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12435 SW 121ST AVENUE-1 1 I lg •�— 1 W wZ L l� 09. 1 0 E L- �.�`T~lo a �. cV00 _ N X9 . . .. � _" Zr,—�`��/� T=1 —T�1: � O 01 dv of LO _ ,� a if Z . . . . . . . . . . . . . . • . • . • : • : • . . N LLJ . ��'�-•� •� V. 1� � � � : � �1 1 Tom-• 0 � w/(�,�Z r�a--� I I � C� . . . . . . . . . . . . . . . . . . . Z . . . . . . . . . . . . . . . . `1 } 1 w��--(-- �N 2,f �1' 1!�' 3�d1 I� " I_ I 1, 1 I1 I_ 1 1I , , 1 ,r , r, „ , CL Ln All op 10- OJ LLJ v - O Ln -� 1i1 • b Z'�I f� I _ O 11 Jo ddr ss.1 .4..� N --- ---- • ��_ oEAERAL fO�wf1Af10N CONCRETE 5. Membrane curing ormVour4, hall providad on ell horizon+el slob +� ~ f PrOvlde en Inserin calculaflons for I. General. surfaces• The curing compound shell conform to ASTM C)09, end shell be systems. 9 q prnmenufectured truss/roof lemming A. Forton +hlckr�esses shown -,n 1Jei ifrn•tncs are minimums. 1. Concrete construction shell conform to "Specification for Struc+ural applied In accordance with +he menufecturer's y J t:oncrete for Bulldin s" (ACI Wit. compound shell he net fin Instruction. The B. The Contractor shall be responslble for support of ell +e^K,orery 9 applied Immedle+ely after !enol finishing. embankmaots end ewceve+lons. A. Concrete shall have minimum 20-day }laid c,rred ccmpresslve strenq+h of 2. verify locations of a+itlty core ncf Ions. 2,500 psl (/'c•2,500 pall. b. Incept where riff+el led on the structural trawl ngs, relnforcvwnnne shall nit H. Alr entrelned concrete (11+1% air) shall be used for ell concro+R be displaced or cut,to provide clearance for Do" re+lons, Inserts, or �• Mschenlcel end electrical urine s 2. Flack I exposnd, In +he finished work, when treating + + res ml hf embadmonfs. fA� separate permlls. A. Heckrlll shall ha plecnd In h-Inci� maximum Illts end anrepecfed to e q ampere u t '••� I —T—EE, ��/ _ minlmum denslfy of 959 (under slabs-on-9 adel and 901 (elsewhere) of apply' 1. the cMsl n, feurlcetlon, Ins+ellaflon, ar�A rfw,r+vel .o} crate �onn■ork Is /. The Contractor satlI b end Urn■Inga Indicate the finished structure• the maximum density of optimum moisture con`1c+ as determined by AASHTO C. Admlxfieres mntnlning chloride salts shell not he used, q Q.0,0,) � 11 1 �r Coh+r eclor shell tore rnapons lb In 1nr etre truct ion meethoQ�, procedures, enrf • cohdl+lons (Includlny sefetyl, -wept as spaclflcally Indlcetad sfherwlsn Standard T99, solely the responsibility of the Contractor. v In +he contract do,uments. B. Back1111 shell cnnslat of non-expnnslve, free-drelnlnq, preAcvnlner,tly Concrete sAell be o} "Ready-Mixed Concrete" end shell conform h, �;iM C94. B. Anchor bolts cast In concrete shell conform to ASTM AJOT. granular materials, free o/ debris and organic material. A. A+ +Icon of placemen', concrete shell hevR a slump of 1" maximum (pnr 1. Cohs+r,uctlon loads shalI not overload fhee strurure nor shalI they he In (� ASM 0115). NOLO STEEL REIWORCENENT FOR CONCRETE AND NASONNT exress nl Mn cfnal)n Inadings. S. Footings H. All concrete shell he thorough) consolidated Aurin pinc"mfnt uslnc n + A. Footings ern sited for w maximum total Ined hearing pressure of 2,000 M q 1 mechanical vlbra+or. • � h. the Confrector shell verify all me+Rrlals, dimensions, and conditions psi. a I. Mild steel reinforcement for concrete and masonry c-unsfruc+lon shall M shown On the striKfurel Ar nwings rw noted In the structural B. FOO+Inq shall Be placer, e' n 1Apth to conform to local codes. 1, Concrete when pieced shell have a t menulacrurered, detailed, fabricated, end laced In ac CCYdence wl+n thR spool/lca+lons. C. The final 1" of ewcevetion shell be removed by hand fool operations ewyereture between 50 A"gr.aes r. end In "BultAln P degrees F. The +m"retur" of concrete during mixing or trenspor+loe g Code Requirements for Re Concrete" IACI116) end +he In order to assure undtslurbnd bearing surteces• shell never be lower fhen /0 degrees E. nor higher then 90 degrees F. "Manual of Standard Prec+lce for Detailing Reinforced Conc'nte T. The Contractor shell rigidly adhere to all Ines, codes, and ordinances 0• Foczfings shell be founded on firm, undisturbed, naflve, free (training A. During cold weather (Ambler+ f Structures"1AC17111 • , which apply M thls •ork. soils. Condltlons found to he otherwlse shell be report.+d to the g temperature M tow 10 ckagrrees F.1 the Contractor shell maintain the concrete at a minlmum fe end shell tee dAformad steel Hers conforming M ASTM M11, Grade 10. Ohe be days al 50 A. Ties, stirrups, end hooks shell conform to ASTM A611, Grade 40. E. the bey+hen surface of lnpflAs shell not slope more fhen 1.0 vertical degrees a for 1 days and above 12 degrees F. for 11 days lollorlrf B. Reinforcement shell roof be beef In the field unless all of +he R. All manufactured ave+erlels, cornrx,Mnts, fnstnners, assemblies, nfc•, +n tO.O horizontal, e.cRpf ns shown otherwise on ttro drawings. Its placement. following prvwlslons ��ee net: shall ter handled end Installed in eccortance wl+h the manufacturer's F. No owcevailon shell he mode In■er end closer to any footingg+hen 1.0 fl• During hot weather (ambient +aero"prefure shown 90 rlegreea F.) the 1. the bars at," of alto 16 aid smAll"r. Insfrucflons and provlSir) % of appI cabin IC I10 Research Recommendations. Contractor shell follow the rocommendaflons for Nit *leather ov,crn•Inq vertical and 1.0 horizontal, sweep as shorn on the drawinga. as descrlbeA In ACI 105 as required M minimize f 2. ASTM A615, Grade 40 bars re prnvldnd. G. At ground over which fro+lnys end slats-on-grade ere M bn pieced p emperature end 9. the Contractor shall Inveatiga+rr the situ dustru clres such and nar+hwork shell be free of er enslve or shrinkage crocking of +he concrete. 2. Welded wire fabric shell conform to ASTM A185. opera/loaf for filled ewceveflw a 71 buried structures surh es cars P comprssslble debris end organic pools, cisterns, foundations, etc. aeeterlel. /. nnrratn shell he amve ed and da 1?'4% SW 1 "I ST AVENUEH. No footing end sleh-nn-gredn r.oncretn •:hall torr placed on muddy rr posited In ecmrAencve •t eh ern I OF frozen ground. Sub-grads for slabs-on-grain shall be damp et these of rc. recommsne+lons of ACI 6 1. r,-rre+e n l nee #,+. I I I�' a S I III III I I I I I I I 1 'T rTf� I I I J THIS DOCUMENT I., LESS "1 I l t l I I I I ! I I I I I III V I I I ! I�f T 1 1 1 1 1 1 1 11 I I I I I I T l f I I III III III III III III III III III III III III ' III III �III III III I I I I I I I III III V I I I LI ' f 10 11 1Z APRIL 28 1994 ' " 1 LEGIBLE THAN THIS NOTAT10Nr L_----�� L I I I I I �� 1 4 I I CJ� 1 6 I I �_ I I 9 � IT IS DUE TO THE QUALITY OI� — — -- THE ORIGINAL DOCUMENT'. _ No.J6 �' �•" 1 E Z E1Z LZ 18Z Z 6Z EZ Z iZ OZ 8i I GT 8i 4I 6T F,i ZT ii Oi 8 8 L � 9 4 f� S Z jylafTe IIII 1111 IIII 111111111111111 1111111111111111111111111111 IIIIIIIIIIIIIIIIII I III111111 III111111 illllliili'II11 111111 ) I I I rr �I I II I I�Illlllllllll Ililllll1111l1111�1111 Illllllllllll111lllilll�llllll.111.11 I Illllll III III _ 1 �II�O.1.�J �.�il•-��L11..1�- �C��� _��-�-I��IJ!_✓� � _ �-,C�i`�1 �I NI�-� _�--��i�>`.1 L-� __ ---- _____ - - - - - - - I L.�..11 _I-->! I--I�I NT IU�� ��=r �I.�--- 1�1 C�`Tf-:- X- &I, � 4-jr7r� 9-0- flE44�CF'o. N 14 LJ� —r �c, _ /- -,�� Pq- G 1-44 Imo. _ - - -- - -- --- -- - -- - ---__-- A & I— c� �1 1_ � �- �"T C..v � �� �f" — 13/--�-� •�p,,,rv��'?��.L—, _ _ �_,���'''� _Y— -T_ GjY�? T��l ' G►��?�—? � % -fit _' .�-a I_I._••_ ----- � t•+ �.�..,-_ G���b/� GYP�/ I_ r�'� r I /I 1 �r7 I I 1- " r f- .r-� �[►i C -1 I�i �. '- ll� '' �'" �'' ` 3 ' �-I Y�-+C��1 J r s-1e--rJ� s.���o� 1 r V 1�+ 1 spc*. 1 Qom . 1" ►F�. G� F:;;,1.-7�i• ftp LS%1_O 11 ��_ I� II /�,' _ t�" r)t�.1..�� �/l�KJ �.•.��(I�L7( r•�' �}. !L'_ � I I /�' _ �'f i 4J/�" �-•L/L••�'r./ L�v.-�a'�Y — �i..J�f �Irf^�' �•�-^'� I �L �� �1 T �`-'"�O7' KrF 21� M ILC -t�v�`720 ��I FZ��L,� 5 2, I l �,; �,{ 1 �/��I ]Jolr Lj0W LSI V. {--�oT VJAZjt� - ��-} ���r�`(�, G`t�;? F �t"T G,'�� /' �-► I . H >� � �:1 L- ��� '� C� Z.'— �r �; — fa— I, 2—, oe,�'4, Ce -re57 Me, I +4Iz 1^_I/ �-�`� `� � I `T`�t✓'� X. 'S/�j"G''�P I�,�C7. -�PIG'�--• :F1QILLA_ s W Q Z all Lieu CIA of Z + + o� Z- ^. I 1 0 = - -LL -- . _Q Lj 0Z_ Lei rT Z->L 6� Z OV c o - I C7 ua. I �� w o ` 0 0 ►� -ror�. Z Woes Q 4 o - F2, Y E LS T 0- 2' �v it - x >< S _ o o Joe- 03 . O � Z Z � W O ' --- - - - -- -- - -- -- - --- --- - --- - ---- - - it 1 wou AI ti In "1V2r,J l� — 11 i Imo— ol�—T" }� J�"-7(� °C p II a ��^ 11 �' ' r I I X211 "✓,Y2! O ' � f� �- 12 � ►2- -�'[� � 111'�II �1-©l{ I I I_ C�,1 �1 - L5 15), I _ �11 C4 If - d.1J � M 0 r (1 f=t'-r I I I II I I_ o `o �� 2• Connections: B. Sheathing shall be nailed as follows, except where shown atherwlse: F. Beams, grrder%, end iolst% supporting beeriny oat Is or other concentrated loads, / v 1... Materiels: A. General Frening yy I. Ro+,t plywood: 6d common at 6" on center at ell supported edges and at 12" shall not be notched. .101st%, except as above, may be notched no deeper than 1/+I SEEADERS, ualfss6otherwise two weech Oraelnels2 x 1. pports. panol the depth, of the top edge m lr, provided such notch Is located withhall n t/B er 1n on ce+nfer et Inhrmadlete su ans re A. Sawn lumber: 2• Mall plywood aheathlno direct to traminy; Bd a■mmm et 6" u.c. all of the span from the lace of the support. Sewcuts for notches shall not overrun rm�■r� Spent to S ft. 6 Inches: Two each rwmina) 2 x 6. ady+s and of 12" o.c. at Intervedlat.%. the depth of the notch. tsoles In Joists, beams• and girders shall not be lawyer 1. Sawn lumber calculatlona are based on Douglas Fir-Larch. S. Gypsum wellbuen7 rx+ stud rolls: Coulon Halls et 1" o°[. all studs, totes, In diameter than 1/10 tan depth of the nma+ter and shell b" located within the -■ t _ l ' sxc t as shown of !rrI on the drawings, graded In Spens to 5 ft. 0 Inches: To each raminsl 2 x fl. t p con ter hall of the span. All holes shell Os a+nfer"d rltn the depth of the ' --.c x_J N "l' of g Spens to 6 ff. U Inches: fro each rxmin•1 2 x 10. en, blockings - use op ne11% with I/2'+ sheathing and 6d Hells with 9/B". member. Holes and notches In Studs shell be located within 1/3 of the heights fl.li+l /� At 6 ft. end longer Spens: irlpIs Studs et oech end pf Header end Ancht7f ell studs of door openlnys, "nr•. and Turn.+rs of cells which ern shoatho`k from either the fop of bottom t•,t no rlc:er than 8" from plates. Holes and a I✓ ecaxdanw with Stenderd on the Rules o. MrPA ort le No. 16 of MCLB, as follows: beer each and of 2 Studs. with ply,oxNI end/or gypsum board to tvttom piste .ITh 1-S(mps,,n A-SSN fromNsq e. 1Ight Framing - Nn. 2 end better. anchors (or approved equal). notches In studs shall not "._sed 1" In u'amefor a deptit. Studs to o.ter{or l/J G 1-�J /�� rj ��{ C� �`7 b. Studs - No. 2 end - No. ILlght tteminyl. NAILING Sp1FDULF., unless otherwise sh,,.r rn .lrarings f+. All m!nufectured connection hardware shall x10 es dost in"d on fna draw In S end ails shell rows 6s notched. Iz. I�'-f--'� {/ 1 ll 1 f,-/j/ "`TTT vl c. Joists aha Planks - No. 1 and better. Joist to 5111 or Girder - toe nail 1-164 or ren lostaIled end full nal led In conformance to tt+e menIje tower's InsIructjQns an,1 1 Joists, rafters and decking %hall not D" cut and needed cx dlspleced to provld,+ d. Beams arid Stringors - Gense No• I end batter. Bridging to Joist - toe nail each end 1-(1d applicable WHO approvals. tor- openings In roots or floors, except as detalled In tho drawings• /� G �„ I •rte �� Q l I -��-•1 ��•�/',��� I I1 I SI e. 1'osis and Timbers - D"r,fe Np. 1 enA better. Blocking between Joists ur Studs - end hell 2-Ibd I ASI s/eel connection essemblles detailed 'on feta tre■Iny shell be febrl;yted o. Install eft In bearing members with rete crown u - t /� G/h,J, 1 ` ' ,\�J C_..�• I _ ' �/�•.J I 7. All 2" lumbar she;l be s"asorwd fu 191 me.lmum moIilure rl. All members In peering shell be eccuretaly cut end aligned so that full beer.ng l 1 Blocking between Joists or Studt- tuft nail 2-IOd free ASM AS6 steel In Conformance with eppltcat,te rwyulrewents of the RISC content. SIll Plate to Joist or Blocklnq - faro nail 16d 4 Ib" o.c. "Spo,-Iflcetlun for the Design, Fabrication, end Erection of Structural Steel for Is provided without file use of shlms• 1. All rood In contact ■Ifh concrete, masonry or soil shell T end Sill Plate - and nail - 1-Ibd Buildings 1. All rafters shell be notched for full bearing at all supports. op diamm r (tag shawl confor* to AMS IVI.1. be pressure treated per IiBC Standard 25•-12. J. All ofsts shell have a minimum of 2" bearing at supports. Lapping Jutsts Shel l it. Glued-laminated mambo.% shell be Douglas Flr-Lerch or rel, Stud to 5111 Plate - toe ne{1 }l6d or �-Bd F Install lag serous in drifted lead h„Ias with a Jlemrfer equal to S/{ of the J g �' +wbiad tap Plates faro Hall 164 I6" p.c. Shank dletr+ter Iraq srrssa shell notbe hemmirod In). Nam or scop the Icy have 6" laps centered over Interior suppofls. conforming with RITC 103-70 and Ci-293-04 fabricated with wet- Tor. Plates - laps end Intersections - facet nelf 2-16d screws• Provide washers under heads hearing „n rood. Holes shall be prcpor,y +,• Lodgers and stud well foundation sill plates shell bo bolted to concrete with usr+ adhsaivs. Calling Joists fp Plate - toe heli 2-164 or S-Hd egelnad. enrhoc botls of %lee and minimum spacing N shorn on Ms are■Ings• At least two 1. ,rade fow6lnetla+ NF unless ofherrl;a specified on /he g G• Bolt holes Snell be drilled 1/16" ler bolts shall be provided for each piece with one bolt rlfhln 1'-0" of each and. drawings. Calling Joists - laps partitions - ter" nail '-16d ger than the holt dlewet"r. Pruvlde 1 All cell ahsafhln shall be applied as follows: Confer vertical J .Ms over 4. AtplywoodgshotI be DFPA rade marked to comply with PS 1-6n 9 P rashers under ell belt heads end nuts bearing on wo7d. )kolas shall be properly Calling Joists - to parallel Rafters fa.++ nell 3-164 9 _ A grade y Nellar to Plaid - foe Heil }B4 aligned. In rx, cess shell mlaellgmnenf b• allowed which prevents proper Deering studs and center horizontal joints over 2" blocking or plate. Nell tot, of r-1,.-� � 7�� I A s ��'-(�/�}^j ,�� + N � � �� end shall be docking C-0, flet, with exterior type glue. " 5 . l,_,r�-]��/ `L�I�-1 `-� I 0, L, ht tfee deckle shell be cvtstructed with 2" tongue and Corner Studs - lace nail Ibd a 16 o.c. or allgnaent of mewbsrs• Oversized holes shall not be allowed. Bolts shall be Pallia to double fop Plate, end Hell bottom of panels to anchored sill plate. groove planks gr•d•gst d MCLB or NMPA ItaarF lr cammercl•1 Roof Joists to Plate - too nail 3-164 A307 bolts• Nuts shell to rlyhtened snug. Apply gypsum board so the/ end joints of adjacent courses d0 not occur over the �• Drerble Jolsts end Heedars - face nail to "inch other 16d a 16" o.c. same stud. / , k docking. Oecklhg shall M laid In • Type y Pattern (randomly stagger top and oottos 1. Insfallatlon: m. All rrx)l end floor sheathing shall be applled as follows: �entar penal and *` (� spaced and matched end Joints with each plank hearing on of Double and triple Stud Coluan - fee" nail to each 0#11"r 16d 0 24" a.c. A. Top plates shell ba doubled on ell stud wells. Iulnfs over Jolsfs, rofters, or sub-purllns using hell panr+l staggered paft"rn. 7 IF-� ll""11�� least one support)• r staggered B- Cripples under headers shall be continuous to the sr:In ,into. Hullf-Up Beams end Girders 29d SS?" o.c. C• Block qll stud wells as requlr"d for sh@afhing. sraggor@d top and D. Blocking 2" rick• of equal depth of the manbors shell be pr,vlded between all hottpm and 2-10d Joints and rafters at their supports unless momhars are nailed to a rim Joists. II @ods And splices 1247. J SW 1^151 AVENUI' Sites noted above rotor 'o Comaren Nails; for Ho ,0 w 111! !err"ase to came 2 �aF 5 . t larger, site or Incroaso gu•ntlty by 201. ....- At°lM1rN1►�Pr!'ww".1M++!'�mfr1'r!gwcxn .. 'r .s �� A.Ii r ^•s , IF THIS DOCUMENT I5 LESS 1iI 1II �iiI Ili 111 III til 'il III III III III 1JT ri fll ill iii 1 i III iII iii Tr i1 Iii III i I III III iII III 111 III 111 I i IIIJ ! II ' I �IIIII III III IIIIIiI III III VIII I ' 1 l l ! I . l 1 I j QI j 10 11 1� APRIL 2 3 1994 r 11 LEGIBLE THAN THIS NOTATION, I I I I 6 — I / I�L p IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. E t 8Z LZ 8Z Z 6Z EZ I Z IZ OZ 8I 8i LI 9l 4I �b1 E1 Zi iI 1 � 8 8 L 9 I� 4 1' F 'l. 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