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14800 SW SEQUOIA PARKWAY-6 A B C D I E F WELD TOP CHORD & BOTTOM CHORD BAR JOIST DIAGONAL ON INSIDE ONLY AT BAR J045T STRUT. "SEE" DETAIL END PLATE BELOW 30" 30" 30" 300 30* 30 1/4 30 'Am ISAR JOIST END--,--- 7 PLATE. 'SEE" DETAIL BELOW w- 2" X 2' X 15 ga. -'- 2* X-20 X 15 ga. 759a 2' 15 9a TUBEiOF wno M UBE TOP CHORD TUBE BOTTOM CHORD Z EDGE OF SQ. TUBE 1 0 19,-1 " - 9A600 TO � HOLES) (4 REO'D.) END 20' 0 1/2 (TOP & BOTTOM CHORD LENGTH) PLATI 2 0'-0 �/4 fmimp I (OVERALL LENGTH) V- WELT) ON ONE SIDE ONLY- EACH END OF EACH BAR JOIST DIAGONAL STRUT WELDED BAR JOIST LAYOUT SCALE: 1 it-On ---------------- f 31 316" .3 1/4" C) ;I- r r 29 7A6" - _ --�-; .71 STRUT WELDED BAR JOIST DIAGONAL "�) .......... .. .... .... 1.315" O.D. STEEL TUBING, . FLATTENED, CUT & NOTCHED AT 80TH ENDS -Cc,2. SCALE: HALF .......... ...................... .... .. ............ ................................. Job Add�zr L�yy-" t. 01:�o V.rJ PPOF, BAR JOIST END P 'L ATE Cx: 13 112" X 2" X 12 gG. GALV. PLATE SCALE: 3Aw" I" Revisions Gr"nhoum Sprvtce Design Engineering Fabrication insialiation Paris Repair Servwv A ���''�c �J/Jy�i No 6v Date C) K j 0 i 3 FOR 2"X4" POSTS R 0% BAR JUST LAYOUT, DIAGONALS, I LvLN ;Ch, -'-n AJv,-j�IAIL0, 1116. 4 BROTHERS & END 'PLATE Consulla! Engineers -- Chmited L 3900 Coler�,,in Avenue DAWN sy SEQUOIA PKWY., 14600 Cincinnati, Ohio 45223 5513 VINE $TREET SCALE DATE f1wG W'.) (513) 51?-3300 P.O. box fulio I - BUP 93-0076 /-A;Irt.r-j o4p ri- q CINCINNATI, OHIO 45218 I OF 9 A 41 -mp"" ri AMEN"- Tf! if p7tql I I I 111 FjTj 1 j I I I I 11-T]T 1-T -'w IT117111 I TF rHIS DOCUMENT IS LESS 'T717T I 1 #31 1995 LEGIBLE THAN THIS NOTATIGN, 61 7N 10 1 AUGUST 8 IT IS DUE TO THE QUALITY GF NO.38 THE ORIGINAL DOCrIMENT. It Illlllllll!I,II llll�llll Illlll(Il llillllll !!11(!!11 !Illlllll (lli�llllllllllllllllllllllll II1111l111111111 I IIII (ill ( 1 1 ��l l'Il� ILII III sill I 91 9 Im 4,w6,11111Z111 2 4 ) I i F-1 I - ----- 1 23/" -+.I I� - --- 2 1 OV 2' 1046"46" 2' 1059E 2'-- 10 TS 4X4 , I _ = SLIDING PANEL (.33?" GLASS) F�? x OTHERS , `--' IN H.P.E. SIDEWALL_ 1 FIXED VISION PANEL { (k IN H.P.E. SIDEWALt_ ' 0 I ca \ -9 IMPACT F DOC RSG _. \ (8'>' OTHERS) --- -_ -__ r_ __ _ 1 l'--2" --- DOWNSPOU D.S. _ PIPING BY OTHERS2'- T W � ) 2�•� - -- ? _0�„ _.-__ - -- t 0�'g" --- -___--. --_ --_�_-_-- � 10313 _____---•� � , i;1, DOWNSPOUT HA? (6Y ROUGH BROS.) I DETAIL 0 CORNERE_� I 1 (8mm) (33?f" GLASS) . ` 1 �.._ SCALE- N T.S. I , 1 I SIE';tir SCI-ill,ITER E;,vl es I n�� ' I (ipn�L 1 ! ; Epi'' "QI I � -J.0J Coleuin wc . ' �.� Cincinnati, Ohio 4 (513) 5.12-332 E2 DO FS'S. GCE'-2 6 �E-6. /., ;.. N_.-"_._ " --_99__91_ ,L — r, _.__.._—__ _.._ - 101,4.. _.__� 3 2 4 •.� I•• _ __--- 2 105j _ . �- _.�._ �,, 105,6 G z. .I 05 .. 1 EXIST. 1 I I (1�irnnl` WALL 1 CN E. S0� (33W GLASS) /! I ! I N• � Y •r1 I I ( I I I j , ALUM. CLOSURE ANC;L.t I ENGINEER' SEAL APOLIES RAL 2" x 3" x I » F- 1 ,� � ,� � TO DESIGN OF ST UCTU { t �`—} ) L;OrnPONENTS NIIY I11 `� � O — _____:_ —�--_9_991_-----_._ ..�..—__ Q• �rr _. ______— ..__ I I� _ _ ' 2 " -� 1 -2V _ 2'-10V„ 2'-10 /-�- FLAT RETRACTABLE SHADE SCREEN =p I I / Nl('O SHADE' I (8mm) ('33?�" GLASS) r l ( ! I 0 o r _ Y O 2 x� `� c?a3 1 � H.P.E. �, a , GCE-2 =J H . P . E . I D E WA L— L_ I X E D �/ 15 I C� N PAN E �_ S I (BY OTHERS) i7, ',CALE . N.T.S. W Z =O III Q 10 0 ` I 6" 10 OF POST iv U i TO OF D.S. 7 z TURAL NOT S W I I m_C) UNIFORM BUILDING CODE - 1991 WITH SATE OREGON EXPANSION ANCHORS z W Q STRUCTI-)RAI SPECIALTY CODE" F-'• 0 -I 1. EXPANSION ANCHORS SHALL BE MANUFACTURED BY ITW RAMSET/REDHEAD (ICBG #2391) ANN Z W I GCE-6 DLSiGNLOAD SHALL SMALL. BE THE TYPE, SIZE, AND EMOEDME0 ;NDIC:ATED ON DRAWINGS. INSTALL PER 0 U ANz MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED; SUBMIT —_ — -� — - 1 COPY LOAD WilUFACTURER'S DATA PRIOR TO INSTALIATION. SPECIAL INSPECTION REQUIRED w o i CIL 1 I a. MAXIMUM UVE LOAD 10.P5F MAX. L�T- F-A�b-� g 0 z I •� D DECK AND FRAMING LGAL' :.PSE MAX. W i - TS 4x2 GALV. POST, O �: HANGING LOAD ALLOWANCE (.I1�1sr; gPSF MA,X EPDXY ADHESIVE SHALL_ BE EPCON 'CERA,00, 6" EPfj(Y MANUFACIURED BY ITW Z !i: Q m RAMSET/REDHEAD (ICBG 42135). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 0 I D ROOF MEMBRANE ALLOWANCE 1PSF MAX. �- cy- Q vs BOLT i0 T/O FOUNDATION. aUBSTITUTES MAS BE CONSIDERED; SUBMIT MINUFACTURER'S DATA PRIOR TO INSTALLATION. L) (ELEV. -1'-8" U.N.O.) SPECIAL. WSPECTION REQUIRED. Q r J T/0 POST ELEV. 13'-07 U.N.G. > GRou�►[ Stew SEE NoTF S 18.PSF Max. O W 2 THREADED RODS SHALL BE ASTM A307 sIz'_S AND EMBEDMENT AS INDICATED ON THE ONAWINGS d ` V '�c 1 DRILL HOLES WITH A COARSE CUTTING ROCK CHISEL USING PNEUMATIC PERCIJS31ON - I✓,� ---TS 4x2 GALV. WIND POST ASSY O EQUIPMEW, EQUIPPED WITH HOLLOW STEM ORI;.L ROD AND CONTINUOUS AIR JET TO REMOVE. TS 4x2 GALV. STUB POST. BOLT TO T/0 FOUNDATION. BOLT TO H.P.E. SUPPORT CUTTINGS BLOW OUT HOLES WITH COMPRF'�SED AIR OR VACUUM TO REMOVE ALL DUST ANt T L POST EV.SUPPORT U.N.O — y (ELEV. - 1'-8" U.N.O.) „ l'-0" GUTTER EXTENSIONS ON REAR c4 c"Ips RETRACTABLE ''iCREE.N LOAN Iri ` / 05 EL ; � T/0 POST ELEV. 13'-•-0 U.N.O. OF BUILDING Of n_Y W/WELDEG END " �Tftulutu � sTCr..�.�tN�.-,��L.u,hdlbll,t� I dt DOWNSPOUT h AT. ` -` 11 A SCREEN AND FRAMING 1 OAD I.PSF uj � i —T B :IANGING I OAD ALLOWANCE FROM JOIST 3,� 1 5 PSF /ILL DETAILING, FABRICATION, AND ERECTIONCTION OF SHALL CONFORM TO NSI. .,PECIFICATIONS FOR v T _ 7.PSF MAX "CODE FFSTANDA DN�PRACTICEAND £F�O^tR STEEL BUILDINGS AND EBRIDGE', LATEST EO ON OR TKL FOR BUILDtNGS", AND THE AISC LAI Uj Z I VAULTED ENDS C�V>4kING c 1 'I 7.PSF M 'SPEGFICAP,ONS FOR ALUMINUM STP.UCTURES" I 9 10 OF POST i 3 wLNLI i.OAI) r Y. x f I� - r 1 I 2. FIELD COPNNECTIONS 'F11d1 BE BOLTED EiICEP1 WHERE WELDED I.ONNtCT10N5 ARE (.4 HOUSES)-- TO OF 0.J, r INOICATED ON THE STRUCTURAI. DRAWINGS. i A I�'•IN WINUF;IRI:1_ kEs1';T'N(• TFM A�' MPLa. EXPUSI,kE E3 w .(*Pe)00S Aub, Cl A6l rtI , • pF'M; t'_, r 1 Q� �l•r►raga A�1Sl ASS 3 WELDING SHALL 8E IN ACCORDANCE WITH THE AMERICAN W )ING SOCIETY (AWS 0 1.1-86) m C O 4 MATERW.S' Z • SFISMIC ZONE J _J (� A. FORMED SHAPES AND PLATES UNLESS NOTED AOM A a to Q r� () Q V A. TUBULAR SHAPES ASTM A.500. GRADE C STOF;E MANAGLF' �! ' ' .,r ,HF ,pMf t �n _:HAIn �1.R1 FN�. n!+1, .AF.r,. , 4vc H f4c, 1! GCE--6 , MUS' BE F?F%00vL., sok' I A',, NA SNbW LbAps FOR THE zkmoV4 AND FL AT 5, 1 . u , „t- c. FIELD HOLES ASTM J429 OR ASME J429 1,e A 2" DIAMETER. 3513 �� ..- - 5 ARI►:E J429 GRADE: 2 FOR i/4" AND 313' [)IMAETEP. C •� I I 1Ir`• Dox 19010 � `J ; D ANCHOR BOLTS- ASTM A307 OR A36 coomimp, ow 4' 1 s r , 'fCON E FIELD WELDS: AWS E70xx, LOW HYDROGEN ELECTRODES. M N _.._._ .-1 -_.._ ..L__-_._..__.___ '- �11 I SEE DETAIL 1 THIS 5HEET -� I GONTRACTOR S-IA�I BRACE ENTIRE STRUCTURE AS REQUIRED TO MAINTAIN SIABILITY NINTH F. ALUMINLM SHAPES ALLOY 6061-T8 I ��� COMPLETE AND PINCTIONING AS THE OES+GNED UNIT ALUMINUM CLAMPS ALLOT 60f13-T8. t I D.S '� ( • - - � r F _ n 71 1 METHODS, TECHNIQUES, EQUENLES C. A. H , ASM A,, U y 30 k 5 M NIML M. ! MEANS. E N COLD RMEO STRU 11J I S A 5 ' - c c � til (' R c7 ( ' FN�INE ER SHALL NO� BE RESPONSIBLE FOR THE M N5, M 1 0 5 I � �" - __ r_-. --_-._._ __ _-- —___-• _ ----_-__-. -- -_._-- __-___ _. _ OR PROCEDURES OT CONSTRUCTION SELECTED B`'' CONT ACTOR. I _00I H. �" CAbLF Mc MASTER CARR IfO GALVANIZED STEEL AIRCRAFT CABLE #3450715 r ___�_______ H� 3. THF CONTRACTOR WILL HL SOLELI' AND COMPLETEIy RES''ONSIHLE FOR CONDITIONS OF THE W% McMASTER CARR U--BOLT WIRE ROPE CLAMPS #346ST11. + JOHN 130YLc "PRO-TEC' 16ot. v VAULTED ENDS COVERING I JOB SITE INCLUDING SAFETY OF ALL. PERSONS AND PDf'ERTI DURING PERFORMANCE OF THE WHITE COVERING ON ROOF do 4 I J v WORK THIS REOUIREMENT WILL APPLY CONTINUOUSLY ANO NOT BE. LIMITED TO NORMAL f3 STEEL PLATE AND i JBING GALVANIZE) ASTM A528 G90. LJ�J VAULTED ENDS OF (4) HOUSES. ( HOUSES) WORKING HOURS WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS OWN SAFETY BUT HAS NO RESPONSIM rr FOR THE SAFM OF OTHER PERSONNEL OR SAFETY CONDITIONS AT FACE of CONC. WALL THE SITF F 4"x4" POSTS \_FPYO OTHERS) ----- 4x4 COL. �D H.P.F. u W �» 20'-6" 20'--6" 20'-6" 20'---6" � 0 OF POST do GUTTER - TYP. T m 3. 41' Or' 4 HOUSES ® 20'-6" = 82'-0" _ i A 1 FLOORl sCM lid SCALE X32 =1' 0" SEQUOIA PKWY., 14400 10 10.1) 1 1 12 13 141 ___. - BLIP 93.076 / - 2OF9 - --- ---- --- - __-- - - ----,---- •--_ .__�. _ 9999 i� �' `. � .�+•� ,.,,».,..,.,_..._9.999_. T TTl I_-� T --fl--t-114r1�11`1111`1�1iliT N.''TT3 TTTIF THIS DOCU14NT IS LESS p ' EjTI TJTj 0l T( LEGIBLE THAN THIS NOTATION, T �l AUGUST 29 IT IS DUE TO THE QUALITY OF No.3e THE ORIGINAL DOCUMENT. S 6Z 18Z LZ gZ -`Z - Z £ — Z TZ -- Z _ i 9T LT 9t 9ri 6(T�lucl iZi �IiLX1 II ,III Ii ll111111111 11111 1 Illlll�ll 11111111111{�llllllll llllll llll�ll►l illi�uu uu�lui uii�uu ►IIIIIIII ILII �� �� I �11�I1i111 111111111f11111�11111111�11�1ii11111�1i11� 1 � I, 1 ,11 , 1111�11111iill�lll11,1! 11111111 111�IIII llullll I,r , L. 1111 1111 J —JOHN BOYLE 'PRO—TEC" 16oz -- WHITE COVERING ON ROOF x 21'-4" - - - - & VAULTED ENDS OF (4) HOUSES T G PUS T � fit, ELEV 3 -0 Ak I T/MOUNTING ' BRA'KET ELEV. 11 '_5 H.P.E. I I� BY OTHERS I + I ((;d -4 I ELEV. 0'-0" CONCRETE FOOTINGS _ TIO FOUN. _ rBY OTHERS) f _ ELEV. 6 1 OF 4x4 POST ��4 (BY OTHERS)--// 20'- 6" 20'-6` 2.0'-5' OF POST & GUTTER - TYP. 4 HOUSES 4 20' 6" 82'--0" ( 1 FRONT CABLE l_ VAIItJ GCE-2 SCALE: �6' .. 1 '_O" '_.— -- --_._ -----_..-- 1 8mm POLYCARE30NA � TEMPERED GLASS - TYP 11 ' 2' +a•. 12'-0` 12'- 0" 12'-0" 12'-0" 12'-0" 12' U" 12' -T 12' 0" 12'-0" 12'-O" 12',0" 12' -0'_- _ 88'\_ 8'`$" 12'--0" 12'-O" 12'-d' 12'-0" 10'-0" Z d �, 1 S1 FI Si F1 S1 F104 F104 DI /F- 1 S1 I FI F120� k;! V M F134 I S1 D1 C1� SI �� C� \ �� O I Ek.; Tireuj WALL Ix { I ► M \ I V) (� \ i , • \ I '_j yy dd z La 6, z � Z 7'-0" x 10'-0" -3'-0" x 7'-0" _ - FIXED PANEL , :�i IDIN�, I'Atlf I 7'-0" x 10'-0" 3'-0" x 7'-0" ` -- Brim POLYCARBONATE _ i ,; Z W IMPACT DOOR - SERVICE DOUR W L { IMPACT DOOR - SERVICE DOOR \ �Y p j (1 1 TYP.) 0- U QZ Q O _ ('2 H . P . E ._ DEWALL ELEVATION GCE-4 = W Bloc Q ; 1 GCE--2 SCALE: N.T.S. -' - ~ � � 9 GCE- g _ F— LJ 2''x2" SQ. CONT. HORIZONTAL BRACE in • (3 ROWS PER HOUSE) ® FLAT m RETRACTABLE x 108'--0" (2 HOUSES) �. 0uj Ix a w < s a In v T 0 P STCL a ELEV. 13'-0 _ m Z, o T/MOUNTING I _ BRACKET ELEV. Iv-5-Ni". o V H.P.E. II I UY OTHERS • ' ' I S(E'�LH SCI xER ASSGuiAIL.., 111160, W13 VIK SIMM II Consultlllg Engineers X 11010 �11. 11m M!1• 3°03 Coler Ohio 45223 -- -- Cincinnati, GCE-4 (513) 5.12.3303 I 0 -U z ELEV. a V ..' FOUN. _ �\ _ --CONCRETE FOOTINGS I �� T` �kc4,� c ELEV. I '- S - 1 - � (BY OTHERS) pF 4x4 F'05T C7� ` ' „°.;7 \T, (BY OTHERS) 'l ' 20'-6' 20'- 6rr !� OF POST & GUTTER - TYP. -- - - ----- - - -._____ —_- �Fl, rte`• � 2 HOUSES A 20'-6" = 4 i '-0" F'v E. SC�Pti ' - (� LAT RETRACTABLE SHADE SCREEN x 108'--'J") --- ---- cro- ENIGINIER's SEAL APPLIES ccn '5 fO DE�I(_,N OF STRUCTURAL. VA - 3 PEA R CABLE L__ �_l V AT 10 COMPONENTS ONLY, GCE - 2 - acw I'm GCF 1 SCAT F: !�" = 1 ' U" SEQUOIA PKWY., 14800 93953 3 BbP 93-0076 3 OF 9 nrn IF THIS DOCUMENT IG LESS i �I �PT7I I 1 1 Pl 1 I� I'I' 199,'x3 t LEGIBLE THAN THIS NOTA'T'ION I � 6 S 10 11. 12 AUGUST IT IS DUE TO THE QUALITY OFNo.39 ® " - • THE ORIGINAL DOCUMENT. £ 6Z 8Z GZ f1 r Z Z £ . �Z TZ Z I Bjt Gt 9T 4t 6T ET ZT ti T fl° G 9 9 — EE II Z I Tun I' VIII ' ISI I I- I �llJ l lllllll IIII,�IIuIIIIzil I I I I I III I � 11 III,�II�IIIIIII,IIIIIIl I111111111111��11111111�11 ! \II� 11 llll� Illlll�l�I1111�Wllill�ll llll.11 , VIII ►III►I�I llll�l�! i ..r, II I� 1 IIIII�IIII II I lIT i i FRAMING SCHEDULE opmAsa l4 al q Uxk K DESCRIPTWN (ALL "T'1 ( V B - - --' Y SO ROOF BOW �4 N/A C ❑ Y v 4' GALV. TURF PARTITION POST ---- — CBt -- 116" NIGH STRENGTH DUG. CAB.L BRACING 0 JOIST TOP CHORD (I k t/GCE-5A) TYP. EA. HOUSE AS SHOWN EL I C82 W ;4IGH STRENGTH DIAD. CABLE BRACING FROM INTERMEDIATE BOW TO BOW/PURUN CONNECTION (4 k 7/CCE-5A) TYP. EA. HOUSE AS SHOWN N/A DB 1.315 DA. . 14GA. BOTTOM CHORD BRACING .. .._.. .._.. .._. T ,1 .T— _.-. D - - 1290 GALV PA GUTTER — T�N.r 7 'r -- ---- ( GO -- - 1298 GALV PA GUTTER W/DOWNSPOUT jD 01 § DED - - CUTTER EXTENTION W LOED END — — — I 1 I N/A GP C3 Y . 0 GA.V. TUBE GABLE POST �..�.. .._.. .._.. .._..1.. J.. .._.. .,_.. .._..; N/A G1 Y SO. GALV. TUBE GABLE TOP CHORD ' N/A C1 — — 1290 GALV 6/12-PA GUTTER N/A 02 — — 1290 GALV 6/12 GUTTER I I j HillY x Y HORIZONTAL BRIDGING 1 RUN CENTERED • MCH S 3 RUNS • FIAT RETRACTABLE TYP. LOCATED • TOP CHORD PANEL POINTS N/A H92 — 1.315 DU. HORIZONTAL BRIDGING I 1 I b J 13)/1 DEEP BAR AT T/POST IV y N Jt 13W DEEP SPECIAL ENO JOIST (DOUBLE TOY F'gRD) 1 N ----- Y 50 KNEE BRACE W/CROSS TIE `..j.. .._.. .._.. .._..j..�.. .._.. .._.. .._..� — Kt ------- 2' 60 KNEE BRACE 0 SS TIE 1 1 ! W/O I I 1 3 b P -- 1.315" DU, ROOF PURLIN [N/A P3 --- 2W 50 GALV. TUBE PURLIN 11'-II)C LG.ch A RS 1.3t5' pA ROOF BRACING i J i J i S X PARTITION GUTTER WIND POST BRACING 1 b II N/A T Y . Y TUBE TRUSS IU ILS (71 I - i i 1 ry b N/A V -- - DOUBLE VENT RIDGE EXTRUSION I I 1 W X ARCH HOUSE GUTTER WINO BRUCE J T J T O N/A W2 A-FRAME GUTTER WIND BRACE 1..� 11 1 b �' ❑ ❑ 2 x 4 GALV. TUBE POST n_ g GCE-4 c� GCE-6 I WIND PST ASSEMBLY u 60 H.P.E. �U n (BY OTHERS) j N/A 2 x 4 STUB POST W/ANGLE BRACING ( J I ® 2 x 4 STUB P057 W PECIN BRACKET (J Y#Tw < 'a I 1 r I ___ 1.315* 14 GAL TUBE DUG. BRACING FROM j1 TOP CHORD TO HBs —"5 4z2 GA�V. PO-_T (23 REO'D). O N/A DBS (ONE PUCE ONLY) • FREE STANDING STRUCTUR' W ILO k4 r,; BOLT TO 1/0 FOUNDATION. (ELEV. -1'-B' U.N.O.) N/A I I 1/0 POST ELEV. 13'-(f U.N.O.I --. ' HISS -- 2" SO. 15 GA. TUBE JOIST BOTTOM CHORD BRACING CENTERED N i J i J i IS 4x2 GALV. WINO POST ASSY. (6 REDID)- N J BOLT TO T/0 FOUNDATION. U IS 4x2 GALV. STUB POST (11 REO'D). I 1 I (ELEV. -1'-B" U.N.O.) b Z BOLT TO H.P.E. SUPPORT. T/0 POST ELEV. 13'-0" U.N.O. iv V "' 1/0 POST EUEV. 13'-O" U.N.O.—.. I i _ 1Z E[ Z —. r PURLINS _..�_�.. �• ,1�', �__ 3 LOCATIONS PER HOUSE h Z ...j.. .._.. J . _... ZW 4J F 1 I I x_11 OWw OL b WHO I 7La" iV 0 Z 0 C� W cy 4 '• Z n I IR: , I IA °1• , � i \� , '1 , `i° ,�il ,. b = CaJ !- 6 - I - -fs B-I I 1+�� — 1 L....--T. A... `{.•xFr>ti1-. nn J Ilx I I I 9 I � I I I I I j I 2 mo 41 Si El LA SCI AL0 ASSCCIAIcS, INC. k' O U ConsWlin3 Engineers awl3903 Colerain AVenUR a a - `+ Cincinnati, 20'-6" 20'-fi 20'-6" (5 ) 542.3300 CDm O 1iJ H OF POST B GUTTER - TVP. Z - - --_-__-- 4 HOUSES 0 20'-6" = 82'-0" a i cE s n' r 194!011 M07wam mc. 10.1) I fi ¢ t t 12 13 14 2 '.u' t7 P.O. 001( 10010 CCc-s �fFFNF. SCHp��� .. CriC1NNATl, t�{ ESA]lLING PLAN � •.� ��/� /sv Z SCALE 2= r-o" ENGINEER'S SEAL APPLIES TO DESIGN OP STRUCTURAL �_ Va COMPONENTS ONLY /"�) W ��..+ L! d GCE- 3 BEG'JOIAPKWY., 14900 BUP R3 93953 93-0"6 I OF t t IS LESS III i � � � � > �B Hr�( �T IF T41S DOCUMENT i 777VP LEGIBLE THAN THIS NOTATIO ' VN14 e „ 29 _ - 1995 IT IS DVE TO THE QUALITY OF GS THE ORIGINAL DOCUMEAT. O,s�T IIN1I0IIIII1IIIII1IIjI111jil"WIIIIIlI T T 1171111111 �I1W11111111111W111 o Lk I� 24XI JOISTBEARING ELEV. f E'LEV. 15'- 10" 8mm POLYCARBONATE - TYF' - \�' i OF GUTTER & POST 1 � \ WELD ANGLE TO BEAM %/ ------ -----_--= -___-- -_ - I (BY OTHERS) - I�-- 2' x4 GALV POST (TYP.) W8 BEAM ��. (BY OTHERS'- 2 THERS) Ymrn POLYCARBONATE ' - 2 ` WELD 3"x5" ANGLE LLV TO COLUMN i ' I S STD. POST FOOT GCE-4 ( ) + PUTTrLA�TIC SEALER /� I d HEADER ; (811' 07iHER5) - ' T5 4x7 P(1' T- / I --- BETWEEr' GUTTER & ; (,UTTER SADDLE ELEV. 13' - 1 1" tI ' — FORMED GAt V. STEEL. GUTTER I \ " DIA. 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