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Gladiola Street 1301 ... y.- .. ,e ....,�.... .. ..,._:,.,...fi... :. . ,,gip•. •r . .. ...+•K..►+,yaw+ ., „"•r''�^�'"rF•� .. ,. ,� - ,. S 1 • r P _ . w^ • . .. - _ � 1 cam'- I 0 ! Lo vi 4 IZA 40 y Nt MAP &iOWING SURVEY OF �, ,E3�.cxcx FIs a • a:vrAe B_4cll d5 RECORDED IN r-=__gooK rf_PAGE OF THE CLIm1ERT_-.&F1fSGI r<mw13�7,x i OF E2UQI COUNTY�, ��FLOC IDA • FOR:.�- ....� r� LL -. lioA[. tvs r LsdVPs 1476 i, i �G=�G ;���•�Gr�� �i�c (9��Q�a�dcTd-e� �.�a� •� ,:. �'] -Com..�.lam_. ..�'.�;Com•� C .�rt-.�' ti ��K�a: 1'�LpCK• ,u till APPROvF_ p• CITY OF ATIANTIC BEACH' vu 01982 0. Q r 4:v By f l� L� LdT -HLk.ZfI LAT vezw i� TN.IS t5 .TCS CERTIFY THAT THE PROMITY > HOWf pN TlIE FLOOD, F '�+ a F y SHDSVR HEREDN I$ IN PW O ZQN[; t ,a R. Y ._ ... r es JAZARD BOUNDARY MA?�O�t� .- -.� ��ar SCAL.Bt �a APPROVED SYr . DRAWN EsY . f l Y�CERTIFY..TtiAT:1 ItAV.f: SUFiV YED TFIIw LANq UiTHij-A40VE CAntoft A?ID H1H �: 7i f -A RAC' M R SH { + ' PATEr �:/�8 REVISED T a(IE R ;HD RNC 0 M EN,5, 4iTI* QWN, a . P ONE f C44�+IRA_.;tIr L3'•.I- ! ^k. � Q ?r9 {iw l.F.../ A. ep : n? DRAWING §. Y, v �l an . fivm, ,•! - r . : wig F4Y.: .WPI - �kwti', •lY.f�'LeY :' OCE-ELLIOTT,INC. #11 IS MCC.VOL TIP r , 4' A ...y7? .,., f.... .. �S 1 • • rr m 2-8 . , 3 ! D .. •�. �,�"' " � '� � ( car/ � lu ; n w az r��,areR.•' v Q -- ._ a0. X. vi 2 _0 IN ICU ON II.V 1/ t� , .K �, � _ _�� � X4.0• �� �► _ "°� 3`�0 _o !gip ► � � �; a 3�. �� �p 3� �p �< . 0;1— � - • 13D! APPROVED UYe DRAWN 14 -rp ON- DA-rs: �`' REVISED 4 y DRAWING NUM13ER . . v .0cr[1L10T7.I14C. III[LLCO Y94.T/P ISI r '" � ... .. 1• 1 A. - - - - r-�=.•. __��_ __ � --` �e!/l C/ CIL 6� {' io Ail OF RN 1 s LAI ( GIS c7._,.�z.:... r ! I t I - t - ,., . T ' t _x .T' DLt � , Y 001. , ��y.�y���`q�, 'FT ' v. .. •--+.J',J-:.._.- .....iy�...� n+r�r•�4rti'M .M+�-il^� _ 1,,'^r^. ^.sr'1-,•'r, �i - �r-.r�i• - _ 5 ..•...........� .. 2r� y:,'!'•hiC �K'i .-. .. -.-4+'..�'•�� ey.w-- _,.w;r+%+W 4 �:j(tt,r.. �f ... 4M . I APPROVKD DRAWN 9Y xx DATSs �:G REVISED f i' Nl1MBEC .. •t 17 - r,.OC ^ELLIOT71 INC.. 11 i[LLCQ VEL T/P. .:�,.r - . .° 1• - • 3 jj. AV/ .;K,� ,� - r�; :� jar ��;; i ff' /�i� •; ��j �f;� �,� . r � 1 ,; 7 IVA 70, wr M. 4 V . r � s } _ F:r ti f1A In 'Ile amt Y EMMOy • �� Com`" - �. � G-� ,� • � .�? -�--�. log e '77j go/ �0/ 7F 7F . Y �.Il If "J SCALE:- ��;�r�] APPROVED 9Ys DRpyWpl 6Y 7 DAFE: �� ffr,��j � REVISED l .. .. RAWIIVG NUMBER OCE 45LLIQTl.INC Il$ lLLCO VEL UP .y,V , P N�' D 110 , 4, " _ t f�.• _.a..�l�.L.�... ,�:. Q� '4�i.a/-:yT.S �.t/: . �Y_' _ �"� 2 GZ<5p- .5 y � , t + t � r II t r r r t } 1Y .J .. � �G !" '•;-"!"� '�.� e -•/�-� ... ... .�. /r 'fes .-. .... .... .. .. .s r lip/ s SCALES d' •APPFtOVFD syl DRAWN 6Y• ,. A- M • 1 - r Y OCH—LILLIOT7. 1HC. #1119.RLLCO YEL 7/P I P ^ ,y '�.-'--- ...._._. ...._._._.. .', ._ ,. .�..,�, .. .. -••- 1 �.'. '. .�. ... 1�. r ..,.,.r,.-.;.,:.., ..,....�... 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I illi Y , �•• _ Lrll�l !� i�l � vl •I • '�•. 11.1 ,.11.'I � t • . �•,. � 13 a � �'�° �f gam.. �.Y�w ����o A t, VJ A i-i- Ll rY m L:- t-1 U Li t� V > 1,51 72 > A J4 DOOF, t�'d I-C rjN, C c_. �A�� i�lr1►Y.ts �,zir v t;. pa r--rf':�r-1 �" 1 ;�. � ��•'" �. ,G ' � Esc:ME-t'1'I o � • s t'Ar� E : �H�� i + Y, �►cr+� . �1rr l—perKE17 4�°►KAl. t=r+( �.H� ff� r�iuhJa n►.1 ��' CTS J� G� l cI _ f � 1r � � t 1 !' Y-A1��'-rte IQ I I c ? C h • SILL � i i r. AL NUTS °� ii 1�-W L. ^'i(()IIT ,air W16,1 WITfI HAS T•,� L • rEW I�.� Tr C1A 64cSE VLATc-. ILL""_•"S V,AZ [ f`LL "T �i F��. _ .�t'. '_'r ` C ?I►J ATI V p 1k15CF;, , I �r/n L � 1'l.I�r Et✓1E.r-a t'. . Z': � j go SILL u• � ` � tib` ,�:i ON ' W X Ak )G W X civ, z [axx Erct Q;LL g N W w Z Q ui QO � LL J CL LAYOUT 8 I�I�ER W/�LL BASS P��Ti- �MOUT . a aC�LE : NONE �ti cr. Yjc a ern OO , W M Nc o " aT, cn o ZE. LEGEND ELEVATION : SCHEDULE . A B C' D. E F G .H I NOTE: For Overall Height ADD H X01 Panel or Part Number .` ��' 3*02 I 30 512 5'9�" .A'35" ,5'S " 8'6j" 9'7" 11'98 12'94 12'38 Height Of EjeR�rrations rShown d':`: }�.7' �-;a .-• - �-- _ 8 8 G ; R.E. Diameter __ - .L _.� Y> 1.E.30,35,39,45,• ) t t"" t t 1 tr. t 1 n + 3" t 1 t r '113 14' 7n -r X02 `� -- �p2 35 fi t fi 9 5 fi 4q 9114 11 13 9 14 s 3 !,. �/0 "Steel Strap Location t 1 t+ + n t. + " +`" + 5 ' 39' fi'11" T7" 5'8 7 2- 113 12 7s 15 5r5 16 8 1511 f T ----�--- ��2 ` _ 1 \ -- =Centering studs 2 j � • 1 \ r F , . '. \ NOTE ' 02 Panels Are Shown As t n � 1 + 1 " 1 " t „ t 1 tt t tr � I \ 14 17 0 1 n 45 7'11 811 694" 8121" 12!8� 2 45 19 18'5" Shaded Area. _ ,. 1 \ �J Assembly Sequence x 2 . y a - , E /� I o1 1 �� - "` ► � 1 I � �1u1 .301 X 01 `A�99 01 X01 22 " ' :1 l 5*99 ,*� I :� I C.1 l i ) C199 t B ` f 201 + ;a I I - - .:4099 ! C A �, ' , W-t D'�'99 W l 99—`---, i Riser Shown ~ r .Top to Foundation D._..,99 W 9S `29 \�. A-02 t X02 P _ 37 ELEVATION ,� ±01 x.02 _ _ _ # —.02 X01 . STRAP, PLACEMENT 35, 17 102. '�02 ON �)4 Steel Strap (Note Placement -A01 02 �. ; � - 34 ` And Location) 02 4 46 h , _ \ ` 4 \ ` Cantering StudsAtol - - - 01 M 0 a 1 \ 60 `56 I I 33 ; 02 \ 02 \!. Panel � •\ gig 45 •� � --T-Bar' r (Typical Pane 50 39 r i = - 102 �9 57 51 Bolt Holes .�---.- -----_--- . x.01 ( X02 A02 L n W2 ( `= 21 ±02 , y.." 2 41 IO2 v TYPICAL OPENIN i 2 1 102 I I /. l 1 .,. � � :�„ r 'f02 Panels 1 ±02 42 ► I I tr +. I i ` I I T \ I 43 I 102 I T i# Steel Straps - r� -� , �01 Panels 101 �. ! HE7 P>G _ -. . .. . , - r .01 X01 s E Arr R. 210 1 g 1 -x`02 g� - .2� ( EE ASHT p -. _ ', ee Strap At; Corner Of I " Opening Is Irrl1 Palled So - { \ That One Hal Of Strap 11 1 12 � - � '�01 � `�,: \ Is Left Protruding Out Of Joint Between Adjacent 10 i 02 I � 01 X01 Panels, Too Be Nailed To Bottom When All ArPanel Installed (Typic-al At 10 1 I - Locations) NQTE- 99 C x'99 ; Ar Whpn Assembling Pentagon NOTE � For Cupola AssemblySM & Hexagon Units Keep Panel T Bar Together As Shown Sht•'�D-6 By Dotted Lines In Assembly ASSEMBLY PLAN j Plan. TOP VIEW -Material- S ecific tions GEODESIC 'DOMESINCETriangular-Shaped Pw+eis Are Shop Fabricated With 2x_ Stress Rated Southern Pine(1550-I$00 psi) Fra�nmg Members. Node Joints Are Nailed � '� °' With Tines " Resin Coated Nails Per Joint And Reinforced With Ix3-16 Gauge Metal Plates (Shop AppliedJ. The Panels Are Braced With 10290 DAVISON RD., DAVIS;ON,MICH.,4$423 Centering Studs At 24 Intervals. Exterior Grad�1e Pressure Bonded Phenolic Resin Board Is Surface Glued (Plastic Resin Glue) And Stapled Wil , , - T1 Resin Coated Staples To Framing Members. I A��Panels Are Connected By a x 3. Case Hardened And Zinc Coated CARw;Y l� .13olts). Zinc .y am% pprove, r z" scale NONE a d by: drawn by: L.G. Coated Hex,Nuts And Round Washer Are Also Provided With Bolts. In Addition Assorted Sixes Of Nails Are Included For Application Of Field _ Applied Metal Plates And For Securing Canopies And Their Corresponding Sheathing Metal Plates Of I x 9- 24 Gauge Are Used To Reinforce ; date : 3 80 C. M. &� T. F. revised: Certain stress Points. These Straps Are Applied Duri The Assembly Of The Structure. Sills Are Made Of Pressure Treated Lumber Where " ..Resting On Concrete. These Specifications Also Apply o Optional, Materials Supplied By GEODESIC DOMES, INC., Although Small Changes Are ' -*- ', Made Depending On Circumstances. ASSEMBLY PLAN - (TOP VIEW & ELEVATION) STRAP PLACEMENT : 30--}5 SHEET- D-3 ESCHEDULE WHEW A BI-SEK WALL ^MV hl1 �S1SEk , NOTE' = 30',35,39,or 45 Domes ExTEUSIUM NKF- uSEG Tc)c+,ETE HK, Hc*iT. I vk IZ' 0VEKitA%WGG WILL EXIST CoW - �, THE fR►SE9 WALL. W IHIS a +4- Z.7N 1711 A6gUPT STOP IN OVER+AA..6ICq fiN 5E �It�-r Ow IrHE ESD EMILY \ �, I"4u I `JAG ZI -i5 I 1. 0F THE CK-TE- -Sl UN I i' WALL TO SLPPI: c oo I THE OVERHA1d(5iI \ —r G T� 710 L, 45 RISER W ALL. 1 - THIS ^91FLICATION I�> AsTET1C-ALLV 9t-Er.SI1.1q AMD 15- A MUST WHEN _ �4- PEPE5T91NW TKAFFIC 1.5, - - 1 F-KPcQ-TEP THE VOMES PEKIMETEfz. I. E. ` \ - _ OVEN PECK o2 SIDEWALK. LEWGjTH.S I AI..IP *�NGILE!5- FOV- z x— FRAM IIU(� PIECE IIN owl j-I AOVITION ` I ~ O 1 � I B-side Canopy C- Top Canopy A-Side Canopy 1,� •I � '� CANOPY - INSIDE VIEW `�' Panel_ 02 Pandy" RISER E NSION COI V NEC I j �N 1 r A:'97 AVVITI0KIki- FP= NMINC,- - �OFTIy►.lp�L ) .. ,,, ` ,/ r v r A X97 w_ FINISH THC F11�J1 H r �,P,t.IEK is, USED 7.1fC.W,0',TE Afuj �M 1 rt [ r{►.I� C N1,1ECT� ►, �+� �r�E_ •_I ►l _1 n+ CSF ` t " r 1 THE VC)"E THE �,1GL EE - ,FI 1 I PanellUll I � l Cr-R►.1ER AS� E:0.Z: IL4 r�>�aE. USII-lam 2 x -4 THE LEN��� n '-F' THE ,SIVE C_..I�nPv. Cu-r -Th _ 1 } G'Top Canopy THE EZ A.+ K )"Q 1.1 a iT'SI LE/-Ii-ITH. j ATThCti -3" \.,jI C- FiEcE OF 'i/-" • • � Jf�C..K SHENTHI"Gi tG LC:N;a SI WE :,F • (z.l�v�l_LP � +t4 . GftKE�ULL.Y I�LALE _ 1 f v /til 1V_ ALI I--j IT fti k rvE I. i' r 4 F-IWI H f'-1ATLf,' 1A1_ I " MkVE 11J iBATH PI R,F�-TI ..,N ►-1fr1 W PL?�_E• J EL 01/ Co�Li o�v 3 A- Side Canopy Panel*O)I ,� o O a a o cl o L _ Panel OI -- TRC C15 Z z U. o Y Q O o 0 CANOPY- INSIDE VIEW1 W N 0 Z Pt'f DE T L_ , ��� Flt�llH OR,�.IE K 'I L`� pate Scale sheet ss_ESIVE VIEW 12/$0 None D-4 �L�,C.EME41T (NOT F-P\C.TOK1-/ MOak ) UIE�✓ INSIDE \/IE�n/ TNSI D CWIT+`1C)I.)T EXTENsI��u� > C I XTENSIC�Iy SIDE I��Y SIDE ) it iI ; 01. __ -- __ _ _. _____- FI ELD NAILED PA ME L 01 3"A 1 Z"r I I ETAS. ,sr R•fiP s (FIELD •1 �PPLIE171 WOK v.l :.ggL. 4 Yz' L-A(� F_ `LTS _+ (NOTE A"C..H O R ' �cLT� �JHEM X �► 9- OP (3) �Y x $0 1 "' :. • r E K PC .TS HE )K pxX X99 EX -kc), 9L V -fi Vz' LAgq 5CLT5 NL I' ,J (NOTE . PCH op, 13OLT5 W l4tN 5 _A5 U-c--,E P ) 4' �N(3TE : THE-5 I%2' X I4r� METAL STKPG�i { ID� V �\/V AaE NP'VLIEV ,SFT F- JL. -STALLh -0 OUT 1p��-- V IE V V I I / I I I_�.\ - __..._.... 12A� -iEL .� O1 Tlow or PAWEL 4b [SEE sHTOUT\15 • _ P-3 ). MikK11.1C-i sUre V \^JNLL 641 N XTEh1_ In 7 .r.l (WITHUI_,T E XTr_Q510Ns ) , + I � — Is PLuM�. SIPS 3" X 12" ETAL W �'�L 1. _ I STPL!'•1's 'rFIEL-I� APrl-► 11 `\ / I I I I I /%• I I I EX�E19°� �/ I' �, I �. f ( I / I I r t l l / ► y l i " X IZ" r''1ETAL STR�tP NOTE: CrIE°LI� O>WrL IEP) .�� w x�E9�!, / I I I � -I I •I I I � 'S x I� �.. - -- _ I I -ALL ME TAL METAL �. / I ( caTK&r_, TO r I ( bE IL►5rAL�7N >5cI _7 I II II , . . 1 1 ' 1 II 1 - , 6, . ..... �- I • II ( I I I I I ( I I FE X � I I I T IuAPPLIFV To - , , I 1, �I I I •'I: � I , I I,,. ,�.. ,;« l..' 2 ><�+ aR I�.- . � 1 I '�� •1 ��) I � I I I I I I ► ,I 1 i I I I ► I I I 1 , I t +� I• I I I p 'LI I , I I I i t I I I I I y WJ � X 1 �I I I I I I I 1 I I WEU MEM6EK• Eu A77AC�1 METAL ST C�tl'� 1"q To RIM J41sT <� •1 . . ' .I �. ( I t I ( I I I. I I I ' (FIELD AYPLIF-1) I I { I I ,; f4REh EX-fE1J1� ,1 � I I LI.. ' s YZ� X 14' I`1ETAL sTKP.PS II I' . II I I I I I I' •dhlL`� I -iso FLOCK + y 1.) + I• N"DTE THESE I I a I I I I I I I � I.I. 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'(H IN�� C�I•� 3`� oIG PIAN�L IN �'(O� �F �uIL(�1Nra . ��`R..T` Cr -Al ,4 RE IoLTEO '�cC1 ETNEP. 11511.16-I PK©VIC��p 'axe>yiCP KIA� K:oLfs, Wwfs E WAS44Ef�'S (TWO KCIZ COKWF-l?). L.1SIw rKOVIPF'p 5 "AlL s� 11, ,r EGu 4: C I a CRo s STruJ-7 I� P^1.1EL A01C. 1.sr-� us1Nr� PKovlvEv Mfir+�.L S*{R,nPS (lyi' xl4')• v `� 7 - 8P IJAILS 3E UKE EAGI-t C.OKQE9 (1o) o� FEAR-fs CF� 1 !SEE J�>=T�1L. (3�LoW) . '�ftEsE FRAME WA115 Q �'"' WILL ++AVE EMPGl; +,4,VY nK Mc>v,46L-E -E �uP "rn -Ac Go►'!OvA-� c pIFFFICE1J'f W1I•-1 Dow SIZES 01K ' AcKRA1•IC�E M�1-J�(S 3)W11�1 Ar�IE IPI PLPcCfE F- sECUKEP �E.c-i1lk1 I�S�(y4LL ►I �Zcc� F �Ec-fIo1.J 1 cFz of -THE-SE: s�c�tlor•►s C[�� -T CR oI :EKE J 1G DOME PAFr--1EL.5 Id *N RE Bc.L.-{Ev �faG�T H'ER I',aT E ,5AM M+4�lN�-F� AS -I'+4E V7^WEI.S Int nn i }.I E $U 1 L P I LI 0 L_I Q E L 1 P' A N E U S C f�* 01 LAY PA w E L A�K o 5 S C F�1 W IT+t flO I W-'( Or F-AWS i -fo -T+iE csOjfT K cF -f4-1E 1,UIL»IIJG . WAcw rA1.1E1 Is iwALLEF 111 F'KopEK posIT10►4 SEcuIKE - $Y LIs1►•1 1 f7FtovIPF-o 5" NAILS' rKorf-g ALIgMt-mC0-( Is sr_ T+-IhT -rHE S13PEs o� 1'�1.lEL CK oI M�(AL (iRh�s "/ IS AL161MEv WI•fH THE SIo �7 of CF'jL I • �_ y- -ul F a o � o 0 - Cu POLE sc���_���L� _ -_ _ . __ W�� � -c-)GALE' �HT� Dc►- r �i�a 1 �1r) �IE SIZES 30 3� 9 � R F.0 o M IE X A Z TV wl►Jnaw slzEs 45- SCALE: �l+" 1' SCALE! `iw" lr ' SCALE: '�"R 1' [SCALE: �i"= 1' F�►-� 1:�t" x 3" OMEGA H n„ H 97 • B 109" 8 " 108 r• 4 f n „ i 27 E'8" 27 �'8' " iN. 4 w wZ , � ` 29" I i 97 i L) 2 " 4! 77 v 1 �, , U 1 ) 541'"' 54'4w ' 54V _ 541" I 54 z 54+4 i 5 4 /� 4 V r 109" 108 " ,� 109' �- , ' _.lot.___..(30 Sheets Required) _ ♦ y 12' C50 sHEE1 ��<�u.K�❑ y , r20 SKEE'(� FF_nu 1 KC_U FOR Wa'z Por-16 M now 39-0 ' 3 119-01 1 n � aw , SCALE: ; ° 1' SCALE, SCALE' -4= 1 SC LE: >'w 1 ,i Sf Eta RA i SIERRA 1• 261 H 84" r w_ _ y /f B 94 _ _. 1 T B 94 �" .. . O �u 13U" 1131 18 26 � X,'18 » e, t� 84" 33 i t ►" I t-- 1 661i - " I 47 is 4716 1 47 iia" r -47e 471e . 47 16 47 16 . _. ._ . 3 , '� 3._ r.w r 941 94 a 94 • 94's 8' (30 Sheets Required) 8' 30 ,hewts Required r I Coo SHEET Ec�►r;EP Fob EV?"s poMl . f - i t�_�* ISCAILE- , , LSCA �w — , 35-02 _ � �t SCALE: :"'- 1' 1SgALE.- 75 S97i597 i r - _.____ .. .7 .N• - ... --r r * " . �t H 751" r i N 5P I t B 34 j B C4 4216 42 75s 42 594 4 42-l' I I �e r r,. . � 42 " 1 '"- lie T6 ` ' 591 591" t i r 1 421iaw 41 1a I + r e I 75 i" _ 1 75�" l 84 rn i 119" 84 _ 150 ." f t 14' (15 Sheets Required) 10 (15 Sheets Required) �.. tti�_rV FO{�c, S/B'� poN1E 1 515" = a. 30-0Z SCALE. '�� ISCALE- 1" 6a . 64 .SCA E 1 S ALE: 1 x = 1 _t r w r H 51 / H 64� I ,„ ` . 36; 51� 4 i ,- 36"r 64 w I 35 e ' ' " L" I 36 i0 3611" ` I 64+ 64 4 t y361 i 361 r __..._.._51,a_ __ 511.Y-_. . -• ," . , I �.�.._. . .. _._ . _. __ ._... + .� �_ .W 1, 1 , 72x 129,E _.. O 72 _ _ 10' (15 Sheets Required)_ l _ i 12' (15 Sheets Required) M ._ SHEETS FEQUI REP' FOL' 5,6's DVME ",.. qwk NOTE= GECDCZ:� w` :. w2 To Compute Drywall Sixes For ► « x 6 Construction 10290 DAVI,ON RC., DAMSON,MI:H.,48423 From ase nd _. :. R w Height Dimensions. - Scale: Shawn Approved By : C. M. & T. F. Date:4/80 Revised: 5 r WISHEETROCK LAYOUTS FOR OMEGA, SIERRA, SHEET HURON, 8 HAVEN. D•7 Drawn By, -L.G. SECOND - FLOOR FRAMING SECOND FLOOR 2 MING SECOND FLOOR CONNECTION ! ALTERNATIVE) ; None Scale: None Scale None 2 x — Floor Joist ,-2x—Floor Joist - 016" a.c. (Shown) 916"o.c. (Shown) - Typical Panel 6x — Beam Dome Foundation Double 2 x Sheathing • Perimeter / �) Joist Hangers 2 x—Joist i Joist Hangers / 2 x_Nailer Dome Foundation i Perimeter Short Dome WaII I f � 4 x—Header Short Dome Wall / Joist Hanger _ �` Finish Double 2 x __•_ -- -- _ - --- - -- -- - -. - + ' r . 4 x—Post Below See Sketch, A (below) `. I _ _ See Sketch A(Below) k / I SKETCH A Floor Joist Extension Beam Conus to Ad jacent Canopy Opening (A"Vn(#ive IV ethod) ! ' Double Top PINK 01 Panel I `` _ a • _ i 1 1 i• I + I 1 Field Nailed _ — -- — — — — 4 x r Header ' x 4 � Lag Bolts �'`' , IV . (When Wood Floor 'Used x 8" Anchor Bolts (When Slab Used) Provided Motel P106111 EXTENSION TO FLOOR (WITHOUT RISER) 17 N O T E r 2�,3', or 4! RIM i , pR 4x � , I I I I I I I II} SECvKE4y I ' t✓AaTENEV To wAJ_L. I I Field Nailed x , I I I I I I I I I I 1 yZ, X i4 , L . Provided Mall PNrl�S - • Extension Rim Joist ' Field Nailed tL ic W Canopy � \ *01 Panel � ^^~ 0 I V J FRAMED OPENING i Field Nailed For , Temporary Se(curing. G N Final Securing With O PANEL TO RISER OP�I TION Provided -*6 x �4yi' Lag Q t/) C . IMPORTANT NOTES Bolts. r O oo Not' CUT CUT RI`_=EF, WALL- 0PE1.1Pj(7j5, ti ) NEXT 70 "W " Wry L L I'R IhN11E WITH DPL• 5T U V c_:F, 4 x 4 Sheat�q - -� ,. a _ 2,3, or 4' Riser � c � / • ",j 5 to B0111- No OF Ld 1 Washer 5; I2' OVERtU+1r 1 4%Lag Bolts o Typical, PontI (Anchor Bolts When 0 M • Sill0 - Slab Used) Z Z ` r Sheathing O W 0 Q to • 29319 or 4 r • SCALE, DATE SHEET; • -- -- — — --" NONE 6/80 D-8 EXTENSION CONNECTION TO RISER a DOME CANOPY-- . � �� V -� I-k�U �� 5 :'� . a1.�vEtiL(IotiIAL f�r(TI�� {�f.�UIICE ��E►�1TItilv1 �jo - -_. vE►-K (flot�(UICE 6w�Lv �r (c..a�u�,r-►��i �T��icT�r�tA��_ . c �A-- C7ME -4-517- -en NO KI'r ' DGMI=S � >�t� ►.oss QF +r�sul.A(Icr� vn��� J E��IN� ��or-1 Vow -pol►� 6�+►-1� �Ac.NEI� 1 SQ�ARC F't >r-( 3a' �5' 3�'. .4 So' s.�, moo. . os. 7a' mss • ' 9a' �.po� 110" -► QIc.nL ATT �ns. \ 1 PCHF, eF-VP6i ALMA (I[v% � AMINC-I ) ���, `r3z 530 X13 94(s f 13i3 13-+eb 1704. 19400- LI-31 Z Z4 318y 1. r poME �iaw. f+l��t ,bV1 s 331 x- 3804 let iso tale c-1 Sew 7. ,77 4511-1 to►S{ul E I.�P +- F. -1 W&fCm Ajg 'L�•4� 10*��� (383- 18'•�`tr 2Zo7 �• A IKJ ) I*uvs : a oua o, u A (1�°rG Ff� M Gr 11.190.1 . 1W Ga1.tV6N-fkOOAI- (S�(lZolt7 WALL AKEh - I Z. 31 p •4 00 5P,3r.r Cv1�4 7 t�a SJZ G 1087 I Z�t$ 14 4 7 14r'r 3 ZQax Z � x.�Z9 RLJ�L.f�C�S• tf,t! l;r- WALL. ftICG^ PTS �F 5 F�. 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