Loading...
HomeMy WebLinkAbout0011 ENTERPRISE ROAD - 293-004-10A REVISIONS. NO DATE Zl E_lW-`I'S IZ!-•4Sar-*t7 iNt'� r3 uN1T VF KVA 1 1 PA�t<. ( ;.YNG, tlr• vJ�St� "Cow -r - �+) KVA,�� Ir X Z•1 W �� i� Y - �� i ��� bvR �o tilcrt.st co�.a,r t • �, .� 10 ��Ran Q i r k 2 I lJ rJ;T a 40 © I VA ! U K J il k 1 Oc e /C?.G �.... � �J i�r,, .s*"r�.� .?,.,.ays ''xtd',�!►T r _ CQ, Sn;�. � �.4 k z tj,Sk LoGA-r 10� A N c4 S4GP -fc>t'At. CaGN<sRA� Paw�2ul�> ' � G, ►�* ,� G- zajz P - __ - . 4 6o -i�S /,d �reau.t ,c �' 4,/AC% L!N ITS Z..Zo--(p1 , F�.A cvr 2o€It -x I 9gvv�4 u o,-r X 19 uN�Ts = 24�';0 IC�A /o v�l r5 FT A�lli � ._z� �- �t� ► $ �i - < ► Z PlLA-�: 2D$1/ f l I< WNif X Z uN_irS 35 4 (C,/A [i4w/ s c~ �t�G� !pa �, 3 �,� � S 85 s4.rl ADD �2,�e Ee ✓ a '# CAPE COL Akro or;_• 1 (:;(:;AP�rFx rig E fo t A,— FI�l/i e- {J W W P..- 'J cf M rt�TJ -�. Z U'Q'/ _� -A., ' \. �; ^ "'S. C� �!n �,�13 /B!� ._��-. . A I�t..3 - �,�•:�w�:�. L TE.r fi�ied,C I C / �_ —�_._ p Z. REFERENCES zg yl „ �, tia hv' rN �`yJ +tip... _ + �'9 _• — . '-`.... •Y � ' _- .. � r � - • = •" — 0 � .�" . ._. c .xis•- .r• it , •. t � l 44 t7♦I� 1 R FU T Q _ uNoc .SS r C� IIEIH► } MA4�-1 ELrr 4, 2 FCk ! �j �I�T�CI('. +►t�.� � ./` •� - : '.i'(-'P"ri4. �+ -..�I" + i €A� S'4+G �f SP y .F=LEDCf{ SI�EK 5 e AL or 4. rp R Q l i N ar PT1C t'O t LEG1^►Z1C a i Ai V � 7 - It q16— lb LE to It wk vs 'o j4, PFF O S ,/�-� � ;� � � „ _�q♦ I .•, � 1Jfi��1�,,.� rtT � 1 M tsN -t ✓ n 1 �.,�.~ -- V�l A 1 1E >R. ` � L�t� I^ t E'q G H! r p � � , .�'' �.off �L � G '#'�^ _ P 1T �p w/,q� � -- -- - �wj�'4�'�.ylt �REi1�t�.v �, .. RV )CIE a.1ly� ; _ LOi p * I j � 4 ryJol:tl I T - - ot • ,r ,r. '� r L G p G. riZ� - .7► + ko - <►1 VAry �EIC�AT • tiS " it _ _ / .. / - 5 p -- EX16�! iJV CG1�-s p•��tS tqj. 12 2'. �, \ t - - j - �� ►'' �► - bi.' _ 4 C ' raw?T� Vt 43x2 rah\b` -1�+.tib S r0`T [3RP,YsE.S 2 �- - _ ..• ♦ - _ ^7fv R'r �E.i;t,T . t �o•Z pRa�os�n �pb'T �Ra,`t1>ES 3 ++^cvaa"T .;a 1pIJpN c e is -,•v � (" `ice ( � C , ---.._ __„_ ('� �}� �. � �r1v \ 1f.1 ti. ItS 11BURlt�� v `r .�• a j ` 1 3s'ft Y✓ (�r� ~s tv7 EASN�lU 7Al.F t� rt.x\S'� 31aC� l�T.tL 11� PO l TI LITY ap, �� c r � r- DATE ` ��,S COMP 'DESIGN 4,': HECK. DRAWN FIELD Fil_E NO DWG NO: JOB NO. SHEET E --� i ♦ 1 FOW LOnA-TION Oi itIETAiNINC, WA:'-i- SIPI l..(iv�' �,_M� t�v c�sti^V: vJl,r. ' %s'TG. rt.wA w•r ct,vFcoL-? . ! RVA'TAINING Nk"I L rCttMN -�/ t / '' 511RvEY •:hr4Sl_li_7AtJTS. r- 1E " FOOT Or I t ;'At►J".�C+ tJ.W._f- �. 0" 0" - O 25 025 O 25` ' 5 ?ter , I I u r „ 3, 64 �: �„ 91'6 3-6" .�, :,,;• 6" 9 (0 9 -(," 3'•6, •• 3 ,' 6 9 b �' 6 A 5 3' 6,. 9' 6 9 fJ' 3' 6' a r' 9'- b 9'.6' 17 ► r , a — , / I 1 - .'s ._ 1 _- _._ 4 L ;_. 1___ f. - - .s _ �+ T, - r- '•r' -, k - u u �. l la.TC T y`i-., + �l i P ►' I I p-` 1 ti 1 �i�: �� PPL J ��J I I� l I D9 Eyv t,� f� X " C`�iv A t'�C• 1' -4 / `.'J 1 t ( ^� Y.i'�g '� r •. f.,yc Vu 14 I 7 , 1.�— .._...—..--T _•". � y t I� ... _ ..{1 �.+-�l �i i..i... -�. �t t t T _ ! 1..•v._ %/ j.� • I 7 1 .. --. ' , P ty 1 1 "its - i �t q-V ! (v 1�t.C-f •- I !',. - 3 t �.- ' C. �l,i >� - - �'• '�#r - t A.;, G,- , G 's^ R_ '# j 3��dt f' � A+- ��`�� -.___..__-••----- _ " �/, � �1 1!• , ` �� / Itr � 1 •r J h,1�+�''. i r -{:�! �1.�I,c 1 A � A ' � A A r D� f 1 i r s 1 �-.,; ► 1 t -.- 1 r f r', r - � ! � •�• � 1 - , r � �- �--�- • -r � t 1 !� ! �o �i,✓. � � �r. • �=`I �� TA 1 �� I �.� i I RF r ..1- 1 � ��_ 1 �.> 16 �� ► I I _ . S 1 I I - I ---r — - _ ____ _ _ F -` --._._:' S '* cam- -._. .._ '�.s- — _ , F= ----�i+,r ,.. ...' t ai f '� __ - - - - ? _- `:.7."'rwr�y •': --_ -.- I _. '"' " +n �? _ -- _.� _ ' r i 1 q 1 U • 1 ^ ► ��yy ., t , k 1- Ell - - - --� � 1 ' ' . � • C �, '.. . _.�� '- y a.-�7 _ .— t•►-' ,fL�r;.�-,-•,� _. .fiT r 'r _. � i , \. - �,�' � _. i/' t ', ' A 1 � .. • . }c 1 t � r r r - �I 1 -•-•�•. , �� . � ��Es,t✓ •v *0 A '/t-` �i�7 '�n + e � .� 1 r � ,.•�•�► �. -� - C t ` I ' t - - 141 , '2 PA PT ; r r` r� -� 1� I t -�/r•f� = 1~ 3 l f,, i 'y k) ,�L:� 11i i I V f 1 (__ �� l t f 1 / 1 •J 1 `. _` 1 1 J i t 1 1 • f T_ # , _ - _. _ 13 F1 C 1T T^. V S ._ _ r f L 'Q XJ TEL � � t _ .• rr _- _ .1 I t�L- 1 L���� }j ^ .. ,t: .✓ ' •-•�.'C' r`'1 Q� �O/�j C>wFF 1 rxV , �f({J Ji.ii - �/� ��`I'(,t-v.��t_{_`v a., •.-. _ � t 1 .� _ � � �',�` ( � 2 IG r �Q� IINTQ��EJC)? ,^^ 14�,�� 1. 5 '�/ 1{f�l �^ Q t� Y �• J r t ,C (',"' ,.- '.i I H 1 F••►r. `-' :r„ ,►-••_ - 1-!/ „ `_ t ' �?/ r.- I 1�S G +,N �• •'L- ` ._. / J _ . 5 16 0. `3g S►, . D . 7tct_ S' .,- FIB..R�t.b5 . N -- — = -' ► L. f, •r r • •• • . _ -r+- 'C C i t V�•f a T t 1 :U X f't. 1�V D h'j V i i,. � E --l- S 1 I� IJY.. f t ?V E P K t* J � v � _ ♦ r r l a -,��•+rca �-- � -- �" ._ -�F �� --..� .��� y n y r `'�^ —, 1 ,t_ ., i rrrf ✓rR ^./ p( �f tt iT TI_)D5 16 O.C," /'Z uFtl_.E_ 1 R0.K 1 ,,'f .1►�' /c 11. ''•�Lr}.J~ _- -- �' �hl' r LOv�G •r I 1 ' ij'_Otr '_�:t r t r P 40 '[ T'� ' S " '� .' ' f �- '",f .. / 1 _`� • ^.,• ♦ ,-i. .►f / } -� 40A 1 •� `, rf�� a D - ({ F , r - �jr,�+ , ,, . r�, -_ r - f 1 r 2 A 6 S a UL S ;6 �.C. s, SPEF. I RO,_r , ,U1 Nr';. `-', - J r ^�/ ,/,. - r t t /rtl •'! r 'JtIC :~. itC a� i# Q! 1 / t o� J�: �-� ( r.. ��, 3 Zo v(1-? C, 1�0 N+aLCOwN 51 E a 9 x ' - i O.C. U)AC bEARiNG t c /� r� r� �. F 2 Tyr `, L 'F" �. 1 -G�L �P v+ �` rT����T r<_ w c T N Lt� 'l tJ. � . r r tip# n x r- _ Ir � Is _. ,-,.,•,,- ,�, .., ,..k, �. , ►t 1 1 a _ � � .�, s ..0 8�! � 1_y'f � �C R fi � _ 1 A� . � � o , rJ _ --- c o T1.1�' 1h C : . — c^Y. '01� . �.u� N �. . .,.,:_ 4 C C, EDGES O O.0 FIELD FACE GTZ' „ __—._ ____ �r�. MI.►, c ; CARLE PEAK - `'8I{ ;; 4FETROC�, INS nF FACE — T�'VEK ON UFATN`G - �" FA-F. P_P,iCW AEI t:F_>r 2x6 STt3T'; 1600 C. - " C D'� rWC STUF_e3''W'10-d EOM. rVA-V 4" O.C. EDGES A, 43"1.C. F1F' t�� FACT GRAEti VF` T1CAL W/ COhi ." TE" LUFF CK!;"i F' ,� 11._L P. G R; r. PEAK. - n Sl1EETF?OCK ONE 510E ' S-•u : ► `�I'h:�% , "44LT- 1\N 1 Awx_iws, 4;`� •1 1 EDGE BLa G F .or S o a ..L %R 2X�o S7UC:5 16" O.C.-,�" cox, OFIE SIDE Wf 14d C`OM. `:�/ •V `+"0 C E'XF 10"0 C. Pt- FACT GRAIN POP17_ W/ CON-, �r'p LI'�vJ �� � +t6+� ��:-'�:�'�� —, a /' � �'•� � - - - - - - - EDGtE BLOCKING, `ROM SILL. T� TO PEAK OR TOF fP — -NE!�TRC�Gt! nKtE t{.?F_ . �o , Q F� + 4(a.t , };t., ft - [f ,. , �` JI r .�Y•1 V' .} ,.. s..•."_ .1','.r(A '`�r��.�� �-(.�� f Et t�'��t� �.��L• sfl - \,' 1.,_t n[v!s.Osns fY 4A♦� ,r, � i� 1►. r- - T� '!RAli�jCr/�k'.1•J;'�-y�, "A r� Y G l L ?•r W) RM. PLAfli' ' ` iT GENVIIAL.MIMS a r L-IN`- 1., Certification is for structure only. y r 2.' Use Group M (Mercantile ) t P Class of I;c,rlstrurtton 4r. '.A Al �'`�r -'.'/•,l b { 9. Construction Class 4A Vir e f`rotections ire t�,afic: depWallsor9 Wald,1 - 3 hr t. nterior Bearing Walls - 1 hr x� '�' ; ;t F 1 c�o r C t i l i rr w 4 l hr ' Tenant Unit Separation --• 1. hr : 4 IAW State Building Code Para. 706. 3 post Floor Live Loads as: -6" 9 Na" �" 3• (s" �_. � ls$ Floor- - 10. ila, sq ft ^Okr PLA?F7R►a . 1I+llC`.AL_R oof SPECIFICATIONS: 5l8" APA Rated Sheathing, EXF' 1 , Minimum PAY s o i 'T�CF' EA SYC. �� m t� liN7RAI`JCF '� is 32l16, Nails lOd - Al"pig IAW ar,structions. f'O �> -°2, Fate --.__.. -- ' ,....1, -.__-- I grain is perpendicular to trusse . . Continuous panel jnir7ts fi r __ __ • N 2r , G-- , , 1 Iov, roe Z1r--.f . � ~ ;Y %� v>, is Aral lel tR> r oof trusses are not permxted, .. A� fire separation r - - ` « { ;far Y_ �\ -� �• - .- _ «. { _ seal l /roaf interface apply ;aTl4'" FftT AIPA RMtt+1Ed,$heathirrg, EXP:; 1 �7 ! s� 2. Sid*wa l 1 s /2- or 5!8 APA Rested 3heath;�ih' EXF' 1 -s- �.__J1.' -tt L 24/()' Nails 8d b on tdaes , t0 intermediate. Face grain is �.. - r-- -,.T•,� �, horizontal normal sidin sor•face out. A lita'h � t�n ,er side T', ; T y Pp 1- { r \ li _ and special nail patterns IAW instructions Pia A . 1 , ,� ,►. i 1 y 2� $dZ l $bt (5). 0 _. � 13w Roof Trusses - Modified 6 Panel Horre, spaced 24" +�. c - ing at - Final Interior des i gnrTBD by Truss Mfg. as shown. r t , U { * "+ - Roof Truss Loads: Top Chord Live - 25 lb/sq ft RI L_ �r i ` '` Top Chord Head - 10 1 b/sq f t C' & ° Bot Chord Live - 10 ib/sq ft \' f� t# ,- � � ,. , 1 - I � Dot Chord Qiead - 15 i b/sq ft r r - � 7 _� ': e �L All duration factors are 1 .0. j 4. Construction & permanent truss bracing shown on PG A-`- Start roof deck sheathing at gable corners immediately . or 5o,- Q'r h , � 2 Qtr 25�-0 i 25' -0 5. Top Chords -- Continuously splice 2 - 2" � D" Itl or but BspI I es M2 or BTR H-•Fir. Minimum Ft >- 650 PSI . Batt a 1 butt spll {es -4 IAW instructions PG S-2. _ -- _ �( ► `2�Zlt.� '�' Q _ '� ii 6. Sidwall Support Studding - 2'" x b e " !t2 or ti p 1R �-F-F saced 16" NO o. c, Min FP( 11 ) >- 750 PSI and E - 1 , 300,000 PSI . A i 1'F side 7. Wind Shearwalls - 1/2" APA Ratted*Sheathin EXP 1 Mfnimusr} 1'I1 r:'I rAl, is 24/0. Nails 6d - 6" on ed es 10" intermediate. Face grain E G RcA.A 7 R` AL. is horizontal , n B t }, � - - ----- --''- - -- --- normal siding surface out. Applications per, i annaddsspescial nail 8• pattF r�s IAW instructions PO A-1 . I11 I Rear Double Doors 3 w2xdbl#jack BtRdD-Fir ,r f f N Gable End Window Spans to 6' 6" 2 - 2x10 #2 or BTR S-f' -F j Gable End Window Spans - 18' 8" 2 - 2x12 M2 or BTR D-Fir 1 w/ 3/8" x 11" x R.L. steRi flitch plate { i and, dbl jack studs t` '�,tavL .NA`, ..�s � ►.- g� ` 9. Storefront Roof Support Beams and Walk-th1✓u Entry Beams: •L .... _ tt .{ ' lOWF22 ASTM Grade 36 Steel 10 O. & 12 8•• spans , S" spans ` 16WF3 1S 1 ASTM Grade 36 Steel .1 G t *6 ONC ee Al ternate - Heavy Wood Trussd by Truss Mfg. - Design Load - 1. 9 kip/if at duration factor 1 .0. 10 Beam Sleepers - The continuous top chord is bolted to top flame.. _ J Use 1 /2" dia bolts staggered each side 24" o.c. -, �. ,J d.; 1�. All Beam Roof Support Posts - b" x 6" Ili or BTR D-Fir. Minimum . Fc( l l ) >- 1 , 000 PSI . Continue shearwal l sheathing onto support L 1 .� :.► �, post. All top plates are 1/2" x 5.5" x 5a'5" ASTM Grade 36 ste4r i __II +►* Altern•xte - 4" Standard Heavyweight steelytA�lpe column with a '•" t, # " '� ,--� 'y .. ,��� ur:t*�, 318" x 6" x 6" bottom plate. Both top & bottom plates contin- s � ; �J uously fillet welded to pipe column and top plate welded to beam at ►� _-�_ ♦ � e '* ' i "r ��T Nat* - this requires additional foundation�-bolts to secure the A t { +� ` ll 22. plate to TECOd�Ty�DownusJunior"3� x 12�' boltslp ► e►te.' r 1 LIN` e 1 tied from each truss t t 5 K r }743'- 2"� T L - the double top plate. Nail IAW enclosed i structions. 13. Foundation Anchors - SIMPSON Strong-Ties E zed and spaced as as shown. Additional foundation bolt anchdrage using 3/4" x I J , ;. '•w f standard hook bolts are spaced as shown. 14. Provide a slightly negative slope 3/4" - 1" per 12" run away froa► building foundation. Slope ground or concrete as applicable. 13. Re-bar - Clean and free from heavy rust. Grade 40 ASTM A615 or Grade 60 6x% - 6x6 WWM - Minimum bar lap distance: 22 1/2" for 05, 18" for • \ r-._ �_� 16. Concrete - Footings and Walls - Minimum f'c 2,500 PSI . 2 - Floor - Minimum f' c 2, 500 PSI . and no forklift lead 1 t _ Q is ` _ - Steel sBarcoverage as shown, pet;. ACI . n - - C Maximum aggregate size Ze 3/8" 1 _ Type 1A 5-7% air entrained cement Slump Range 2-4" . r f� - Strip wall forms no sooner than 24 hours. ', Strip slab forms no sooner than 48 hours ;.� f Formed in place footers are allowed. Prior to + -! ; -tt { ter. footer placement wet soil with ester . See Note 19. 7. rl T g 17. Fill (Backf ill ) - To consist of clean, compactable material ex'- \ y tendinginto in-situ gravelly-sand subbase. Upon µ -r T 1j w C r •� l`iAAC r �f1T1 j,?h'_. C./afY vL s I excavation of holes base to be mechanically compacted f� - 'r` C � '%/.T with rol Ier or plate compactor prior to placing formled + i 4aMA n place footers or flop slabs. i a t r 1 18. Retaining Wall Drainage Install 3" dia. weep holes 8' O" o. c. - through wall with invert slightly above wall intersection C {- f------ - �T with finished pavement surface. 1 ' c- 19. Foundation design assumes soil is a coarse gravel -sand mixture with some cobbles in a medium state. Should poor in-situ material be encountered a more detailed analysis is rlquired. Design Allowable Hearing s 2,000 lb/sq ft - Retaining Wall Par Schedule: ' 1 \� 1 ,� ,iI , ,` Location: Type/Spacings Length: -All Cover : ._ _.___ J -----__---- -... _ - ._..._- ----•---•-----__..--------._--------._._.--_-- , if': - FD9 Iu9 ' Footer r� transverse #4 @ 16" o. c. lapped 3" minimum from bottom Cft�I � - longitudinal #4 ! 14" o. c . contin. 3" minimum from bottom and sides Wa 1 1 vertical O/S M4 0 16" o. c. lapped 2" from face r 4 ' 1 horizontal N4 a 10" o. c. contin. behind vertical bars • r u , r , Y..�� �� u.cla h .� �' SoilWALLS S CAM, POSITION CAE.' CRIP-TION r T �0` n" V 2 K Co STUDS 24' OC -�" :i6WETRGc_K TJd!0 ' .S 5j2' FiBERGLIAS 1NSUL.• r 2%6 S"CU©5 16" Q.C.- %* &21FTR(KK Out SIDE - S�' FiSERGLAS N.ANKET TYPE MULATION • 3,4 CDX PLYW�'D wl Y11,1Y1, wa Sit11t4G a rsop- - 3Tuos LNDER TRUSSES- 2w 4 STUDS ►6• OLC' - Vt" S ETRXK -'"WO SIDES - 3.'�" FtSFRGLAS- ------ ` "C�•ti 5t I F' >1D3 WR 2 x 6 W-TAL I- STUDS Zk"lI » PL.Y Fl� GYP 150. ,*IE 510E - 2 ?1.-YFL_00R PLAN R -i- AL W� zA,1�NYLUFF F t R£S L3 iF i Q SliAFFUN&R ilr LJIA 1'L?R '" WA1 :lIlP3ARt) TE 1 Assoamr-� • " 1'• A. IN N N2x6 STUDS 16 QG - ?I SWK!WCK0W[ - 5 »G.l►�S -l' C OV 410A CW, GALV ;•AXS � O.C. EDGES 10 O.C, rlELD ���. FACE :31RAIN Vfjt'f. vlptN full. � n- "v lAL" +�r1R[. T- OV BLOCW*G ° VEK ON SWEATI4G - 4" FACE BRICK VE►JEERwaim ._ .. WALLS � PARTITIONS COM­7SiTION UFISCRIPTION GIs MO �r) � WnTK)N "CQfN 0"ll -AMM OALV. 4"r1C. e�S t 10'QC- FIELD FACE GRAiN ACRIZ wi Cow SEE PAGE A- 1 �- EDGE 5I_OCVAli4G, - %4kr.,►ttk:x -J PLYAKT)O 5C� `51DE"S OF F�MPTST1CJN FVOM S. LL M r'LAK 2.6 snins 16" 0-C -h*CDC owe 'ltlo.. <v/ioA ALY. 4*O.C. tOCAS + 1e0,C FIELD FACE GRAIW W0R!Z.Wf C0NT. rDGF B1.00YING FP W SAIL.. m vrel , IL p'g'#4( - a '" 4:TROCX IN'S M FACE - TYYEK ON SWEAT-WG - 4"(=ACE eR1CK YENS F, .r..., ... y. •. wn L _ 2x6 SR3DS 16"4•C.`• ° C S> '1 1A�10r Cdt+l. C.1 ,tir 4" R C 16GES b"C1.C. F 15LG� FACE GRAIN vE17T1CA1. W/CriNT rArEDGE FbL0CXlt G i� -L R TO 4 E PEAK - •%MCTl�C-K ONE SIDI Z,(& STUrib iV O.C.." *;.kW ONE 7 ' ; MD'` CON G LV 4*0.`C 10"O.C. FIELD, FACE. GRAIN HOR1Z WJCONTEWE 8L0rW04G, S&L 0 90 P 4W oR mr it - sweeTR+Oci< owE sior. �[; * T E�.Oi.1f"'r. ��_ Mia � LEr ; ) � ... -