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HomeMy WebLinkAbout2273-10I. the fia.er.l Climb "to o< msrifI all MINIMUM aad oaaditi.r at tan Jr sits a d SM" beresponsible r oasnglmatloa all Mut ads -%I Pais ftcfladfs�p flan rate d IV sutasfu tracten. Ila shall setify 00 Architect of MW 41iN or /sosasistancio prior se Named! N OW OWL L Mears • item is MMtied 1/ a tisk asoma go wffft Ow anew/ e0iftlsar shall Its Implied "less specifically saws/ ofslarrin. drl.fs at 11..0. 1111..a d at da 1N...MM.e. *Aot M. G. •l.wti.... 1ndleMas ./watwh at leaatlon ober. dant •. Eaoopt whsra sons strisiaat rs�rlrmeats aro sated se diem ft urians or specifiatien e all Abases of Mart steall ooaf�eot ti the ofsi■n sued"& of an pelt. ant Window L lutes and OWU • s1n=Wd/ **ftp doU tale pmefte s awn Wwo soon Md "fto details. I. Wwsbwernis ca $s== issfet"n lled fhr ft dress @bees mesh tnepaeti= snail r perve"M Or a Registered p., lsepecbw approved h, Ift Gem sion al AurfoMetNa ia..l.od. 0• Rehr to secMsical and electrical plass far sins and letaties of holes ft More ad "ails is adritiem be these der •the structural dr+srl Also verify with masufactunsr•s rsessa,andatiws. Astifj the ArslNtect s1 a� Itssrepsasiea. L See mecomical, electrf 1 and esaet $bin r•s dr wleps der alae. le Stn sad ander heft rewi resents fuer all mWee bases. T% antrector, gig" $ ft% toglobw Magda f mw bolt locations fuer all so ipnomt regoiriap a Mi@ opo. 10. Ref" t* architectural pleas Ar sine loestioa of all dear and wkd■n $pages, ljniwM of all nae -Marion psrtitiass, concrete curbs, flow and nM slopes, drains eiovethN, location and datai3s of all stairways. sfsallanenuo hasrrai)$, ladders, hangars6 gratin", 1pcatlas of all faserts, greso"i, clip$ and trends, lecatios and deW is for staaaf ianeera week issladlisg_ mils$ swbi6 driosm se tressle and ffslab radlq. . FOLUMTI ORi I. Foundation design is based oa a few4sties isrestipsties u performed Or C.M.A.. lea Roper% i 96ii6_3 flied awe Ii.MMi :. Footings have bass designed fur an alleweite sol boeriap phew s of ilii • 3. All footings shall be placed is undisturbed native nil or approved cnWtsd fill and losetod at least its jeelew the larast adjaoaat fudsb Fads. i. Re bactfi i l shall be placed against rstsi" wells wMI dashes stresgt'h tan iwsn atta l without prior approval of the Architect or his rapresestative. In the case of restrained to is provide bracing until to displem or r+oaM+siokie slemealls we to place sed effisetisa. �1MORCIIIt STEft , 1. All rainforciag stwl shell NInds "bleb shell eemfree to the stondawd speci f i cat i ons of ASM AGIS Grade is K bans or mi %% sed ties. Grad! N M K bars ear larger. , 2. low hydrogen Maldt+lll rads shill in no fur alt M"" is rslafrre Mara. 3. Reinforcing steel shall be spliced with a simian lap of A 600' Off="" ft meesry and 0 lir diameter$ in concrete, except wham shwwwmeted oth"W$o. s. Electric welder wire an% dell eonfsrm ft Ail• A -ML iiia shall to x ORION on 000=i S. Oowals shall be provided at eminueti.n jurats " a#sll be the a on sad apaefs, as detailed or /3 g Ir o.c:: 3•4r leap (simian). •• 4inforcisg $teel tt have the felleuftg 01misas cavort A. Cement$ ages"t earth (mea ftssmd)6 r g. Concrete apinst earth (Former or trMled)•••••--•--•--_r - C C. wells ---- - -------------- I• g. Sla►s-em-guars----»--••»•»»---• —at •encs► of slab E. Centrale flew slab (formed ire 1. The simian ultimate compressive strangth of all concrete unless noted otheMse Mall M 300 psi at 211 days. Design of minas shall be by as approved testing laboratory. L All emi stn of the sled ped dnl4p stemeoft shill Use suUmrsos lamputln by a registered gni ldimg lospectsr. L All cemcrrld wort shall M regular w I04 =has meted otbsrnlsr. •. Casemt shall cooterm to the ASM CIWYIa. Type 11 and "Pop" ASM C30-714. f►. tecatiat of Constructionw oostref join". M alprrwr 1x w sbrreNrsi Imams► fft o . shows specificity en an ~NW f►. Sae tlePI Icai and/or Electrical Wevisps fur leNA%m of sleeves or holes trough will and floors. 8 7. Al 1- relaffectag stool. dMlS sad saalw hafts sad ~ IOW% shall hs maty aaaunad ba position prior to plocisp of concrete. L Refer to Architectural drsrimps flex wins. $news, orm mntae clips. or grand rmiluired r he cast is "=i s%, and slab dorms $m. . 1 1. All lusher doll cosfsrm t• 111.11.C. li-I-M and S.I.C. 25 -i -M. I. All and structural members shall M I.F. Rte. I per 1M fele iii (bot hortanstel and vertieal)e $mama. all strmctorai sinown sisal a @no nriad par Mau on M& . A. 'Sisgle' Bondi Stress I'm F.S.I. i. Tension parallel to Graft Ilow-F.S.I. C. Compressism parallel to firms 1.250 F.S.I. p. Compression porlimadicylar tan reds us F.S.I. E. Narisemtal Shoes fK F.M. 3►. Values oeheMso shwa, all sill plates dell be amebered witb W a W richer belts embedded a mieiows of 7• is cm. and spend at a sesames of i• -V 0.4. and a Gamier of fb f0ss as an4 of sills and carvers with a minis"■ of -2 per piece. i. All left Meds and sols bewMp as used shall beam washers. All belt Who ft used shall he drilled I/No " I/W 1/aaster larrar thea the $soleal belt diameter. , L Railing Mall comform to Table !SF of the IlM V.S.C. Connect/ono shww ars aimiaum pormissNie. All sails shall be osmoan wins mails aslens odw-- so rants/. leers possible, sails driven pedial gnis shall M caned tasted M merreselltonsils. Pre -drill ors and resell should sw,l pros y &I fit• for red ar Lal i weir . . iwlf: iii- (brtb horns wta� MM • V4W ical ) WA Ut, Straw P. S. I. •1, Tvstat m t!!i l.S.i: .- `� F&;IC f i t fl `ci - f'�z 1'1E� AHLPik it4F G_TFe�TIJP L. 4_-771�� 11906. \ — fI� � Vts�fi�� • \ ++ N � 1 60w* 13 TO �- O 3 , z --- •---- - IL CSD' ftj r a1,�s Y�,1 � , z 4 -- 1O�� - •- - _ .. L GOaIT, i I CONC. WALL -TYPE B NOTA T� ft -lo. WOOV #0M Ms* -0 �► CAIN'Att�'p G1�?�N• Ir Is •Tt't � flan i ate. It . ,fiPT#t4p -7 45 ISO 46 IS ASSEMBLY � 8 �,CAISSONSte: , :,-o� MOM pD , Mr4.A l v pt*4 rA4UA1A_ ` 1—j — � ��� IVAA Jam' . j*'#M.0. -_� s _ _4 6V�46• 40L. -mo0. 1k"r 31cslr2 G, _ - 2, -?`%14 4SOM - Tor IW" 6r ' 1 PLAN r ' 19' - J o #2- *4 T. ;000 a IMP Q1 _Y� —-- - ONC. COLUMN ON CONC. WA i ALL �K' WI ��dwVVLM 9WVT. TOS 3`� i�As SHOWN Pb Grp•TIV ravMO i=Y4 r ,�I�vvaT r. t � AU.. REoWoOD �.oUbH GRAVEL BED Udiva Ladies 01lie Rad ius W � Im Mt ft 10 r: ~0if w OV114kf� fid • Reow�i 110" WM w• off"MAe �tr'FW r ,fir OMMdd MMCM RAMP- xc4 *#"f Mnis►r abT ouw,* Of U• � �W N � t � �'!'�t-t. �o� SA i�SE5 VINE SUPPORT The Centroctar ahall Imr� 6„ ky bid an aW alternate price fer prwNimg and installing the following sign IftW". 1.R 12 ga. boa section brass !i• highSonif Gothic. ail caw l Ur bbleb with mounting pica. Include in bid as a -- t for Nletters with add and deduct pries for imdlvidiel•letters. Submit to the Landscape Areblytp a finished letter sample fur shwa rel of letter size. style and finish prior to fabrication. Submit shop drawingse�fabrication details. wct letter placement and s►acisg for appowe0by the Landscape Archlu t prier to construction of sip wells sadletter fabrication Letters an awita�213-53)- 41 Msstlates. ssWor ogwl as apprwet irron Landscape Architect. UJ o F—ti. 4WXI'r dr�ma•-04 &0MPV114P4 0 a- o Z10 1-`0 Zap I 'tMal / f. �' •� �, � � � `°�`D� mssit 1100 ss kgp* 50+4P 40 1 AM IrA f (a/ANAWnwqwJnL Ori -fie arfieriR tf WII• OFAt. ON�•. 0 d•W* Opp Ar W � Im Mt ft 10 r: ~0if w OV114kf� fid • Reow�i 110" WM w• off"MAe �tr'FW r ,fir OMMdd MMCM RAMP- xc4 *#"f Mnis►r abT ouw,* Of U• � �W N � t � �'!'�t-t. �o� SA i�SE5 VINE SUPPORT The Centroctar ahall Imr� 6„ ky bid an aW alternate price fer prwNimg and installing the following sign IftW". 1.R 12 ga. boa section brass !i• highSonif Gothic. ail caw l Ur bbleb with mounting pica. Include in bid as a -- t for Nletters with add and deduct pries for imdlvidiel•letters. Submit to the Landscape Areblytp a finished letter sample fur shwa rel of letter size. style and finish prior to fabrication. Submit shop drawingse�fabrication details. wct letter placement and s►acisg for appowe0by the Landscape Archlu t prier to construction of sip wells sadletter fabrication Letters an awita�213-53)- 41 Msstlates. ssWor ogwl as apprwet irron Landscape Architect. UJ o F—ti. 4WXI'r dr�ma•-04 &0MPV114P4 0 a- o Z10 1-`0 Zap I 'tMal / f. �' •� �, � � � `°�`D� mssit 1100 ss kgp* 50+4P 40 1 AM IrA f (a/ANAWnwqwJnL ONS.-��LUMN�TO.ONS.-��LUMN�TO. FU, G POLE V Q W W Z Z W PRW f Z amp- 9 0 VOW aW. _c�_ � W O COS b0f,,440. c. Z 7�4as. urli O NTRY SIGN VIN F.D6 I NO —q R4P. GONGRETY- SOCK (FIAT SiPS / LAWN , h�� �� A�s �A�. c ONLaF-TO c 01PUM N Z 0 IL MAi • wslwliI•aasl,w�• W " VLMM. P.• •op d.) i ttt1U M >r13d 10. *S -TI C2 ©.e. vias Nota b.ltticaMl ft•s1!' GSNW XV14MAM talrMit�� S W - c � a'D 11tt�t 1b io � O PV l a� dtlo -L ai;••j w. r V ONS.-��LUMN�TO.ONS.-��LUMN�TO. FU, G POLE V Q W W Z Z W PRW f Z amp- 9 0 VOW aW. _c�_ � W O COS b0f,,440. c. Z 7�4as. urli O NTRY SIGN VIN F.D6 I NO —q R4P. GONGRETY- SOCK (FIAT SiPS / LAWN , h�� �� A�s �A�. c ONLaF-TO c 01PUM N Z 0 • W " r S W ,., ' � O ' V 0 i Ln }e z 002 I& ZI CONTRACTOR TO 5U9MIT OF CONCRETE � A Q « � L12GlN6 TO I.ANDSGAPE ARCHITECT FOR APPROYA6% :� t 32 VINE POCKET AT ARBOR C LUMN � � - Q3. . MMNMMM� Z W