Y ~�� 1 r� +r✓ .�� r� .`.,..r. r..�r .. '.rr� .y+. e.r^ r�.w.e .........r .+.n �,ti..�� :�...r ,M,.,.....+� �..+ rw.. w+�� .,.�wi arm.. �ww., r...n�+ _ � .^ - - r .r,y yy'�+',/+�} � a �� , _ ` w✓. rr�w M+�ro wsrn __� -.wr.R+ _ � ,✓+n'. _ - - " r .r... +....r ..�._ ,_..,". ,.,.•'_.f �...". ..d.► .rr.... ..,...r sw..+ —,+,r...+ .wwr rrre. _ ,— " � � r , SASS r -r w,y V...�r �......•N w.r�.a �rrr., �� N.ww .w•.w .�+��✓ �1' 1 y/+'}� .. � '" � �' ........-r � .....� � ! r�irw �r...wy. - - ...rte. - e rwrr r+..r s."`.ar` r..r.,v rra.. - s.+..,.r rrf� ►'w" "'."".. �+.... .wK.rs .w� '..r""' ..�w....j�„�....... V'�y �► e � a - � .. ■ ', ra.�wf rrr.� �a aY.yr ,rwr - - `_ Y rr+�-- aarwr wM Mr_ _ rwrrrrva •,+a"w"''Mt Ma4.t+ �r•'m' w+ar ' v - - SSTSACK, If 'I'A L L lop '� �► i �`"{ - "4,• ' p�� fr 11 .,.:•- , .�^ � �-�`' `r - :.-; "�� , - ' t f ii/^4*=` ��Cn�Qe- 4,"�C ` -- `"- � ``/ �' �_.. ' " - ` .�,r" ,(i� 7,„,,,s. , �;i.. (�y+Yspt �"'""{}"'°� f d,,.✓�.. t 'i1' ..--' - ,. _ y xA,a,,..a...4'r"r ; ^ F - + � l"'� Y`�7` f �''"� `'",F_r 'i ''' - , - ` ! X55-A^++.n' /� q)� `LJ t /P .. v - -ir.,{^'- , ,p } t _ z `I , - _ r "- _ x - - , ; - ' ° _ _ �Ea . ► . - "}� _ azyr, � l �J.-L..� =f * ,�*'�/ ...r' j 4..i+°" '�i t..i"'^' - � r �r'� t�� 4�,r. ^� ��� % � -_ - �r�_ , r �� ��,,�,+'"r�° - -� - ��J °�� - -.C+�,r"'� `�-•..,....��`.°'^'",�'� �S �� l G3� � t � � � ,,.. #��, CALIQ f . f. � �_.nw.n,� f I � �d„'w+..i"' r�t / �Y�� . } :• .� � s - .,� -` +r ,`' , � , , r u .. -"...r,« t ` ` � 4 ' '�1 *• t � ' ` • f 1�`' `'� `"' �.may...` � }r ',�•", {�f 7 _ � 1 /�Y - tirr. I�!�i � e� • '` ,.N..rr - /f; S =wF^.' 5 X - L - '�j. r j l-aFMyf°!�} • tt/ �y,wW.,..r.G ��+ It }'}p r�''t."� .t � ✓ _ _ +f- " � ��,� �!, [ �`V j. � i ' - - '�'y - F � .�`' -� _ A , �' ".*\•„r 4 - .�r�� ` ` - ... �r� Y� ,� ..s,'i'e ,...--.V�> 't- - _.,- _ yam` "�+�� t _ _ ,._ ,- _ - �-4 l L_ "'S .;�- � w-�• mr` •� �,,�r� _ � ����� � �^'' ✓ }�'7`�t{�j1y}! ,./ Fes. <-7 ����+ryry{ ji r (iF �I Iyl� U �. /� `py'T AS ` =J �F.Y ^ } t Fy 4 �, ��V � S 1 I J ! 1 h�� r ' e j f }1 ^""'.' -� .a���� �j"r F`.^^�+,+..w 1�..,......,.,... 'S ��" 4- . �y l,y...✓"'.�'°.�.w'!r Y r �r���y k'^ , .4 .. �`���/' -�., T � .^ .mss -, _ � -... .. 1 .,,, r - • - � i kY/9 _ � ;.....+.'`r "'w..v+"''�', {i- - Y" s � "..;.,..'mv.'...'^"..'�_ Y - �`ti7 .. , 4 �'� ,_ J � � \� _ - � _ + �' ,� t � � _��r� - -_ � ..,.r^'" F. / _ r ��• - - .....'_"�"" - " - a+ ..r r;--r,,,, � i `"' � , - -_ i''� m i �'^'-` /� ,�._h,•y'+ `{ t. �'.'.,^-.,.,,,;+... 'd`y,.i _ a� �"�, f., ?a 5. �' F, _ w>_`M �✓ w ,.° _ m' � .ter:+r"• �� � `=�., ,`' �' ,' ,,,�r+�1✓,..°�i!'�.. � � , '� p� ,/E�.-' �"�' `%�j,.-.,.�„ ,ty;rr .�'��a` •fi"• 1' -. y n r'� _ � jl i .,7� - - i+ '- '�,y q�.„.,;a"'-, i .r'Aa-.,�� `i; t,•'�,..„N.ytt Y k 3- �„ , + Cw1! - , .n-,/;,tf?`,...,,s s� 3 f -_ + {I s'`r` _ �.. � a' a `t _`�,* `,+� x b,y ;d .{``-r-"� � • }-4 �_..;�....Y.� '�.""`=�`° � -4 = -, hF � � ., _ _ �._�„�a 3' �`,,,• a �_ y /I •y .r - ,!'�� _ / -t T ,•,,,1/�•� Y% 3 ;�¢'J rl-�-.�..4� �,Y,...,` '�c �.�. > a' _ - to +�rw•...,� �.S w'+"°y _ ! - � � � ' `ti .<° f' .k I ..-SJ �""e^�.,y f•..y µ,� .i-.f`r� �'..' .^''f ` �`� i T y '.wri ""' '�. ."� , - ��. { i � � p .,E r4.�a"','�,,,, .. ' �+^� "•e.,..... .� _� .,.,L.:-^'' -s e � '{u+ �_ s r,__...er,=_•,ty��, •�..�,{.. 4� ., Q �„ ;, • � ... ,- w�"' �t....�' � � ( _ � _ _ � � •...- .,r �5 t [ t� �Y `� j` �; �^ �'a- � � I �:' ` � '' ;,-�. _ �, wr`�"'T`t'�w,,4 y �� a _ �` - z .. s �. . +w°4 "•' "+'...._Ftr .. .7 a ""a_;} F" ..-,•} r'w-'`}R`, Y ,,,,,.> w ,,�.. } � A ^ _ n . e /��M�' - 6�r��►.��0�' ,,{.,n��., � � ,,.+ - P _ + �t w. s 'a, -`''t § L ¢ f, ` YFFS _ y ", t , t, '! `��' �"�''�,t,'.:.Y _ .� ,'°�,{k ., ,,, =fit '"` -,a.».+"' - µ i, [.,+^' `",r yp( ✓6/r�4 T" 4n.✓ _ - VA L, .. ... .. ........ . .�.- .......r-�+.-•.�....�m.,... . .r.o. -.-......�..�.,....,. ....<.+�....�.......-...w.-,..... .....,r...� .,.. ..-...-...........m..�.,_..., ..�... .,.._. nr, ......y���.-• ........ ,..ri.i..e......_._.....-...........,..-..«..... ,....�.,..ww x,....�..+. ....,. ,...,r......,.....�....._,.. .....-..,.,. .._�..e..,.,......_.....�. ,_--.. .- »..�-.. »«..�,..... .. __..-.. _..»..._....._....-.__+.�........�........ ..,....._, ._.- _. .. _�..., ,.. _.. r. ..-... ,.. ._ __ ......'_. .-_,.....,..,. i :� ! - ___- _ _. 2-8 TQ p•� OF ,FRA?4ING 1 14 44 ( - 0/4 5, r� �� , , - 1� _� 5 _ _ _._ . s_5 T _ 5� .4�+ _ 51- o+ 5 .. � 4� Ilk IAN i { 0 KITCHEN Q1 N I G N ---,----- 100, I — —44 1 , ,0, 7 11-7 I - _ __ { r ; 780214 �- _ - E� , � �» a ' — —'' G _------ _` _ T"�G I R D. �(Y-t f - _ _ i�►G� �� 2� 1 r_y I , rl LD v C3 r •t1"j o1�L� a; •C�i2 _+ U Rte_ /5e �/�T�I�-c`� ha,;' -` c� a Ott 10 •r� _�_.1. ✓- } t 6 , ' F 01 LIVING I } _M I (CATHEDRAL CEILING) i IF � I i f � ' I f s C i NOTES a f I � n ' 4 I LOFT SEAMS ,ARE, W =3I/$X 12 H GL k GIRDERS ARE, R- 3%XIOV HGLI XX_51/SXI3 :00 3 INTERIOR WALL LINER IS PIZI%46LL. Q 1 � I✓{cam Qr'ti ryt�� G--G—�(i <1��i�r�`� ) tEILIt'�C LINER IS, C _ ,00 5 LC H 15 N T I,c }2,L G � Dn � I•� �? 1 V f►.lc' �20� ��L� 1 0 RESPONSIBLE FOR AhIY DESIGII/IY1r,TERIA"{L S ` NOT I N C O N T F>;A C i"= N I C } Q G ELECTRICAL IS FOR REFERENCE ONLY 7. �LIU L,�,,� � •� J y � ' I r t r r ' �� ►�pTT�� �.' LINDAL CEDAR HOMES LTD. _ 301 DEALER C,P,0. INC �.�` FOR C ARROL P ORRISON ' f / --. ! MODEL PANORAMA CUSTOM ORN PAGE SCALE /4"— I�-- Q , w.t�.•. .,��k ,. _ _ ..,� / DATE 18-07-89 DWG NO 27219 ` 4 ........w....,w...w+....+_.r..,.......a.+..n.w.q... % -..r.........-+-«.�ncar.w--'-____ �.._.._..�.....-_.....-._. ....w.._........ _ ...... �_..-. �� ...• ....r- .. .-.w.....n..,wnr. ..n. .-....-. ..r.. v... �� � .. -n.,+........a.._.... _ ... _ . .... .- ...J., ,.�. � ... _ ,�., .. ... ._ .,_r_ � . .... � Y v J.ob on ot, q �cb j C):E� 7 ~`�1��\ '/ r f IS 7_ D 5 -A Ui tk 7 co ca e4-v-3 c =iLizl- ?cq, C t-4-il 1-4 0'e ,, I `�. O j l t ! ` � I t{G 1 t i "�-= ��` ``' I ` \j i Vii' �l ' V* r 71s' 13- 1f;-01 DRAWN IN CANADA kk LINDAL CEDAR HOMES LTD. 0 DEALER C.P.0, INC" FOR CARROL R ORRISON MODEL PANORAMA -CUSTOM SCALE � DRN PAGE 4 w l ' o" J K DATE DWG N 0 27? tB-07-8,9 TL j jj t + 41.8 TOO.S.OF FRAMING 10- 8t . _ 21' 4' _. _ 10 4. q r d I / u u q lr IlV4 5-4 5-4 d 5-4 r H + 5-4 5'- 4 5'-411 5'- 4 5+-4`+' 1�4 y 8 5 847 T 847 T 0 Zi c\j r-6 F-to V--(L i 1�1 I ME 0 i _ r -, cc t �� 2 of 00 T 71 ABOV _...._. ._2X6 _ -- .:- ...._._ - - - - - - ----- E t BALCONY I OX03 OPEN TO BELOW—,,-,., j i ! 1 lij e d 1 ° +i r t a a LlNDAL CEDAR HOMES LTD 1) 11-4 TVF4o�- oit LL L1 Nj�� ir;, ,D1z-1't,.�&u,.. 14, i DEALER C. P+`0. INC. ' :� 2� GG�1.�1.1G� t,i F.l�.�•:. 1�, 6.G, LL , �) ,'L�-rfz cl�\ Ewa r-a— cf. , L'°j' FDR CARROL P. O RIS4M p xf MODEL ` pANORAMa 'C6 TOM ' - scALE f4�'__ ��:....O DI PAGE 3 *" DATE DWG WG NO 27219 7 C 3�aoYJ N- 11 �#-1''S 6-1 •t� h-1-i3 N •! I _ 314-0& i - c ABOVE Lp �•3�_� �. . _. .__ - _ -- ,- _-•_ ® 2X6 06 1 3 ►J-off p�,1� . .irk 11tk-d� iki 6 G . � z , 11i 4 , i t , fF d f A t x s i r i a . 4 i � I � 1�41 V 16 (G/ 6AIU°`A,� LINDAL CEDAR HOMES LTD a DEALER Is✓.pQ INC FOR CARROL P, ORRISON MODEL PANORAMA CUSTOM ' ' SCALE ' _ a DRN PAGE 4, �' � +, DATE 8-07- 9 DWG NO 277, i z Alk SPACE k 4 e l S FOUNDATION PER LOCAL CODE-� ? FOOTIN G PER LOCAL CODE ' t 42 a TO O.S. OF CONC. .,.h ,_. . PLAN VIEW , i . 4 5'- 1� 5, ,( w - ?! 4/! 5r"4! 5- 4" } i 5-4� rl - _ SEE POCKET DETAIL TOP OF E EY E N 1N/EM AM MUST EVE Top OF 51 LL t T-1 AIR SPACE a; W Ltl X ix s ECTION ! ; ; ;,;- i, ►��r -- i a __BEAM OCKET DETaI L r SCALE I"- I'-O" NOTE AT CONTRACTORS DISC -ION ADJUST DEEPER TO ACCEPT SILL SHIM ETr D1M p ► �__-_ _ - _ -- - - - -- -- - - - - -------- eEA F ETC. To PROTECT , a--; M FROM CONTACT W/CoN ; L_(;' (-- --1 - --j L __1 �- CRETE. DBL.JSTS. l�---- - -- , - AROUND STAIRS 1.J_ I , SCHEDULE A W=WIDTH D=DEPTH ; � ©j BEAM SIZE POCKET W POCKET D 780-210(TYPi i r�l ..�, 2-0419-2x10'S 4' 7.3/40 A 3-0419-2x 10'S 5. 1/20 7.3/4' f 4-�/4i9-2x10'S 7' 7.3/4' 2-0481-2x12'S 4` 9.3/4' © '' o i { 3-0481-2xi2'S °2 (� '�' c! i � i i � �� - � 5. 1/2" � 9.3/40 r 4 #481-2x12 S 70 9.3/40 , 0-3. 1/8 x9 HGL 4. 1/8" 7. 1/2' • R-3. 1/8"x10. 1/20 HGL 4. 118* 9 -f M-3. 1/8`x12' HGL 4. 1/8* 10.1/2' t X-3. 1/8'x13.1/2- HGL 4. 1/8' 12" ; Y-3. 1/8"x15' HGL 4.'1/8" 13. 1/2' z wW-5.1/8'x12`1HGL HGL 6. 1/8' 80.1/2' i t XX-5. 1/8'x13. 1/20 L 6. 1/8' 12" YY-5. 1/8'X15' HGL 6.1/80 13.1/2' ' XXX-6•.3/40 x1311/2' HGL 7.3/4" 12" YYY-6.3/4'x15- HGL 7.3/4' 13.1/2 i I a 4 Y -- �y \'� �� \ `� �. C.c:cJG►Z� c1iCi� �/ ' ,^..,✓'/"1..-- ' { ,fo3/i' t IpJ 4-�Gll. } r � ��ki�'" 2�� �1.�� .�!'=•''('� , ! \ " -. N i / r ' /` '" /' jai Y`� �'�b [l� ►-�Gt(s / -750 Ufa I- fJ&j��, X --� � -' _, - +�*A�►-'''4 4� Gga�l TUp of 2/ 5,_s, ra s�o r tt>r c F G'pia r-►` . FOUNDATION � N D F�.e.�.� �,R FR I N G3 PLAN, LINDAL CEDAR HOMES , LTD ' NOTES I TRANSITION BETWEEN CONCRETE AND LIkVAL WALL DEALER C.PO,_ INC. ` 2 FLOOR BEAMS 1�i 1 I it „ I ,t I I I � _ ARE 0=34X9/ HGL, R=31/,')(101/2' HGL, W=3 12 HGL X=3%X%312 HGLI XX-5/�Xl312, FOR CA �pL ? Q tR �N, 3 ALA. DES16N MATERIAL BELOW LC H SUPPLIED FLObR SYSTEM BY OTHERS W L CH IS NOT RESP01�Stf3LE MODEL PANdRAM,� C U a'�Om } SCALE I /„ ' (•_0•• DRN J PAGE` i4 DATE ��`07`S� DWG NO 42 8 TO O.S. OF 5 4' 5 4!1 5,- 4 5'_4n 5 4 4 5�- 4�' e4' T I 0 < 7 lot. J L 7-31 731 p L9 L T 11 0 qp 6 cc swel /4 It BASEMENT FLOOR FLAN I INTERIOR WALL LINER IS 2 CEILING LINER IS 7VG95-- " DRYWALL 46, NITS A IS LINDAL 3 EXTERIOR EASEME11T WALL BETWEEN F01 4 LCH IS NOT RESPONSIBLE FOR ANY DESIGN/MATERIAL NOT IN CONTRACT = NIC CoQmae-i5l IF,F*P 5 ELECTRICAL IS FOR RE ERENCE ONLY 54, 4� LINDAL CEDAR HOMES LTD DEALER C.P.O. INC. '5/ CARROL P. ORRISON FOR MODEL PANORAMA CUSTOM SCALE V"= If 0" DRN 4 J K PAGE DATE 18-07-89 DWG NO 272113 '^'� - --- ....e.�.e.........�.......r....�.,.......«...........,..«..........+e•+...„...w...._�,..----- ......+.-,-............,.......«rvu...:m..r,e......,,.,�...,«..,.�..;w.....w...b,.._..w.•+..»...�v+..«+-,..w......,.....»......«�...w....-_.>.-......, -. _.. ij _ fy .i • 1 C 6 � I k _ i 1 � t f � 3 tY i t f it ►_1 ob �-1-oe? 6 � • ` 7 E k - ' 314-a9 +.1 ob 31 F 00 Li '06 I I �( t i 1 4 I 1 A S f! S LINDAL CEDAR HOMES LTD BASEMENT UVD� LAY DECKERAMING DEALER CPO. INC. FOR CARROT. P ORRISON a MODE. PANORAMA CUSTOM SCALE 4 '1_O~ DRN JK PAGE 7 4 DATE 18.07-89 DWG NO 27219 I_�� ' / (//l 2—4 2 , �T I� Z C }; A F'TT; f r ' 3 1,1 ,, LLJ 1 sr LsJ t� 1ph���G1G v�.i-f E I w f .r 1 , 174 h I✓4'�GAr ec p ;v �1` ice VA� - �I t r 6 `�` !'.' off` _� �� 1 `..-'��,f•+ / / Ft lrT° DRAWN IN CANADA ROOF FR MING ! ' Li rNOT ES ��-- NDAL CEDAR HOMES LTD. . r; °',; s±;_- ! ROOF LOAD - 70 LE3 LIVE (LOAD DEALER ��,�; f � 5 L- B .i�EPA b LOAD � C.P.0: INC. A T "AL L� AD y 9,� O FOR .r R , CARROL z ROOF BEAMS APE: F'a t1Ri'l�tS��IV MODEL PANORAMA CUS'Tom SCALE Q� DRN PAGE - /4 J K DATE DWG NO 27219 pi iiid 12 IrD /JJ F 845e X 775 13 413"-1 848 7755-, '845E% A 851 iE5� - 851 F 41IF-I 845r-X 775r, 4�sx 1775M 13 455-X, F I-T-7, k, L A-4- FRONT ELEVATION NOTES I CAULK ALL JOINTS SUBJECT TO AIR AND WATER INFILTRATIOIN SUCH AS AROUND DOORS, WINDOWS AND PROTRUDING SEAMS UNDAL (%J�IDAR, H.0NIES 2 SIDING IS 9462 VT�G R CEDAR 3 ROOF COVERINGJS LINDAL CEDARL- HOMES LTD DEALER C,p.O. IN C. FOR CARnOL P�ORRISON MODEL PANORAMA CUSTOM SCALE DRN A - 1-0 J,K. DWG NO 9 2!E72 1,97 DATE• 18-017-8 4 i f Y J s c �t 1 f� i f ++c j Y Y t l f { f i t i I , i I ! 1 e T r — i — I C 3 5K.-(I.�4.C.tr i i t W/KNIEEWALL # N i i t I 77� r "it'i Ll L FF04v%,� I i , A � r 1 RIGHT SIDE ELEVATI0i',4 A 1 ! 4 f t LINDALAQEDAR HOMES LTD DEALER C.P . �`�NG. - ' FOR OARROL p' ORRISQN MODEL ' PANORAMA--.,CUSTOM . SCALE 1 •• pRN J PAGE, 10 �44 - 000 DATE' DWG N 0 18r 07-89 27219 � 1 I - # r i E t s j 3 ' y- I I i 8475 847S, 1 ! s - 847 r i 847f- TOP OF FLOOR LINE y r � t t - r r r Y A E J d _ i � 3 t t , i LINDAL CEDAR HOMES LTD DEALER INC. C. P_ 0, FOR CARROL P, ORRrSON • . „ MODEL PANORAMA , - SCALE �;� (•_O•• DRN J.K PAGE j ' DWG NO 27?.19 f DATE lQ"07-8 I ' i a 4 I j j I { . • SS t+ f i s C — r , #t I I i _ t i ':7 75 p i L ,v r t X r 0 I 8 45 y LEFT SIDE ELEVATION LINDAL CllbAR HOY,' LTD A DEALER C.P:O�. INC., FOR CARROL P'� ORRISQN MODEL PANORAMA CUSTOM SCALE 1A ` I� Ov DRN PAGE i- DWG NO DATE ►,, , � Y • .18- - - `tf742-B. @ 8'-0" RIDGE VENT CONNECTOR _ A- #742-A, ENOPLUG @ z _ EA END �,#742, CON1. RIDGE VENT _M700, 1/2' PLYWOOD #r1BO, TIE'STRAP #411, 2x2 NAILER ONE SIDE ONLY EA. TJI . 2-#435, 1)oB, RIDGE NAILER 12 M INSULATION 16 TJI RCOF JOIST a 24" O.0 PER PLAN #fa24 0/12 RIDGE MOLD #633-C, 1x3 TRIM W/BEAM CEILING LINER `��' BEAM PER PLANS PER PLAN WHEN USED 16" ?JI ROOF JOIST @ 24" O.C. (TYP) RIDGE DETAIL� . ' SCALE 1"=1 '-0" #700. 1/2" PLYWOOD SHEATHING , t • #633-C - O POST � BEAM CONNECTIONS #796, 6 MIL VAPOR • BARRIER UNDER REVIEW PLANS TO SEE WHICH S'ITUATIONS APPLY. NOTE THAT IN ANY SITUATION �- HERE BEAMS ARE USED. WEIGHTS TO TOP OF BEAMS MUST BE THE SAME AS SHOWN RAFTERS ON PLANS. ALL POSTS ARE TO BE FIELD CUT TO FIT UNDER BEAMS. INTERIOR LINER W PER PLANS \ #780-2 STRAP a ( E LOFT BEAM ONLY U W #023 X5/12 WEDGE ( ROOF BEAM LAP 2-LAYERS #684, R-38 INSULATION "' WEDGE 2'-0" ) Z W _ w Im 04 6 ROOF BEAM 0 Q #481, 2x12 BLOCKING @ RIDGE. PER PLANS 0 .� a cc EAVES & ADJOINING RAFTERS u_ 1 O #789 LAG BOLTS #789 LAG BOLTS a ' #780-4, 8 EXPOSED #780-4, @ EXPOSED #023 WEDGE POST & m BEAMS BEAM POST & BEAM 1 0 BEAMS PER PLAN#410. 1x2 636-C U. CONNECTIONS AND IN CONNECTIONS AND IN PER PLAN Y j PARTITION PARALLEL TO PARTITION PARALLEL 70 POST - #411, 2x2 NAILER 0 _ MODULE OR IF GABLE POST MODULE OR IF GABLE ONE SIDE ONLY u_ ? WINDOWS ARE PRESENT WINDOWS ARE PRESENT ,d 2-#423-c, 1x 10 FASCIA o ROOF BEAM CONNECTION ROOF BEAM CONNECTION 0 J SCALE: 1"=1 '-0" SCALE. 1"=1 '-0" #462-C6, SOFFIT LINER ¢ w 0 #780-2 STRAP #412, 2x4 SOFFIT NAILERS O N D #780-2 STRAP CEDAR HOMES ( @ LOFT BEAM ONLY ) ( t° LOFT BEAM ONLY @ 24" O.C. m f - ( ROOF BEAM LAP O Q r ( ROOF BEAM LAPS m W WEDGE 2'-0" EpGE 2'-0" ) 3 CONT. VENT STRIP m 3,8.x` OR PER LOCAL CODES Cc " O o w `AG�� dig POST r 0 w 2 NI o OTN a i w #789 LAG BOLTS VIDTH w REPORT'110. APPROVAL NQ. a. .- �� > 73117-73 69-31 IL - #780-4. N EXPOSED .� a A J O POST & BEAM t A _ A � ICBO SEE REPORT NO. _ n. __ _ CONNECTIONS AND IN POST ' 1949 10 #414, 2x6 FLOOR #.697, 3/4" .T&G PLYWOOD PARTITION PARALLEL T v a JOIS-S @ 16" 0.C. W/#753 GLUE MODULE OR IF GABLE BEAMS PER PLAN a EQ. BEAMS PER PLAN "THIS DRAWING IS CONSIDER- •m #632-C WINDOWS ARE PRESENT #789-LAG BOLT g" #789-LAG BOLT w MIy ED PROPRIETARY.IT IS NOT TO > ( CAUTION )' NOTCH POST NOT BEAM POST #780-4 BE REPRODUCED, NOR IS THE _° -- - - - - - - -- - --- - - -- ROOF BEAM CONNECTION , ROOF BEAM `�CONN,ECTION _ INFORMATION THEREON TO BE USED TO PRODUCE PRODUCTS, �` SCALE: 1"=1 '-0" SCALE. 1"=1 ' -0" a f E X P 0 S E D ) UNLESS WRITTEN CONSENT IS A USE THIS CONNECTION WHEN 4" OR LESS DEPTH FIRST OBTAINED FROM LINDAL - #360-6, 2x6 BLK'ING FLOOR BEAM A USE THIS CONNECTION WHEN OVER 4" DEPTH PER PLAN � CEDAR HOMES." �� ALT. OVER BEAMS. DBL. #780-2 STRAP TO a BLOCKING BELOW POSTS POST TO FLOOR a POST TO FLOOR E #780-4 POST BASE SERIES v-%- POST & FLOOR BEAM CROSS SECTION -� ��� MAIN FLOOR EA SIDE - MAIN _FLOOR #-711, REFLECTIVE FOIL IN PARTITIONS - ( MODEL EXPOSED ) W/DUCT TAPE @ JOINTS. SCALE: 1"=1 '-0" ��' SCALE. 1"=1 '0" 12112 - _ FOR DBL. 2x6 BLOCKING CHALET 5'-4" UNDER POSTS r 'SCALE SECTION THRU C-3 SCALE: 1/2 =1 ' -0 - 2x6 2 x 6 DATE z NOTE : 1 . CONORETE VORKS (DESIGN & MATERIALS) BY OTHERS BLOCKING I BLOCKING 10-16-87 0 > DRN. + 0 2. --VAfSOR" BARRIER IS CONT'. OVER BEAMS & PAR_TITIONS. CONt� TOR & CONNECTOR & ` WHERE JOINTS OCCUR OVERLAPPING WILL BE 6'^ MIN., BOLTS ( NIC ) BOLTS ( NIC ) - i CKO. APPD. 18" MAX. AND SEALED W%4796-T DUCT TAPE. •, 2x6 FLOOR JOISTS 2X6_• 'LOOR JOISTS = 3. DENOTES DIMENSIONS PER LOCAL CODES. @ 16" O. C. @ 16" O. C. PAGE t ; ae ' DRAW N0. ORDER NO. s J - FLOOR BEAM PER PLAN FLOOR BEAM PER PLAN C119 �� (� H #742-B, @ 8'-0" RIDGE VENT CONNECTOR - #742, CONT, RIDGE VENT #742-A. ENDPLUG @ EA. END ' #700, " 1/2" PLYWOOD _ ` #780. ,TIE STRAP SHEATHING 2-#435, 1X8 RIDGE NAILERS ' _o #411, 2x2 NAILER H 16" TJI 'FIOOF JOIST @ 24" O.C. (TYP) ` ONE SIDE ONLY EA TJI E 12 #700, 1/2" PLYWOOD SHEATHING 4 16" TJI ROOF JOIST INSULATION @ 24" O.C. (TYP) 2-LAYERS #684, R-38 INSULATION #796, MIL VAPOR ' IA #619. RIDGE MOLD 1x481. 2x12 BLOCKING @ RIDGE, BARRIER I� 12 EAVES & ADJOINING RAFTERS #635-C " CEILING LINER PER PLAN BEAM PER PLAN WHEN USED #796, 6 MIL VAPOR #635-C. TRIM W/BEAM RIDGE DETAIL BARRIER UNDER } RAFTERS SCALE: 1"-1 '-0" #410, ix 2- .. #411. 2x2 NAILER ROOF BEAM INTERIOR LINER a � ONE SIDE ONLY PER PLANS PER PLANS w P O T O m & BEAM CONNECTIONS ' 2-#423-C, 1x 10 FASCIA #6\ 36-C+ W o 1 1 — ; m 0 REVIEW PLANS TO SEE WHICH SITUATIONS APPLY. NOTE THAT IN ANA SITUATION y. H m U- WHERE BEAMS ARE USED, HEIGHTS TO TOP OF BEAMS MUST BE THE SAME AS SHOWN -� ° wo ON PLANS ALL POSTS ARE TO BE FIELD CUT TO FIT UNDER BEAMS. N #462-C6. SOFFIT LINER o o Ewen ¢ a H 4412, 2x4 SOFFIT NAILERS o to ° W o LC @ 24" •O.C. m 1 a o L1 D w ° ~ B C #780-2 STRAP (@ LOFT BEAM ONLY) X 3" CONT. VENT STRIP m ao W OR PER LOCAL CODES ° 1-% #618 4/12 WEDGE (ROOF BEAM LAP ui (L " ~ WEDGE 2'-0") Z H •I - W cc 4 LL � b IY Q I y m o# 203, 1 . 1/2" T&G #789 LAG BOLTS F- LOFT SUBFLOOR #789 LAG BOLTS rn #780-4, -@ EXPOSED #632-C #700-CCX POST & BEAM #780-4. @ EXPOSED W/#752 GLUE CONNECTIONS AND IN BEAMS PER PLAN POST & BEAM BEAMS PER PLAN CONNECTIONS AND IN PARTITION PARALLEL TO POST PARTITION PARALLEL TO MODULE OR IF GABLE POST MODULE OR IF GABLE ' #635-C LOFT FLOOR BEAMS WINDOWS ARE PRESENT PER PLANS ROOF BEAM CONNECTION WINDOWS ES -ROOF BEAM CONNECTION Q SCALE: SCALE: _ ° En J M w D #780-2 STRAP CIORR NOME$ " .� u°i m (@ LOFT BEAM ONLY) #780-2 STRAP 0 (ROOF BEAM LAP (ROOFFBEAMALApNLYj ° o WEDGE 2'-0") EDGE 2'-0") "o LL 3/8 k' _m oa w 1/2 pOS OST WjD � #789 LAG BOLTS T WIp w TH x TH REPORT NO. APPROVAL NO. • #780-4. _@ EXPOSED ^ f > 73117-73 69-31 POST & BEAM µ.I CONNECTIONS AND IN ICBO SEE REPORT NO' POST 1949 a + #414, 2x6 FLOOR #697, 3/4" T&G PLYWOOD PARTITION PARALLEL T J JOISTS @ 16" 0.0 W/#753 GLUE MODULE OR IF GABLE BEAMS PER PLAN t;q BEAMS PER PLAN #632-C #789-LAG BOLT' M #789-LAG BOLT "THIS DRAWING IS CONSIDER• w � WINDOWS, ARE PRESENT 'ICAUTION) NOTCH POST NOT BEAM POST IN ED PROPRIETARY!AIT IS NOT TO ROOF BEAM CONNECTION #780-4 BE REPRODUCED;NOR IS THE ` ROOF' BEAM CONNECTION INFORMATION THEREON TO BE OL USEDTO PRODUCE PRODUCTS, SCALE: 1"=1 '-0" SCALE 1"=1 '-0" E X P O S E D UNLESS WRITTEN CONSENT IS ti #360-6, 2x6 BLK'ING FLOOR BEAM * USE THIS CONNECTION WHEN 4" OR LESS DEPTH USE THIS CONNECTION WHEN OVER 4" DEPTH FIRST OBTAINED hROM LINDAL ALT. OVER BEAMS. DBL. �'PER PLAN CEDAR HOMES.,' --- BLOCKING BELOW POSTS. F POST TO FLOOR @ #780-2 STRAP TO POST TO FLOQR @ `4 MAIN FLOOR POST & FLOOR BEAM G #780-4 POST BASE SERIES EA SIDE MAIN FLOOR CROSS SECTION ' �� poor✓ - - _ __ _ #711. REFLECTIVE FOIL (j(V PARTITIONS) W/DUCT TAPE @ JOINTS. (EXPOSED) MODEL SCALE: 1"=1 '-0" SCALE: 1"=1 'O" f 4/12 $ DBL. 2x6 BLOCKING TWO TRY UNDER POSTS SECTION THRU C-2 SCALE l ;-- SCALE: 1 2 =1 ' -0 2xs ` - o NOTE ' 191.- CONCRETE WORKS (DESIGN & MATERIALS) BY OTHERS. 2x 6 ' DATE- m _ i BLOCKING BLOCKING � � 09-01-87 2. VAPOR BARRIER IS CONT. OVER BEAMS & PARTITIONS. CONNECTOR & ORN. - .--w - -"-WHERE JOINTS OCCUR OVERLAPPING WILL BE 6" MIN., - CONNECTOR & BOLTS (IyIC) 18" MAX. AND SEALED W/#796-T DUCT TAPE. BOLTS (NIC) CKD. APP`D. 2x6 FLOOR JOISTS c ` 2x6, FLOOR JOISTS z 3. Irt DENOTES DIMENSIONS PER LOCAL CODES. ( ' @ 16" O.G. @ 16" 0 C. 1 PAGE of FLOOR BEAM PER PLAN 1 j DRAW NO. C*OER,Nq. FLOOR BEAM PER PL4N ' C047 ,, A #742—B. @ 8'-0" RIDGE VENT CONNECTOR #742, CON,. RIDGE VENT #742—A, ENDPLUG @ EA. END 0700, 1/2" PLYWOOD' t #780, TIE STRAP SHEATHING 2—X43.5, 1x8 RIDGE NAILERS 1 #411, 2X2 NAILER \.J ONE SIDE ONLY EA TJI 16" TJI ROOF JOIST @ 24" O.C. (TYP) 12 #700, i l/2" F 1/2" PLYWOOD SHEATHING - 16"' TJI ROOF JOIST INSULATION @ 24" 0.C. (TYP) f = t t 2—LAYERS #684, R-38 INSULATION JA #619, RIDGE MOLD - #796, MIL VAPOR �+ BARRIER I BEAM PER PLAN #635—C CEILING LINER PER PLAN WHEN USED #635—C, TRIM W/BEAM R I DIG E DETAIL #796, 6 MIL VAPOR BARRIER UNDER RAFTERS SCALE: 1"=1 '-0" t )OF BEAM INTERIOR LINER PER PLANS- PER PLANS w O - POST BEAM CONNECTIONS LL _ ¢ REVIEW PLANS TO SEE WHICH SITUATIONS APPLY NOTE THAT IN ANY SITUATION J�- WHERE BEAMS ARE USED, HEIGHTS TO TOP OF BEAMS MUST BE THE SAME AS SHOWN d N o ON PLANS ALL POSTS ARE TO BE FIELD CUT TO FIT UNDER BEAMS. 11 lZ W O `DC (� #@ OFT STRAP ONLY) x v r m #616 4/12 WEDGE (ROOF BEAM LAP W 4— si WEDGE 2 '-0") Z • W c(1 #203, 1 . 1/2" T&G #789 LAG BOLTS #789 LAG BOLTS ' LOFT SUBFLOOR #78U-4, @ EXPOSED #780-4, @ EXPOSED * #632—C #700—CCX POST & BEAM BEAMS PER PLAN POST & BEAM BEAMS PER PLAN r W/#752 GLUE CONNECTIONS AND IN CONNECTIONS AND IN PARTITION PARALLEL TO POST PARTITION PARALLEL TO POST MODULE OR IF GABLE MODULE OR IF GABLE #635—C LOFT FLOOR BEAMS WINDOWS R RARE OOF F PRESENT B BEAM M C O N N E C T I O N ROOF O F WINDOW ES PER PLANS BEAM C O N N E C T I O N SCALE 1"=1 '-0" SCALE- 1"=1 '—O" Cc 0 0 cn hinonh f , " a I I " D #780-2 STRAP C #780-2 STRAP CEDAR 08MES Nap (@ LOFT BEAM ONLY) (@ LOFT BEAM ONLY) Q (ROOF BEAM LAP (ROOF BEAM LAP IL o WEDGE 2 '-0") EDGE 2"-0") 1 IL LL ( F- LL `AG��I 1/2 .8 0 ^ 1/2 P PQs r F- #789 LAG BOLTS OST WIDry T N REPORT NO APPROVAL NO. s F- 10 #780-4, @ EXPOSED J� > ^ * 73117-73 69-31 4- i1,t.�. POST & BEAM ICBO SEE REPORT NO. CONNECTIONS AND IN POST 1949 a #414, 2x6 FLOOR #697, 3/4" T&G PLYWOOD PARTITION PARALLEL T MODULE OR IF GABLE BEAMS PER PLAN "THIS DRAWING IS CONSIDER • J JOISTS � 16" O.C. W/#753 GLUE EQ BEAMS PER PLAN ' w #632—C WINDOWS ARE PRESENT #789—LAG BOLT 4" #78B—LAG BOLT > I` MjN ED PROPRIETARY IT IS NOT TO (CAUTION) NOTCH POST NOT BEAM POST #780-4 BE REPRODUCED, NOR IS THE Ia -ROOF BEAM CONNECTION ROOF BEAM CONNECTION INFORMATION THEREON TO BE o .I _ SCALE: 1"=1 '—0" UN ESS YVRITTEN'CONSENT T S SCALE: 1"=1 '-O" EXPOSE D ' USE THIS CONNECTION WHEN 4" OR LESS DEPTH FIRST OBTAINED FROM LINDAL I.' #414'-LP2, FLOOR BEAM * USE THIS CONNECTION -WHEN' OVER .4" DEPTH CEDAR HOMES.' N #360-6. 2x6 BLK ING GRADE '� 2x6 TREATED= ALT. OVER BEAMS. DBL. PER PLAN SILL PLATE R BLOCKING BELOW POSTS. POST TO FLOOR @ #780-2 STRAP TO POST TO FLOOR @ #780-4 POST BASE SERIES POST & FLOOR BEAM Cj MAIN FLOOR CROSS SECTION o MAIN FLOOR EA SIDE 0711, REFLECTIVE FOIL (IN PARTITIONS) MODEL —W/,DUCT TAPE @ JOINTS. (EXPOSED) SCALE: 1"=1 '-0" SCALE' 1"=1 '0" 4/12 _ c FOR a s5'-4" f DBL 2x6 BLOCKING TWO STORY UNDER POSTS 1 f SCALE =" SECTION THRU 2N ---- I -- SCALE: 1 2 =1 ' —0 2x6 _ �,2x6 DATE z NOTES: 1. CONCRETE WORKS (DESIGN & MATERIALS) BY OTHERS. BLOCKING BLOCKING 09°01°87 0 DlkN. ° ,k 2. VAPOR BARRIER IS CONT. OVER BEAMS, & PARTITIONS. CONNECTOR & CONNECTOR & WHERE JOINTS .00CUR OVERLAPPING WILL BE 6" MIN., BOLTS (NIC) BOLTS (NIC) APPD. • 18" MAX. AND SEALED W/#796—T DUCT TAPEt.r CKD,_ �, 2x6 FLOOR JOISTS 2x6 FLOOR JOISTS ° ' 3. R DENOTES DIMENSIONS PER LOCAL CODES. @ 16" Z ,O.C. @ 16" O.C. - PAGE ; of ,r DRAW N0� ORDER NO. FLOOR BEAM PER PLAN f �FLO R BEAM PER 'PLAN Y C047.10 r • • 12 BEAM HEIGHT SHEET y 4 �— SCALE : 1/4 " = 1 ' —O" I • NOTES: 1 . SELECT APPROPRIATE CONFIGURATION FOR THIS PARTICULAR ORDER I I I I I 2 HEIGHTS SHOWN ARE FROM TOP OF SUBFLOOR TO TOP OF ROOF BEAM. 8 MODULES r - UNLESS OTHERWISE SHOWN. v ao 3. ALL POST TO BE JOB CUT TO FIT UNDER ROOF BEAMS. c) 4. BEAMS ARE TO BE CENTERED ON THE 5' -4" MODULE LINES. N � I I __ • I I 1 I wo _ N 5. BEAM HEIGHTS MUST BE MAINTAINED FOR ACCURATE CONSTRUCTION. d v cr) V) t0- w O Q I m I I I I I I N (L 0 O y Q I I I I I I N. .i i a) a N Lu 5' -4" 5 '-4" 5' -4" 5 '-4" 5' -4" 5'-4" 5' -4" 5' -4" � d a r t W TA LAa 4 F I I ❑ o o a w . ' o I I I i 1 c - 9 MODULES _ w _ i o y (`') o LL N I I I I ►- 0 _ a) vl I O I � v a. In t`) Lo 0 -i '� ° t d F- w -i o G j i e i 1 I I I I I I I ,bmaRb N 0 (D CEDAR NDIRES I - ' M r 5' -4" 5' -4" 5'-4" 5' -4" 5' -4" 5' =4" 5 ' -4" ' y REPORT NO. APPROVAL . 7311373 69-31 ICBO SEE REPORT NO. 1949 ' _ "THIS DRAWING IS CONSIDER-, 12 4 � ED PROPRIETARY. IT IS NOT TO I I I BE REPRODUCED, NOR IS THE INFORMATION THEREON TO BE .. USED TO PRODUCE PRODUCTS, ' UNLESS WRITTEN CONSENT IS FIRST OBTAINED FROM LINDAL CEDAR HOMES." 10 MODULES OD - � SERIES 00 Lo BEAM HEIGHTS ' co MODEL o 1 l I 1 N Ir I i i ► 1 4/12 8-10,M00. a- o O In FOR 0 O Q` I I I • l I I ` , I I I N IL cri o 4 DATE 99 I I I I � • n 08-14-87 0 I DRN. o co f CKD. APPO. o „ „ 4 • z 5'- S 4 51-4" 5'-1411 5 4' 5 4 5'-41, 5 4 5 4" 5 '-4" 1 PAGE #' (o� � o I 1 ,DRAW NO.1 ORDER NO. 'A SHOOS r m N z O H ilao t 0: Q O 0 t L1. ..1 . N h W a W I W - a V hinuRb I 1 CEDAR HOMES, Ali REPORT NO APPROVAL NO. 73117-73 69-31 ICBO SEE REPORT NO. 1949 ' i 1 "THIS DRAWING IS CONSIDER- ---" I �"�' I ED PROPRIETARY IT IS NOT TO BE REPRODUCED, NOR IS THE INFORMATION THEREON TO BE USEDTO PRODUCE PRODUCTS, UNLESS WRITTEN CONSENT IS /fI FIRST OBTAINED FROM LINDAL f CEDAR HOMES " SERIES P/12 MODEL �j 4vr;�U L FOR SCALE . r 0 DATE z W O DRN. CKO. APPD. 0 z PAGE 7 of o DRAW NO. ORDER N0. 272l� W°2 } #632—C BASE TRIM NOTE: ' 1/2" PLYWOOD HORIZONTAL 2X6 FRAMING BETWEEN POSTS ON GABLE_ , ENDS IS #343-6, PRE—CUT TO FIT BETWEEN 3. 1/8" '• WINDOW UNIT PER PLAN 2" 1&G SUBFLOOR WI QE POSTS @ 5'-4" O.0 JOB CUT #429-C, 1x6 TRIM 4 #411, 2x2 FURRING #635-C, 3/8"x1 1/2" r � #636-C, 7/16"x3. 1/2" TRIM =/ TRIM 2-#416, 2x8'S B.U. 2-#416, 2x8'S B.0 • LINER PER PLAN FLOOR BEAM PER PLAN Y s #414, 2x6 TOP PLATE SEE DETAILS C _ FOR WEDGE r #700, 1/2" PLYWOOD #700, 1/2" PLYWOOD 1" T&G R.L. SIDING 1" T&G R.L. SIDING ! .. WITH LOFT ALT. SEE LINER PER PLAN O W6 DETAIL B r #416, 2XB'S B.U. -\ #416 2xB's B U. GABLE END WITH WINDOW, GABLE END WITH T&G PLANK #414 CONTINUOUS Lu IN CATHEDRAL AREA LOFT FLOOR SCALE: 1 . i/2"a1 '-0" 2x6 TOP PLATE t PLYWOOD #414 CONTINUOUS SCALE: i . 1/2"=i '-0" 5L PLICE 2X6 TOP PLATE � w, ' #796, 6 MIL VAPOR ;.�- BARRIER Lu ' #796, 6 MIL VAPOR ' - BARRIER LINER PER PLAN ' Z Y #411, 2X2 HORIZ. - Lit #632-C BASE TRIM FURRING @ 24 0 C. #411, 2X2 HORIZ. >�. FURRING @ 24" O.C. #697, T&G PLYWOOD GABLE END WITH Cie Q _ #745-A TYVEK } � 4 d N T&G PLANK LOFT 0m #745-A TYVEK #414, 2x6 FLOOR JOISTS 2 STORY LINER PER PLANS m - FLOOR, cc w 0 -1 LINER PER PLANS F' M #414, 2x6 NAILER @ _ _ o cn ac w GABLE END to 4/12 #336-6 2X6 VERT. ,J a #336-6 2X6 VERT. J a #695-5/8, DRYWALL SCALE: i 1/2"=1 '-0" STUDS @ 24" O.0 j a STUDS @ 24" .C. LL. co N w co m a 2-#416, 2x8'S B U , LL cn W , �/' w e m FLOOR BEAM PER PLAN _ a I j W B—a Ox O a I— i" T&G R.L. EXT. F; " 0 w l = IL 1" T&G R L. EXT. H N CEDAR SIDING W CEDAR SIDING - w #700, 1/2" PLYWOOD `' 0 GABLE END WITH o m a 1" T&G R.L. SIDING JOIST LOFT #700, i/2" PLYWOOD cis a �- o o CEDAR N��ES #700, 1/2" PLYWOOD FLOOR, 2 STORY ~ a . F 4/12 - H 7 co ED H SCALE' 1 . 1/2"=1 '-0" 0 #684 R-19 INSUL. GABLE END WITH JOIST o r LOFT FLOOR SCALE 1 . 1/2"=1 '-0" Ir < J #68,0 R-6 INSUL. - (D REPORT NO. -.{►PPi MAL NO, LL. N #684 R-19 INSUL. 73117-73 X31. (o c-) (2)#414 CONTINUOUS - 7 N o 2X6 BOT. PLATE `" + - �+ #680 R-6 INSUL. ICQ SEE REPORT N0. 1949 m #632-C BASE TRIM C- s C—2 C-3 _ (2)#414 CONTINUOUS #360-6, 2X6 BLOCKING iv 2X6 BOT. PLATE "THIS DRAWING IS CONSIDER- OVER BEAMS, DOUBLE #(023 #637 \ ED PROPRIETARY. tT IS NOT TO a BLOCKING BELOW POSTS �' ' #632-C BASE TRIM BE REPRODUCED, NOR IS THE t `A= 17J INFORMATION THEREON TO HE #618 USEDTO PRODUCE PRODUCTS, #414: 2X6 - #414, 2X6 #711 FOIL UNLESS WRITTEN CONSENT IS FILLER FILLER FIRST OBTAINED FROM LINDAL #711 FOIL CEDAR HOMES." I #697, 3/4" UNDERLAYMENT SERIES if WALL DETAILS `w I 697, 3/4" UNDER T cm \—#414-LP2, 2X6 SILL MODEL ' a I i� L� POLAR WALL PLYWOOD FOR to 4/80" 0 C & WITHIN C6"@ ' SPLICE SHEET A _ PLYWOOD � ' - OF ENDS SPLICE FLOOR BEAM PER PLAN SCALE POCKET FNDNi SEE FOUNDATION A 0 NOTE BELOW t , DATE � ' - 08-14-87 0 EXTERIOR GABLE WALL DRN. ° EXTERIOR EAVE WALL SCALE: 1 " =1 ' -0 " 4/12 WEDGE CKO. APPD. t NOTE. 8_/12 WEDGE GAMBREL WEDGE sca_E: 1 " = 1 ' -o�" ° 1 �. ._ 3 , POCKET` FOUNDATION 4" FOR 8" STEM WALL OR 3. 1/2" =OR 6" 1 . 1/2 a1 0, SCALE: 1 . 1/2"-1 '-0" SCALE: 1 . 1/2"•i '-0" PAGE STEM WALL*. NOTCH 2X6 SILL -FOR FLOOR BEAM & ANCHOR BOLT EACH SIDE OF NOTCH. LEAVE 1/2" ATR SPACE ON ALL ' �. DRAW N0. ORDER N0. SIDES OF BEAM, USE 15# FELT BELOW BEAM ' W004 � 1 r` , W-3• W-4 � _. ''' W-5 Iii " i v Pe s , t ce DO INTERIOR LINER INTERIOR LINER O PER PLAN PER PLAN INTERIOR LINER IW' 1" T&G R.L. 1" •T&G R.L PER PLAN SIDING SIDING 1" T&G R&L. }. " . #700. 1/2" PLYWOOD, #700. 1/2" PLYWOOD SIDING � 0 11 Vf #700, 1/2" PLYWOOD H I ­ JOB CUT #429-C, 1X6 ce EXTENSION JAMB CL CL t Z - 1� W - WINDOW UNIT " PER PLAN - z Q N W a DOOR UNIT Q a CASING #632-C PER PLAN DOOR UNIT Q 0 4C PER PLAN X 0 K X N N #632-C CASING O o LL #632-C CASING ° U E ° W H O m Z - O O O Q -w O -i , LL li " Z m to In OL hinaRb �- U- LL a CEDAR HOME` 0 .'1- Z , co _REPORT NO. APPROVAL NO. 73117.73 •69.31 lur- W f ICSO SEE REPORT NO. lY 1919 " "THIS DRAWING IS CONSIDER. ED PROPRIETARY. It IS NOT TO BE REPRODUCED, NOR IS THE INFORMATION THCNEON TO'L E 1 USED TO PRODUCE`PRODUCTS, • UNLESS WRITTEN CONSENT IS IL FIRST OBTAINED FROM LIKDAL CEDAR HOMES." SERS A WALL DETAILS MODEL POLAR WALL FOR WINDOW _ -- EXTERIOR DOOR SHEET " SLIDING GLASS DOOR SCALE: 1"=1 '-0" _ SCALE: 1"=1 '-0" SCALE _ SCALE. 1"=1 '-0" o NOTE• SEE 'WINDOW DETAIL SHEET' �"' NOTE: CAULK ALL JOINTS SSiBJECT TO �, DATE or. ; FOR FRAMING_ & INSTALLATION AIR INFILTRATION. SUCH AS 08-14-87 0 { DETAILS OF WINDOWS. AROUND DOOR & WINDOW FRAMES � DRN. C AND BEAMS PROTRUDING THRU EXT. ' ♦ I WALL SIDIWS. CKO. A1 PP t O. o+ = A PAGE w 2 f r 1 1 r'r , y , DRAW N0. ORDER N0. _ W102 ,r t!7 Z"'1 r#4 IR '•Y.nesµ .,.,,�.iw .••__ _ . .. _... - 1 r _ _ ,.fSt-- i___t,. .� F! _ � r+-' , �-.. __ y-/� -'-__ �°fi" . ._ _ .. _ • e �__. 1 f. �� .- - - r -- -_ - ' a.ir' a 01 #336, VERTICAL 2x4 #336=`6, VERTICAL 2x6 #336-6. VERTICAL 2x6 @ 16" 0 C @ 16" 0 C @ 16" 0 C. N #411, 2x2 HORIZ. #411, 2x2 HORIZ. FURRING @ 24" O. 0 FURRING @ 24" O.0 #682, R-13 INSUL. #684, R-19 INSUL. #684, R-19 INSUL D #680, R-6 INSUL #680, R-6 INSUL. #412. CONTINUOUS #414, CONTINUOUS #414, CONTINUOUS EXT. WALL, SEE PREVIOUS 2x4 BOTTOM PLATE 2x6 BOTTOM PLATE 2x6 BOTTOM PLATE IE SHEET FOR CONSTRUCTION I , I #360-6. 2x6 BLOCKING #414-LP2. PRESSURE #416-LP2, PRESSURE #414-LP2, PRESSURE I OVER BEAMS, DOUBLE TREATED SILL TREATED SILL TREATED SILL I BLOCKING BELOV POSTS u" #697. 3/4" #711, FOIL -UNDERLAYMENT + W (U � tr' STD . EXTERIOR WALL POLAR EXTERIOR WALL 2x6 EXTERIOR WALL X STUDS @ 16" O . C . STUDS @ 16" O . C . STUDS @ 16" O . C . uj ' SCALE: 1"=1 '-0" SCALE: i"=1 '-0" SCALE* 1"=1 ' -0" Z W #416, 2xB'S B.U. f l Q TOP PLATE 'TO MATCH B07TOM ce Q PLATE, SEE DET. AT RIGHT Q a ` #336, VERTICAL 2x4 #336-6. VERTICAL 2x6 #336-6, VERTICAL 2x6 @ 24" 0 C @ 24" 0 C @ 24" 0 C , 0 #796, 6 MIL VPAOR BARRIER #411. 2x2 HORIZ #411, 2x2 HORIZ . J FURRING @ 24" O.C. FURRING @ 24" O.C. m ED N 4682, R-13 INSUL #684, R-19 INSUL• #684, R-19 INSUL . a U) N U- Q #745-A. TYVEK 0 w - oa m ---#680, R-6 INSUL. #680, R-6 INSUL. 16 1 Ron Cc _ #412, CONTINUOUS #414, CONTINUOUS #414, CONTINUOUS CEDAR HOMES ui LINER PER PLAN y x 2x4 BOTTOM PLATE 2x6 BOTTOM PLATE 2x6 BOTTOM PLATE k IN 1.14 .r Q EXTERIOR WALL CONSTRUCTION a ` SEE DIET. AT RIGHT tL CD 0 #414-LP2, PRESSURE #416-LP2, PRESSURE #414-LP2, PRESSURE 1" T&G R.L. EXT. (L TREATED SILL TREATED SILL TREATED SILL '.1 CEDAR SIDING • REPORT N0. APPROVAL N0. _ #700, 1/2" PLYWOOD 73117-73 69.31 ICBO SEE REPORT N4. OMIT INSULATION FOR 12 INCHES. 1949 (HORIZ.) @ APPROXIMATELY 6 FT. ' • INTERVALS OR 6 INCHES @ APPROX. "THIS DRAWING IS CON SIDER• 3 FT. INTERVALS TO PROVIDE . STD . EXTERIOR WALL POLAR EXTERIOR WALL 2x6 EXTERIOR WALL ED PROPRIETARY. IT"IS NOT TO BEARING FOR SLAB. BE REPRODUCED, NOR IS 1 H " STUDS @ 24" O . C . STUDS @ 24" O . C . STUDS @ 24" O . C . INFORMATION THEREON TO BE w USED TO PRODUCE PRODUCTS, SCALE: i"-1 '-0" SCALE: 1"=1 '-0" SCALE: 1"=1 ' -0" UNLESS WRITTEN CONSENT IS VAPOR BARRIER FIRST OBTAINED FROM LINDAL (WHEN REO,IJIRED) . u CEDAR HOMES " H 0481, 2x12 SINGLE"^ ' 4" MIN CONC SLAB #419. 2x10 SINGLE BLOCKING BETWEEN SERIES BY OTHERS I BLOCKING BETWEEN I JOISTS @ MIDSPAN WALL DETAILS t' I JOISTS @ MIDSPAN I MODEL IIq I I BASEMENT WALL _ , 'IL, ► ° I _ � T FOR SHEET "C" II I=I III=VIII= HANGER PER PLAN @ - HANGER PER PLAN @ =I I II�=II II 4 INCH J3�SE COURSE t JOIST TO BEAM JOIST TO BEAM SCALE + . /,�J%, (WHEN RE3UIRED) - ` a CONNECTION (TYP.) � CONNECTION ION (TYP ) o X� �� �� z DATE WELL COMPACTED FILL. 01-17-88 c I L#697. 3/4" UNDERLAYMENT I #697, 3/4" UNDEFLAYMENT UNDISTUR3ED SOIL _ I - I ORN. ° t EXTERIOR GABLE WALL i FLOOR BEAM PER PLAN I FLOOR BEAM PER FLAN ( I CKD. APPO. SCALE: 1"=1 '-O" I #711. FOIL #711, FOIL ° � I I GABLE END WITH 2x10 I GABLE' END WITH 2x12 z i MAIN FLOOR MAIN FLOOR PAGE zo of o SCALE 1"=1 '-0" SCALE' 1"=1 '-Q" DRAW NO. ORDER NO. o x _ $ ,BW00! Z72(� F _ 6- 4 NOTE: THEE2-2xh'S FbR THE li INSIDE MODULES ARE NAILED THE SAME AS THE FIRST MODULE- CUT TO 5'-0. 7/8" LESS ALLOWANCE FOR BEAM HANGERS y 2x6 STUD 8 * FRAME WALL 2ND FLOOR OR LOFT BEAM. WHEN NO BEAM OCCURS THE POST WILL EXTEND #780-4 @ WINDOW ' THROUGH TO THE ROOF BEAM OR DOOR DETAIL WHEN POST 1 NOTE: 1ST MODULE TO HAVE 2-2x8'S NAILED W/2-16d GALV. BOX IN EACH EXTENDS TO ROOF BEAM 4ry . END & 16d GALV. BOX @ 16" O.C. SCALE: 1/2" = l '-0 . ALONG EA. EDGE. CUT 2-2x8'S TO •• ,4 4'-11.7/16" ce , LLI 1" T&G EXTERIOR WALL PLANK WITH r,mw #770, 6d GALV. SIDING NAILS 12" 1,( O.C. STAGGERED TIE STRAP TO HAVE AT LEAST 1/2 OF ITS LENGTH NAILED TO ` W rya THE 2-2x8'S BETWEEN -MODULES ce ' NOTE: 2-2xB'S PERIMETER BEAM TO HAVE CL ` STAGGERED SPLICE OF NOT LESS THAN 18" . TOP PLATE TO BE SPLICED AWAY FROM -aa n7 ` 2-2x8'S SPLICE • ' 2-2x8'S W/16d SINKER'S 1.Ri i 2x6 TOP PLATE WITH #773 SINKER l°_ 16" O.C. ALONG EA. EDGE r• i @ 12" O.C. STAGGERED WHEN UNEXPOSED. USE ce 10d BOX WHEN EXPOSED ck. ! f riy ♦ 3 � ' - � WrS • i 1 1 e�-'.�• 1 IN R E 3/4" T&G UNDERLAYMENT PLY. [ ,` 2-16d S MEMBER EA. S I E GLUE & NAIL W/1.3/4" RING STUD TO SHANKS G 6" 0. C. L° EDGES & `t TOP PLAT W 10" O.C. L° INTERMEDIATE Zf SUPPORTS APA STUROI-FLOOR t *( #745 TYVE 2 16d SI E S 1-1 d IN , ..+ G 12 ST G ERE 0462. RANDOM LENGTH CEDAR 2-16d 2x6 FLOOR JOISTS L° 16" D.C. SIDING. ROUGH FACE EXPOSED Eilj W/3-8d GALV. BOX L° SILL ' L°, EACH BEAR #336-6. 2x6 00 _ ` STUDS @ --d-24" D.C. �� Ef'trGtz�r� i, . o. — - _ -i REPORT NO. APPROVAL NO. 73117-73 69.31 ` 16d SIN E S 8 ICBO SEE P!EPORT NO. y` 1949 1211 O.C. - 1 e' SPUD TO SOLE PLATE WITH ' 30: 'tSCARF JOINT } 2-1`6d SINKERS END NAILED "THIS DRAWING IS CONSIDER- ED PROPRIETARY.0IT IS NOT TO _ BE REPRODUCED, NOR IS THE _ 2x6 RIM JOISTS W/ANGLE INFORMATION THEREON TOBE USED TO PRODUCE CLIPS #780-3 @ 4' -0" O. C. UNLESS PRODUCTS, WRITTEN CO SEN S FIRST OBTAINED FROM LINDAL _ CEDAR HOMES," ` #780-2 STRAP OR EQUIV. SERIES 1/2" PLYWOOD COX 24/0 WITH 6d PERIMETER WALL NAILING SHEET GALV. BOX a 6" D.C. ALONG MODEL EDGES & 12" ALONG INTERMEDIATE SUPPORTS 2x6 SILL WITH 5/8" X10" CONSTRUCTION = �_ 1 POLAR WALL ` A.B. ( NIC ) @ 4'-0" O.C. & �oR WITHIN 6" 4OF ENDS SCALE: 1/2" = 1 '-0 N-1 DETAIL SHOWING EXTERIOR CORNS WITH PERIMETER • , ' , BEAM ASSEMBLY W/CANTILEVER FOR :ROOF OVERHANG. �r. DATE #336-6, 2x6 STUDS WINDOW FRAMING, AND STANDARD CONNidTIONS-FROM - i8-14-87 s PERIMETER BEAM ASSEMBLY TO ,FOUNOATION. =' DRN. ' '3.U. CORNER STUDS W/ 16d SINKERS @ 24" O.C. CKD. Af'P0. ` z , ` s PAGE °r of o DETAIL B CORNER c I3IRAW NO. ORDER NQ. SCAL,�: 1° = 1 '-2 � � � N1-002 4', :i�?'�.�....`...4, _ r .. -., _ ~ _ ,... �• � _ _.ro.,.__.'" ' _ - _ ` '' - �..c -^e..».- � _ _ -..... -.�,--�"'. .... �,. .�i, 7 7' v._ .. -- ` { .c - •-w .�. _ _ r . 3.. ... �:d� ," .ASS` msf� _ _" xY::�r.. r RIDGE CONNECTION GENERAL NOTES � •• SCALE:' �1"=1 +-0" = f THE PURPOSE OF, THESE DETAILS IS TO SHOW THE BASIC CONNECTIONS NEEDED (2) 1x8 RUNNING ENTIRE LENGTH OF FOR A STRUCTURALLY SOUND BUILDING. THE CONNECTIONS HAVE BEEN CALCULATED RIDGE W/2-16d SINKER FROM 2x2 TO DEVELOP- THE STRENGTHS OF THE BEAMS. POS"S, � WALLS, ETC OF THE MOST THRU 1x8 INTO OTHER 2x2 s NORMAL SIZES AND TYPES OF BUILDING FOUNDATION 2-16d GALV. BOX FROM RAFTER FLANGE TO BECAUSE OF VARYING CONDITIONS. THE FOUNDATION AND FOOTING REQUIREMENTS, 2 EI ` WILL HAVE TO BE ADAPTED TO LOCAL CONDITIONS. THE FOUNDATION DETAILS DO WEDGE NOT NECESSARILY REFLECT ALL CONDITIONS. THEY ARE ONLY A SUGGESTED USUAL METHOD OF CONSTRUCTION. ,t r 1 . CONCRETE SHALL ATTAIN A 26 DAY STRESS OF Fc '=2000psi (UNSUPERVISED Fc '=675psi) . MIX SHALL NOT CONTAIN LESS THAN 5 SACKS CEMENT PER 4/12 RIDGEMOLD W/Bd GALV IA ) f L .i 8d GALV. FINISH BOX @ 12" O.C. EACH SIDE CUBIC YARD AND NOT MORE THAN 7. 1/2 GALLONS WATER PER SACK OF CEMENT. � • I� �I STAGGERED 2. REINFORCEMENT SHALL 'BE INTERMEDIATE GRADE 40 BILLET STOCK CONFORMING Y. r OFF MODULE ROOF BEAM PER PLAN. TO ASTM' A61 s. DESIGN Fs: 20. 000ps3. UNSUPERVISED. MINIMUM LAP IS 27 DIAMETERS. >,• ON MODULE $NJ � 3. FOOTINGS EXTENDED TO SOLID UNDISTURBED EARTH FOR FIRM BEARING ANY >� SOIL CONTAINING ORGANIC MATTER OR MUCK SHALL BE STRIPPED AWAY. Lu ROOF TO EAVE B ROOF TO BEAM C LUMBER a 1 . POSTS: DOUGLAS FIR #2 DENSE FREE OF HEART CENTER OR DOUGLAS FIR TYPE A PERIMETER WALL CONNECTION 1/2" PLYWOOD W/6d GALV. x F' SCALE: 1"=1 '-0" B.OX @ 6" -0.'C. @ EDGES & , A3 GLU-LAM. CONNECTION 2x12 BLOCKING W/2-16d ' SINKE'R EA. END & 1-16d 12 O.C. @ INTERMEDIATE `2, FRAMING: SPRUCE-PINE-FIR #2 & BTR. OR D.F. HGL 24F-V4 , . SCALE: • 1 1 '-0 SINKER TO' BLOCK S_ UPPOR`T'S Z - 3. SUBFLOOR: SPRUCE-PINE-FIR COMMERCIAL & LOFT, 3/4" UNDERLAYMENT @ i� 2-16d SINKER EA. END OF MAIN FLOOR. t ,� BLOCKING TO RAFTER F 2-16d GALV. BOX FROM 4. BEAMS: -2—SPRUCE—PINE—FIR B.U., OR DOUGLAS FIR HGL 24F V4 HGL La k. 0. J 2-16d GALV. BOX FROM RAFTER FLANGE TO WEDGE RAFTER FLANGE TO WEDGE 5. STAIR STRINGERS: SPRUCE—PINE—FIR #2 OR BETTER. • 6. PLYWOOD: SOFTWOOD CO W/EXT. CLUE, 1/2" INDEX 32116. 7 DECK FRAMING' WESTERN CEDAR #2 & BTR. OR BROWN TONE H.F #2 & BTR 4/12 WEDGE W/Bd GALV 4/12 WEDGE W/8d GALV NON- STRUCTURAL NAILING BOX @ 12 0 C: t BOX @ 12" O.C. SUGGESTED NAILING FOR INTERIOR LINER, TRIM & OTHER NON-STRUCTURAL UML 2-2x8'S BU WITH 2x— TOP , BEAM PER PLAN MEMBERS IS GIVEN IN THE NAILING SCHEDULE. PLATE VAPOR BARRIER • POST PER PLAN • THE 6-MIL VAPOR BARRIER MUST BE CONTINUOUS OVER ALL PARTITIONS. WHERE hinaRb JOINING OCCURS, THE MATERIAL WILL BE OVERLAPPED 6" MIN. 18" MAX. AND CEDAR N81D� EXT. WALL PLANK W/6d HELD IN PLACE BY BLOCKING IF NOT OTHERWISE SUPPORTED BY FRAMING MEMBERS. SIDINC NAILS BUILT UP BEAMS USE ,20d GALV. UX @ 32" 0.C. TOP & BOTTOM STAGGERED 2-20d @ ENDS & �.�-��„� , JOINTS. w DECK CONNECTION & MAIN FLOOR DETAILS SCALE: 1"=1 '-0" REPORT NO. APPROVAL NO. l 4 73117-73 69-31 D -_ E F IC80 SEE REPORT NO. T&G EXTERIOR WALL PLANK 1949 WITH 6d, SIDING NAILS 1%2" PLYWOOD WITH 6d GALV.' BOX POST PER PLAN, DETAIL 3/4" T&G UNDERLAYMENT @ 6" C .C. ALONG EDGES & 12" O.C. "F" OR "G", SEE CROSS PLYWOOD W/1 .3/4" RING _ "THIS DRAWING IS 90NSIDER• •. #420, SPACED DECKING WITH ALONG INTERMEDIATE SUPPORTS. SECTION SHANKS @ 6" D.C. @ ED PROPRIETARY. IT IS NOT TO 2-16d SINKER @ END '& OVER EDGES & 10" O.C. @ BE REPRODUCED, NOR IS THE EACH SUPPORT RIM JOIST -W/ANGLE CLIPS INTERMEDIATE SUPPORTS INFORMATION THEREON TO BE x #780-3 @ 4'-0" O.0 "#780-4. ANGLE CLIP USED TO PRODUCE PRODUCTS., } Il NLESS WRITTEN CONSENT IS - FIRST OBTAINED FROM LINDAL "' a CEPAR HOMES." SERIES DECK JOISTS / NAI!IHG SHEET PER PLANS . 2x6, PRESSURE TREATED SILL MODFL - I i 2x6 BLOCKING W/2-8d- 16 TJI GALV. , #-/80-206 II 5/8"floc 10" A.B.-(N. 1 C.) @ BOX ,EA. END. QBL BLOCKING FOR .CONNECT Gfl - 11 -4 4'-O" O.C. & WITHIN 6" OF BELOW POSTS L#_, 1-1, REFLECTIVE FOIL N-2 c L CORNERS & JOINTS IN MATERIAL W/DUCT TAPE @ JOINTS ' FLOOR BEAM PER PLAN SCALE OWEL PIN OR eQUIV (N. I C.) FOUNDATION WALL PER CODE - #180-206 FOR 2x10 JOISTS c : POST OR ALTLRNATE METHOD 4180-001 FOR 2x12 JOISTS DATE = FOOTING (N. I C ) OF SUPPORT BY OTHERS 10-05-87 � W � FLOOR BEAM c �J GRADE T /f J� PER PLAN DRN. 3 N t ' CKD. APPO. • f • _ r o p PAGE „✓ q • ' FOOTING PER CODE DRAW NO. ORDER NO. i 1 N2-002 „ - -- - V t A . , RIDGE CONNECTION- GENERAL NOTES SCALE i"=1 '-0" THE PURPOSE OF THESE DETAILS IS TO SHOW THE BASIC CONNECTIONS NEEDED (2) 1x8 RUNNING ETTIRE LENGTH OF FOR A STRUCTURALLY SOUND BUILDING THE CONNECTIONS HAVE BEEN CALCULATED ft RIDGE WITH 2-16d SINKER FRON 2x2 TO DEVELOP THE STRENGTHS OF THE BEAMS, POSTS, WALLS, ETC OF THE MOST THRU 1x8 INTO OTHER 2x2 NORMAL SIZES AND TYPES OF BUILDING. 2-16d GALV BOX FROM FOUNDATION RAFTER 'FLANGE TO WEDGE BECAUSE OF VARYING CONDITIONS, THE FOUNDATTnN AND FOOTING REQUIREMENTS WILL HAVE TO BE ADAPTED TO LOCAL CONDITIONS THE FOUNDATION DETAILS DO NOT NECESSARILY REFLECT ALL CONDITIONS. THEY ARE ONLY A SUGGESTED USUAL METHOD OF CONSTRUCTION. 1 . CONCRETE SHALL ATTAIN A 28 DAY STRESS OF Fc '=2000ps1 (UNSUPERVISED x/12 RIDGEMOLD W/8d GALV Fc '=675psi) MIX SHALL NOT CONTAIN LESS THAN 5 SACKS CEMENT PER BOX @ 12" O.C. EACH SIDE CUBIC YARD AND NOT MORE THAN 7 1/2 GALLONS WATER PER SACK OF CEMENT. Ind I� �I 8d GALV FINISH STAGGERED -` 2. REINFORCEMENT SHALL BE INTERMEDIATE GRADE DE 40 BILLET STOCK CONFORMING OFF MODULE TO ASTM A615. DESIGN Fs. 20, OOOps i UNSUPERVISED. MINIMUM LAP IS 27 ROOF BEAM PER PLAN DIAMETERS. ON MODULE' 3. FOOTINGS EXTENDED TO SOLID UNDISTURBED EARTH FOR FIRM BEARING. ANY Vf SOIL 'CONTAINING ORGANIC MATTER OR MUCK SHALL BE STRIPPED AWAY. H ROOF TO SAVE B RO.CF TO BEAM C `" LUMBER oC P E P I METER WALL C O N N E C T I O N 1 . POSTS: DOUGLAS FIR #2 DENSE FREE OF HEART CENTER OR DOUGLAS FIR TYPE a 1/2" PLYWOOD W/6d GALV. A3 GLU-LAM. W (� CONNECTION 2x10 BLOCKING W/2-16d SCALE' 1"=1 '-0." BOX @ 6" O.C. @ EDGES & 12" O.C. @ INTERMEDIATE Y SCALE: 1"=1 '-0" SINKER EA. END & 1-16d � 2. FRAMING: SPRUCE-PINE-FIR #2 & BTR OR D.F. HGL 24F-V4 SINKER TO BLOCK � SUPPORTS � z LLI 3. SUBFLOOR' SPRUCE-PINE-FIR COMMERCIAL & LOFT, 3/4" UNDERLAYMENT @ 2-16d SINKER EA. END OF MAIN FLOOR Q BLOCKING TO RAFTER t 2-16d GALV. BOX FROM 4. BEAMS: 2-SPRUCE-PINE-FIR B U., OR DOUGLAS FIR HGL 24F V4 HGL 2-16d GALV. BOX FROM RAFTER FLANGE TO WEDGE RAFTER FLANGE TO WEDGE 5. STAIR STRINGERS: SPRUCE-PINE-FIR #2 OR BETTER O . R 6. PLYWOOD: SOFTWOOD CD W/EXT. GLUE, 1/2" INDEX 32/16 JOB RIP #412, 2x4 TO 1 .7/8" NET. 7 . DECK FRAMING WESTERN CEDAR #2 & BTR OR BROWN TONE H.F #2 & BTR. 8/12 WEDGE W/Bd GALV 5/12 WEDGE W/8d GALV. NON— STRUCTUgAL NAILING BOX @ 12" O.C. BOX @ 12" O.C. SUGGESTED NAILING FOR INTERIOR LINER• TRIM & OTHER NON-STRUCTURAL 2-2x8'S BU WITH 2x!o TOP BEAM PER PLAN MEMBERS IS GIVEN IN THE NAILING SCHEDULE PLATE VAPOR BARRIER POST PER PLAN THE 6-MIL VAPOR BARRIER MUST BE CONTINUOUS OVER ALL PARTITIONS. WHERE JOINING OCCURS, THE MATERIAL WILL BE OVERLAPPED 6" MIN 18" MAX. AND ' CEDAR'NOMES w EXT WALL PLANK W/6d , HELD IN PLACE BY BLOCKING IF NOT OTHERWISE SUPPORTED BY FRAMING MEMBERS SIDING NAILS BUILT UP BEAMS ' USE 20d GALV. BOX @ 32" O.C. TOP & BOTTOM STAGGERED 2-20d @ ENDS & -JOINTS. ., DECK CONNECTION & .MAIN FLOOR DETAILS • SCALE' 1"=1 '-0" REPORT NO. APPROVAL NO. 73117.73 559-31 D E ICBO SEE REPORT NO T&G EXTtRIOR WALL PLANK 1949 WITH 6d SIDING NAILS 1`/2' PLYWOOD WITH' 6d GALV. BOX POST PER PLAN, DETAIL 3/4" T&G UNDERLAYMENT @ 6' O,C. ALONG EDGES & 12" O.C. "F" OR "G", SEE CROSS PLYWOOD W/1 .3/4" RING "THIS DRAWING IS CONSIDER- #,420, SPACED DECKING WITH ALONG INTERMEDIATE SUPPORTS. SECTION SHANKS @ 6" 0 C @ ED PROPRIETARY.,IT IS NOTTO 2-1Sd' SINKER @ END & OVER EDGES & 10" 0 C @ BE REPRODUCED, NOR IS THE EACH SUPPORT RIM JOIST WANGLE CLIPS INTERMEOIATIi SUPPORTS INFORMATION THEREON TO BE #780-3 @ 4'-0" 0.C. #780-4, ANGLE CLIP USED-TO PRODUCE PRODUCTS, - UNLESS WRITTEWCONSENT IS FIRST OBTAINED FROM LINDAL 0 o CEDAR HOMES " iv SERIES DECK JOISTS / NAILING SHEET PER PLANS r 2x6, PRESSURE TREATED SILL MODEL I 2x6 BLOCKING W/2-8d GALV 16N TJI 8�I2 N.T•,$) #780-206 II 5/8'j6x 10" A B. (N. I C ) @ BOX EA END DBL BLOCKING FOR CONNECTOR IIa 4'-0" O C & WIIHIN 6" OF BEUOW POSTS #711, REFLECTIVE FOIL N-2 r L CORNEAS & JOINTS IN MATERIAL W/DUCT TAPE @ JOINTS - FLOOR BEAM PER PLAN SCALE OWEL PIN OR EQUIV (N I C ) FOUNDATTON WALL PER CODE #760-206 FOR 2x10 JOISIS o ry POST OR �r`LTERNATE METHOD t #780-001 FOR 2x12 JOISTS DATE _cc FOOTING (N. I C.) OF SUPP RT BY OTHERS 10-05-87 p FLOOR BERM rJ GRADE r PER PLAN DRN. ° CKO. APPD. z- r P .D ;p PAGE 4� —FOOTING PER CODE ° ` DRAW NO. ORb4R NO. N2-006 2'7 21 I 7 s fi `".w .,"_y •• .' ., ;-k �+ ''` 'yt + '� j ... f FW _ y 11 .s j -.y'„*� ;_ Yx ; , F Tt .�rc _bra; z.,?x ✓ #lr .'si , "� �� ., x, ' ..F1,,y p13#,r r > `� , .. _ ?ter . N R f yi 3 «e - _ r *~ _ 0.t � ,'�°aryy y*o-.* !'',may," 't yt.i i .i •A S' - � - a ��. - �'���.i � `x � ��'" . .. 's:°7=i ,. , „# �1. r a-+ • _ 'y F 1 �'4;", �f f v '� . t -~.' ',n..n r.b,.w` as 'y ,.y. i' y 3"' `-� '. a .:a r." t q a ,' • _ - AYdx, C'•'�' .Y �� ' +r .,,4'rL,, _I '>,f. _ �.c, _ r. a --�^,.. :9"'�� r�{y't^ ,�'�td - T a.�'>�t�.�.x s 7' -i` t + .t .� *" ,.a ti 3♦ - `z'� ' _ ,� 'St a � `a � n{;,� '_ L . ,.. ,x' �.�k. py"„ {' ,�! . :� J3 p � �� " S �e ,Ky � ' ..'N 'k,� ,.. •�_ - .. , ., ;!�'F'., - 'w� :a.�,°=., ;X^;:'`. —_ ,,+.• - a y}_ �> Y# a'r r yv 1 #Y' .. ,i �y ti •4 4 a x �' s -J - ' s 1 a.. s F m.,s+ff,'�a,► . .` "�, _ s ..b i' " _.. , d 1 - ,:+. idF, ° s .. x _; �� ,,..... 1 `k:. f I - r V �- g', y Q0.-CCX 1/2" PLYWOCD'4_10" FROM EXT. WALL 7 A `a K) •r 1 x , .. ,;m _ _.^.,#.,h..' 'AMONG. USE * 6i- �" `�'1!4" RING SHANK) 2x2 �RAIL`; ' " 3° 'x '��` A D.C.0. . @EDGES AND i��' O.C. ! CENTER. g 6 D.C. ;� �•" a. - , ` 8. 2x1 'i[ - ,r. • , Mii�yr ■ , _ �"'x =,; '' �4'' a T6G LOFT FLOOR #4i '�:,.���;: `x' ;�� o ,�y :o .,� � RIM ��w .r• a �� �,•� ,�'�' 1{, a*1!j 4Q VI sr ^R aJ � m _ , �♦ f r � nN'.f - � .+ • LL .fnx LL in Z , _ LOFT FLOOR BEAMRw , cc p 4 J : . JOB CUT t�412 PER' PLAN IL Q • o LL 2x4 TOP PLATE .. ,, w ,. . : •, i -; n• S• to x 4 z •NOTCf STUDS TO u w 1. a ACCOMODATE 2xi0 Y ` sM412. 2x4'S ! 4'-0"' m .� W ` t• a` N m 0.0 FOR DRYWALL ! '; E FRAMING 2'-0" O.C. FOR .P;NE E +; z U OR CEDAR LINER. x a TYP . SECTION THA r ' := -'` ° m • "�' SECTION THAIt INT . PARTITION -�_ " 'N J m Ix m a TYP . SE I, .y`= * ° INT . PART I T ION WHERE LOFT ENDS f a s rg WHERE LOFT ENDS CROSS MODULE & � _ `- rvd, ` S USED - �' 2x4•S ! 2'-0"` 0. OFF MODULE PART . 2X2. RAIL I . Zvi 4 ! ', .F•�' y. ® Q CONTINUES UP ' 1 a �"'""•mfr t. d. a w SCALE: 3 SCALE: 314" i'-0" z - A. 'kIF o yx w _j LL ,7 i N-U 4, ¢•, V' 4• r o y�� . +�N. U) ai 1 N Z O Q �1 n. �h'7 0 a. z �x°'f o _j a SECTION THRU w 0780-2 STRAP' r . .� � _ o a Q TYP•. S E -' " ?.NT . PARTITION .b U. W v o 3/4" T&G UNDEt}L.Aa. PLYWOOD SUBF d a.. N , OFF BUT PARALLEL L o ";L, o o .; ISOMETRIC VIEW ♦ � 2 yr* TO MODULE & UNDER T T ON THRU w aN SCALE: 3/8" 1'-0" ;, A•4+4= " m LOFT � *` � x': SEE DOOR SCHEDULE BELOW P'AiA`fi'I�I0 " ON � � • � _ % p SCALE: 3/4" i00U�,E UNDER ' LOFT, N _ ,.,. ..{ _ , SCALE: 3/4" - i '-0" 2x2 BLOCKING 4� 3` w • :t 2x4 STUD -SIZE" a PART NO. 0�8CRIi�TU�N HAfNAi , • , € ,°>n r,}" . ' w HORIZ. 2x2 A 8 C y i.3 3 -0 6 -8 SOLID C AK AG 2x4 STUD 3 -SR S.3 8 2'-8 AK w - 6 _8 SOLID LA E s ; 0 u ♦o PARTITION TO EXT . 1- s. s _ D A A c ' 1'.3 2 .-4 AK A E Y ..j 0 IV z X WALL CONNECTION y 732-SA _ s. w o N tr N i. - LID AKY AGE 0 IJ N z SCALE: 3/4 I '-Om 734-S 1.3 �'� aom► c°� 3i-SRX i. 2 - OL 0 AK AGE LOFT BEAMS rr POCKET POOR FRAME 6 HARDWARE 0 8 _ 988-APKT i526/BQ '` Q ca 0 cu 0 cu PER PLAN O Y;� SECTION 'THRU �- 0 �+ 0 . 7 'l r • $88-BPKT 1530/ POCKET ODOR FRAME 6 HARDWARE STRAP'POS �. ,l T..' -PAATITION�� �. m * WITH *412 z T .iNT flri aooRS _ n _ v ;` = WHERE LOFT ENDS m a 2x4 W/iod ,, t I • {"'" ,�r ill � •SINKERS _ , x MODULE & PANT sszE` i�.� .d r � PART NO y - �8CAIIt�N HAADWAt� w �. � S�NTINLES lP,� .A TYP . SECTION THRU x � 97 2 -6 ` 6 -8 OAK SLABx I OLO S MPSON ; k SCALE:: 3/4" - i -4" — °° �0 j 6 -8 OAK SLABF B FOLD SIMPSON x INT . PARTITION CROSS 9 3 2 4 - _k OAK SLAB, O 0 M SON MODULE UNDER LOFT +x -�; t':v"ti -L 9 5 4 -0 ",._ -8 AK SLA3 OLD PSON r t gk t1 � y z . SCALE: 3/4" l'-O" Q c' MPSON UNl.E88wldt' .Y 976 5 -0e> -8 OAK SLA ;8 OLD POST PER PLAN 07'80-2 STRAP 977 -0 -8 OAK SLA 8 FOLD MPSON ftRSTOBt �` TYP. ; fERIOA BIFOLO DOORS L� x POST TO BEAM F.sr� a SEM99 , '4 ..• ..y AT LOFT -- L DETA >S" N 0 N S T R U C TA MODEL ; � �• SCALE: 3/8 -1'-0° �r ° x , �, r N = ` UNDER . _ = } I PARTIT;j, DNS I� ND LOF POST TO BEAN N T E�R I 0 Vzl • a., INR PARTITION 3-2x4 _414 F e >V p a N ;A6�its 1y#!� { /�/ .$. «"a f ��-„ trF ry x.. °� ' _ zed-t O • Y—C� - ,e1e 4 „' ; LS '' . ,4 /���a i/2 - i ♦ ty x t 0IEll�a. t�ENINt3 STRAP,FA• SIDE �,T_ � 4i' TO �TAL Ftn t. OF OBT, W/0412, ADD i, '` DOOR WTl�t'H & 5I8,".. .r OPENING TYP . S CT i ON THRU' ` - 2K4-d ITN ��d , : Dooa Wx �. Fob r . ROUGH A�, . �� ram + - - _ �- SOLE, PLATE Y..,�. Q "` q ` '# �' `SECT _ U . M y ION°; .A INT_ PATITION sztE " _ r� ROUGHING �" #, DESIRED TO ALLOW 'OF;�' UT E 'r t � . CAR ? .bR a`ElTi It OR COV'ERINGS,a �� •_ �t� ,� � s. ',,, .u ptART I T ICS WHERE'-LOFT` ENDS - ,� ,rte *r_ � R����'.��► f G 4 �� f , ,dk • , r �- f o , , ,. „1 .wr,�.;-e, , _ ..,ap°a Y*- ," �1 •'•-k � ,�� *H � LOFT ENO , CA055►� lODULE & .° P.0$� ` ER"PLAN f,;♦, LE, s "'f` + , , • . _ • - ` ^ ., „ _ , t �` �z, �'� ,`y.a.rs,.. =�r, .�'" ."" .. {k.' ^ yy ' QDU PAATI'�ION- . '`' ,UFOs. ��:aw CONTINUES !�P' � � w�a, .�w/DRYWAf�l . ` '`•': � T PARTS � '�I ON, •C,, COP�H� � 2' �� �� �zDTH 9 W s ,� ,p - „ , ��'r '"+�"S'�-T •,�n+„F"_ xx��,}} yr f �.�,3 4'` i -0 R'. A C: WITH �- SCALD 1/ 'ar,” ._ :� R9 4 a , -aa x SCAt,.E / 4 w.�I�{{ NE �_�=��; k � �L. G D♦ GTO�t r� �: � Y� � _1 ",1�'^w', .Ni♦ `Y,^ P' •\ —.♦♦.1I, �� PINE _ , Tf' S pv.fr `w•lt ,f k - `;mss � � i , ,y� J. "�,`z'F{. �{. n - . ,. - :'fit} -' .Y4• }.. i' ,e���""���f '' ,.,¢ x;ti� ,'+�, ..5 !y' ,yi4� � _ c .. . , __ fa+•�ya1�.".��.r`i�. _ �� ,`R'"H-r_.d ix i,'*�va�,'yrx '' -N1�;.., � � .yx. - , ../ .lv+ •� _ _ t,..� I ♦ ,F 3 ,r .fir �, _ " '''•k''.,`•'�;-% t °' - Sa{,oa_ - ,"° - .. .,r ,. - ' r� ,a"'; 3:;� r,;- ;�r, „ t- , >s,„+. ,•a s+c. .=,y, #- .. 7°�, x ''`'-�#",, .� T k: a S. ('' C x• '!- ?a"r'- l +2 y yv '�4 - T°'� � . d a ^A R C• rP1rs' r - hart f �r� tiw ti.. :2i; :�,�ry ^/., � �.,♦.Nt.. Jc IT+y i ,qh'' ak.. -at �.4 A Y �'.._ .A:Y+fie�_'„Rr• f3w - �i♦.£��>'!+�i zwnmss 4' ..5 Mi�.Pfi1 rr:�.',C.s=k-I?+e.K4a"..:�• ,.w.��,:.t,ii,�l'rwL'.S.�:T..u,..�.,. ,x,.,...a,. �i7'I,S,:a.`isa,�.,�t`+oia..''`:� ai:4w....,:,..:z.�°a�.�..+.;,.,,.s'�iy..a«s:��.:v-iS,w,.W&+ .�' ........a'.�,''-�^„a , „a� "r� y _a.,,�s�„�a:.b`` $' � °•'` ,kc� ;”f''i�:i . _ M''( t' -v� _ � °y-'y ',e _ �, _ , ."jx ,�:�-t'� m y. _ �4 e ^s. 4, • . y 1 "�9 .d-. �� :rr"'-`t� �r,�.-� �{' � .rte i , F ,.;,4 ])���'''^�"�j\) _ _ ., a � 'T ys",c ,�' t ��a'" ,s y . ,a � �� �y� +`s^�{q�'��� +"• �'j bt �` #r+�,. a� y td' •ire/ t"'�e_.5 ^ 's""= " <� >• ra' - , 3 °.��-�'r ^a - y� w�}.. y �'•"r. :! t. 'ty'�=# '�•r `';�4:�.j�_v _F.� �.,�-r, '� _LlM � �•; ,�" ,. ,o�"� - .. _. ^�u+n'{ ..,. ` t• _ " �anE°m, � �t4 :� 4 ��::-'ti.`�� 7 �'}^. •,-,p,r ! ik t� ' Y °� '`" I'.._ u,�y^` �y47 1 . o a t � k J �(1..u , } � Y�4 � . � °f"PMwT A t« q'Y^ •. � .. r }i .. - LL : -b 4.,y�.• „'" p,;' "it V.c 5r ,��y +*F`a' ` , `" wr `t' • }x g. .. x ^ ^' a,,s a - j Ftl %� t 3'.. - 4 - > �,� G,«.r: '_ , • � �' � 1�" ,. - ,,� �• � . c t +�.' '?tea • <, ' .. `� � ,1, _ '4, x<'� -`• � � a 1 � ' x, +`a t� '?.., -'f" :A - - _ .+< "fix• 1 a q •>f § � � ,� "��' ��' �"„ t`•�� L��'� ,,,n'�`�"?�' _ _ .•!r' • < _ 'i� >�'�'X." - • - - - '•'i.�, `,+.. �_ . 3 � +, -�'"•t_r ;e...._ _ > ,�..ti.. `� �i �` ... �� :", 1 ` � �:� .i r,8 r°a� ac;a °s�` � 'r>b",- _�{ a :�'.��„. {,..-t't.•;gt�4�t,F:, .�a• ,S„.� e 8 Y . . � y q+."'�. �'- ��„s -e��e ,��' {{ � ,�.. + 70 t a'�, 1�; r.” r0. f `>•°.+a Z` _ y i '•rhF �- ` N '<r i' .�.A.. '{.r` _ ;'x _ >�'4f > lf, rrt. ,k:=' r ' �,r' .y *°° �. ± ��1 • e t `e { 'p0OF BEAM a.� e .,..- y,'�° . �a�Y' � �TEI1 PLAN yt'.'a^�bxe,,, ,='• yq' ?+; ' .� , W . , -�' -• ,yr?„ - :x' j;� .r, y ,, �'� . r y .�,,Kx Rk,r < a- 3 W cc -; ¢ sya`, ki ♦y I .�{{. K L `'G,C'-S K V i(b i < F a > : ,• la M v W C k ��e LLL W g R' �,1^ ` -T• SaT FZ#.:v Y 3'$y.k' �". �' 1�r'?' ci r �' �1 Li ^� ,• . �'��'` -�,k�., 4� ”"i� ;�ei a _ �Tr r s • > \Y '� `V J jm�J O � �,.` ��f` • ` _ „ir.s.z +-.,,� d.r�"•e Ix Zip I (0 �t O tf • (p (p �u.� t'��'Y F{'~�`,M1 •.i y„ yy.._ 4, - n .. ` 6� * 7+ W 4X_—POST : cza Y �r `• �, PER PLAN �'•6 ms`s' " "-..'�ti. + _ , Y A`t ' c$x .r „±`e} .'� ♦ 4. I,es b�"-yrr .ai '(`_"�.efgk`�'r • } , a4-'a"if r#' ',� n t.` + `k { �'3 � • � ^#,. � mart§-j li<y-?F:d,y. '5� f yJ � t .• \ • f ». ' • • T� ,ice. .�, iY-,6a J Lr J CC JQ w JQ h ^ � k n x • •-ate •e-.,`•�r<",�,�'r_r� 3 W 1 j 3 W >_ c _ -Y Q Z'Q t ° ° ° - TYP . SECTION THRU - ^` v ci o w v ci ci o w TYP . SECTION THRU INT . P6fl ITION OFF x z X z NT PA PARALLEL cu Q " H cu o CUD , H I RTITION ON BUT TO �; a ..j " o J MODULE & FULL MODULE B FULL see, ( N �z cu •+ ( cu z EIGHT EIGHT - v a .sQ H. V M . SCALE: 1"-V-0". SCAl,.E: 1"•1'-0" X412. 2x4 S R 4 —0 d ?` M1Yx D.C. FOR DRYWALL @ ` r`VIP,, ' , ryf� `a+r ° `� 2'-0" O.C. PINE yy�^yf OR CEDAR LINER. a. B ,'k�F,Y 4 �- -s+,..�E,� •• my � t O Z• O s W J W € , ISOMETRIC V I E I+rl 0 ," y ' W N cu - SCALE: 3/8" - V-0" e= . _ cu i w cu V SEE DOOR SCHEDULE BELOW co H ..�`a.,.?. a W iCl (L •V Q1 F✓ t 1� j to is cc w" . -' SIZE Y t 1 e 3 PART 140. �a DESCRIPTION HARDWARE J x �g 729—SR 73/8" 3 —0 __U*—8" SOLID CO AK b SCHLAGE r 3 yr r •� e w 2 — 7 x 30 SR` 1.3 8 2 —8 —8 rw SOLID COR 0 K S HLA _ +, . ..� '' `�.u" p 731—SR 1 .3 8 2 —6 6 —8 OLID 0 `OAK S HLAGE 732— R 1 .3 8 2'—4 6 —em SOLD CO OAK SC LAGE ra 33=SR 1.3/8" 2'—Om 6'-8 SOLID CORE K CHLAGEh ". 34—SR 1 .3 8 1 —6 6 —8 OLID CO AK H AGE ' ;. k�, .r ` " ` ` 731—SRX i.3 8 2'-6 — SOLID CQ AK SCHLA E a r z 988—APKT 1526/5@ POCKET D FRAME 6 HARDWARE — r k .: ;;. , # Y 988—BPKT 1530/68`x• POCKET DOOR RAME S HARDWARE , 1 r•. TYP . SECTION THRU TYP . SECTION THRU INT. PARTITION OFF TYP& INTERIOR DOORS f ` HI U I T . ' ' ,. SECTION THRU JUT. INT PARTITION ON BUT PAAA_ LL TO .r n� �• ' �� "20 A ITION FULL HEIGHT ODU E FUL _ �A T` M L is MODULE, FU .L -HEIGHT SIZE T s ay a a k9FF 1 +° ' . ,"CROSS MODULE HEIGHT & V RIDGE 6 @ RIDGE' PART NO DESCRIPTION HARDWARE SCALE: 1"-1'-0" SCALE: V-1'-0" SCALE: 1"-V-0' _ A m 972. 2 —6 —8 OAK SLAB FOLD SIMPSON "THIS r,t F?ER RAFTER PER PLAN —8 OAK SLAB BIFOLD SIMPSON ED i7>P00, PLAN 97 2 —0 tilt a" 4ste 4 3'-0" —8 OAK SLAB CPO L5 S MPSON t�359, 2X4 LADDER ,. 97 '—0 _ -8 IN ORWAlI „ 5 4 OAK SLAB B D SIMPSON US ORt i►ttb000 BLOCKING 0 24" D.C. OSEdTO PI�OtI 't 9 6 5 —0 •: —8 *OAK SLAB B FOLD MPSON ON LESS Wig °� <<r ., 977 ` � 6 —0 � �� —8 OAK SLAB FOLD SIMPSON FIRST OeTAr�r�' ?� b a - A TYP. IN"�"EgIOR SIFOLO CEDAR rtt�Ms. a a0�rs .`.. .. ^ SERIES NON - STRUCTURA�, INTERI 0ETA `I LS IfWVGL INTERIOR PART ��12 @ 4 ,�� 2 "�•.� " ' t " t p `432, 2X4 NAILER„ *41Q E R 1X2 'NAIL' R _ 3-2x4 owmD OPENING DEMENSYO t ; `m:; *_ ' ;, '::t .. rs ► y` . 1 4" TO TOTAL QD(}i ° lD •f 6 S/S" TO°TOTA 4 . SATE 'F� GHT FOR AIN. ROWt�k PENING ( A.LARGER„ x' �,'; �:.�:�,; °<,:��� -� • � . - - ' r ��'� � a -� ' SOLE PLATE " i f`, ,if ;_ _ - __ ♦ OH OPENING MAY BE DESIAEP TO ALLOW FOR e a . "_ • • f Ofd OTHER �.00f� GOINGS.} . TYP. SECTION,`TMAU ' x ` .sz„£r ,; f 4, w. ;:a4, NT i�i4ATIT CROSS TYF? f "SECTI.ON 7h# tis' I '�` '' AATIT ON ; KA h � ODULE G UNa =� N •-•• I } ',f ipooR OPF.rrINS oIEN :.. c �s�•' .� M E SETiT S'� s�, - rty ' pit. �s." v '� ;SFa' ME 3�- : �. 3 t b 1� P .. 'INT , PARTITION CORNER �, �. " FU CIE GHT ,. _ .� Tt3 TaYa4iDDA,�iI ,2 ToYQTa DooR . ALE` • P.� >~ , r t Q �' RA S �' F�tLL `I Y 1-. * ;; §„ ,,,; •. £ "'s a=' x. �vA1 .r *• M_/�• �xww' �° ALE: =1/.2" ''t i` � T F> _R( OPENIN NSIGN. GRA4N 11th rw ,x,p P,rt'x P F !• .. £ r > . Sc .L..py - i , '"� �✓ T• f 1+°'.{ _ _ - Ye t_ , l __ ".r`. �`'` ^" a 1 ,l%,i+'.. t ,� •., �b 14 ;. F? -. '#� n 'a +�",�'�r.,-`r°° '� .��` '��� 'b�;y.,• - e,e,,.,•" ,., .tom ►a,5, �1""" -' �- '�4y:� �,� `Mb! a .,�Ka.. A,�,-,;^�b fix, ,�: # 5. ' r,° `�a - w r' ♦ r ' 4 t t F ♦•. - ^fir �aF ,.> Y +"k c _x f"",• ..� F - s a '. x '�x .� 1� �".� EXT WALL-PLANK t, INTERIOR LINER' POST PER; #412. 2x4 JoI3 wr r NOTE: IF ADJUSTMENT OVER 1/2" PER PLAN PLAN NAILER WEDGE BECOMES NECESSARY s PLYWOOD CABLE TO BE JOB-BUILT - TRIM DOWN 3. 1/8"x T AROUND PERIMETER BEAM N631. `CASING _ 3.1/2" SPREADER TO ` 3. 1/8"X3. 1/8" H-2 H-2 #bS;i WEDGE - LINES f? EXT. WALL ' PLANK 0412, 2x4 PLATE I — _ ,,e OVERHANG* ONLY I = 0470, TRIM WINDOW PER PLAN y • WINDOW PER , H-1 PERIMETER BEAM ., PLAN H–1 1/4"ox4" THRU B CTR. NOTCH SPREADER FOR- POST ONLY ce #457-C, lx4 TRIM CONNECTOR #783-4. EA SIDE ` EXT. WALL PLANK _ _ – " #618, WEDGE u" 1/2" PLYWOOD 0620, WEDGES SHEATHING #429-C, TRIM ' 1/4"+x3" LAGS }. EXT. WALL PLANK #462, EXT. OVER 1/2" PLYWOOD 0635, FILLER SIDING #783-1 H-2 �_3/8"�x4" THRU BOLTS N PROW FRONT EAVE SECTION. PRCW FRONT FACE SECTION , 1 WINDOW #700, 1/2" PROW FRONT WINDOW SPACER CONNECTION `n LU SCALE: 1. 1/2"=1 '-40" SCALE: 3 -_1" " PLYWOOD SCALE: 1. 1/2"=1 ' -0" ce -0 , CL G _ #795-5/8, x #470-C, 1x8 .TRIM. TOP & BOTTOM 'i FLASHING #322„ 3. 1/8"x3. 1/2" PERIMETER BEAM - #620. WEDGE TO BE ADDED L 4 SPREADER. SEE NOTE POST TO WINDOWS @ ROOF LINE. JOB CUT #457-C. TRIM ON SIDES• ABOVE Z ' CAULK WELL. - I #783-4 In � W 4 POST PER PLANS #429-C, TRIM _ �• - WINDOW PER CUT IN FIELD = � Cp23 . WEDGE WINDOW PER PLAN PLAN #457-C, #783-3 ' \\ # a #61E. WEDGE TRIM R 1/4"�x3" LAGS � O 3/8"�x4" THRU BOLTS \\ 0783-2 ' #322. .SPREADER SCALE: 1. 1/2"=1 '-0" , y – PERIMETER BEAM 1/4"x4" THRU @ CTR. { - - POST ONLY ' - INTERIOR ' m EXT. SIDING bVER LINER PER #783-4 #635, FILLER - hi oRb, t 1 ) SIDE ao 1/2" PLYWOOD PLAN – CE011118 nES #620, WEDGES SIDE EX VIEW T WALL PLANK #6.35. 3/8"x1. 1/2" OVER 1/2" PLYWOOD_ 1/4" x3" LAGS \ ; NOTE: SEE DETAIL G PROW FRONT* FACE SECTION , 2 WINDOWS TO FLOOR FOR ENLARGED SECTION { PROW FRONT SPACER DETAIL SCALE: 3"=1 `0" PROW FRONT WINDOW SPACER CONNECTION #783-1 3/s"�x4" THRU BOLTS SCALE- 1. 1/2"=1 '-0" _ SCALE: 3"=1 '-0" REPORT N0. APPROVAL NQ � SCALE: 1. 1/2"=1 '-0" "'�. , 13117-73 69.31 ICSO SEE REPORT NO. 1 - & BOTTOM � 1949! � - BOTTOM #470 C, 1x8 TRIM, TOP • #470 C, 1x8 TRIM, TOP GENERAL NOTES JOB CUT ( 3 ) 1 '-0" , 2"x4 JOB CUT #457-C. TRIM ON SIDES JOB CUT #457-C, TRIM ON SIDES " i OR CENTER THIS DRAW1�1{3 IS CONSIDER- BLOCKS FROM #412 F R LANS SR PLANS 1. THE USE OF SHIMS AROUND WINDOWS IS COMMON PRACTICE, ED PROPRIETARY.FIT IS NOT TO POST PER POT PE H011EVER, THESE SHIMS AkE NOT SHOWN ON THE DETAILS BE REPRODUCED, NOR IS THE INFORMATION THEREON TO BE SIZES & PLACEMENT MAY VARY. TOLERANCES HAVE BEEN USED TO PRODUCE PRODUCTS, DESIGNED INTO THE BUILDING FOR THEIR USE. UNLESS WRIT'I`EN,CONSENT IS j FIRST OBTAINED FROM LINDAL INT FINISH PER PLANS - ' 2. ALL JOINTS SUBJECT TO AIR OR WATER INFILTRATION CEDAR HOMES." #336-6,� STUDS MUST BE ADEQUATELY CAULKED, SUCH AS AROUND WINDOWS, SERIES • EXT. WALL PLANK WINDOW PER WINDOW PER DOORS & BEAMS PROTRUDING THRU EXT WALL. PROW OETMS PLAN PLAN MODEL 1/2" PLYWOOD 3. ALL CONNECTORS, NUTS, BOLTS & MASHERS ARE AS 12/12 PER PLANS. FOR #336. 2x4 4. IT IS VERY IMPORTANT THAT THE ROW WALL BE POLAR WALL STUDS CONSTRUCTED ACCURATE0,ACCORD NG TO PLANS. TO TO SCALE #618, WEDGE INSURE PROPER FIT OF GINOOWS a #635. FILLER #618, WEDGE - #618, WEDGE DATE I z EA. SIDE EA SIDE I EA SIDE �8-17•'87 ° PACK VOID WITH ` ORN. ' - FIBERGLASS INSULATION #6. RE-CUT #462 9, MOLDING #619, MOL(�ING RE-CUT #462 _ EX-. WALL PLANK EXT WALL PLANK CKD. APPD. OVER 1/2" PLYWOOD /', OVER 1/2" PLYWOOD j ° • PROW CORNER CUT , EVEN MOD , PROW FRONT PEAK CUT ODD MOD ° PROW FRONT - PEAK CUT PAGE 3 r SCALE- 3"=1 '- " SCALE- 3"=1 ' -0" SCALE. 3"_-1 0" r 0 � t DRAW N0. ORDER N0. ` r � , •�� `' /• 2'-3 3/16" ° I F / .-6 3/4" 5•-0 7/8•, 5•-o.f/e" 2' Q W 2'-6.3/4r 5 -0.7/8" •-8 3/180 -. F '-2.5/8' 2 -0 3/4. d Q 5, 3/8. F- G' q0 #412 ( r r !t •-6 3/18" '"6 3/16" 3/8' 5`-0.3/ J U ' ED Z O + N 775 776 o OG aD 851 C-4 \ j 848 / • n 837 WINDOWVISIONS f 55F SLIDING GLASS DOORS , OD M 55 LEF 849 56 RI,G 855 856 ,a 0 w 849 56 RIGH 847 / / 3'-2 5/6" n / 2'-10 5/8" FFt--' " OR 6'-0" UNIT M ° f�, 7 3'-1 3/8"2'-9.5/8" 3'-1 5/8"847 O 849 845 m n703-AW 702-AW 724-0 848 70, 851 \ o / J HOR. FRAMING 10 m #343 #351 (ABOVE & BELOW #343 WINDOWS) LiJ _ #351 #351 COASTAL ATRIUM DOORS NOT AVAILABLE a " I N THERMAL 2•-10 3/8" 3'-2 3/8" EXTERIOR x I, UNIT DIM. = ACTUAL OUTSIDE UNIT DIMENSIONS 2'-83/8" ' FL'=LEFT HAND ROUGH FRAMING OPENING W R F.0 = 1 '-0" ^ F° 2'-7 3/8" 2•-s 3/9" 3­1 3/8" r INTERIOR SCALE- 1/411 A e a.� z W N D OW AIL SHEET a #635 3/8"x 1 . 1/2"FILLER �` 3 W WHEN JOINING WINDOWS TOGETHER J 'FR'=RIGHT HAND EXTERIOR � GENERAL NOTES: INTERIOR p,• _ 720-SD3 1 . ROUGH OPENING IS ALLOWING FOR 1/4" GAP AROUND ENTIRE WINDOW. 720-SD1 720-SD2 CAULK °, NOTES 2. SHIM BOTH SIDES & BOTTOM. DO NOT SHIM°TOP OF WINDOW. m 1 #725. R. F O DIMENSIONS DO NOT APPLY WHEN DOOR 3. NAIL FLANGE ON BOTH SIDES & BOTTOM. DO NOT NAIL FLANGE OV '° ;� IS PLACED BETWEEN SUNROOM MULLIONS. TOP OF WINDOW. - " 4. A PERIODIC APPLICATION OF A SILICON SPROTECTION REQUIRED FCR 2 DOOR MANUFACTURERS MAY VARY VERIFY DIMENSION - ALL MOVING PARTS & VINYL FOR S WEATHER TO BE APPLIED TO THE FLANGES TO BE REMOVED) PER MANUFACTURER'S SPECIFICATIONS – A WQODLIFE PRESERVATIVE OR NOTE. (BOTH C WINDOW PRIOR TO INSTALLATION. SCALE: 6" = 1 '-0" B SHIM W LEVEL WINDOW INSIDE LINE OF WINDOW SILL b1nuR POSTS PER PLAN EXTERIOR WALL FRAMING EXAMPLE : p 7YVEK _ OR JAMB CEDAR HOMES � #745—A � ` FRAMING 1/2" PLYWOOD CAULKING BEAD ; WINDOW UNITS CALLED OUT ON FLOOR PLANS 1 W _ WINDOW FLANGE , OUTSIDE LINE OF EXT SIDING I OUTSIDE LINE OF EXTERIOR WALL 'FRAMING NAIL TO FRAMING ' v FLASHING OVER FLANGE EXTERIOR SIDING �' " •g , ` / _ EXT . SIDING `�+'`• oN PLAN V I EN _ FLANGE—DO NOT NAIL REPORT NO APPROVAL) NO SCALE. 1/4 1 TOP FLANGE HORIZONTAL OR 1/2" PLYWOOD 9-31 VERTICAL FRAMING 73]17 73 f _J6 NOTE: ALL GABLE WALL POSTS TO BE CENTERED ON THE 5'-4" CAULK UNDER #745—A TYVEK y ") LINE FOR PROPER W I NDO'N INSTALLATION --_ � ICBO SEE REPORT N0. MODULE L FLASHING 1949 DO NOT SHIM - NOTCH EXTERIOR SIDING ABOVE WINDOW WINDOW HEAD "THIS DRAWING IS CONSIDER- FLASHING SUPPLIED FOR ABOVE AROUND WINDOWS ED PROPRIETARY IT IS NOT TO ALL WINDOWS & DOORS D ET A i L AT W I NDOW JAMB OR SILL BE REPRODUCED, NOR IS THE DETA I L AT W �NDOW HEAD SCALE' 6" = 1 '-0" INFORMATION THEREON TO BE USED TO PRODUCE PRODUCTS. I ' SCALE 6" 1 s—Oil UNLESS WRITTEN CONSENT IS B CEDAR HOMES DjFROM IINDAL A A / C 3 1/8" WIDE SERIES POST WINDOW do DOOR C / WINDOW UNIT MODEL WITH FLANGE INSTALLATION FOR 1. 1" SIDING LINE ND I CATES TOP OF SUBFLO R SCALE •I 4 E L E V A T I O VIEW DATE�1 X89 cc SCALE: 1 4" = 1 '-0" DRN. FCKO. APPO. . DETA I Ir AT TOP CORNER FACE OF * z cr SCALE: FULL EXTERIOR JOB NOTCHED SIDING 3 PAGE A a SIDING FIT FLASHING 7 of c 1/2 CAULKING BEAD ' NOTES• NOTCH SIDING 1/2"- FURTHER THAN INTO NOTCH - - DRAW NO. ORDER DETAIL AT 3 - 1 /8" WIDE POST WDWO01 c WINDOW NOTCH FOR FLASHING. THIS WILL ALLOW FORM ' ' PROTECTION. NOTCH CUT FOR SCALE: 6" WEATHER P FRAME OF WINDOW _ - 1 - n + pow ets a # I o�G • 2 , t �' 'DOltjt'.L�� Chi AMC— LAP � R PIhN ' Ib''o e., i I -- -� - C ^�- s � � 21'3"61,oPIM6 ' � N>�G'' • � I ' o �i 2t-D f6EE p4kN J N ' _ t I Lo ' { I b I• • - 'S PARS r-- , TO I I I i sdUn i� ,►u� I t . ' 51 `� I 3! , -9 fM11NC� f'er-Ply P�H H& 1 art'®t i E, 01, ?0t O 4v fl N I ' I -" GoNGR T� svm5-o"•& DE �'R�N�oR�p I = f ,f lz •-r N Id/ P rA OR u� bxfo Ion to N -r�z�S I �U�wku. AT, f� Id" fr AN V;y2 N1 '� ' �-KVA ?-V+s:'fIG1GlhL AVOLND pP.RIMETElt. I _ �S (q(otl Q'i5 bdL/�l' �'o1R I { I 2N �J/W Q I W1 I-#4S tAfN. .+F WAe o{� w Q � � � 1 •�P�X�Dq�oo-rlNb 0 SECTION B g �-3 S wy rlRilsS-Y'fP— I i t �t R + AvrrANArve,kt 1, k' Ib'�D.G. �_ lY V - Gourd I SAAB � � I + T}l 'r. , V1 A I I V I i LU, io 12'-I Qa f3k pc01G_ , &c�K 'f�plC�►L f i I I i i tT� iT 0 a N,z, T � f "$oNDBPJ�M t �i I (I-Bn N Nr + Will v/ s I I n w o Q O 1 I f d u y CS �'T�i S�WQ 1 l W o + #0'tRttSSTrYF� I `�- D. I -- L7fAt1 !�O PU IRO AT kJA{(, _ V �►VTF.QNhTL' � coN KS" I W 0 :. Q o1111111 Ell, W, �WWSL ��n I Te t I 2-IF5'Pr+36 Carr• 24 G 2'° I 1I_ 171 O% I'-c� ti-o" �" � `,: ..� W _ JOB ®" north ' W i e?' " FOUNDATION PLAN RIMET�-R 'T w bR�+�ru, �4"+x Ail PER 1f iN �IA R� 4,t 2 67 • , ,t u t rs f IIx 12r x 8� �• •� I SECTION C � ! • SECTION 'A' _ ,n �• ,ro�a� � , q ' 2' I Of£01. low "�+'�' DETAIL D S1 I , t ' 1 411 T I I 440 .. STRUCTURAL' SPECS I , N�O . ! O a i 1)r t i daM da4s ZO-ab�rad upon Subsoil study for lovndation I dated al August 199, soils e=ngi=rMiio toga; lrdd her ry I I { t t f L ! ails oonditioee during excavation. ww++ 2) ►11 touMatiom walls around perimeter o! garage shall haw t s I W minSaum 49• frost protection. ! 3)Al concrete must attain minimum compressive atreagth of 3000 , w ;psi alter 29 days. Design based upon SaWnTa CODI RI(uIRI- 1 } Q _, W EMM I=>RisI1nu=C=CRITR (ACI 319), 1999., : I , ; ' . 4) Reinforcing steel is Grade 40 for 04 and 15,bars.'Reinfoso- l L. I !11 �G, r L ICJ X' �f� } I O 6. I • , { i I !' i la placement shall b]Ic0ftf ra With USUAL Of ST111DiRD PR1CPICi, i , I N � , , � i�O 8) ,111 lumber shall be Do 11.42 or batter, except wolmani9ed CSI� °f PI/ I �' I1 Y+'4,' I O, or V x e 12 ,C. uabor Which is sea-Fir i2 or batter. t� 6) ill coulee beams shall be Doug-Hr (n�•2400 psi)• i t W O I D ti D ( �( ' MI r N- o 7) htivotura. st«1 shall be 336, anchor bolts and bolts shall O b A307. A11 structural steal is to be detailed, fabricated i I hnd erected in accordance With AIM SPRCSPIC91TICSTB, 1999 and 40DR of STANDARD PRAMICa. All welding to be done by »..,•��I 1 17 • 1 1 certified welder and contora With Alac and Avg mucwnL �'I''(2� �� RIaIITa CODI, 1990• 1 ( I ! s) i NR:�s end sicro2. are as manufactured by TROs-7oIaT , 11 I �� L 10RPORATIOI, sN shop drawings. All built-up sicrolam beams R ICI O 32 ad, t 1 { i '=at be glued with PL400 and nailed With 2 rows of 166 spikes • U Q 4 9- Dc, Kicrolass deeper than 11 7/90 must be bolted N` �I logether with 2 row*of 3/4■diameter bolts s 49■cc top and N / G W F b)( IO ID lotton. Parallams are as manufactured by XMMLLRII HIGRIDIL. , !) Sheath root With 1 1/9. 2-4-1 plywood and glue With PIA00. %V A N R Lail plywood With 16d • 60 00. 10) Ibeath all exterior walls With 1/20 plywood or oriented I R- ' T ON strand board With minimum span rating of 24/0 or better and line With PL400. sail with led 1 6. Od At panel edges and ' t I I ]2■ cc at intermediate studs. ' er 9+� 1 11) live loads used for design- �j M I �1�, x i6 .r �f/ /�, X 21 IL Is� snow, 50 ps!-aM 2000/ vehicular loading. e -saztbQuake-eon. 1 WIC i Cr ry '�{• (b }� I or �L 7 I�' G O N T• l` 12) 111 construction to comply With the 19ai l)Buildi Building 1 lode (IIIC) a adopted Co the Town of hail Building Depart- h 1 1 u rent and the ■General Conditions of the Contract for, ; j II I i 'lostruction• ! I +11) Construct wells--follows-Alo1).� ; ! I �( IV PICA L, 4 j -exterior-Us g ls■ cc. ; I S2 �0 I N 114) Al beams, joists and rafters shall bear upon walls or beans e @ be hung with Simpson strong-Tie hangers or apppp inn d ,C' or I , 11 ,C, A goals. All connection hardware y mumraotuted S 1 M t V111 liui in their final position, - k( I I 1) �� or I x 1�, ►1 0 I Z d3ring construction It{ I I d the structure while otter be necessary tc shore portlo,u r r W motact the structural are bbueinngg a.regoted. Q O i engineer for oowultation nt. =.required. � I � w ; Lid I N 'r ( co ;14) Cnttactor is responsible for all non-specified connections, I _ mntaat structural engineer for details as required. I — — —— I ! 17) Roo! Craning and concrete garage slab meet be in piece y {_O ` ' I prior to back filling cured foundation wails. I 7 sift,/C�� l j _ I O Ss) CAntraator is to coordinate all diaphragm penetration* (i.e.,' M, { 11` L.L.I N Z O �we•Ys, plumbing severs, etc.) through roots, floors and 1 burhdation Walls with appropriate sub-contractors. General C,ntrmator is xesponsibIg for means, methods, techniques, Cn 4 _ ' wquences and procedures associated with this project. 1 ! ivh Jty onginser emehhts of the missions and conflicts between %Lth that portion of the project.araWings prior to oo-menainq ! 119) Al materials exposed to exterior and/or moisture conditions I I , O b be treated for these conditions (i.e. chemical treatment, _ 0 OCC s:aininq, painting. etc.) as required by code. i ` + r 20) lluonry speolfications, I 1 7 h) Moak shall b.9■or 128 thick With compressive strength , 2 I u I 1J� I or G L 1`j �C 9 2 n x l O ` O Mi of 1500 psi or better. ; a 1; 1 ' _ L )) Reinforcement shall b.- . . O'O Q 0 vertical- 1e hers S 140 00 centered, unless twtell 6 r PL �j I� x I a othrwiw. r �Cr -hori:Dotal-DGRAIIIW. (truss-type) at alternate coarsen a and bond beam with 2-95 bars cent. at 90-0• Dc. a- ,) Grout all cells With reinforcement, solid with llowable � � =t ids Weep holes to verity complete ,y>' /1n -n�oo w�' 8 Z�2„ O'Cr � r A 25 '00 psi Kim.jibrate as required (grout shall be •`, "J Ir 1' N y LLI 0: • 26 ,l ROOF FRAMING ;PLAN N ! IAI tilA6 r �c� a�N-`� �at��FM6 �NI'�FF tJh•i�s`Il0!•I�+♦ 1 I 000 U,F� �P0• a ST to DETAIL E ' ! } Of COL ! '{rI�V,ItTIoIJ I l I SURVEYOR'S CERTIFICATE I, Dannie Corcoran, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to th`�r,t�ast of my knowledge. `-'V . o. i - Date: Dannie Corcoran 1 .�{ O Colorado P.L.S. 16827 NOTICE: According to Colorado law you must commence any legal action based upon any defect O in this survey within three years after you first discover such defect. In no event, Q may any action based upon any defect in this survey be commenced more than ten years Q EDGE OF PAVEMENT--4m� LOT 9 from the date of the certification shown hereon. 0 SCALE 1 ' - 10 ' J DATE OF SURVEY 7 / 11 / 89 O / I N47 ' 47 ' 49 • E 104 - 2 .5 P�� J � F- -` \, ' o Z ELECTRIC OJ� TRANSFORMER TREE LINE Z O 8420 I ��` . ; U 8420 I Ld CD J Ld p Q _ lo' _ > z:D LLJ / TYPICAL EASEMENT ELECTRIC � N J < Y LL — U EDGE OF PAVEMENT / h w > �' �,• LOT 10 m CD / O4b 392 AC Q _� LL ! O O i �• _ (D — U) f g - - -- WATER VALVE �— O o O O FIRE HYDRANT �� 9 b` ROCK ROCK / V1 ROCK L_ L .� TREE LINE I • r ~ N LOT 9 m A 30' ' w • Y I n i f Q O X410 TREE LINE _ a 0 30' WATER , SEWER a DRAINAGE EASEMENT LOT 11 C4 - • 8400 8400 W� I° ISM SEWER EASEMENT I 8390 31.92' \ S42 ' S0 ' 34 ' W 150 . 00 NE7 008'01"W \ 4 82' �_ 0 Q � w te TRACT B J w w SHEETA,r J06 NO. 1129 Ewa `� TELEDYNE POST N21389 ---, - -`. -a,.,,Y,., �_' ,---""'.-•+. "f .,, _• .- '"",,,.,,�; ""_.'" .`v- "- " ."" ; v�'z.'y `mss«_ ..�....c^"'•." 1 ,v., -. _ .. r . z - _ - .. -' _ ,,. ,.•e,,,.,r ....' , -- a,Yv.e�="'rte ",,." '""'I - °.1 ,- Y ` _ !t"� , '( . -__��_ ' X_ ~.. 1µ �' �... ••`r'- . _ -.rte i .-- -, tAA-MfzjAts=-"ro- HATCH _ F 15n4e Hr�usc vEc-K �I:5 •' 17x744 56?. F;-1", OL -r'oPor- ��ISM�jNC-1 HOUSE �SC K— �u�lzD�'•�IL• r ` �pT God 51c^ii �� _�L.� zl Z� � Ex I�r,�► HousE ��cic I i _ CoLorz o� Ho E TEHS ,1 _ t r o� Ex I STI Iic� �IoUSC- 0` IN ' 1'7,c 7 SAW-T E' 'TL)2Ef� k , NA(zr�t3o�.2T7 GAPAG15 4 ``' �9, I z 1511NG-� Sl c�t�E- ►1 � Esli��t�� 21•Z t PeCK) / r 00000, X 000000' II fI �CtvHc.->' X1.4 u.c. . / 1Nr?iGA-tE ` I 20 tt.k� TZ G T>:IO,o - - - - — ' ��IS'TINc-, COI-IToure- \d NSW 4 o 4 ( U[?- ` SL.- I I•G ' .. � �2 �t•3 ::o°' � A"r' I� 121f'r��P SUrZFAGE � / -pr�AiN�C�C I�Ai"Er�' S>'iLi..•ouTS I5 1�' - T \/A-71 " ' s • . � }3 � � � �Tl�(Z�E UGH E1fzOU1�'�� , �� ASPEN % �,_ �► - -,�2 � c�� � / ��G q` 12' �Izl•�s✓ �x 1 s'('I t-Ic� �,r�,e.>7 E 915; c -rA Iu �IsTUr-2%e5T� • � � � � � •I I � � _ NEw• crRAnE / a ACeas LJ HA71�>✓ G� ,4. �4Mta I,Ijtx�r t<p Jert S56v;, 1 11�c, UT1 LIZ5 2� �Z 2I '� - �, � •�4� � AH'-r' 1:�6,�G-15 IZpGl-4s P70H 61AF?A.GnE - 0 ol4 0 yt A ° 1.7 17 >410 T 7 1 �5 CALS: �4" s 1'.e7» _ /' S GHr3Et�EV. NI1"E: FILL,5L0?E .41-EA A,LOH&I �' ly r��1•rE NIE1. ctZAPE c3'x 21..; 17 17 � r `ti ` I — 14- I F IZ IZ ' I'r 17 947LJ G S �r 11 (, , C1 " ;� Fir,• c r- <t.*� a �"tv r` r `` ��y vi!k 11- G�fg I ;L�� AH 1 �` r '��Cis'TIf1G1 ToPvL-I�,aPHIG INFO'iZl-1.4TIoN ,/� /� / t I / { 1'-> / ' Ahro RoUsE LOCH•-IoH -rAI46H Frzof~t I t-�G.'"� � / 5U1z��`� l��?>✓fl 7.5-qo, 1�(�CPA2E17 >�� _ � - � -AZ-}L5 vALLEY SLJrzve fIW4j� '1:f4C, _ ��� !� �/ i �� l•- • APPROVED BY THE TOWN OF VAIL DESIGN REVIEW BOARD Michael G. Perkin Architect 1-30- 91 P.O. Box 1351 . DATE:... en Vail, Colorado ` 81657 PLANNER. e 891 4146 ,�