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1513 IYANNOUGH ROAD - 253-018-001 (3)
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Ste► � 4+,•y^'f'.p��! � �ItY f+3i '" ....._. d •,a w�-. .T' .ib�iY�"`+� .5�1`" g ., ... t-�. _* ",. :, -._. y..nww...+...,r+..+_,•.. � i r,._-wn� ..,.,n, +M .,•.-.. w ,!. r.w __,._..._. _._.. r •Y ..,.+..�,-,,.r.«._._,_s e ♦ s•._ 5 t v c% •T � "�„a �e , { �! !te r. s�f'. a? � _ Y —...n.�.-r��. , - r. 4 ar i tq ct ik At # - `�3 w o � - x • SHEET I OF 3 WETLAND ev fF�P A A A 6 SEE SE-3-2980 FOR ORDER OF CONDITIONS 150/80 /` A #82 edge of existing pavement -- - --- -- - / ---- --- — --- -- - -- - --- -- - - -- ---- - - --- -- --- - CLOSE ENTRANCE & EXTEND GRANITE CURB STJ TV HIGHWA Y -- RO UTE 132 K T° PROPERTY LINE PROPOSED CATCH BASIN - 2 0'�, 'W!O E U-�- - -- -- --- -- ISLAND aye gI �W7 i PROPOSED NEW SIDEWALK !� 9� \ / WHEEL CHAIP. RAMPS - �Z �� r WHEEL CHAIR RAMPS Or. HEAUWALI, cQq� \'� FOR DETAIL SEE CURB CUT PERMIT LAN °o TEL. BOX ,r �` � — _ BY VANAS�E & ASSOCIATES INC� -- ��s DATED: DUNE 14,1996 PROPOSED WATER UNE i S62°17'37'E S62°17'37'E 159.29' 4C. ( z D 658,68' c o.FNo 2 1.3� - - --------- M.H.B. FN --- ---- --- � , I 7 Uj / T I � f I C� // MOUND A' HIGH I1nUN0 4' HIGH ^ o { r c - 2 / i! 2� I _ F ', z r 8 spaces N U z 40 J . � _ r�'e lin I I F9 E LT ANEW \ 0 Z) 15 s�+aces .--j _- UNDISTURBED AREA �? BUILDING OFFSET LINES N 3' -- --- �"` 70- GRASS � ,GRASS � � GRASS Y GRASS � J i � � � Q E- . ^ RE TAINING / ALL r GRASS ;� GRASS 14' COVERED wX%k OWNER• ---`-- GRASS a J , T , % 45 8' RICHARD N°VICh \ Q / / r r r r I -- _ 3 ' 160.00' ( ; 794 PUTNAM AVT / / J COTUIT, MA. -- .0 / /' / DEED REF : BOOK 877? PACE 61 \ 14' COVERED WALK ;�, in APPLICANT: �� ��a• , %, i �� r PRISLANE LIMITED VENTURE R.T. 140.bb' n ` � J RETAIL �UILDING , 15.8 0.00'I C!0 JOSEPH KELLER o �i o h4`p 101 DERBY ST. MON. HIT N r i % , / j �, 30 HINGHAM. MA <, OFF r� 19 I 24 _� r,co o r !Ir i BAXE ENGINEER: NYE INC ��� L I o r 812 MAIN STREET <9O _ o OFFICF BUILDING 0 0 � � � , n USTERVILLE, MA O LOTS 11 2, & 3 ;186.00 ACRES I FIRE LANE DELIVER" LANE 6 ; PARKING CALCULATIONS TOTAL PARCEL SO. FT.I \ - 1 11,250 S.F. - OFFICE - 2 UNITS = 11,250/300 + 2 = 40 SPACES F WETLAND 11,250 S.F. - RETAIL 2 UNITS = 11,250/200 ; 2 = 59 SPACES r 7,702 0.18 In \ �� r I I TOTAL REQUIRED = 99 SPACES TOTAL SHOWN = 102 SPACES _ -- 1db.00' I UPLAND - -_ 185,305 4 25 C. r �, , r r, �r / Ji 'r ' '; i r� �� 'y ! 1 `°I I ( I ` ' PUMP HOUSE 5 SPACES RESERVED FOR THE HANDICAPED ARF INCLUDED A5 1 I j HANDICAP PARKING SIGN TOTAL 193,007 I 4.43 `S� 1 n sidewa k paces / HIGHWAY BUSINESS `o '�' - to ~ ALL UPLAND 135,538 3.t t 17 spaces ���/ j DUMPS T RS = w BUILDING INCL. COVERED WALK �' �G < 8 5' 8' 11 spaces 1 ----- ( ) `2 8,838 --- 0.6� �22 ''� y� �G �l �� \ � �----�--{'--� � I } z � � IMPERVIOUS 81,-928 1.88 n� ,� �G J` v - --- - [ _ _ I cD o S, 19 spocr CD Z (V NATURAL STATE 57,374 1.32 I \ I -- y ^ 1 Q o Q �' v ----- WOPK LIMIT LANDSCAPED AREA - -_47,514 1.09 - HIGHWAY BUSINESS !. BUILDING COVERAGE - 28•855/ 135,538 _ 21 27 - OFSIDENCE `b-1 4N 2 c,• Z r 111dp15�TUReEO -AREA }+� �_I = 57 374 185 305 -- 30.96% � I� `� NATURAL STATE / �, �> AREA = 81,928/ 185,305 = 44.2� IMPERVIOUS RE C.B FND ra ENCLOSED BUILDING AREA = 22,500 S.F. � INDEGENOUS V' GETATION SUFPFR ZONE i UNDISTURBED AREA L ' GENERAL LAYOUT PLAN ol IN (HYANNIS) LAWN PLAN BARNSTABLE MASS . Fc,P SCALE: 1" - U' �A A-t BRISLANE LIMITED VENTURE A 4 A ` Fri GRAPHIC SCALE r R5 � ! REALTY TRUST 0 15 �-t1 6 0 �� SCALE: AS NOTED DATE: AUG. 28 ,1995 -i■�■■�: -1 A-, _ R5 A-16 REV. SEPT. 7,1995 REV. : NOV. 14,1995 A-8 REV. ,)AN. Z2,1996 REV. MARCH 25,1996 10• I+ wOt� A-15 REV. AUG. 08,1996 REV. AUG. 21 ,1996 SHALL O W POND . 9g�� - 1 B A X T E P & N Y E i N C F\o�d REGISTERED LAND SURVEYORS ,i edA o. o� NP A-13 CIVIL ENGINEERS^ r �" IL AM .T �s (A GREAT POND) e,� O TERVIL LE, MASS, N Y E o. 1933 T 0 #94153CR-10 n t SEE SE--3-29� FOR ORDER OF CONDITIONS SHEET 2 OF 3 i 150/80 ZONES %� LEGEND i HB & GP 8 edge -,f existing p2yol_ Pent _.._- ---- ----- --- -- - % -.-. .___ __-_ ___._ _...._ �- _____ _- ---- — -L I E CH PIT -' O A - CLOSE EN`RANCE & EXTEND GRAM Tt CV S \ � CATCH BASIN OWNER: STATE' HIGH WA Y - RO UTE' 1�� j � & SIDEWALK TO PROP�Y�' LNE 85' -9-- TELEPHONE & ELECTRIC POLE I HARD NOVICK PROPOSED CATCH BASIN Gv ------- - --------- 4 U NAM AVE. 200 WIDE COTUIT, MA. 0 ` CURB DEED REF : BOOK 8779 PAGE 61 � FG 51,00 —' - -- __ -- (� GAS VALVE 92 _ _-_ .__ .-_ t ISLAND ruR - \ III CRUB CUT CATCH BASIN APPLICANT: ' - _ -- ---- ---------=_-_-- --51D-E-Y� -- - _- ---- -� paved sidewalk �` ® CONCRETE OR GRANIT BOUND FOUND IN POSITION [7 BOUND FOUND OFF OF POSITION O _ �' _�r'�P PROPOSED NEW SIDEWALK �� Gv ( \ _ v SIGN BRISLANE LIMITED VENTURE R.T. ---, _ F C/0 JOSEPH KELLER O ' _ \ WHEEL CHAIR RAMPS �� ri �� �°0, \ EXISTING CONTOURS 101 DERBY ST. WHEEL CHAIR RAMPS S HINGHAM, MA z� \ / Tom. HEA.DWALI_ ��c \ BOO ` '�O'i \ 0 FINISH CONTOURS FG FINISH GRADE ENGINEER: �� �� BOX tiiTn Z FG 50.50 FOR DETAIL SEE CURB CUT PERMIT PLAN \ o� BAXTER & NYE INC. �A BY VANASSE & ASSOCIATES, INC. L 812 MAIN STREET �' OSTERVILLE, MA. ? PROPOSED WATER LINE -a- CAT S62°i7'S7'E 7 7 1 �9 62'1 °E S6c 17 37 E u, 272,68' _-._-.__ -_ �.)a I 658.68' C.B. FNd. 241.32 BENCHMARK = 52 8' �� r ---- �r .__- - �` 1 �,j SYSTEM #2 -- -- --- -- 0CLEV, 54.59 SYSTEM_ T _ 10r -- ---- --- N BENH MARK ------- --- ----- PIt`I N 1�' � (n - _ 2-6' LEASH ITS WITH 2' OF STONE � ��_ 2-6' LEACH PITS WITH 2' OF T N _ S O " � x, PIT 1500 GAL. MOUND Z �.--- - 2500 GAL. --- -__ o m FG„ m •! BEX 00 SEPTIC TANK o Cp SEPTIC TANK n, TALL C�R STOPS o m C. PIT 7- \ FAST UNITS PI T 7 .n �' _FG 47.50 IN V. 42. DIAM 1s GAUGE _ CORR. AL. PIPE ELBOW CEMENT MORTAR �� \ - - -- - - �v 1 �Fj.o0 -V I I / - - --J - _- FG 46.50 10� GRAS�EL) 9WAL 12' DEEP - t2' WIDE2-11/3" DIAM. HOLES i. � - �--_---- - - FG 48.00F 47. 0 2' OF r2' DIAM `T- - R ;TOPS INSTALL .CA CONTINUOUS WELD 0 JOINT QG47,50 Gp ASSEO SWALE t 2" DEE1 t�' Df_ FC 48.00 '{ FG 48.50T( T { I { •� B.Op1 - - '� F .50 ~ �- ►, 594/1 8' wide LL CEMENT MORTAR �Q - - II 1 1 1 +a• / / ,� 0 GALVANIZED STEEL. O I g0 1 I i { �_ 1 Y ONCRETE CURB ON PAL��( Q�F PROPERT' 6 ( -- �1LANE m �, 8" X 12' CARRIAGE BOLTS BOLTED ANGLE BRACKETS i � . 1 0 TO TOP OF WALL WHERE APPLICABLE [�,1.11LDING OFFSET LINES , c 3 00 4" X 10" PLANKS REINFORCED CONC - 7 1 �" �` � CATCH BASIN ;� a. i / .r Q oil _ \ 71 --- = 1 . d, ' �` ` q0� r` FG 49,80 aOt,F DRAIN 'I 114' COVERED WALK IETAINING WALL o� `�' �t 41 I �— .7 �� Q (` 3 { i //// / rr / '/ Jr /i /, , '/ /f '/ / ' '/ / r / Y / / _—. ''� µ .I T YP. , Ln 3 / �/' a o CAME RA UAr TRAP cn : _ __ __ _JJ ry ---'- 150.00 OR1MN/ ' c? ct NO SCALE O i ROOF DRAIN Rd DRAINV7)� Q t E- 0.1 �_� FINISH FLOOR EL. 50. y, 14 COVERED WALK a / -+ �E�TION 6' X POSTS ELEVATION Qx '✓ /, ' / ' , r,' , // /T. . // ' / '/ // ' 11 / ' o RETI�fL BUiLDINCi C� ;� / HIGW �'.h. �9.0 2 INSTALL FILTER FABP!;;, UNDER U Q o 140.00' ' t� T�rP"k �� G-VA.W RAL FINAL DESIGN f `r >���R BASIN GRATE WHERE BASINS MON. HIT I `' -- HEAVY DUTY CAST IRON FRAME & GRATE ARE fN GRASS AREA UNTIL `z I / / -.� ' �" v FOR LOW SPEED ROADS AND PARKING AREAS ` -j / FINISH FLOOR EL. 50. L NO SCALE OFF I � a 19' - GRASS IS ESTABLISHED. I ^ q / 18" BITUMINOUS CONCRETE COLLAR HATCH PATTERN GRATE 1 oo q 24 8,. MIN. a I o,� �/, Ji o'/ ' ;*� S, 12' REVEAL 'mot Tl F R BI O c�� MB._ UARD P.AII_ �OPM. gc - O c7 / ' 2 LAYERS D / ✓ / / / ' / 'i / '/ / / / y! / I T-___NC` f�U IN /; 49.5 �- - CONC. RETAINING WALL -� n- - - - - `/ , 00 DESIGN BY OTHERS `' 4 SO. OPENI N( - _ �� f FIRE LANE DELIVERY LANE 0 I �� 2 r _ - o // / 4 INSTAL CAR STOPS - _ I F.G. 49.4 { f Y I w MIN. 8" OF PROCESSED GRAVEL. / NATURAL GRADE t ro I w _ - (� PAVED SWALE/ O Q>^I d o e - MORTAR ALL JOINTS ----.� /' 140,00` -IMF' HOUSE F— V) I ` _ 6' DIAMETER �' / / '; / / "/ / / Q p t_ i' ( I I W J _ � ?N C-C SOLID CURB 2 Q -------� OUTSIDE OF PIPE nc�, ^� \ sidewolk � 6— - F.G. a'_hAN 48.91 -- C. RETAININQ WALL 1 + 2" CLEARANCE 0) 00 14 sc�a es (� 1 NO SCALE L, 0 12"PIPE N Y \ Lj �, gyp , ! ➢ S ALL PIPE TO BE SMOOTH LINED o I I JMPSTE Q = - c HIGH DENSITY POLYETHYLENE. o� { ! ( ' •''� l 17 spoces SOLID CURB - GUARD RAIL > 8' S' 8' 11 spocPs r ( { 3.. SEE DETAIL AIL e FG 46.2 �---� "'� ------___f3�0�JC L"- AYEp � PAVE FIRST 12„ 5 ' G pa + d �, CATCH BASIN IN 2_L.AYER" 6' MIN -"� D _ �� r- 19 spaces I FG �7.5Crr.= <�.. F 47 CATCH BA.4N LONER 8„ I R-------______ED_ 2 1 - OIL. A R ANT PILLOW SOLID CURBf E 4 I BSO 8 LLO 46 __�- INV. 44.0L �1 2ALL CATCH BASIN y If I d4 FR `. ;;� �- ;1-t ` PAVED WATERWA'r 42 FROST FREE \ _ 4 MATERIAL �p FG 8.oC I i G i.50 �, WIDE 8" DEEP LB � 0 — 33--- PRE1✓'AST CONCRIs'1'L' CATCH R.4.SlJV r� N 8 B I g _ 6" X 8" R.R. TIES r �`�o. �� ' --- -` ----; --- ? `• y` 46 -- P � TION A-A CAR44 SAPS mQ���t� SPIKE WITH 10' GALVANIZED SPIKE_, (! RAIL ROAD TIE RETAINING ALL NO SCALE FINISH GRADE HEIGHT VARIES 2' TO 4' v 7. 60 6," `� TIMBER G SPECIFICATIONS FX8 TIE BACKS 8' O.C. 8' LONG it SIT• ONC NI s GUARD RAIL CONCRETE MINIMUM STRENGTH; 4,000 P.S.I. 0 28 DAYS �� "- = ��'ti�ED I(�( WHERE REQUIRED EXISTING GRADE :G `' �-LAv c SEE PLAN ER STEEL REINFORCEMENT; ASTM A-615, GRADE 60 ./ 8 PRWEIGHT- 375 LBS. - C.E. FNf' r. OCEss r LONG . LOTS 1) 2, & 3 .'\ z '-RAVEL,' 2 6' LOAM & SEED I �, FROST FREE c, 1 6X8 CONTINUOUS DEAD MAN 185,305 S.F . UPLAND � MATERIAL 6" N - PRESSURE TREAT ALL TIMBERS �' ')2 S,F. WETLAND ' ��. BUFFER ZONE Y - I L �. _ NN_ 'tti 4.43 Ac, TOTAL o E 17ON R-R S1.LID CURB NO fF�o / CALF SECTION SQL' 1'l'P a 7WER RETAROMG HALL A 2 PLAN OF DRAINAGE & FINISH GRADES PRWAST CONC,�L' PARKING S�t7P _ NO SCALE NO SCALE �, - A-4 �i IN NOTES R`"� R5, (HYANNIS) 1 CONCRETE COVER TO BE SET IN FULL BED OF MORTAR, i _ R5 2. CONCRETE COVER TO BE FOUR INCH MIN. THICKNESS & 3' MIN DIAM_ _ BARNSTABLE,3 ALL UNITS TO BE RATED FOR AASHO. H2O LOADING 12 _-- SIDE-SLOPES 3: 1 R5 MASS . a ALL PIPE CONNECTIONS TO BE SECURELY MORTARED IN PLACE � , 4 MIL. POLYETHYLENE 12'X 12' MIN. SINGLE SHEET ��, A-3 H COMPACTED GRAVEL BACKFILL MINIMUM DEPTH 12" wOt� A-1 BRISLANE LIMITED VENTURE � ,�• / b� C3� .--�./ A'T'1 REALTY TRUST PEASTONE �° E G _ •u'i,.�--�.1'.. and ,° n ' , ,' ° e o WATER ELEV. t0/06 j87 - 34.43' A_d °°nn•°an O O O O • . A`PIPE \\� �� e�1\�� A-13 z I ne s 1,nD e°, O o O O O., 2 4, .2 s \ __.'r_". -------�"�` �j er WATER Et.E',/. t/10/95 - 34.23 rl n°p°n 0 0 CD OGO .r ia'aeaea a°1 a —1 112' STONE 6" LOAM & SEED �.. RAILROAD TIE 4 /•� o = SCALE: AS NOTED DATE: APRIL 11 ,,1995 en�a p�p`n':� 0 OO� CO O aa� �_. "_� / CHECK-DAM A-t -_ .--'�� A�' ' - n n O O o o a° an° REV. TUNE 6 1995 REV: DUNE 1 ?_,1995 o °� OOO O OOO °dada°nnae`a WEEP' HOLES " 30' O.C, ZONE H8 -`��A-tom REV: JUNE 14,1995 REV: OCT. 31 .1995 O O O O COO °ae`ne n enI J . ennn O O O O enoa°a;a� STONES PREVENT REV. NOV. 14,1995 REV.: JAN. 2,199E O O O O O O O n°a-0nea °n� DOWN` TREAM SCOUR ZONE RD`t a, REV. JAN. 24,1995 REV.: MAR. 25,1996 In°p°►pO° OJ''��.../ O O O REV.: AUG. 1 ,199.E O O CD O O a ea°°an \�,�, PLAN. O C O O BAXTER & NYE INC ��(ILIAM `�Gr _-�- � /\/\/, / ,/�/ //\ , REGISTERED LAND SURVEYC]F.S, - a. .��t�Tlc OF' G$4S5 S11AL1�5' G�' ; SCALL SHALL 0 W POND CIVIL ENGINEERS J No+l9 E CA LEACH PIT NO SCALE 0 1' 60 OSTEPVILLE, MASS. NO SCALE (A GREAT POND) R 9 1 _ 41 �.. -f3 A \ d` �p0 \ A5 AC M SHEET 3 OF 3 \ 1�0 j80 �� \ - -- - _- edge of existing pavement` ❑ --- ---- --- --- _ CLOSE ENTRANCE & EXTEND GRANITE CURB SEE SE-3-2980 FOR ORDER Or CONDITIONS STA T.�' HIGH WA Y RO UTF_j 132 do SIDEWALK TO PROPERTY LINE _ i 85' '100' WIDE WHEEL CHAIR RAMP CURB PROPOSED CATCH BASINI 200 WIDE - -- 7 El - - -_-,_-- --___-_ -�I--SL-A-N--D- F SIDE WALK pa ve d -s d e w a l k - ' PROPOSED NEW SIDEWALK ® WHEEL CHAIR J RAMPS -< •? WHEEL CHAIR RAMPS Fey. �l •\ \ or\r �O \ / _L HEADWALL 2 R = 50.15' FOR DETAIL SEE CURB CUT PERMIT PLAN ,, o L ��1!i� T P I� : ----_._."._..-._.` BY VANASSE & ASSOCIATES. INC. � A 'f- R = 50.00"% DATED: JUNE 14,1996 L = 62.83 ,f \ PROPOSED WATER LINE WELT_ - * 5;2"17,�7"E 37°E - - � 159. C'17'37.E 2ct' O o p �r C g FND. } c41.3c' BENCHMARK _ �? 8 _ 0 � �, _--_ _ , I i SYSTEM #2 F i h - - n , M.H.B FND. "8.- e BENCH MAR1,; OBSERVATION WELL ---- -------_.___ SYSTEM 1 PIT a 2-6' LEACH PITS WITH 2' OF STONE LxISTtNC SEPTIC SYSTEM LEGEND ELEV. 54.59 EL.= 55.23 2-6 LEACH PITS_.WITH 2' OF STONE` 0 r TO BE REMOVED FROM �_---- ----__ - ' , 1500 GAL. MOUND PROPERTY n 2500 SEPTIC TANK CSERVATION N�JEI_L` / O LEACH PIT SEPTIC TANK EL.= \ 4�C MOUND WELL C WITH 2 m c11li PIT "�( D.BOX FAST UNITS / T CATCH BASIN Z i ---- - --_---- -�" - --______�_ ..______ 36.G0 z O O SEPTIC TANK -/ D.BOX s -- __ O DISTRIBUTION BOX O - m #2 IP WELL - - --- -- - -9- TELEPHONE & ELECTRIC POLE � / - - I - EXISTING SEPTIC SYSTEM 0)� _ __ 18 spaces I W Z COVERS ON EXISTING STRUCTURES / �� �l ///' t � I 8 w dP GAS VALVE I n LANE 94/1 ! J m u .� IW CRUB CUT CATCH BASIN 0 CONCRETE OR GRANIT BOUND FOUND IN POSITION ? 15 c- Cl BOUND FOUND OFF OF POSITION BUILDING OFFSET LINES cU �- � SIGN m N ,� "., < d fill O EXISTING CONTOURS a o FINISH CONTOURS FG 54.50 FINISH GRADE --- � v ' p -_-�-- L OBSERVA I(7N RETAINING WALL C.B. FND. ,c TEST PIT \ _ o - 14' COVERED WALK � K �,. a � "r i fi i, � � . �. 7 i, 45.8' r _ 160.00' -� 0 FLOOD HAZARD r ZONE - C - - FINISH FLOOR EL. 50. CA (PANEL #250001 0005 C) 14' COVERED WALK i RETAIL BUILDING 10' G ELEVATIONS ARE BASED ON N.G.V.D. GROUND WATER PROTECTION ZONE p 140.00' r /, 15.8 �o oo' . Z MON. HIT y L $'� q BUILDING ZONE AS SHOWN ON �� 30' Z z OFF - FINISH FLOOR EL. 50. m ) � � -- - Z HIGHWAY BUSIN': REVISED GROUNDWATER PROTECTION OVERLAY DISTRICT _ <�' '� ---^ �,ao OFFICE BUILDING o/ , f OBSERVATION WELL �n OWNER: AREA = 40,OOC F PLANNING DEPARTMENT AF'F;IL 1993 V o $', X % EL.= 51.95 - RICHAR,D NOVICK MINIMUMS i 794 PUTT, M AVE. FRONTAGE = 20' ' I / DEED REF C BOOK 8779 PAGE 61 - \ I / , . TEST WELL FRONT SETBACK = 60' DESIGN DATA ,A �' cn (100' ALONG RTS. 28 & 132) ? cl ' DELIVERY LANE o = APPLICANT: SYSTEM # \ FIRE LANE c� N C� BRISLANE LIMITED VENTURE R.T WIDTH = 160' OFFICE BUILDING °i /, __ I� v 0 SIDE SETBACK = 30' R C!0 JOSEPH KELLER V I C- Q 101 DERBY ST Z ` ' HINGHA.M, MA (SEE ZONING} DAILY FLOW = 11,250 X 75G/1000 S.F. = 844 G/D. 140.00' , I- I I \ IMP HOI�;E s REAR SETBACK = 20' SEPTIC TANK = 844 g,p.d. X 150 0 2650 g.p.d. I I { C ; ,,,�` m ,- z �s ENGINEER: MAXIMUMS _ _ nik 1 1 14 spaces . Z D z n E3AXTER & NYE INC. USE 2500 GAL. 3 COMPARTMENT SEPTIC TANK WITH/ FAST UNITS y �, � jl. �,dzW, _ 1 � < n a 812 MAIN STREET BUILDING HEIGHT = 30' 2 \ Ir r OSTERVILLE, MA.. (OR 2 STORIES IF LESS) SYSTEM 2 �c^ �^' TEST WELL z r _ Q 30% COVERAGE OF LOT RETAIL BUILDING �' o 17 spaces D 1MPSTERS OG' C� m ti�/ 1 g' C� 8' I I i t spores I I I I 1 { y t DAILY FLOW = 11,250 X 50/1000 S.F. = 563 G/D. F oG -9G / 1 I- -E -I- -� TEST PITS SEPTIC TANK = 563 g.p.d. X 1507� = 845 g.p.d. 9/21 /87 9 21 87 a USE 1500 GAL. SEPTIC TANK ti� l �� \ 19 spaces // I -=.�- / / 2/24/8�1 2/2 /89 2/?_4/89 �' #P6667 #P6667 #P7254 #P7254 #P7254 SYSTEMS 1 & #2 2R ��, hs \I �, i } �� PIT #1 PIT #2 PIT #3 PIT 4 PIT #5 O� I ELEV. = 52.6' ELEV. 52.0' ELEV. = 45.3' # ELEV. = 51.8' ELEV. = 52.8' LEACHING - USE 2- 6 X 6 -1000 GAL LEACH PITS. �. F` "v LOAM SUB SOIL LOAM & SUB SOIL LOAM & SUB SOIL � � � ,�o � �) +� 3 - -?,5 _ -1.5 _ -"1.5 LOAM & SUB SOIL LOAM & SUB SOIL -T r� - -2 -2 WITH 2' OF WASHED STONE ©� <9 ,-'� �` n� _ _ _ MEDIUM �o y� Y TE �T WEt_l_ �___i�' `r = TEST WEL e SAND -3-4.5 PERK TEST SIDEWALL AREA ={(10)(3.1416)(6)(2.5))2 = 942 G/D fG --- � -� MEDIUM MEDIUM MEDIUM BOTTOM AREA = ((5)(5)(3.1416)(2))®1 = 157 C/O / TO COURSE TO COURSE GRAVEL _ MEDIUM ANDS M SAND' SAND = SAND = & TOTAL DESIGN = 1099 G/D EACH SYSTEM _ _ _ _ GRAVEL ` _ --}--- -5.5 _ __ _ GRAVEL TOTAL FLOW = 844 G/D SYSTEM #1 \ - - & _ - c B FNE, Dw � z _ -7 -8 TOTAL FLOW = 563 G/D SYSTEM #2 \ LOTS 1, ,2, t�IG 3 = _g TOTAL COMBINED FLOW = 1407 G/D 18r..305 SF, UPLAND I GRAVEL GRAVEL MEDIUM 1407 G/D tio�,o 7,702 S.F, WETI_��ND BUFFER ZONE MEDIUM SAND MEDIUM 318 G/D/ACRE N OY 4 .4 3 AC, TU 1 AL SAND SAND 4.43 AC'S �`? -10 NO WATER -10 NO WATER EL. = 42.6 EL. = 42.0 -12 NO WATER TEST WELL EL. = 39.8 -14 NO WATER -14 NO WATER A- EL. = 31.3 EL. = 38.8 �~-�-----� / PERCOLATION RATE: d�. A_ �- -- __„__ _ ---- _ HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE ELEV.= 50.00' A-a A -S _______ / 5 ? 1 INCH IN 2 MINUTES OR LESS. SEPTIC PLAN F.G.= 47.75 -�' R5 RS __ BARNSTABLE, MASS . J , F G - A8'00 f SYSTEMS #2 v - ���'h �ryr I=c ;; F.G.= 48.0 + 1500 GAL. p1PE INV. = 46.50' ��' \�� � `� ---- VV BRISLANE LIMITED VENTURE p1AME�ER SEPTIC TANK �7�f/� o<� ` = - REALTY TRUST • INV. = 45.20 40 P.V.0 INV, = 45.80' o�d � � _c DIST. ( INV. = 45.60' o� P WATER ELEV: 10,%06/87 34.��Z' ` ... 1g� HEOULE �q°/ °� p��a% A-13 SCALE: AS NOTED DATE: JAN. 17,1995 SC BOX e WATER ELEV. 1/10/95 = 1/1 ,';' o` �'. -'' � REV. MARCH 10, 1995 REV. AFRIL 11 ,1995 INV. = 45 40' REV. MAY 15,1995 REV, JUNE 6,1995 a INV. = 45.00' A_1 -- _ A- I?. 6' X 6" ':: zc,NE Hr ^" REV: JUNE 12,1995 REV: DUNE 14,1995 *. ;• SET ON 6" DEEP ,:��,.�, :. ; LEACH CRUSHED STONE BASE. REV: OCT. 31 ,1995 REV. JAN. 2,1996 •11 PIT I CERTIFY THAT THE PROPOSED BUILDINt; REV. MAR. 25, 1996 REV, AUG. 21 ,1996 FOR SYSTEM #1 SHOWN HEREON COMPLYS WITH THE SIDELINE 357't BAXTER & NYE INC. WITH 2' OF :�; USE A 3 COMPARTMENT PLAN -- ---~�/ AND SET BACK REQUIREMENTS OF THE TOWN44 9 '` ••4 2500 GAL. SEPTIC TANK r REGISTERED LAND SURVEYORS OF BARNSTABLE AND I� NOT LOCATED WI THIN `H of y, , :;; 3/4 TO 1 1 /2 WITH /2 FAST UNITS THE FLOOD Pl_AIN CIVIL ENGINEERS �� �Js;�y ;4 a j At CIVIL 1" - -� r e^ O WILI.IAM G ;: WASHED STONE ;;; C. '11 D�TEP.VILLE, MASS, ,,, TYPICAL PROFILE SHALLOW POND 44 DATE: , alp N Y 4 \-n )'�/� MO. 19 3/ f ,;' 4:' EL. - 39.00' ALL PIPING WITHIN 10' OF A. BUILDING TO BE CAST IRON. r,r.apt-I!C SCALE 'l- er� � 8.0' NO SCALE ALL COMPONENTS TO BE INSTALLED TO H-20 CAPACITY. 0 15 30 60 ' NOTE: (A GREAT POND) S R'4 15 3 R-14 z , _ _ v } 5 - '.. ,. ., ...' :. .. � _. .. .. .. .. ,..« .'.�..• ... .♦. ,:. .- Y� .. .. 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I � a � Qo� o FC- 11 FC-12 FC- 13 �) FC-14 FC-15 FC-16 I FC-1 O (HP-4) I x z < z Q Z w a 0 0 i Q a Z - oz Ho Ur m in 2 O 1 W SA-4 SA-5 C.� ZxUZUti * WQO FC-9 L-----I I i COATS I I � I I FC-17 _ -- F1 =_=__-= ---------=- _=___-- -_-__=__-_= _ _ COATS i $TQRAGE ��f�� — /� STORAGE ELEC. " � —1 w� �` �--1 WOMEN COPIER i �' Q `--+- FC-8 OPS. MGR. r �� �I (='� ccD co COFFEE ----- CONFERENCE (18) cd a --� VEST. i i Coo �. .� � � co 1 , MAIL FILES/ — { ---- — - ---------- - I I • I STORAGE OPERATIONS � — �--- MEN" �� • • _-- FC FC-18 - - (HP-2) t EQUIPMENT ROOM SA—� , LR sA-3 RECEPTION --- Coors -- i A T R I U M I I SA-2 i i I BR.MGR. +' _ FC-5 ��� �� FC-4 FC-3 FC-2 FC-1 t ( (HP-1) C - - - - -- _ I t VESTIBULE Q I 1 _ - - ..�- 13 a. +I I z �-- � 14' DEEP COVERED ARCADE I Z a J L i I I .� ' � • II I I � ,V- �� Lu �+.. u ' ► Q <C . � II I i!'i III 17 Z I, I O 5PAC � P � AN 5C&E 1/8110911-011 t _ - 8 0' x 14 0' O F F I C E B U I L D I N G _ 1 LA- D o � o � Z LLI a z - _ _ n00P 5CNMC r j �5 WINVOW 5CNEnM y I � ORSIZE R. 0, QT. REMARKS — OR SfZE R. 0 l QT 1 R E N A R K S 3'6' x 7'D' BY MANUFACTURER FULL wEW COMMERCIAL WHITE ALUM. DR W/ TRANSOM LIGHT t r ! j I 1 SAME WIDTH, MATCH HEIGHT TO TRANSOMS OVER DH WIND'S p w/ TRANSOM LIGHT RIGHT HINGED 0� TRwsou t 4 '..: RSEN DOUBLE-HUNG WINDOWS W/ ANDERSEN TRANSOM _ _ PROVIDE 2/2,b t FLIT BTWN I OF OpCR 80T ) Z Y — -- PROADEW2/2x6's FLAT 8TWN TOP d BOTTOMVOFOTRANSOM) OO W36TRAN7 N LIGHT BY MANUFACTURER SAME WIDTH, MATCH CIEIGHHTTTO TRANSOMS OVER DHOW LIGHT C' ALUM. On W% TRANSOM W _ / SO �., _ INGED H wlnD'� "' x 5'-5 T i�' ANDERSEN DOUBLE-HUNG WINDOWS W/ ANDERSEN TRANSOM —. PROvoF zi2Y6'x FIAT BTwN TOP or DOpR eOTTOu of rTtANsaM) a W � a V WINDOWS 7'C° x 7`0 FULL VIEW CNMERCIAL ALUMINUM DOOR w, TRANSOM LIGHT �,� � T2�T5 2± �:L� I/8" x ; -t ?!�• 3 BY MANUFACruRER PRNOE 2/2x6's FLAT BTON. TOP OF OH WINO. k BOTTOM OF TRWSOW) O w% TRANSOM .iGHT SAME w10TH. MATCH HE";HT TO TRANSOMS OVER DH WIND'S .. E' x 5'-5 t/4' ANDERSEN DOUBLE-HUNG PICTURE UNIT W; ( WHFNc ?Pur.A81E ' - 2;2,bi BTWN 000N fRW50M ,y �0 s:/ rrt Ate BLOW""oTr BLOW & HOGNT ON :ems ANDERSEN 'RANSON WINDOW � -T 7/8' , I'-7 7/8' PROVIDE 2/24's MT 8T1m TOP DF Of- WIK 6 BOTTOM OF TRWSOM; 31 3'`r 2�8' Y 6 -5 I/4' ANDERSEN DOUBLE-NIJnG winDGw ( { , - ---- " Z � r 140t-0 DHTM23 ?'� TO 1/8' x 2 -5 B' ANDERSEN TRANSOM WINDOWS -- — -- -- -- --- _,�_._ _. __ _____ O � tj S # CT�wT35 Yj 0 !2' z 3'-0 1/2' ANDERSEN CASEMENT / PICTURE UNIT MNDOw : d tLLJ ckf � TC . .CZio NDERSEN AWNING PTJRE UNIT wNGOM � 4t ANDERSEN Awti;nw PICTURE JNtT WINDOWS 7L' N AA4SPCE - FOR, TM fl".45 3/8 x 5 D ! 8 SPACE sN30WS E 3 � 1►) ' �Ftiill!>E 2 2,y� STUDS BTWN. DOUBLE DR TRIPLE WINDOWS - WHERE /PP,JCA,5ur ffi _ • L ,r _ 9 _ ..._.._..,4. - - _ »ram-----� LJ { �.� N I r J w w I I a W Q O J 0N mat, w �•— `< Z O ? wwza0Jc zwr UJ orr _ m0u)iw0Lj z ` j I ac�wac)z � A ` '-• Ate, w�1- mOg� Vwi In b z �c 1y Q �jw C> t V�11ZTtl zaoZv0WQO t k '- t } k312 r T 1 73 t W ILL,� eZ -� A �Jf t t I c°I) •f ly '_. `} CQ o a -gyp `;'} �.. +� �4 ! I ► ,-� �, -�> oco c� cn — ----- . ..x....�x. w l �I t i4K', 4ojW& AfT ALL. j'F-AAh T _faNgA•p;'} y•� � �� � w AT K } ; F t _ f { i __. � __ ..-_ - - - - - - - _- __ —__ - -^___ F• f 77 14 _ J c•-d �,,y G ,� IL PLANTER 14 DEEP COVERS O ARCADE � Z +Z I E , LX A. uj i ! 491 J V VA_. ! 1 12"C>tA. 1 "CKia.,- J i s:I`. ,.G>l 3i {i! i 11LL- = 1 ,k 7 t l t l 1 O _ _ Q[ 88 T Y ' f ��, Fp 4' IA 1 �� lj l�t/� G `'�i . a , vp ;-,lam ;` �3/;�'"`)'ft. .•�1.E., °itt-gyp railMiC4 12-w 0, �( L: ;T iHI ��.j.t.. f4 !EM t0 A 1 ;Z CIA ? N J 1 - M 00 P L A N Of i�A;.-►..- � .� �} 1 11, , ;��t r�, t- (� � r`� r � a n �� {- ! .+� S I~ �J�J zr 1 J f�. ✓I� � t f L L.� � i+ T •AITh M r„W t #�1 f` '_ tl 38 QNItBF+r, fir : �T At', -aL �t�ti =5i ._, e,Aa cl�a•. Ai �^I (D O WWI LLJ ,tea J < V_ PZDZSTAL rOOTZR RZQUIRZ14ZNTS: P95-95 Sheets A4 i All Sb(allow) 3,000 lb/sq ft 9 .5 r'c - 3,000 PSI �- Code Description Pedestal Reinforcement Key Pier Locations size Requirements �. ; -f t; AV,J Jfa ,, 1 t d T. VASNUM 4. T r{EIG- ►�T L1rJDa 1�1� a�� �i� �h A 1���c� -� K � � o i I ►�Qcf Area L ! w —_ - ON t1�GtiNlL.. ( C.���`-�E c::�R,Av`E L - �Atal� �1� ,��-E j - �E. EC.H +IGAL. -�PEC.'� `,tt !�5 �" ��tr� 0 U P 5-6 Atrium Columns 10 x 14 12 x 4 6 w 4-#5 bars ZW T tSTE i LJLJ P Znda Znd Wall Columns 10"x 14" 12"x 4'6" w/ 445 bare ZW P B Arcade Columns 10"x 14" 12"x 4'6" w/ 445 bars ZW �CA" P B.2 Arcade Columns 10"x 14" 12"x 4'6" w/ 445 bars ZW ,� --- _, ------__ -- .- __--__ .__ _ _._ -- __-�. --_--# P Rear Rear Wall Columns 10"x 14" 12"x 4'6" w/ 4-N5 bars ZW �Prc�� ,99 a' P Corn Outside Corner Columns 10"x 10" 12"x 3'0" w/ 345 bars ZW Q t'o�/►+rD61UL t 606�n P Int Interior Columns 14"x 14" 12"x 5'6" w/ 545 bars ZW O O O lDo Q - - - - - 6" I �4 -5' -1 ' o •� °4'-6' i 3, � Note Provide 4 - #5 Vertical Shear Dowels from rooters into Pedestals — — — * i ---- �i-- r- - I S � ( i COLUI4tI BASZ PLATZ RZQUIRZtdZ1+iT3. P95 95 a'y 36 KSI � 1 I � �P,a ray r --r� .� a~.�+� , 4:V� I Column Base Plate -Sizes 1 Anchor Bolts 1 ---- - — p W6x15 8"x 5/e"x 0'8" I 2 ea 3/4" dia. � `�r--1", p L W6x20 I x 8 embed " , p W8x31 10"x 7/8" 0110" p 2 ea 3/4" dia. 5 - p 1 x 8" embed I I 1 $6 W8x40 12"x 1-1/8"x 110" 1 2 ea 3/4" dia. ( LQ-Q' I W8x48 1 x 8" embed A G I 1 1 i I x ¢ w Z Q - 1 W8x56 12"x 1-3/8"x 110" 1 2 a - 1" dia. I I 8x67 1 ex 12" embed I i w J U 11 2 Ix Z 041 5 � UwwUZF o AD61 V � N _ %t �/ r-- - CO Fr1*Af 1r'`F .-I r.: O L.. f- ut �R Ivc� c f►J�.� C } rj 1� ' I �� "_' i N�: o N z z2 W 2 r I.< 1 _ M1N. A� V�'J"rA t.E 8•W �_ ,�---t _ _..r t ZC.Ir # (�Aly�lr,. QGc�Lt�r�lti 1 Cl- w r wU tG'�TE-%�.�' fir•,, -, �Z'lX I I ' _ _ __._.. __ f� _ t .. .. _.- - _ Te E .l N S' ,ql r,D tpd �,� a sn 0 j a F a �I� 1 �d C x a ? 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F .,r.-•�r�a r ! � , I � v�� I � Q V tr1 I , 't ` � � ,M� (s x G 1"/';Sty I�G...,e-•.Nt !',•,.'E::'�-- q�, '.�6 � � Q .C.� G� ,.,C' co 'rYP±c..�.t., , I � . 12 x ,4 x �t�+ �► � JV WAi.l,. tiE, I F1 I � � � r` 1 I � � a I r /, �, �,,�/ .-'F i�• Sf`g�A17 r./ ,as._ _1 (; .r. .,,:3,�._,_.� 1t�C'�.��" rF`{" ?I�.¢::'.7 ..�ct�L�J?11�� t-' -7'�\,w V 1 cO U - - —--. r - 0D.1 D5 i t q I j 7 I c OL I- ry A/4 #t� $�'� EA dam` ;l �A *x1G'° CIE-K`- ALC^� PIE WA1LLA W'�Z GA�►r�AL� � �� t�4lL. �C� TC? w T4 4- i , I D2 1 Q � ! � S� � s'• UA #S�,A� = ,4T � r..�'�11.� L.CCA j1©N'�> ' � i , _ � J7 --------------- _ 4 t11'+0 - - - - t--- - -_--- _ - - - --- -- - -- - - -- _ - - -- - B fif�G't�t ;aA'�k Q t'�1 4 F N I 11 __.... ._ 1 - Q LL• tj 71 t�i Ir' � it-it ITt�hl)®� 1 EA dl pyr I 'i..�l� a rt �Jll r ,} 1 1 i � ..... Ur 3d 4 1 7!3" # 17!�,� A _ � -. - - ..,... Ie ` + r- FOUNt)AflON PLAN - _ v V 1 5c&L 1/8t1-1'-0 ------ --- --- ---- ---- ---. _ ---- — --- -- �-__of AL No, 3(AtiJO r ' h Q— W "� t! d F, '5f) L I ! ! /'� \ �p .c,�G �OoT� � LC�MPi�E.✓ ylR�r.r~ U.E T } v .i 71� UMN L'j P, Ii it I --F 4 1 bit e . 4 UJ r2 LA,NkF Z i-VoE, L to ....... ....... LLJ tl T _10 -!l A Tel- CF- c 14 HIT L-W 1A % 4 f, pur E,,V.1 hL_-o 12�A-r,E, I t F,,, 5T K4A k7l" .�qvpv T6_1 r 4j(,1-7 lfl� I L_J_ \3 A '2-',, fFA 4 FG,;�hl�' �. ' � K.A�I?� �Zl'©" �?{G({C� !l�UL `� J! _ . -� __ - ___.. _�� � :;- -__ __ � -, _.: ___ - •----_-�- - _ _ ._ - - -� - . i �` ' - LAr ftl G1 I V F-E44 T, Z-1 v???L4,: .,c JK, ua I�,4f_ T L > 0 IE jr Q UJ T a 0 LJ 0- -.7 ff-,TA. I L U3 LM Z U_ _ ____ ___ _ _�_� -__. �._ _ �� �� �E ir 4 L IAI ___ __�_ ._ __ __ _ ____ r.._,___ _ _ __ _. _- ______ A 1�24AL_E_ I , i Y2- .5 UJ W Uj L) W ��a. 0 UJ 7 J 0 (1) �j L Z CL 0 Z 0 1- LLJ 0 Wb X67 1E7TL.60f LJ 1,1 Cr It e'0 IC_- G>LAJ!2 TIC, P4-v Te" 9N 131?)c JT ulot;;2) F j Pt.ATg h a wool Z 111� NAT V Wr,4 ;�-, ,;, 1, 4;, - _, . 4 -4 2 r Tc- - I 0. -12 4' 00 E) 0 L7/ C) T417 f:i-F��E, ry - - _ T�f'E ; f h ,r ��' ra 4 E-F :X 11F.Ki- tj 114 _J04-4 f E-A VY T_ V_-F-7 4_e 17 T., C, AALL, F-A. V.,Ar,,'t1 E-A, kA,4 "T1 tl,� RALA, Ip rt�� but o C, 40 f7 Ion 47 (-P Tyrl i►L �1 \ NAL VIAL D f A,\ �1 ET' I L Ll "N D 5 UHP _L1 , _�T L_r - -4AY ------- PHILBROOK ENGINEERING 107 BEACH STREET Project: FINANCIAL. PIACF DENNIS, MA 02638 Project No: P95-95 -.ECHNICA.L SPECIFICATIONS concrete Reinforcement: P95-95 1-508-385-8682 Date- 3 July 1996 9. Fraining Anchors - SIMPSON Strong-]Tic as noted. Fasten IAW Mfg. enclosed instructions. 10 Sill plates and all other woods exposed to moisture arid in direct contact W! 0 8 1 Foundation Anchorage - A_nchor Bolts: 1/2-' dia. spaced 4' 01, o.c. GENERAL NOTES. concrete, masonry or steel products to be pressure treated SYP 2 Re-bar - Grade 60 ASTM A615, clean and free from heavy rust I I Steel Roof Decking: 1.51`22 prime painted Provide 111,P201 fire rated 1. Certification is for structure only. - minimum bar lap distance: 24" for 05 unless noted. 2. Use Groups: M(Retail) & B(Office) total area = 28.700 sq ft construction with rigid board insulation and membrane roofing Fastening 17-EA. A +Vf, We,-Ttp sidewalk Slabs to have Grad* 60 6x6 -- Bxe ww or Fiber- TbI 501 Limits for Area = 15,000 sq ft to be 5/8"Puddle welds and #10 TEK screws as follows '16/3 5/8"welds & CD 2 ca #I 0TFKs per bay, Provide minimum 2"end lap and completely weld mash 1 (1-1/2 lb/cyd) for temperature and shrinkage Apply Para 504.1 - Unlimited I Story Area provided an approved 3, concrete - Footings and Pads - minimum f'c - 2,500 PSI. Automatic Fire Suppression system is installed all mid-span joints Also,completely connect all end closure P3111CIS In Valle 3. Construction Class 2B Fire Protection: and provide sidelap fastencing at 16"o.c. U wall*, coluvui3 and Pedestals - minimum Vc 3,000 PSI Structural Members - I hr 12� Steel Roof Joists: Sized as showit with ,i rows of horizontal bridging, the 1L_ 11 Strip wall forms no sooner than 24 hours. Floors and Ceilings- I lit center row to be bolted at all cross-points to be used as the erection bracing U_ Ion strip column forms no sooner then 36 hours. Tenant Unit Separation � i fit Provide minimum 2-1/2"end bearing and end anchorage w/2 ea 1/8"x I" rypo 1A 5--,% sit entrained cement Stairway&L Exitways - I lit fillets or 2 ea 1/2"dia bolts at column lines 0 13, Steel Beams ASTM Grade A-36 with min Fy -- 36 K.SI. THE, Steel Bar coverage an shown, per ACI, 4. IAW State Building Code Para. 706 3 post Floor live I.A)ads as: 14. Steel Columns ASTM Grade A-50 with rnin'l-v = 50 KSI. per- rt-f� wt�l maximum aggregate size - 1/2" . First Floor(Retail) 100 lb/sq fr I I First Floor(Public Assembly) 100 lb/scl It 15, Plates - Bearing: ASTM Grade 36 sized as shown. Provide welded < slump Range 2-51' attachment to all beams and columns. Formedin place footlars are allowed. Prior to top flange. Use 1/2'dia. UL rooter placement wet soil with water BUT no footors, bolts staggered each side every 2' "o c. Z Glv TECHNICAL SPECIFICATIONS: Sleepers: 2"x Wx RL PTSYP bolted to X I. Roof Decking: 5/8"APA Rated Sheathing, EXP 1, Minimum P11 is 32/16. V 7 7 10. Paint one shop coat and touch up in the field all steel work w/one cost shall be placed in water, Nails Sd- Apply IAW instructions. Face grain is perpendicular to trusses. of net joints parallel to roof trusses are not permitted. Provide red metal enamel primer 6 with some cobbyes in a medium state. Should poor in-situ matar- truss tie-down anchors as shown in details. 17. Foundation Anchorage-Anchor Bolts� 1/2"dia. spaced 60"o.c. 0 2. Sidewalls and Shcarwalls - 1/2"APA Rated Sheathing, 1" 1, Minimum PI 1 18. Re-bar- Grade 60 ASTM A615, clean and free from heavy rust. sal ow encountered a more detailed analysis is required. 4 Froundation design assum*i soil in a coarse gravel-sand mixture Continuous pa '^Aj U. 24/0� Nails 8d -6"or) edges, 10"intermediate. Face grain is perpendicular Minimum bar lap distance: as noted D*signkiiow&bie Bearing 3,000 lb/sq ft Floor& Sidewalk Slab to have Grade 60 6x6- 8x8 WWM to joists or studs. compactable material * - 5 Fill fbackfill) - To consist of clean, 3. Roof Trusses -Modified Howes, spaced 24"o.c. or Fibermesh I at 1-112 Ibleyd of concrete. J -.ending into in-situ gravelly sand suiDbass • Final design TBD by Truss Mfg. 19. ConcTete Footings and Pads - Minimum fc 2,500 PSI., compacted Maximum aggregate size 1/2" upon excavation of foundation holes all base and fills to be mechanically Roof Truss Loads- Top Chord Live = 25 lb/sq ft with roller or plate compactors prior to placing formed in place Top Chord Dead = 10 lb/scl ft Column-, Walls and Floors- Minimum fc 3,000 PSI. footers or floor slab structures. In the absence of special test- Boi Chord Live = 0 lb/sq ft Maximum aggregate size •- 3/8" �J&P Zo ry-90 km Steel Bar coverages as shown, per A(T I Bot Chord Dead - 20 Ib/sq fr in fills to be built-up and co in uniform lifts not to Type 1 A 5-7%air entrained cement. i Duration factor for Top Chord Live is 1.15 L_ exceed 91' an measured before compaction. Apply to each layer a TVARNL 9-45" '1 F�� OrAjt,�iJ Slump Range 2-5'. 1 -,ALL. r-4-1 415 P nuninrum of four (4) coverages with either a vibratory or rubber Provide all bracing as noted. Strip column forms no sooner than 36 hours. im 7r 4. Rafters St Purlins . 2"x 8". 10"or 12'sized and spaced as shown. PHILSROOK % -r,- I - Strip wall forms no sooner than 24 hours. MEC�jANCAL r tired roller. Min Fiber Bending(rep) => 1000 PSI. N-,;, I v1t,144 11 Formed in place footer's are allowed. Prior to footer placement V4" 0 Min Elastic Modulus E �-> 1,300,000 PSI. Top Chords-Continuously bolt I -2"x 678" " SYP onto all beams tr, act soil with water See belo'A I-JA- f76vt Vr S. 20. Fill (Backfill) - To consist of clean,Compact-able material extending into in- as beam sleepers Fasten with 1/2"dia. bolts stagger spaced TO" oll: N 64 AQ1TF_ ANOtT. 6. Sidewall Support Studding- 2"x 6"#2 or BTR SP-F spaced as showii and -AL, 1 situ subsoil, Upon excavation of holes bases to be mechanically compacte marked STUD GRADE or BTR. w/roller or tamper NA r10 AW.- 7. Beam Stock- Laminated Veneer Lumber;Yellow Pine of Fir 21 Foundation design assumes soil is a coarse gravel-sand miNture w/some obbles in a medium state Should or in-situ material he encountered a LLJ TN t5�1, 11 r u J WA L L/D! 145)�A-,, eo 14 -Min Fiber Bending(sgl) => 2900 PSI. V_4-L� - Min Elastic Modulus E => 2,000,000 PSI more detailed analysis is required. H. All dimensional lumber will have a maximum MC < 19%, Face splits may Design Allowable Bearing 3 000 lbl,,q It CN 4 -, not exceed the members actual width. T47 ---►lk 7 g" rf PREFABRICATED WOOD ROOF TRUSSES 24 G.C. BY MANUFACTURER Q w BEYOND o o 2x4 WOOD -RAM, j11�)A a pA I T r� H [►Its,EX 1, . 12..E 4Q, A t �H, to I~ `1 ►"� �t�c F �� a I / � _ `�'1F�. b1L.J°'ci i^•r i�.. Z i , f Q IFttPi41jLIT - Tr j}'� `d✓ �?: %` ' ' 1 a "1 - pp!Ct1{V� 1.?�� `r -j/�`!^+ ''. + r•,r_r ;_+ ah.. �T• I ; r f 1 —, r{r n �r {�T - -t ++ I r y A � w V. 11, [[ ram f t Kfi / S Ear\ - f fi �' --► ( I 5r I I - r_ t � — L"lt! L EI fic `, L 11 D 14 �-r- ` 10 11�4TIE— volt ' 2 x8 ROOF RAFTERS WOOD SCISSOR TRUSSES --'~ `�+� � I� ..' j U 1• i�: as ���r• �e L., t �.. /.• \ �./ 1•-"- " Ti..' �.` �„ ,) I #/�" 't4� 1* L_'Y 1..• ,'14..�''jCi'�.- "1 �'t..' r.-`.�f_.f,+' W lal - . EL..t q b T°P ©F '51" 0M. - � ® 24 O.C. � ��.� - fir:. �� _ ,� r TP �K . , t- Tor er 6EkM � . _ , } f iti1 . Ct� STL. BEAM l i y 3 { w A j- .__ _ _ ._.. ... Wily r'�{ i i } .�3 .C�i' .. � +�. r7�' a. C uj ra I N 2x �110D W'AL1{ i t 1 x A�•tnl �' ? �- `r.'G.LIk iF� , ,ALL i�j E�' ALL a,oLUr� �.• r- --- _�. / - \�/ i A;.L TF-V,-" T I' ,i '� tE ?I �` '(���P �� �EAR1N S�D �l� �. * .''G. I u' �i:��s� ri �'S �; � _ l f I :i i f!'Sr'i�.��.. .. •---•-•.--"'".`_'_ _, " , ' �i« .G' (b' ;f'!►L.�:. /4�' I�`S. 4 -- _____--__.._- _.__ _.__.r..__ _::_ '`' i� � � ��r� ..J Z . _>.— �v�'�.�.�' '�9kp ,.,, � t.�t i N .•— ---___. •� .-----•.-�.. _r... _,.� ,.. ...„,,.,, CTT-['-�'+.�t-,-_t<-_,. .•. .; .. _._ ..... _,r. . .�....;C-,:x-� f „ ; 1 � ,,.-.__„_�- _._......_. /_ 4" CONCRETE SLAB FLOOP, REINFORCED p rD 5. I r I ti 'E`ftt�' ` v, :: E ' ` 1Ca t�w.it ► X. !�" � �. I � EF in._ n I W/ 6x6 WIRE MESH ON CLEAN COMP. SAND j GRAVEI. B E �j ' �) j 1� 1 ' R '3i j ' +�t.T • ? , `1 , t T `- ' IZ .r 2L a t " (� ;'�rC . r .tL; °. A5 — A5 f � i 34' ��� 1 1 EA 1 ;✓,1 2� ►. V. , try` !~ 1.— `'T s�F `� �t •r'+ �.a _ _ +! r ' �L__..._._.____.- -. ___.__.._.. . --_ - _--- — .. .(- •____ � �Gl�'j"El�=_�J TG'G,._��...-. , �� 1 ` WI± r- `�� � J � � S r�'J�1 ��� ';E. �"I� rl � I D15 C . I , �a � � Ir•d z 1L"m• C.. t F f # ii �' 'ti ` . t# �?�1 L. �" � I II �.-. T, ,,� ,, ' T taco ��I1�� >1F-� f . / I 1 I 4 E t Ci 14"x 14'x3'6" CONC. PIERS i ?ii I ' II } ,�t= `E 'r, s-.,t E,� b'► vtiE_�+t�riG'(, _ I i i �iy ct I I W/ 4 j5 VERTICAL DOWELS BEYOND: --- 10"0'6" POURED CONC. GRADE BEAM I I ► rn try -w ON 12 x`�Vx5`; CONC. SPREAD FOOTERS 10 x14�"x3'6" CONC. PIER FOUNDATION WALL W/ 2- 5 TOP & BOTTOM I ` ► ' "� r ~" i� ' 6" CONCRETE SLAB WALKWAY W/ 5-15 3ARS EA WAY (A N xTHE W'0 CONC. SPREAD FOOTERS _ • • WALL BARS SET ON GRADE II (ALONG THE wALLs) W/ M WIRE MESH , i r•-•1 �! �, . � �•� .I ^-- _ — - M9 (BROOM FINISH) ? a co 7-1 " I I! fw _ , ____— -- rS 6_� IC& CP055 5�CION TWU 5M 6AP. WOO f TT r `- 20t_0„ / 8"x3'0" POURED CONCRETE FOUNDATION WALL W/ 1-#5 FOP & BOTTOM WALL BARS 40'_0" SET ON 8%16" CONCRETE FOOTING S 3 TYPIC& CW55 5�CflON IM PPTOI`TZ�WAY ,< r A GEl,4 - I i 1 i I *f ZZ- L - ..� , 1/15�P '2 �t r W1 ,L f PG'E !M� ,1 , 2 " C rk, a 1 L r tt �!� �! + GC" {...• =I'J�S..•k `k.... , f; ` I , ' ' �,.o� f ' .'� - #7"'- � �}� 5 Lu CD • r rf` Atli ')•/ __._.. _ e v...+l i ./'*, 1" iT^�.1 lr t. f —}1`'_ •.i „' T.,1 _ _ }V S ---._ - ? L- " ''t:. ' `r f}# 4">n. F1 LI.F 2 y 112 , �, , '2x1s� .J �,<1 ,$ `1 242� µ :. t�iv x'ZU �.,k G� . _ UJI -Y~ J .,. ..._... __ _. _ _ _ _... �._ _—. k t _ �. _ —— - t . I ------�—- �,_ _�_ u... Gs r - f 4/ i i"r tt✓ II4.`�G 'T l w.i.. .i._a 1......... t �.� J (('' + 4. t,-'.It�_,���[ } )yam• g �.�y. , _ �• ' r .-\1 , I�I✓Ira Y L, "•'W i :• �Y' r ,IY r: � �'� t_41_11N LA_ ( 1:.. I S P ^'" e ,. -i r r„t 1 �'" f ... -. I C.,� F i +l. 1 p �� - f ^r i 1 r` ► s„� [� �y IM(! it j' '".1 1 ��f I f I` :". r ! � ( Al , `°_ rD 1 ..! `�' a✓ i✓ +. �. w r k+ .'.,r ..� .,1 rD 4 dr�ic_ rD 15 — - - LIJ � _ J MINES IN PREFABRICATED WOOD ROOF TRUSSES ® 24" O.C. secure trusses and establish nc, spacing. Rigid plywood daaphragar. p sheathing vita . ( BY MANUFACTURER ) ,� no continuous pa rpandi rulerr panel points. Lap butt and breaks by d'0"' Use Case I APA. E ___--__._._.. ..r ��t'� � ( .� .." bracing applied at ends of spans or. candor- _ , � z ♦ Bade of chord bearing members. Tie-in groups i •1'_(1'� S of 6. Remove as permanent supports are sat j Z Y. _._..__ `f ll ___-_ ---v'--__ .� � S U Bottom Chord2x6 B 10'0•• o.c. continuous lateral support p or CLcA, chords Extends fresn plate to plate -�-...___. — or ledger lx3 etrappz trapping E 16" o.c. may also � - ��--- ., ._ , _ _ {J..{ be used. Q Q U I I r ¢I it II �i Compression Location to be determined by' Truss Mfg. Make p ii 12 i I 1 I Chord. :rontznuous 2x4 or 6 from gable to gable points VALLEY KIT - BY MANUFACTURER Alternate ternsto caw or 'T-beam' 2'•x d"!6" top member to extend v/1n 6" of chord splice pornts. r Pe rmanant ., Cane truetr�n I+ I , I I , i A z u II I PREFABRICATED WOOD R I i ' `-' 12 L I I OOF TRUSSES ( BY MANUFACTURER ) ® 24 I .C. s 10 i15 I I) �I I � _ - 1,i E✓Ia�- , !�y`I_. ___ t __ i Gj lU.. fjE1 �`�' t v x -�- STEEL CAMS ON STEEL COLUMNS -- _ __ -- s ._,__ -_FANS ON STEELaCOLUMNSµ,__ _~ __ ___ _ __.. J '' 1 ' x t a _ __ _- __ �----_ __ _____ ____TEFL BEAMS ON STEEL COLUMNS - vJ STEEL B S �+ w q O O Ln t i c't ` � �oa A I wo I U w a U z Q 12" OIA. MARBLEINE A I , M j w v) ''' z STRUCTURAL COLUMNS z• z = `_ ,,, o w I ' i I ! f +1 �sJLD I cn n ¢cr F rl o i �-#�-1 E Fes-- ArFU GJF"l,+t-P o w o o z o x z w U zxvz0l, �wQ1J D2 I _ a< �I D I 2x6 EXTERIOR STUD WAILS I QA15 a 6" POURED CONCRETE WALKWAY 1 , 4" POURED CONCRETE FLOOR SLAB ¢ (� Me, ll SLAB W/ 8x8 WIRE MESH (BROOK( FINISH) ` w/ 6x6 WIRE MESH ON CLEAN a COMPACTED SAND/GRAVEL BASE I - -. - - _ - - - -- - o rosj f ^- I 14"x14"x3'6" POURED CONC. PIERS — I ¢1— BEYOND: J W/a #5 'VERTICAL DOWELS 10 x3'6" POURED CONCRETE FOUND -----� J�J I � a) � t -I, t 0"x t 4" CONC. PEERS ON ON t r"x`�='s"xK;';�' P!?URED � ONC. FOOTING WALL ON GRADE W �- , TOP & BOTTOM 8"x3'0" POURED CONCRETE WALL ' �._ . . - .� � � 04 CONCRETE SPREAD -==�-' � W,/.5-15, BARS EAWAY WALL BARS o W/ I-#5 TOP & BOTTOM WALL BARS I I I O SET ON 8"06" CONT. STRIP FOOTING FOOTING (ALONG THE WALLSI w/4 - �gl �, cL-�. i -_ 14' 7" 5'-i 1' � a CCU ¢ 25 -- _--` - — ,..,14 c� co A a 80 0 V 1 m U -is 7S , SIC& CW55 5�010N ffU 80 ' x 140 ' [3LP61 I G 5CAL I/ 111 AS I'-Ofi 01, , r �'T ��Pti__ , 1 j r , l' - i _. _-_ww _ _ _.___ 4!M IH� Af be Q f f ;r_I , a: A. tj ' -T1 •i J _All 1 I�HI� r 4AI t..F_ N ,�� �r �> :t d (� ,>\• , 0 ( ,. ..._+� -. F ;�! {Ln .✓ r t�It �/ ,j y._. r'lr'}y� ..`fr" ` !J y! JGfF'K' _- -_ dLfJ �' i %� �? i�1 i t f" �` t 'f 1 • T7 X ► I DL li r! j J 9, l _r i ,� `� 1� -� } 94 , „ v 4 I .. 6Lr t _• � n' .i� l + •, � r � � � •L, i � f l- ✓ v� �. �i ; �`.7 �i/�."� r� dip' ,qi1 _^- i . yhLU 41 ` k h t ( , , .:_ d _ f '"f I i I t t' , , ' i� i.r`z:� =�'.-�¢'�.1 y 3 ♦ , � ,�.. .�_ ..... __. .__„zr•r�p„4, `s • 441t • _... ' _ FL4 H f..:x,`A_ L'• f j --. cz fj N . Y. LLJ SIMMONS `,�! �,,,�rt '�! �. �• ,/� t,n��{��`� r 1 j� E Z K _. ,t;., `�F.R`. _ �r1 .'I i.K SLa us.. 1, t p ' Y,. = rf"'t /' ,+1 b',6J.^„�I �`' _ j•Zr ; jI �M^Il 1"rtry ,v .1 �{Y �_'• •' `'�„� ,r` . ._ _ f �, ...• �« "` M f r....-..` .....r4 4,„w„•. "�'1 " It/'f ►-k�..'� ,.+' 4- 3- A""`:" .•rD 7 \Gf 1 Q I F9� rD V ! 1 '•'.`an,,,a '�..�.'ea t�..s✓, fts°> "' .•. ,..� .. I" ,-,�' ter# {s� .J�-^•' __.r._.._.— _-_.__—___ �`'..°�......•t 'a WS-"1 ..... .. . .. T .L ..ter GJ R��t '-i ,,. a r �Aj 4) r' i. Q W :Fes TRJSS BRACING REQUIREMENTS: P95-95 MODIFIED HOWE SERIES ROOF TRUSSES �� _ . _ __,. _... . . _ PREFABRICATED WOOD ROOF TRUSSES 24 O.C. Location Description Type -- � _-..__-_— _ ---------------------------------------------------- !! t '" T'.�I ; 1�4 �-- BY MANUFACTURER ) �- Top Chords 2x4 or 6 spaced 8' o.c. running end to end`to - C �, " 18 -0 I o secure trusses and establish o.c. spacing. _ Z Rigid plywood diaphragm. 5/8" sheathing with P 0 Q W no continuous perpendicular panel joint*. Lap TRUSESS BEYOND SHED DORMER � X _ butt end breaks by 410". Use Case I APA 0 0 U Pp g GABLE BEYOND I _- - --_---- - - - - ' I1 .a. X" bracingapplied at ends of spans oa C _ _ ` I . __... side of chord bearing members. Tis4in grog L_ ,.._ \� � i I �► fr of 5. Remove an permanent supports'sie •• > ; ; ; ' STEEL ROOF JOISTS @ 4 0 O.C. STEEL ROOF JOISTS C� 0 O.C. o f } -t Bottom Chord2x6 Q 10'0" o.c. continuous lateral support P I i 12 // ���,''f I D 12 "�'F_ t `ry '" �J I A '( �•-"_ �- for bottom chords. Extends from plate to platy I I \ + F or ledger. 1x3 strapping 2 16" o.c. may also I 6 i y Z be used. t , r ,' Al _. �, 3 _ -,,mpression Location to be determined by Truss Mfg. Make P j I I 12 UJ ��� Chords continuous 2x4 or 6 from gable to gable points. Alternate use of 'T-beam' 2"x 4"/6" top me X f to extend w/in 6" of chord splice points. I ,' /' j 10 �' O " 7 ' I P - Permanent ,• - r I 2xU ® 24 0.C. riy�Ni _,:a:_t�1 F�1: j F.rE.y �ri �Y Construction I I WOOD R00 RAFTER ►J�i LAY ON , FILL I N F � D11 � r �„ r .. - N fiv�'JL.ATL-ti ,4t� � `o I /y'Ep=u" ; t4M 6 -:t7 jr ,�. . t� iCpr. 1'�I v►' _,! F'F .:i,, �..� fi�-Y , . I y 6 W Q C�Cr z U�j C� it L.. G W -J -- -- --- M _- j�� .. ,�FA w - , 2 .� Q ._ `t Z Cr M3WW (Jz�� ��' y "c `— STEEL BEAMS ON STEEL COLUMNS _-_- ..__----------_ w _ �' ,- ! 1 I F- -- V'1 D~� - .i� 1 -� �K� ����- ( TYPICAL ) , D 10 �, I : m � 1l9 BEd jr^ 'i T� �. Np� j' F x. t? ''- !i - 9 ' ,Q i ; o o�- s :..� ! I ! l �T Ir QA � I �= I 0000 < �� xZw D 4 2x6 EXTTER. STUD WALL 0 ?6" O.C. - A; t� D 2 12 DIA. MARBLEINE STRUCTURAL. COLUMNS I , i t ��� , 6 POURED CON„ SLAB I I �. +r I / '� 4` POURED CONC. SLAB FLOUR WALKWAY W/ 8x8 WIRE MESH I 1i , W/ 6x6 WIRE MESH ON CLEAN I T I (BROOM FINISH) COMPACTED SAND/GRAVEL BASE f cCS O — BEYOND: 14"x14"x3'6" POURED CONCRETE I 1O"x3'6' POURED CONC. FOUNDATION , ,31_ rn a � • " p R - I i 10"x14"x3'0" CONCRETE PIERS — -- - _ E i WALL W/ '2-#5 TOP & BOTTOM WALL I 8 x3 O POURED CONCRETE _ L ` " 41 CONC. SPREAD PIERS Wj 4 5 VERTICAL DOWELS BARS (TYP.) SET ON GRADF -� ` 51 . . FOUND. WALL Wi' 1 45 i ON 12 X� >s ON 2'x5r��x`'ly -',-INC, SPREAD �' of I i FOOTERS (ALONG THE WALLS) W/�{ #5R5 E _ ..�- :� - OP & BOTTOM WALL BARS ><.._ __� FOOTERS w/ 5-#5 BARS E.A.WAY �-- ' --- r--1 SET ON 8"x16' CONC. FOOTING ao 00 cD U 141-�" 25'--11" 26' 0" 25-W . 80' 0" - s 2 TWIC& Ck055 5 01ON TWU 80 ' x 140 ' P CA. . -_ _ _____ _ _ A 5C&E 1/Al - i' I r j !� y,_.,.-4<,, W/4 �. NI" Z� ✓�'G GU-r -r-- -5A+*#P_0 I . 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I. .._..._ ....._� f _ i , 4 UJ 1� \\ I i.Q�" x.'T'Y. .,� - 1Lyp I�i...�e. r, . ✓ per j } -i--xol yR r (r ;;� . y }, ((,-� ` `iyy � �� � ram' i/]r' -I K (� I Lf��' •�"� ` ;t�..` i �,�..�-W#�, ,�!'EA.�-ibis i�r ',i . _ .. � ;�_ ty? {�,f'G►�f s�,.`!��� � 1 P 2�J t DE_ 1 F.;�r -��..�i►� � uJ �}l�.A Tw-L� vJAt.l,. rr I .j . t r G 7 V!1'r�NUM F-':"� r'�.`"' "'"".�"'- � ! 1 �: , , ,.-w. � ty I�. .� . �,.,..e' ," ..-�^- ^"`_...v .,.r.,, e..,....a..---�e�--^ a ;�r,t t�i/ rD 1"'0rD 11 �' T2� _ LJ LAJ ®r c� V) j ;1 �� K .,_ : 'I �a i ; -� . ✓ '\ 1' , j/� TC' .—,-} .1,,!E aq t i',"!, ( �it �j It Y G'r'�j° G= F< �• Y> �v �-`C.��.�-_ �} �E �' cf�!-•iJf�#�.i `fF .I,-;J UG-T 41 1 i i + �T VAANt/M ` z W NNW 'f NI .HAWCA;, rani W J '•Z....a1'ytC' . •' TG' l�..li�9.._„+4:'<...r `4,,'s, _gig a. - '1.... 1/ I"'W.•' i "dt-..�,... �' t 3 �t f , S Iz� 1 w^F K►f l Ala _ I 't tt f ' l L I`i : 1�►L! •Iv��$t' ;r1,' -�f�t;,, �art�#� - i EE t,1a' 1 T" - i r'�' ��'� r-j `' 4.v r'j�'-� ?"-,P: ' Tv�tE--TrfF-.z.. A� ` HE:) �: D .� G, t ! t' F ''fit ' M4 0 - - 140-0 • T' ' Mitlir ;t�-1 z7Xf(• f,v,'•� 7 s/ y tom_ , �5 �k�' �► �A?6 (IF 71, 16E. r-:.v� 6�- i1aV le" e-K f � k i 341-5" 34'. 6( �",,t,,-.�' I �G'Ir.f.A�' FpL,SjF�� ' � �� 7�.k� '�C:�ZE-1�t. I �� � --•�-- �--- -- _ _ — _.._..____ "I _-' W q-, ,A a <, f— E TEE' B AM r I "n•c. i .� . _ :. � � rt� FA. rAIIU ?k i, ` S EI Tr -- r w w x _ fJ7i I rd 1 --- -- ___ 1 a• i — - - --- -- --- — - _ X -, W Z _, :.)fit r; O � n r - 2 � ;a COLUM BANX PLAZt , e ,. _ _ i — — -- ' ItiQUIltii '�i• p�5-Si5 @'y : 36 /f irpt ! a r+ a :a ,� i , - -- -----— _- ----- > w ►�- .ry patJ rrE.. cF_c_.6 C, ra! +�l� 1 Column Hasa Plata sizes I Anchor Bolts -- ___ --_- =�- . , - _. __ _ _ — _� +» r •r.._• + _ _ i .— � VJ 20' 0" t`P •`Y j ✓ fir i .;.+t' ��j �i✓ 7 �S e a - - a;• i-, _ ,�' _._ - _-t __ _ E $6 r �n < _ w �1Ar^ y r c.TP. i� kf `E f x -'- z I _ i '1l�LE �> �s T W6Y15 8"Y 5/8"x 0'8" I 2 as 3/4" dia. i i ' a W6x20 - IIf T-- x embed C u�s� q1 tit v1 rx t _ _ _ i , 1_ _ _._ : __.____,. �_ 5 f r E �� P D D Ir J 015 f S I I d `a 1 x 111 Q MC p tl 'C�# 'S,. $ .. _ .. !.- _ 1 V tt D� C. o ` � - tt7 laJ i 7 �}? C) t 1Y C. l t.,t I a.•. W8x31 10"x 7/@" 0'10" I 2 as 3/4" din. 1 l ' � 1 Q� N I I x @ embed ,.. �•I I� �' I d +I ,lj'I Q I�1 _. _7 ✓ iQ I l-YI— N8Y40 - _- r1 12"Y 1-1/8"Y 1 1 0" ( 2 as 3/4" din. W{Z-X i4 -- Wfx48 ! -- *- - -- � � 4.a --�+---- � �');;,►� tom, --_ - - - --- --- _ _ y _ STEEL BFLOw W@Y58 2 as �S1EFL BEAM - F .1�4 12"x 1 - -- �J W8x67 I Y 12" embed , _i ,i i _ �+ - - ._, } _ ._ - - _ _ _ _ _ _ - i _. ._ _._ • i ; 5 y=- E i ' i.f kilc ': ,� !� i - ;-- ; L _.._.a.., _ - tJT; .jf � ► + �a LD 1 4 _---- - �-- _ -�. Poor J D 15 r 5 4 0 � � t i , CID IL Ji } a t tS _ STEEL EA 'BELOW _.► ► i i -._ P01`Y0M CNDUgr 0f= ► ,� DOF W00n rRu55 5 �! 0. C, uj ii I J �►�., { { f 1 r i N I I , i L B M BLO I Q.. • J.�i I W fl- rR _ + - CJ i i +'• JI ._ i a is 43 i 4C L7f9'` �„ a ' 1 r ' Il } rig F + t FT1 V y,t ( {. . • 1> i I i � Ch r ; _ t V.L"'44-7A _ .�— L W C AM _+_ t 2" A STR ICTI.IRk NtCH111JURk KNT UItiGINS---____.__- ..__ . .- "'.; .ut — s _.__.._ _.=.____._... ".-. _ __-_ . ""-:.�..__ ---•-------Y'----- --•-r=:-n-m-o,r,...c,. _ .._.. __-:ca_..._ ..rtccrr„a4... ..«_ .f�llr y "' `, 63 Gt.l be► t" ' '. w COLUM REQVIR�IVT$: F95-95 50 RSI c '1 _ {ice - I' ! � Line Rdw R Row B Row B Dt•:w C Row D Row D.1 Row Z Row v Row r.i r 2 rc It P\OOF / CNLIN6 _ __- __ ---- _ __ - i 4 P x 4 Wi3 x$ri W9K32 NU40 -3 CA 8 ! U I E- IRULDD N3 j 3 WSx31 W8n58 WSx31 W8x40 tip . T`~'r $1 +I +fDri Cif rt K}1D:,� Fn I at 4 W8x31 W8x58 WSx31 W8x40 i --- _ ._. V� _. _ _ _.. __..__. __-. _.__ 15 W63c15 w ! f ' - 1 Wgx67 ~ W8x31 W8x48 W6Y35W6x20 W8x67 mid-pt W6Y2040 0" `- -- - 6 W6x20 W6x20 WBx48 W8:It5@ W83c31 vJ r d� 6.1 WGY15 r� R 7 WBx31 W8x67 WSY31 W a x #C .J 2 t ! @ W8x31 W8jic67 W8x31 W x4, F- .•� i /• I.L/ LLJW8x31 W8x67 W8x31 1^1c• x1c ` W 9 ; ^ _- 10 W8x48 W8x48 W8x31 W A x4G a .ir ' • ... -.,. .. a.. .. :... __ _ _ •Q Lam} c� G g { � I »{ C ,.. .:, � ..L_ ....-rr^+ l IJl ..� -rF,,."� a'�a'• i��.: �.��t'tt`j 1: ..�Li. ,' L' �+ I� �� 11 � .�� -�� ._._-.-}•�`4—,-. EI � � I I - Tl K+ C _ 7. Ai..t. �Ii►1yZ�"�ka ih ?+-t1h �4��M� � .;�X�; ��� '�+P. - • 'Eu'.-,, � �.,• '� } -v.,j 'o.. I A 6 LA� Y , Ld - y,� 1.n ii I _ _ _I Ttai3 k49F.i , .SA R:' '?jGf� L v+ 1 I�V + #�iL_. L l L �f• 1 I�t._ I x , I ` } 4 ._1 1 ' }�,e ' a + <� PH.P-1- t3CAL W aez� � EZ �,� �, i tv4E'f;Hr,NJCAL ��j, si Li Of 4 F i1 12' :t z ° i C.�' F LI rl! +:x �' j - - .. �=t _n __—__ _- - ------- -'-- __—_ __-- _ — - ------ - -- ---- j r � 140 `J 1. � j :yes ., =•1`„f+r � J t- 6 7 Q 10 w f _ ✓ '�"' ' 34 -5 ----- — — _ _ , i .i Tr- 44 t� , /?t G _ [ JI IT Lu w - --___ _ __.._AD z w Of ,_ ...____.-___ __-_ i - _._. ,r' f ,� � awoz �. ' = c)wa0 C III �f 0�-�t1. 1 1 ! — �n i- z� � �� aV z f VLTA — O �can 0 Li ! � � � � Q� �ao� 0 OwOO =p xzw U ZwwUZvLL- Nw < o ROOF T I �� .. ; 1 c' - cfl — I ?I �A, IY .p.� V w _ 1 t co a) !1 o ctS o _ 2xB LAY -ON RAFfek TAIL5 a 2411 O.C. v o °'dCQ i j to ti r, 00 WOM%F50 IX 5e524 X r ;�L1�a 0.: t �'' i• c. 1 Ar 1 — W/ 2YB ROOF IM ;__ ! ! ' + f ' 1 ! a \' ! I ! 1 1I2".'riX JJt�. Af1C� — — ..• �U i NMONEA, 5MOflm.155 (WHERE NEEDED) , k I 4 ! S ol 1 I II i + ' ��1�n WOOF � IMb5e5 C BY MAt AG1 2 4 " 0�.1NOOn �OO� 1� 5 C�Y MAI�,�AG11,�� � e �411O.G. TF- S2 A r 5�C •• �;,Es 1 C w C I , ! 44 I Y "t u� t f •� `� , 2/1 w- � r f-f 6A '� '�'fr1t1Ex"', � � �'�. __ i �' � ti � (.j fi� '�" � i t � � ' I�1 `�' _ _ —�— + ,' I , <,\ _� �^�l 1 - \ eil y t I 'a'+.. _ ,I _ " - <7 .,j� c� Z p `A�:;E 14�-p (14 E '-tE-9 LiJE_ - J4` h.�J-�� �L�'�'� - :1f� � � � j! a t� e � ! I boaf� a��x 16►},1� i w _._. « sz i l -- ,� u -Z WOOt7 � 1550� 1�1.5` 5 ._ _SId,�,t�E 2 n� .��k A� 41at.� Lct�l p U— _ M � i Q 2�t" 0, G Z. ca t�l�" x 1'/t' :�. !I W/ 2x8 R" RN N�Ace�p I O x Z S3 ``�-- �J PUr ON tA, 5" OI✓ MJ95 Q ••� WHERE NEEDED / r— v EXG—iM • FV4' k- .{� �'U�",�r ( - _ ++i A/ U. ----- __w _ - -- — " L E,,t I�. r�/ItL�f`- � •! � �- i I f' , 1 �OOFPAN iL � O J {.L i4d_. .y Q < Z • , 416. , P. { Tj Q 4 Z � W C7 Y <t w + `R� �- 0& � � � �' � ► Inc�x �� 50��� `' � _ WAS 4w �•' :, :k - ' �i ' �' r1Jt4. w J 1 . TH-Or � t M �mot_ �,.� .h r{::>r1 r;o, co 3 __ �2 ,, d Z 41°s Ou > t . _ VV U j v7t;7 T _ _. .,....,_., .. ..... n W ! ` ;;3� '� 3� AV, •7 : / > h_ ; ' }AW" ; 0 Uj X lie l _ trl t Cd CQ a a CA ' '' \ ` l �...,._•,M. — �..,,.....,n► iCO U t - _--'_.,. i s .. .-,. .. ',.`•..r.' ` ��+c7ii+� t..�....,.•' w.r•� ''.,,,,E�tia./ ,i.a.,:,. f +.� 1 F:e�c - -U-0 _an TECHNICAL SPZCIFICATIONS - Structural Steal. P95-95 i ! 1 Steel beas ASTH Grade A36 as shown. Fastening surfaces to be I free o mf defects and have no more than clean, mill Scale. 2 Steel columns: ASTM tirade A50 as shown. Fastening surfaces to be free of defects and have no more than clean, mill scale. 3. P1aYas - Bearing - AST'H Grade 36 sized as shown. Provide welded attachment to all beams and coluaas. e - ttt���ttt Column anchor bolts to be 3/4" or 1" dia. as I listed with minisom of 0" embedssent. sleepers: 2"x 6"x RL bolted to top flange, Use 1/2" dia. i bolts staggered each side ewsy 2' 0" O.C. f Uj - i ? i Y. All shop connections shall be welded. Field connections to be bolted or welded as noted: Bolts: 3/6" dla. A-325 in 13/16" dia. hole+. Torque by 4 --�-- �6 ut' method• fU �-jti - ns ardened washer under element to be a f tI Z tall h torqued and S11UO up all bolts tight with • + (hand) spud wrench. 2eZ3 J4 _. 34M _ �, i i - Alark beam web with reference mark next to ..rad torqued elem ont. Ei, i• x ,, / at - TORQUi turning elsaent'1/3-1/2 beyond mark. 0. fields: E70xx electrodes used in proquAlifted Joints. I . y Size and length of welds, stiftners, seats and backers shown in joint a na. �L"i;�? Yr� yaJl. �� .__.,..._t _ __ _. .►k._ ----�._,Tt -. i f - FINAL connection details and asaneafblies to be coordinated and determined between the fabri- , J , �,{ � cator an designers. ,,, �' Y � 7' H�-�" � M1 �' �.,f•''- s blocks and cuts shall be Shaped and notch free. Zdin- t A11 copes, 1 .�., i insvm radturbto be 1/2", Where possible provide 1/2" clearances ._.. _......._ ' .e. or all cut-ins an c r with emus tit � } f 1 d � • 1 V 41, d p ) y Paznt. one shop coat and touch up in the held all steel workx CM 1 ime .uro aes ■a-� . w «t �S one coat of red metal enamel p r M r, Vf ji j -J- Y +s 01 .__ _.... ., _.. ...._._.,.. _ ._.. 1 r t #W2 ANDERSEN NARROUNE z W DOUBLE - HUNG ALUMINUM TRIM COVERAGE N QLLJ OVER 1x8 RAKE/FASCIA BOARD W w _ W/ 1 x3 SHINGLE STOP - BUILT OUT 8' - _ :_ _ - 0 0 0 ON 1 x6 FRIEZE BOARD - ALL TRIM #2 PINE 13062 ANDERSEN NARROLINE DOUBLE HUNG 'IKO CHATEAU' ASPHALT ROOF SHINGLES - HERITAGE SLATE -- ;r� f� %J x Lo s - CXW13S ANDERSEN y _' ZO 7-1 =s et - _____. CASEMENT / PICTURE WINDOWSLJ - y _s — - _r � - 5 TRANSOM WINDOW - - —_�----- ---- -- _._ ANDERSEN FL.f:XIFRIWE- - �1 ---- �DH T3015 ANDERSEN ---� '= - _ — _ _ _ V , DOUBLE - HUNG TRANSOM - __ - -- _ —_- 77 ___________ 1 x6 FRIEZE B0. _____-- �, OVER �/.g PLYMM - - - - - - - - -- _ - - - - - -- _ - - --- _- __ --- F- nF — I I L I F7 `I x RE FRAME CASING _ _ - --_-- -=- --- _ W h P i mom - , ._ -- - J a w � Z - 3052 ANDERSEN `--- -_ ------- ---------------------- - --- - - - -- -- _ --- - - x p[ _ W �V D� d W O J { BRUSHED CONCRETE WALKS Tip :; . ,�t g; F L- >,'IE'r� Crj�. :�l,J �RA'� ��i 1 vT. m N w w~ z u. S — WHITE CEDAR SHINGLES 0 5' EXPOSURE NARROLINE DOUBLE HUNG 12' DIA MARBELINE STRUCTURAL COLUMNS uj U W Q- Z O DHP5652 ANDERSEN _►�'- X cr a ( z DH/PICTURE WINDOW w N m 0 - w 0 uj 0 0 � � ON �' � !. VAS" ! ON � ����cr a Z � rr ` V8" • I'-O"' o �Laoom�) zww U ZxQZuu_ �w < o 70' X 160' RETAIL BUILDING ,M 2 N©T�. ALL '�fCIM Ta HA'4E, P LUMIOIJ ! °"�► � U A J3052 ANDERSEN NARROUNE T� a DOUBLE HUNG cat T1�PIM - 1 x5 PICTURE FRAME CASING N O 4) � o = = _ 1KO CHATEAU' ASPHALT ROOF SHINGLES - HERITAGE SLATE -- •1�� `� a ,n \ 12 r rn - - - -- - ~-�____ T- -- - - ALUMINUM TRIM COVERAGE - -��: _- ___. - OVER 1 x8 RAKE/FASCIA BD. co •�,..� W/ 1 x3 SHINGLE STOP J w � " PARAPET R 0 0 F I A / 1 x5 CORNER �S. m. W%_�,, ,-�_'� 12" DtA MARBLEINE �1 j' C1i"� ✓�•. STRUCTURAL COLUMNS WHITE CEDAR SHINGLES 0 5' EXPOSURE UAP V A f 10 N 5cu lu 70' x160' RETAIL BUILDING V AWNING PICTURE �— EN AWNING / PICTiIRE WINDOWS 1F,0 CHATEAU' ASPHALT ROOF SHINGLES HERITAGE SLATE - / �a � WHITE CEDAR SHINGLES 0 5" EXPOSURE Hill 12 d m ' 01Atcr.. HUL..�a x T 10 I ' xr _ t r� i~c�!1AL j ALUMINUM COVER OVER PARAPET 100 RAKE BD. (BUILT OUT) - -- - __-- 13052 ANDERSEN C�,} .+ �nR �„?1J7 AL`' (REAR ONLY) y P _ NARROUNE DH-WI DOW " _w O 11 x FRNGLE BD. - - - , % � G 1{g '"tl 3} T x 6 LIE E +j : . t :' � F• 6� �'�C, pF.i /' H� �'t i+ ! e , 12' FASCIA TO 10' S0FF1T O.H. (ALL TRIM 12 PINE) N _ ,-{1 1 wtJ I Y TO j - ± �_ — - _- — _— _ — - PLXWC?. � �_ ._ �. ,. 1x5/6 CORNER �� . - W ALUM. TRIM _ _ BD :., _ r _ $�, ` � ��7bli�'Al.� ��il• IDHT3015 ANDERSEN -- - 1 ` DBL-HUNG TRANSOM --- _ - _ _ _ - - 12" DIA. MARBLEINE HALF COLUMNS - '- i 13052 �1C r- _ - _- — - - _ _ - -- - _V-- APPLIED TO FASCADE NARROLINE DBL.-HUNG - 74 fte� ra a___ BOXED COLUMN 1 � WHITE CEDAR SHINGLES 0 5' EXPOSURE - HALF COLUMN APPLIED TO WALL. --7 L. Ff 51P � � L � V ,AfION xx. �/8"- -O" O 70' x160' RETAIL BUILDING o z _ Ai- ___�_ ._ _ _ W f < � POOP 5CHEPUL � WINDOW 5CMlo!� OR R. O. QT. REMARKS OR SIZE R. O. QT. I REMARKS 3'6' x 7'0' 8Y MANUFACTURER _ AL WHITE ALUM. DR. W/ TRANSOM LIGHT 3u52 I 3'-2 1/8' x 5'-5 1/4` 1 ANDERSEN DOUBLE-HUNG WINDOWS W/ ANDERSEN TRANSOM -- r vll t�cw COMMERCIAL AN WIDTH, MATCH HEIGHT TO TRANSOMS OVER DH WINOS H'i^ _� W'.NDOWS Un_ESS OTHERWISE SHOWN ON tIEVATIQNS) 71 W/ TRANSOM '_IGHT RIGHT HINGED PROVCE 2/24s PLAT 8TWN TDP OF DOOR h 80TTOM OF TRANSOM) Wj L 3 !B z 8 i ! _ oROvICE 2/2.8', FLAT 91WN TOP p WNC k 60TTdi pF TRAIt5011) Z UJI Y ,'_1 ANDERSEN COuBEE-HJNG W.n001S w,' aNDERSEN TRANSOM U 3'6' x 7'Q' By MANUFACTURER , 5` 0 1/8' x 5' ?,�4 T FULL VIEW CDMMERGaI WHITF ALI,M OR. W/ TRANSOM LIGHT # 28 U 0, 2 SANE WIDTH, MATCH HEIGHT TO TRANSOMS OVER DH WIND'S � w, ` DHT2815 2'-'0 1 8' x 1'-? '!'8' WINDOWS � 0 Q Lil wl TRANSOM LIGHT LEFT HINGED YLAJ PROVIDE 2/2x8's MT 8TW4 'DP OF DOOR k BOTTOM OF TRANSOM) / PROVIDE 2/2x6's Fv1T, BTWN TOE OF OH WIND d BDTTOM OF TRANSOM) ALUMINUM DOOR W/ TRANSOM - 7'0' x 7'0' BT MANUFACTURER FULL VIEW COMMERCIAL LIGHT / 1 (� SAME WIDTH, MATCH HEIGHT Tp TRANSOMS OVER OH WINDS N DHP 5652 5'-' %/8' x 5'-5 1 a ANDERSEN DOUBLE-HUNG PlCrJRE UNIT W/ .J W; TRANSOM LIGHT � � wxras WIDTH Bk10Y k HEIGHT ON SIDS ANDERSEN TRANSOM WINDOW WHERE APPU.1&E 1 - 2,/2tbs 8TWN DOOR h 1RANSOM II a W' AND FLEXIFRANE 5'-7 7/8' x 1'-7 7/8' ) PROVDE 2/2x6's MT BTWN. TOP OF DH WINO. i BOTTOM OF TRANSOM) l O 3052 3'-2 1/8' x 6'-5 1/4' ANDERSEN DOUBLE-HUNG WINDOWS ODHT2823 2'-10 1/8' z 2'-5 7/8' ANDERSEN TRANSOM w NUOwS I OF CXW13S 3'-0 1/2' x 3'-0 1/2' ANDERSEN CASEMENT PICIURF UNIT WINDOWS -- N 4�-011tMx 3-o lz ANDERSEN AWNING 7 PICTURE UNIT WINDOWS LLJ 1 H ' If AP4550 4�-5 3/8' x 5'-C 3/8' ANDERSEN AWNING / PICTURE UNI? WINDOWS J SPACE WINDOWS EOI ALLY IN AVNLA&E SPACE - FOR EQEML TRIM WOTH !I PROVIDE 2/2x8 STUDS BTWN. DOUBLE OR TRIPLE WINDOWS - WHERE /Pft"BLE FC-10 'III (HP-3) 4.1 5 Q `; k, 160'-0" , „ ' � h ) 1" w12i I FC-9 �� W <Wz< — 39 -6 39 -J - '� c� - za -------- ----.--.----- --------- - -' _ 5?L. SUPPORT BEAN ABOvf I i �d �Q��a z 3 21' 4" 21' 4" 30 - -_-_= --_-_-_- -----'__-__= 0 F1 WvWa � I \ I I I+ WGxLS i Z I STL_ COLUMN - BOXED i C=0 p cWWn= M N ----- — 11_!_ _!, mw =7 ___ ___------__._ __ __._ __ ___ FC 8 o W - - --_.- - - - -- W E I 0 00 � 0 0 � 1 a 0 owooi xzw I U z>zQz�� �wao L' WOMEN ; VEST. -- MEN �a - -� _� I z � FC-7t t If N — CQ If _ ;I l f 1J ,-� (HP-2) I' IT I uj I ..J ' C� ai , I �R.c ICE. 1�iK" I ,A�E V sly 61�i� AT ��� T ;c>,f j <:� ,�x. ip �„ ___- ----_-- -----____ _------____--- _- _____.__..__ . _ _- __----__. _. ._ C j - III O I 11 ATRIUM I III i ` I BR.MGR. I! j l I i I . 11 i� � I I � C F ,, p•�j� � I _ N j I I I i .. ! iw-- FLAT CEILING I ' c w I �I �p ,1, �„ 1 � j il } __. _- � � 80XEI) SR THESE 2 STEEL BEARING BEANS i C '< cauNn CONNECT W/� ANGLES -- -- ----_ F12 �, � O __� (y� \. O ( I I� �,�, t ABOV 3/4' x `T ,/Z' LV.L MEMBERS NAILED TOGETHER�` �E of Hlc►+ (vAUETED) CE�C ! ROWS OF 16d NAILS 0 12 O.C. `ram 9'-0 1 2" 10 -1 1 /2" `��' fU�/2 a 9'-10 1 /2" I 9'-10 111" I 9 -10 1/2" 9'-10 1 2" FLAT SING --'1 i /— I IIl Z 14 DEEP C 0 V E R E D � A R C A D E . I o ( BROOM FINISHED CONCRETE ) ; ! i i 1 1 1 1 CIA I I J Q N ,ITN . 1I C V m � TIN N. ---\$ Z j W!GxL5 sTL.raL �MrT -�� 0 < 20' 3" 20' 3" 19' 9" 19' 9" 19' 9" 9' 9" 19' 9" __� 1 _ -- _ _ _ ___ ____ _ I W r A 2c• _ ,--- 1 -- STEEL COLUMNS BOXED IN WALL Z TO SUPPORT W 1Lx TQ STL. BEAN ABOVE O x 12' CIA MARBLEINE STRUCTURAL / ARCHITECTURAL COLUMNS - TYPICAL �' 11'-1„ „ do 12" DIA. HAtf COLUMNS APPLIED TO FASCADE J 0 ..... 40'-0„ � ' i SEE SHEET A3 FOR BALANCE OF NOTES ( 80' x 140' OFFICE BUILDING ) FLOO � PLAN 5CU 811 i I L_ 70 x160 RETAIL BUILDING Z ___ r . ia w 0 ,laW COLUM BASZ PLATZ RZQUIRII4ZNTS: P95-95 ry 36 RSI PZDZSTAL 6 POOTZR RIQUIRZDncNTS: P95-95 I Column Base Plata Sixes I Anchor Bolts I t fl 1 Sheets A4 i Al' Sb(allow) - 3,000 lb/sq ft P'c - 3,000 PSI I W6x15 8"x 5/8"x 018" ( 2 ea 3/4" dia. { �`- 1 W6x20 1 x 8" embed i Cods Description Pedestal Reinforcement c I iRequirements Re Pier Locations Sise I W8x31 10"x 7/9" 0110" I 2 ea 3/4" die. I Z W ----Y---------- --------------------------------------------------------- I I x 8" embed ( w w w w I U' < Y P 5-6 Atrium Columns 10 x 14 12 x 4 6 w/ 4-II'S bass ZW U Cl- Q W I I P Inds Ind Wall Columns 10"x 14" 12"x 416" w/ 4-i5 bars IN = v � 0 U 1 W8x40 12"x 1-1/8"x 110" { 2 ea 3/4" die. I P B Arcade Columns 10"x 14" 12"x 416" w/ 4-05 bars ZW I W8x48 I x 8" embed I P B.2 Arcade Columns 10"x 14" 12"x 416" w/ 4-4f5 bars ZW I I I P Rear Rear Wall Columns 10"x 14" 12"x 416" w/ 445 bars ZW I W8x58 12"x 1-3/8"x 110" ( 2 ea `1" dia. I �- I W8x67 I x 12" embed ( P Corn Outside Corner Columns 10"x 10" 12"x 3'0" w/ 3-�5 bars ZW P Int Interior Columns 14"x 14" 12"x 516" w/ 545 bars ZW /I, � z O q Note Provide 4 - 45 vertical Shear Dowels from rooters into Pedestals in I � T 3 � 4.1 5 i •1 � ° Q -- ' its ►`{4 . �U .s-!� ! ( F - { - --- I Qj to '4 En 0�t1`i Zo ►- I --- ._._ .._ _ { �/�. �� Ili ...IVP��` � I F.1 � 'a.,__, Y`�_ _ _ I - '� � W w I S Is,O T01J.. tv 11'&,, _ r ' A O Q —= — �I�E 1�11� - tJ+t '• Af' f��E , :C .'seta' p 49dNV, ,i� )L ' m w_a Zz -SbI MIX JfirEIC,A,1. K.PEc,lam ccN� �: E_ „� F- I £ MEtJ T � . _21 _ - UJ { f I , , Z � LY cU z� c� zc LL L'i <a I N , ..` S7 JO 4 KTT r=r 1z_ A I - � � �-•F3tF�'�,..,t>�.a� G�^•j ©1L�AG>+..It:�. I I 7'/"1 ,,._, • 4..�Zl.X.iF�A,:-.�. •"-�l..,U'N�t.� 4.GC/b►`f' !�iS � V 1 (Q pq 1 - P •�••� Qi • .ni I qL _J L_ J '� I �.,J,.,t f✓L,t:.`T��r� 1R6�'-{C3� C��.'.,z- '�;.. �.Sr�, -''- ' -� v t I yr�� �.,X ;�. GaNC, REIZZ 1 �` - . -. _. �"Ty�. �f'1di_ .1�✓ � 'r..y�. God.-•t�'f�`�� I � C I 1 L_ _J L_ _J �. K f1 F �.._..___ 4 - L'� T � � W14:1 �? �. I117 UW, u I lu ! _. ►�` t I'L` a.I' � 'g 1.AJ f� "' nf 1 - K:-# S B 5 � { g � I i L___- - ---------------------- --------- -- -- - - - — - - -- _._._- - .... .....- co •__-__.. ._.._r...._ _.__......_._ _ - - t 1 y - ..tL? 't't B L _ so," x X,peg t L��° �►35iJ'G Ct1..t�►. -r a!h� X IloM .' "' Q' "" ! Q 0 Q 55 � � I - � AA1 X i f 20 11 I p 1 M 1 st I I. II y+ M y �" 19 �, FOUNPA�ON P�AN SAX 1 e'6''•1' U� ' x160' RETAl � UI � C`aIN �� ` y •A00 Ir 7 0 + R c t 2 PREFABRICATED WOOD ROOF TRUSSES 0 24" O.C. _ i ( BY MANUFACTURER ) - i,3� SERIES ROOF1 Locatron t r scriptio , LJ Type F �/l�t rt �j / ' ,`J _.— --- --- ------- -- -------- --- ---------------------- ----J- Top Chords 2x4 or 6 spaced 8' o.c. running end to end to 0Q W 7 secure trusses and establish o.c. spacing. - T __- —�-- ^----�` - LLJ Rigid plywood diaphragm. 5/8" sheathing with P no continuous perpendicular panel joints. Lap H\� �• ..:��>=-'- 1 ( { ! butt and breaks by 410". Use Case I APA. _------�''� - X" bracing applied at ends of spans on under- C I,, h � ----y- f„_.�.-- VAl!EY KIT BY MANUFACTURER side of chord bearing members. Tie-in groups of 5. Remove as permanent supports are set. 3W T Bottom Chord2x6 @ 1010" o.c. continuous lateral support P I I I �I �� 0 for bottom chords. Extends from plate to plate PREFABRICATED WOOD ROOF TRUSSES ( BY MANUFACTURER ) @ 24 O.C. 5 _ 12 I W 0 f or ledger. lx3 strapping @ 16" o.c. may also � ' II be used. 27 �i.s2t pct�I'E.�tc;�t•� > Compression Location to be determined by Truss10 Mfg. Make P I k24 Chords continuous 2x4 or 6 from gable to gable points. Alternate use of 'T-beam' 2"x 4"/6" top member I i V to extend w/in 6" of chord splioe points. TJ -- P - Permanent �- �_... o �� C = Construction -_' ----�--- STEEL BEAMS ON STEEL COLUMNS - -----� — -- --- STEEL BEAMS ON STEEL COLUMNS - — - — W #, IJJ t , - '�r - �� --- �� � #•ra.,r ::�-;,t-.}:.��.��r tee:�_�,•- �, {��j y' 'f,i } ti Lti �� 1C ... 1.,�t S 1 G a J Z o Q� Z —_ { �' 2-X f +►mow rtC (G` !— _— a Q - � D8 a-,, >- a. _ 0- 7 W f ,� , , c.�W v z I, �- F-- ycn `' yr- ; - AIL►. ��► Imo►12 DIA. MARBLEINE - ~ Q z A - - T �_ U.J n STRUCTURAL COLUMNS - _ f �i i _. I" t' +tyf ��t !KIr.i �`�� ��V EJ�"V`r j L ( Wj p O V O i uj < a c71 _ ____.. z D 4 I i i ( -� '. �'f. � .�'-� i, r„- � 'r,�'i.. �r-�12J� ;�' '�+.A�-y 'fr��' � C �Or' U Z U U. � W 4 C� D2 D5 i � 2x6 EXTERIOR STUD WALLS -------- rr ! ./ 4 POURED CONCRETE FLOOR SLAB 1 a E r-6" POURED CONCRETE WALKWAY "f W/ 6x6 WIRE MESH ON CLEAN Irk �^' G �-. SG?f14 9 0 'F FI►�• sLq SLAB W/ 8x8 WIRE MESH (BROOM FINISH) COMPACTED SAND/GRAVEL BASE ! -- ± r, 11_I I II " " 14 x 14 x3 6 POURED CONC. PIERS -- co - ! ___ — I 10"x3'6" POURED CONCRETE FOUND. -- i I_=l -III-_II W/4- F VERTICAL DOWELS WALL ON GRADE W/ 2-15 TOP & BOTTOM � ed - .-� cv y BEYOND: _ ON '4"ti' i )URED "ONC. FOOTING __1 jr_ I 10 x 14" CONC PIERS ON F- -1 WALL BARS r 1- U O 4) ,r T W,''5-#5 BARS EA.WAY i A W,; � 8"x3'0" POURED CONCRETE WALL ___ _ 12 % ; ONCRETF SPREAD `-- - __ w W/ '-J5 TOP & BOTTOM WALL BARS FOOTING (ALONG HE WALLS) t-t ' t # - � : L — — -J -- x n r� d w SET ON 8"x 16" CONT, STRIP FOOTING ` i � '� `� q aB '�—_ �, err _-. __ _________________- ._._�________,•_ _�_______ -_ -- ------__--______.-_..__.-_-- --- � � � co U 0*0 s5 TWIC& CP055 5�CflON TWU 10 ' x I60 ' M% . , e1G d PREFABRICATED WOOD ROOF TRUSSES @ 24" O.C. - b � 4 , ( BY MANUFACTURER ) I1t,." ~I' o" a T# , lu rD14 a � t A • ' --- f' Try .. si-L.. > r✓L., cy tI 1 1' ,� _. - _ - N �lSTL. BEAM i t i I ; • IV D13 o ,par J,fn, - !r•• l i S� r rrp;'a Ar : I { UUJ _ I U. Z I � rD5 4" CONCRETE SLAB FLOOR REINFORCED TWIC& CW55 5�cfloN fWU Sln� WL� Wff- 15A rW/ 6x6 WIRE MESH ON CLEAN COMP. SAND�'GRAVEL BASE rD 2 A rS �'J " .J15) 39 -5 � ' 1 -1A rJli'•Q�' ?' -- - 14"x14"x3'6" CONC, PIERS I W/ 4 J5 VERTICAL DOWELS BEYOND: ^�{1= " " !�,�`� L"� r r� � O ! - 10 x3'6 POURED CONC. GRADE BEAM �';ak � �� ON 12 54''x5fr CONC SPREAD FOOTERS CONC. ' •• 1 ^ WALL BARS SET FOUNDATION L GRADE TOP & BOTTOM o, ME + 10 x 4'r,3'6' ONC. PIER i r =�NtIAA / ON 2%4 4,6 CONC. SPREAD FOOTERS -is / . W 5 BARS EA. WAY r_-L_. d r_s _ 7. o � �{ (ALONG THE WALLS) W1 a-q 5 F.,'I. ; `' h - �—-�!i ,I C1STt? "L J SSEOf'A� 0 INIM _r.- lMe C S'4:,• xx>.�.-.t r. �'CFdrt:-_.,�.-..-._._�]t1F�53m F4S.__- Location Description Type Top Chords 2x4 or 6 spaced 8' o.c. running end to end to C -_ secure trusses and establish o.c. spacing. ry Rigid plywood diaphragm. 5/8" sheathing with P T- no continuous perpendicular panel joints. Lap �� Q " butt end breaks by 410". Use Case I APA, Ld X" bracing applied at ends of spans on under- C t ` 1 I' EnQ W side of chord bearing members. Tie-in gaups . PREFABRICATED WOOD ROOF TRUSSES ® 24" OC.of 5. Remove as permanent supports are set, 0 � V 7 Bottom Chord2x6 W 1010" o.c. continuous lateral support P T1 f I5�' —�3�— ( BY MANUFACTURER ) —�— for bottom chords. Extends from plate to plate ^d, nQA G•t�,, i�. r �S or ledger. 1x3 strapping A 1611 o.c. may also L` V be used. �. Compression Location to be determined by Truss Mfg. Make P TRUSESS BEYOND SHED DORMER Jam-- JJ�� j,— (n ��} r a Chords continuous 2x4 or 6 from gable to gable points. �]sr- Alternate use of •T-beam' 211x 411/6" top member K, I ti tl~ to extend w/in 6" of chord splice points, GABLE — BEYOND I �� f/ I ✓- (\ "`�{ <' WZ W Q P = Permanent 12 r ' — ' - STEEL ROOF JOISTS C� 4'0" O.C. - — e.,_�C ;Construction I I ✓� `,✓ ! ,� I I ✓ ✓✓, 12 , ✓ 10 f 2x8 ® 24" O.C. LAY ON FILL IN WOOD ROOF RAFTERS , E + �' r yy,�J � tX liri ✓ t f ✓� i I :Y rl4 ` 'roc �jR; ° y .� 1 '� '� a q z Q N �f z 4 . _ �X �. y P-I - 61.00 cP GPI L.V,L, &M, r, I I s;+--. __ r ; . r s�J�x!� I sJ1bx p R-JVV6,LF_ 1 f t;j 'K1 Wf �35 _ f Ca p _ __ _ _ _ — _ .-__ .... _ _ ..,. _ _ ._ _ _ _ _ _ E �, 0 L BE COLUMNS STEEL BEAMS ON STEEL ! Z " c.�-,• I DH ( TYPICAL ) —� '� D7 I D D �' A C IL1rl:+1 _FAFAT ' N I I 1 A I 0- > A Vic. FkATrlv ofi 114 :1c�b S 1 t 1 T7 rD_4'� \J t 26 EXTER. STUD WALL 0 16" O.C. co 1 D2 D5 �, z:!Y o vp 12" DIA MARBLEINE Ir _' 0 STRUCTURAL COLUMNS 6" POURED CONC, SLAB A '� A rr " P WALKWAY W' 8x8 WIRE MESH. — 4 POURED CONC. SLAB FLOOR t' 9�-1AL }J.= ,. •.•� • I ! I (BROOM FINISH) j W/ 6x6 WIRE MESH ON CLEAN , -� 5f;0� I _— _ — c J COMPACTED SAND/GRAVEL BASE I �„� - it^fli-- — I F --- BEYOND: I " _ -� I 1=III ••• I" 11 I 14"x14"x3'6" POURED CONCRETE WALL 2 POURED 5 DTOFO& BOTTOM WALL —~ i—_ • 8"x3'0" POURED CONCRETE � , 1Q x14 x3b" CONCRETE PIERS - � --- +•� �FOUND. WALL W% '•. #5 " " -` —� ON 12"74'Y x4"0 CONC. SPREAD PIERS WIC 4i/5 VERTICAL DOWELS �. BARS (/ 2 #ET ON TRADE w #5 B E•.!, ON 12 .�G x 5 d` CONC. SPREAD r_ _ — —� / TOP do BOTTOM WALL BARS L__ _- -� FOOTERS (ALQNG THE WALLS r �-- �.,� �__— _-- I ; �— SET ON 8"x 16" CONC. FOOTING FOOTERS W/ 5-#5 BARS FAWAY L _. .r J __ _� i 70' 0" �L— -- y irA I. C�055 5�CfloN fM 10, x 160, N,126 A LU I __ _ _ ___ 5W 1/411 I 1 -011 ,2- J • r. i _ _._ _. ✓ / ter...._. - r V ILI UJ n nTE ' U.. 7L._,_._ _ h s t, NUM ice" ' VARROOK tn'� t C,,c7a�t-T-. ,.�:;>�=•'t" _:T� +�'�"i" _.. M ? . f O 1 7 � 1 tit f',r1 4 � �� � CD t R1 V J Y f. ! `�NbVAI<InT �Nv` 1LJ _ cam"' LLJ r. pull COLUMN RZQUIRlMa.NTS: P95-95 !•y • 50 K21 Lisa Row A Row 8 Row a.2 Row C Row D Row D. Row L Row ! Row 'T.1 Ftvw Cm - ----------------------- ------ -- - __ o 1 W8x418 W8x48 W8x31 W8x40 2 W8x31 W8x58 W8x31 WGX40 i v� f 3 W8x31 N8x5e NBx31 N8x40 - 0 4.1 ca w W8x31 N8x58 W8x31 N8x40 I Y W6x15 W6x15 U 5 W6x20 WBX67 WSX67 W8x31 W8x48 W6x15 _ _ _-.--. _ -. _ I i i mid-pt W6x20 I .- ! p 0 rJ 6 W6x2o W6x20 NBxae WBX58 W9x31 Wg x 4b �' _— {- 6.1 W6x15 I 7 Nex31 NBx67 W8x31 wb ,+fo - 'h1.`� ^P �. f ilJc� 43j, -;t,, _ i i LJ .' }~Ih T f t�#� Al.lr f t) ' �1�c 11 f� I✓ F ,TV, tU� t rl' I 8 W8x31 W8x67 W8x31 y,l�; K �Tl' t�!(w ?rC i:—�'3"�'� %Jy �O 1 9 W8x31 N8x67 N8x31 ALi— tPaC�f/ {: ,F,: « . :j, '�`G R: \ '.° ! r!'1 �_ { Ir "1. I 1 Pi e ti L 1' u , III i } G' x � i ��rah5� 40 1 i x / ss , ;! 10 WBxae NBx48 W8x31 W 1 _, ! t �'i�`� A;>`C> �� � 17 -rH �,� f t: a F I , . l COLUMN SAM PLATE REQUIREMENTS; P95-95 Iry 36 Ks I y I W Y ( Column Saaa Plata Size• I Anchor Bolts �sssass::sssasaaasssspwassssssassssasamssasaasassssssa W6x15 8"x 5/8"x 0'8" I 2 as 3/4" dia. x� I W6x20 I x B" embedro cop Ti — f W8x31 10"x 7/8" 0'10" I 2 as 3/a" die.x 8^ ambld � f7�1:y]F-d h F,S — rV81! f'fft't7i F '-jP fit;xED i�1v E,a,..,r�E>..,I W6xa0 12"x 1-1/B"x 1'0" ( 2 as 3/a" dia. 1 R y �,��° �y /� + h�U -�P�s '`� P, %'�E. it ` j rnI NBxaB w C ' �J401 'Ui��'`_t i� ,. (�c1 1N J-T I x B Embed 6g :'1¢`t1� C��{�{Nr=#� 51C . = fit_. i t� MF, ' w r, g risI Wex58 12"x 1-3/8"x 1'0" I 2 as ' 1" die. ! i s7U1 AH lr����t ' Z� ;i Ibi• i.�i7 � \ � � � W V (4 j e: M � x `WZ4xa1 N8x67x 12" Embed � . _ - - _ _ _ . WaC� a �w Z -�° r UJ 0-L •r 8 WSF- pC)r r{ 2 a' UZ l� W0?Ir7Ed t AP FA .TE.'f � - !U tE�`. � .�<,,r� _ _ _ , f .FW4 le `c,"i a( e; �ti r rw EV 5} �� S . �i - _..._ � ._.. - -�iC E LAP 0-4 ' _........_..�. _ ._�.,.., .. " ! ,. _, _..__. � ^ - U 41 IC:._ �!'�AM Cl ' `'TC cT �L '' � 0 01 V �.. _. ,. __.____.. _..._..,._.._.. .____�. ...1 _ --------- - w,v, "�•�+V�a.a� R'. 3'� i� �1� MA- !"' � t f � 1 j f ; � '`• I { I ' i : i�+ `. /1� � y { i � � � � � { I / � I 44 dd 3 r1 f , y, } ! t + I ! 7 , _ a —r— — • -- — ---- ��� i } Z tJr pra1�. Z 1— _ i ii I { 1 f f 1 t 1 It ( ( , ' , ( ! ( ' I 1 -� 'tip• 5 j 1� ._---._I W IZ� L 2 � ;=- _o-- - `--- _ I 1 .� — ! S3 1 fT I { I I ! I { .M� � � -- I �� - - _ ..,wr _._ __ _ _ _ -- 1 _ I � car � � � • �.t? .�F't1v� �� f O x SWAM } AI x , , Lo! � 2d.�11 19t•�w ! 9N '�I 9u ,�� �� I I � �,�,., e ib ! mix I4t'' �F1c � 1 BoaCNLIN6OF - (� T. YARN JM ,,,, 70 x 160 RETAIL BUILDING Z Uj _ .;:. �. : - - _i °° ' •�.... ,'£� n.,.,..-6.-, ^.:. _.. .. .., .. ems.. _. .• c '. :_ .r ,_ ,. � ,. . �x _"..- .t._. .. .: . ro•;vn.�., ,;.3�:'_ � ..,e�`_ ..�.. _._,... ..,.r.._'�°: , ... .,:.., ,.�. ri,�`,�. ..... _�'r,. _-.r-.. �, ,r_„i.c._ .�r!t �w . t � 7 I , i A�(-G4s �+fEC GP1F. t 4.4 ti i-'� E ., THt` _T i �7 1 � 1 6 _'1_ ! ,, + ►` — ` ,,� . ;"�!rX_•n�. ;t_, j�C,�C ;< ' 1N tni � r� !� 7 _. ' t _= � �f a .c 1 , ('• c� ' 2 LLJ Y F�`t'-�.•c''vi � �. 1 �� ��/ � / � � .� � iat�G'�!� E� •T�4}� �' ;�� �,�. — �k�x R�i a?7„ r�+d`r,f<t .#..:`�.'JT.I' P1G"'j�,� W� , _.__ c� � LLI _...,_ � � - ty•'�IV`jL �}'� � �p2� +� .�7iij��1 � j �... V r ..* __mac.. ._....._... ,._...... I z�. N in ! cc + i4l j�_..�._ _ -- -__•.____..____-_ _._�..� ale.-_._...__ � _ ___ .—._.._.�__,._____-.,_._._.•.__.._____._.-.,�,�. ----__ M_._�. __,....._..._.,._____ �,,,. _._._. __._,_..�_ - -�� � t° i1° I Qv . _ f a O "m ` J � 4ZZ<OWz~z DIV y `. muHot LAJ ZL z r, !..! w LL- ---r LO m t7 o w I , O oui00zo~ Xzw t C) zwc. ZOL} wa0 I : V v C�1 f AT _ - V 4 CO d '- •r-+ 03 a j � F. -- Xf i DC AV , — , •u I , � � � � I � � is � � � ► �—� � � � ' t , , i t i --- - _ .r i _ , i • I I : { , I t �} , k ! .�d-. .._ __ .,__.. } � � '� �.) i� ,'t, � l'�/�'f 'y� • �i, r, _ .,...� ��.r+ L.lP, �-ti-� ✓'�- ° � t t�•-emu. ,_ (� ` 1 �. , 7 , , I I y. , t i y ,t } t ,y L "�C =� � '�}{�, ,.y.^-,M E. 'r" r j" I -' , +, � ` I ' � �•i �` i , I t i ( i "- � , ° t t 11 _f •C-., C ! SU :, ��.r`^'�i 1 .. ,� � i � { f!: ..-., ', 5 �'t�s 1� i}�11 I ;°.. � , �- M� � { �...� a.: � 1`.C.< t �� � ••�.F�,r � "'� . i �� � � � ,. f 1 22 C l Ik _ t d + Nk to ��../ .7 ' N P }L i ► } ." t"� �'! i.. 'gp"E�f:W4 ZT4!f =� is_ +:� • 5 `�•�' i � + � -- - --- _ , , 11; ° t - L AJ t t�l Z Q 1J M I + 4 ...-_ _ ...._....._...a__„-.....,,.._._..««-. ._.-—.-o.,,r-+-._.._ _.,..,.,,r.,_„_..,�..---s.,..�....--._._,._ _ ._...-'""'.__ .-_--_..,-.z*nmsa-_.......�.,.i..c--•-cxarr.s.. -, .-.,....._..-,..,._ -. _ -_.- tw-..,.-_.-.. .m...-.o..... r - .+.,.,�._:-.,e..»...«._,..-...-. .a.�-.w....a.. '�._ � � .__ .__. w.....__...._.:,.- 1 .. , j ` 0 Q U , -- Z °L 8 X - ti oC 0 U. Cc- GOOF FMIN6 PLAN LIM , . 7 0 ' x 1 6 0 ' RETAIL BUILDINGs`' t3tt' ``� 2 : ' 1 . Foundation Anchorage - Anchor Bolts: 1/2" dia. spaced 4' 0" o.c. 2. Re-bar - Grade 60 ASTM A615, clean and free from heavy rust. - Minimum bar lap distance: 24" for #5 unless noted. LJ Sidew alk Slabs to have Grade 60 6x6 - 8x8 WNid or Fiber- T mesh I (1-1/2 lb/cyd) for temperature and shrinkage. Z < Y i C� yl� (/� Q W 3. Concrete - Footings and Pads - Minimum f'c = 2,500 PSI. - Walls, Columns and Pedestals - Minimum f'c 3,000 PSI. I I r - Strip wall forms no sooner than 24 hours. - Strip column forms no sooner than 36 hours, Type 1A 5-7% air entrained cement. I Steel Bar coverage as shown, per ACI. Maximum aggregate size - - Slump Range 2-51' . �✓ 2 4 'J V)k - - Formed in place footers are allowed. Prior to t s ui footer placement wet soil with water BUT no footers shall be placed in water. i 4 . Foundation design asaumea soil is a coarse gravel-sand mixture with some cobbles in a medium state. Should poor in-situ mater- ial be encountered a more detailed analysis is required. t }I Design Allowable Bearing = 3,000 lb/sq ft 5. Fill (Backfill) To consist of clean, compactable material ex- ! t sand subbase. on excavation of a _ tending into in-situ gravelly UA foundation holes all base and fills to be mechanically compacted with roller or plate compactors prior to placing formed in place In the absence of special test- r a footers or floor slab struct ures.. cn 3 Q z 0rr LO ing fills to be built-up and compacted in uniform lifts not to exceed 9" as measured before compaction. Apply to each layer a a o ,z x W c, r � a SE I'd minimum of four (4) coverages with either a vibratory or rubber , tired roller. � z �aC� Wp_ (, ZUjV) 1-- T L W !- W V) 7e � cn CL TECHNICAL SPECIFICATIONS - Structural steel: P95-95 � C� - I ! (J ZCY 'JZC)LL 3W < 0 1. Steel beams: ASTM tirade A36 as shown. Fastening surfaces to be free of defects and have no more than clean, mill scale. 2. Steel colunns: ASTM (trade A50 as shown. Fastening surfaces to j be free of defects and have no more than clean, mill scale. I 3. Plates - Bearing: - ASTM Grade 36 sized as shown. Provide welded i attachment to all beams and columns. v Column anchor bolts to be 3/4" or 1" dia. as V1 � listed with miniasas of 8" embedeant. _ s sleepers: 2"x 611z RL bolted to top flange. Use 1/2" die. bolts staggered each side every 2' 0" o.c. N ca 4. All shop connections shall be welded. Field connections to be or welded as noted: ' bolted U O �� Bolts: 3/4" dia. A-325 in 13/16■' dia. holes. Torque by © cl 'Turn-of-the-Rut' method': Install hardened washer under element to be ti -, �+ a and SNUG all bolts tight with a � r torqued up -■r'■'1 � �q (hand) spud wrench. 4) - Mark beam web with reference mark next to torqued olemnnt. COLUMN REQUIREMENTS: P95-95 - TORQUE turning element 1/3-1/2 beyond mark. � /� `�' /' �'] �I • Welds: E70XX electrodes used in prequalified joints. Sheets A9 6 A17 ey 50 KSI �� � l` ! AN� Ii'ti•�' K { L E.NP - Size and length of welds, stiffners, seats and backers shown :in joint designations. Line Row A Row B Row 8.2 Row C Row D Row D. 1 Row E Row F Row F.1 Row G ,r b .-•-----------------_-_______�-_.,_____._______»__-__-.._. 1 Story Roof Frames: A9 80'x 140' Offlce ] Story Roof Frames, A18 701x t60' Retail- FINAL connection details and asssublies to e ___-__.._....__________________._..______________ coordinated and determined between the fabri- 1 W8x48 W8x48 W8x31 W8x40 M(max) R(max) M(max) R(max) cator and designers. 2 W8x31 W8x58 W8x31 W8x40 Beam Location I Span Size Ft-Kips Kips Beam Location I Span .Size Ft-Kips Kips E.L.E.dAT100 5. All copes, blocks and cuts shall be shaped and notch free. Min- 3 WQx31 wax58 W8x31 W8x40 i imam radius to be 1/2". Where possible provide 1/2" clearances 4 W8z31 W8x58 W8z31 W8x40 B.2-D 3 6.0 1 26 W16x31 80.0 16.0 Ge '�•C'pJ B-C I 0 1 23 W12x26 24 .0 6 0 �s'ij,np for all cut-ins and copes. 4.1 W6xl5 W6x15 bm 55 1 b1°' 25 I C-D-E; 1 0 i 23 W16x31 70.0 17.0 6• Paint one shop coat and touch up in the field all steel work with 5 W6z20 WSz67 W8x67 W8x33 W8x48 W6xl5 D.1--F 6 0 1 26 W1ex40 98 0 21.0 FD�. 7io1 * one coat of red metal enamel prinwar. mid-pt W6x20 bm 55 I bm 4n 1 6 W6z20 W6z26 WBx48 "x58 W8z31 W8x48 F-G 6,0 1 26 W18x40 98.0 21.0 Y C-D-E 2.0 1 23 W18x50 154.0 37.0 (pLt.Cj(y'f 1 W6xl5 bm 55 1 bm HO I 6.1 W8z31 wez67 W8x31 W8x40 D.1-F-G 7.0, ( 26 W18x55 176 0 38.0 O 5�l I B-C :3.0 1 23 W12x26 31.0 7.0 'p�j• 190 bm 25 1 8 W8x31 W8x67 W8x31 W8z40 bm 100 1 B.2-•D.1 8.0 1 26 W12x26 47 0 9.0 �0�7• QC' C-D--E 3.0 i 2 w 3 W18x50 155.0 37.0 (ps�-,CJI�' � `. g W8z31 W8x67 W8z31 W8z40 ' bm 25 I I bm 80 1 PEDESTAL b r0OTER REQUIREMENTS: 70-95 10 W8x48 W8x48 W8x31 W8x40 i C-D-E 4 0 1 23 W18x50 156.0 38.0 p�,��t D.1-F-G 8.0 1 26 W18x55 176.0 38.0 (•D g� t 1 bm 55 i bm SO ! Sheets A4 All 3b(allow) = 3,000 lb/sq ft D.1--F-G 9.0 1 26 W18x55 176.0 38.0 (p�• SCo' i B-C 50 1 23 W16x3l 76 0 18 0 bm 40 1 r1c = 3,000 PSI bm 100 1 ! B.2--D.1 10:0 1 26 W12x26 2t, 0 6.0 (p>.�Q C-D E 5 0 1 23 Wiex46 13" .0 33 0 b bm 80 ; m 25 1 J • Ala Code Description Pedestal Reinforcement -----__--_. D.1-F-G 10 0 I 26 W16x31 78 0 17.0 (0?+• � --I -__-------------------- --.____ ' N � _J„J Key Pier Locations Size Requirements bm 35 1 B 1.0-2.0-3.0- { 40 W].Bx60 194 0 28.0 Glb, 00' ------------------ ----------------------------------------- 1 4.0-5.0 I ** P 5-6 Atrium Columns 10"x 14" 1211x 41611 w/ 4-#5 bars XW ----------------I -- -._-__---_______-- -- _ bm 100 1 -- P Ends End Wall Columns 10"x 14" 12"x 4'6" w/ 4-#5 bars Elf B.2 6.0-7.0 1 35 W18x55 175.0 28.0 ri G� C 1.0-2 0-3.0- 1 40 W18x50 122.0 20.0 u... P B Arcade Columns 10"x 14" 12"x 4'6" w/ 4-#5 bars Ew j {f �/�(�, AL =F ►�i t�-- ��' I \i �(�!V� bm 100 ! `* 4.0-5.0 I *` ( J -_ __ ----_-- ---___. B.2 7.0-8.0- I 35 W18x55 175,0 20.0 3,Ott ° bm 85 I j P 8.2 Arcade Columns 10"x 14" 12"x 4'6" w/ 4-#5 bars ER 1 .0-2.0 3.0- 1 40 W3.8x35 60 0 20.0 . 00 1.0 L.p 0► P Rear Rear Wall Columns 10"x 14" 12"x 4'6" w/ 4-#5 bars EW P Corn Outside Corner Columns 10"x 10" 12"x 3'0" w/ 3-#5 bars EW bm 100 i { ** D.1 6.0-7.0- 1 35 W18x40 113.0 20.o o�, �I'.° 4-0-5 bm 35 ( - � x•+?-�t - � � P Int Interior Columns 14"x 14" 12"x 5'6" w/ 5-#5 bars EW Typical shop welded/field bolted or welded steel frame connections. See 8.0-9.0-10.0 1 `* specifications for specific end peas shears and portal frase soeents by bm 60 1 .J \+/ m Note Provide 4 #5 Vertical Shear Dowels from Footers into Pedestals location. Shop drawings to Include all bolting or welding rtqu>reents. G 6.0-7.0-e.0 1 35 W18x35 46 0 7.0 Leq.,�l i x� install w/ mill crown' up Roll beam to -- There are no C05• notches or holes allowed for eechanical or electrical --9.0 1 ** verify straightness, prepare wl bows up trades. The structural steel plans govtrn over other plans. G 9.0-10.0 1 35 W16x31 33 0 6.0 Ci?j•OOl Desired camber is 1/4" for 35' spans bm 35 1 ** Desired camber is 3/8 for 40' spans COLUMN BASE PLATE REQUIRT20 1TS: P95-95 A-B-B-2 6.0 1 20 W12x22 29 0 7.0 61. 001 1 bm 20 1 a - 2.O-��� � L.V•L. Cal• Ot7 Sheets A9 i A17 Fy = 36 KSI s A-B 5.O 1 14 W12x22 6.0 (P 1,00 4 q ' ICZ E-F.1 5.0 1 5 W12x22 6.0 co.M 7` EN��� + 1 ���-Co.(? i __ sv IZ r �d _ - �p(•�rjl �"' A 5,0-*-6.0 I 13 W12x14 5.0 6.0 (101 ,00 I•1 •1F� Column Base Plate Sizes ( Anchor Bolts v , extensions 1 w6z15 8"x 5/81,x 018" 1 2 ea 3/4" dia. f W6x20 I x 8" embed ( _: ------- L. (.. \L b•1 ��1•l.D-B.C�-9.c - to.� ' GI•oo' 'k- 41- i -------'�• ! �� � - V. W8x.31 10"x 7/8" 0110` 1 2. ea 3/4" dia. I h � '� �' cps � � V ► z 8 seabed ° W6x40 12"x 1-1/8"x V 1 2 ea 3/4" dia. Y� I 0� yr W8x48 i x 8" embed )ILA- G `, C it 'E ;',s\ ( -_ I i IV 0 ' W8x58 12 x 1-3/8 'x 11011 I 2 ea 1 ' die. � :L-JL�� '•l W8z67 ( x 12" embed �'•C1'l{t�:<] �i��i I I Z w o V)