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Lam' '! v PV CMG 1a- — I " r WA L ! -T ,t a r 7 t ter SCALE: ROVED BY: DRAWN BY DATE: ro' REVISED �. t DRAWING NUMMR t , y�X 3A PRINTED ON NO.1QQQbLA;&AAtiPlltN7 w r , N G7 If 1 1; Li i I �j I � ��"JrGN � y k 1i �I � 1 • ', � l,J� �'" r���a-L I ' �i � � R �' MJ u1 '*' ! r � 1 T ♦1 --r-1 � � ., � R I �; �. . -- - -� �' . _ - , �_._ t"'AI'-.!F !_ �ji i:i,`ice-!!� I ell . t _� - �r r • I { 1. I k Tij 1 41 if TA it I'l ETf►.L_ Pam,!.1 E L •-- ��< -� it ul If -__-. _ .___ ___ T L AT 1 r-� 1 �r�r,,� -�°`.P� �- Z Wit:.�..;•+j_�, a---`r 1� i • ?► SCALE: iz; 1 A�PROVEDQY: DRAWN HY 8 r ° DATE' 24 X 36 PRINTED ON NO.l000m CU"PIIINT• - - WI6 X36 W15 X36 W16 X40 W16 X40 Ai t t t f i t + 4 12K r L2X2 B C4 X _r U WI6X31 I � L2X2 N n + + c+v + + 0 6; 2 � • I L2X2 12K1 i 2 L2X2 1 I W18X65 WI8X35 W1gX11 WI8X1I Brl i I L2X2 2 r 77 12KI 12KI \n cv N +J fir. , ` c+v L2X21 A � A I 2 vo``� 1 � \99 `9 20K5 ` X 9 9 (TYP UNO) •0 0 N W14X22 L.2 X2 I 2 i C'J 12KI L2X2 3 i C Wlro X40 WI6 X36 WI6 X40 W16 X40 TOP OF STEMr= ='1 1/2 " U-N.O. ---- --------- - ---------- - IALL BEAM TO GOL GONN ARE 1"!OMENT GONN% Of 2ND FLOOR FfRX-ZING GO�Ui"11�15 cr♦APLEs FEW$RE GAPE ISLANDS STEEL STRMTU' 1 # 5 LINES T65XSX'12 No. 2,3,4 LINES T5aX5XFl/a /ST 200 AIRPORT PLACE � �Y ANN I S, IviASS DRAWN BY�-� S T E C O ENGINEERING COMPANYA`E REVISED DATE -- CONSULTING EWSINEERB i PLANNER5 -- 81 RED ®ROOK ROAD WAQUOIT, MA 02536 CzENERAL NOTES LIVE LOADS: ROOF - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - -25 PSF FLOORS - -(INCL 20 PSF PART LOAD)- - - - - - - - -50 PSF WIND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -21 PSF CONCRETE NOTES 1. CONCRETE STRENGTH is 28 DAYS: 3000 PSI. 2. NO CONCRETE S�-IALL BE PLACED IN WATER, NOR SHALL ANY FOOTING BE PLACED ON FROZEN SOIL. 3. ALL CONCRETE WORK AND REINFORCING DETAILS SHALL CONFORM TO THE LATEST A.C.I. CODE AND MANUAL. 4. REINFORCING SHALL CONFORM TO AST" A615 -GR6 0. 5. ALL CONTINUOUS REINFORCING SHALL BE LAPPED 40 DIAMETERS. 6. PROVIDE BAR SUPPORTS,SPACERS 4 ACCESSORIES RECOMMENDED BY THE A.G.I. DETAILING MANUAL. ° 'l. PROVIDE A MINIMUM OF 6" OF WELL COMPACTED CLEAN, COARSE SAND AND GRAVEL UNDER ALL SLABS ON GRADE. 8. WHERE IT IS NECESSARY TO RAISE GRADE BELOW SLABS, GRANULAR FILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO S5% DENSITY WITH A MECHANICAL VIBRATOR. 9. CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS BEFORE ANY POURS TO ALLOW FOR INSPECTION OF REINFORCING. STRUCTURAL STEEL NOTES I I 1. STRUCTURAL STEEEL SHALL CONFORM TO ASTM -A36 AND SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST DETAILING MANUAL OF A.I,S.C. AND AMERIGAN WELDING SOCIETY. 2. STRUCTURAL TUBING SHALL BE ASTM-A500, GRADE B, Fy = 4(o KS 1. SECTION 2 3. ALL FIELD WELDING SHALL BE DONE BY A.W.S. 3�s11_1, -0„ S 3 CERTIFIED WELDERS. 4. BOLTED CONNECTIONS SHALL BE 3/4 m A325. I STEEL JOIST NOTES ---------------- L- L� ' ' 1. STEEL JOISTS SHALL BE DESIGNED IN ACCORDANCE WITH THE S.J.I. AND SHALL BE FABRICATED BY AN APPROVED MANUFACTURER, ` -- - 2. JOISTS SHALL HAVE A MINIMUM BEARING OF 21/2 " ON r---- - ----- - r-------- ---------+ r--------- I I I I I I , r------- STEEL. IL ---_----_---� 3. EACH JOIST BEARING ON STEEL SHALL BE WELDED ------__ -_ __ `__ ______________J ------------- THERETO AS PER S.J.I. SPECIFICATIONS. 4. END JOISTS SHALL BE ANCHORED TO BEAMS AT TOP AND BOTTOM WITH LATERAL ANCHORS AT ENDS OF BRIDGING LINES. -- — —;_ 5. STEEL DECK SHALL BE PLACED ON JOISTS AND ' rill WELDED THERETO ACCORDING TO MANUFACTURER'S STANDARDS. --~ 6. ROOF JOISTS SHALL BE BRIDGED PER DRAWINGS OF MANUFACTURER. � SECTIONS, DETAILS 4 NOTES c► s F�6 CAPE 4 ISLANDS STEEL No.343H DETAIL DETAIL 2 DETAIL 3 DETAIL 4 '' 200 AIRPORT PLACE 3j8 11_1 _0 S 1 3,8��_1 _01 J l 3%"=1' S 1 33/ 1'=11 -OM ��l HYANNIS, MASS F2oNT GOR�lER� (FRONT) (REAR t SIDES) (REAR CORNER) ALL PIERS 16 Xl�o DRAWN eYG'93� S OENGINEERINCs COMPANY�'`u-E 44" W. 4 -"6 4 "3 TIES im 12" REVISED DATE CON3I 81 RED BROOK R6 � 1®L AMtER9 DWG NO. 81 RED B!�'OOIC ROAD 8/1/96 WA6il,IQIT, MA =53 , 968fdi-$5 4. a . ._ <. ...,. ia. .-.Tea n w_ . ,: n, .,^sup,;.• � ,. .>. .. ; - ,. _ 511 `n .t cr PAR 1 1 r`! ' _..., :.... ..•, r. ...>,.k I`. ,;. ..... , '-' ...as+." ',z ,,-. a M:. r'+t.� r r 5£ : st tt 1 1 yYr/. tr 1 N r 1` 1 t 1 q �f n l s t W14X34 t t�;.4i�✓� � C , 1 " - - 9 • --x 3 - r. I Y�j . x X X 71 3 _3 rt- I , j W 4 i� _ 14X34 i 3 W14X34 c -3) U114X34 ' Lj14X34 j � T NO �� LINE OP OF 5 EEL L;NE E I� TT'PI''A' F '. L!NE5 1 a a _ TOP OF STEEL TO MATCH 32LN0-1 PITCI4E,'�'. J015T5 i I f - i } i I 1 , r , vet` 4 x r. i- x 1, �• � 11 � � 3 , i L i I t 1 I - , - K , x U;14x34 UP4X34 11;434 UJ14X34 X - I r O T_ --WOOF FR Xl%l lNC3 PL,4N CHAPLES J I FEw6RE STRUCTURAL No. 34359 4 �,Sr� ° w 200 A I RF'ORT FL4CE , i I 3 V� D►�AWN BY�� ST E C OENGINEERIN* COMPANY�ALE� N GCN8l1LTIh4G EWSINEER-b # Pa.raNPIER3 1 �' �✓:' REv13ED DATE 81 RED BROOK ROAC DWG. CIO. 8,1�36 9(o P�r ra 3 .,` u1a,Ot,ip1T, MA 0253h 1 Xx 20' -1013/ „ 2 12' V 1/1( ----- --- ---� --- ---� r lu /� ul I u ,! I I I u ul I I u ni I j —tu u, f� -----J B L----------------------------------J B L------------------------------------� A I • --------------------------------J B L---------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — I ----------------- ---------------1 '----------------------------------, r------------------------------------1 1 � L_ J I I I I I I L J I I L--- ———J L--- ---J L--- ---J 1 I I ( 1 I I I I I I I i l I i I I I I I I I I I I I I I I I I 1 i l I I ! I I I I I I I I I I I t I 1 I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I 11 1 I I I I 61 I I I I I I N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 I I I I I i I I I 1 I I I I 1 I I I I I I ! I I I I I I I I I I I I I I I t I I I I I I I IrJ.C. I I I I I I I I I I I I I --- --- — --- f 1 I u u I 1 uII I I n u I r- l C I I C I I I I I I I I I I I I I I I I IuA° I I I I I I I I 'Aul I I I I I I I I I I t I _ I I I I 1 I L J r L--- ---J L--- ---J L--- ----J r I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I 1 I I I I I o ol ; III ( 1 1 I I I 1 1 I I 10 0 01 ' ' I � 4" SLAB EL. Cd' _0" I I I i I I I i I I I I 1 1 1 I I I I I I 1 1 I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I 11 ! N j I I I to I I I I I I I I I 1 11 1 I I I I I I I I I I I I I I I I 1 I I I I I I I 11 1 1 I I I I ( I I I I 1 I I L------------ -------------Jr74= L-------- ———J I I L-------------- - — ---------------------------- — — — — — ------------------------------ — — — — — — — — � I 1 -- -------------- ---------------- 1 -- i uQ u i i nBn r---- i nQ n i-------------------- � uA I L-----f—i-' L--------J L--------J L---L—.,----J -------� i Or FOUNDATION PLANQ W. 5 -05 EACH WAY ALL FOOTINCxS 12" TI-1(CK �CHALES --- ---- -------- • � F EWORE A - 4' -0 SQ o r STRUUCTURCTUPAL N CAPE 4 15LAND5 STEEL No 34359 B — 4 -(o 50 Gisli ��`�` 200 AIRPORT PLACE C — 51 —0 5a �(� I4Y,4NN I S, 1"tASS DRAUJM HY o cgy S T E C 1 J ENGINEERINCs COMPANY -- ---- CONSULTING ENGINEERS t PLANNERS -- - --- ---- — ---- -- -- IREv13ED DATE -- -- DU1's. NO 81 RED BROOK ROAD 8/1/91b WAQl101T, MA 02536