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0011 ENTERPRISE ROAD - 293-004-10A (2)
i AREA BEC''iQ1d 3I QR 6,1 MUTE .4' CONC MAS'1f1RY VUN1•t't:, 191.1,11 LAr %.J - 5'cE ,TV, PL.,A?1 e`t " hE::Ft^5 ' SS1E. JF'"'Atl,. It I x % 6CIP 6WW1`0 RUN RM-7AIW.NG WA; -11 p 1 it u - ---- 3?''-0" �- rl .._, ,.,,, � --n _ _ _ _- -, ---_it_ __.--- - - , K--- --- _—_ , t __ .. - - r -r ._- - - ---- _. -- _- -�` �l..E�kN �RAV�.t. - 2b - _ • , __ r �G O 26 0 24 - O t 26 O �� _ 27 •O 24 -o 26a-4 24 -©' pn 2� 0'' 2Co"-0" t2. 4� 'ACT WW O. JLY 2 4 Rot ,�. cc; " --..__.- ------ - - - - :•- .---- t _." sac.. _.. _._-... ._.. -. ___. _ ._. __ _. __ -1 � rt m _ � a..... _ _.. g M1N. iF *sl.oC1< to _ A1T� NA e S A 3A .\ t fi DETAIL q s 1 � H SCAt_E 3f4 = I- or Ar r 1Q I� "J"r�dLT !0 VJw ; 1 M u •t i _ � :, - 0 500 , i 1 ON ' • , C] O W -- _ - w t 11 + -� * - f 1•_ _ I r ti " r ` ,.._/ trig. - _ T. - - - - 3 o-�#r I � 3�•i A. � .__--__.•___ __ _ - �- , ... :,,� I Hill n Ba�.T r � ! -- --_ _._ _-- -- -- - - +• ' � i - �,1 ..� l.',! >''I t� S2A It, ,`, " 4,t % }(psi L v�1 t S' ��t 7 SI `.3 _ i ' 8 ! , R dr i o -r ! t ^1 ^�•� VIA,.A: �,E raG >,�' ,;� V "; 1.J t A.► I.f tN i�. w:'N, s 1 to -- - - --- -� 1t! t , i• Y J 1 4 ,/ Mlw t + � -�•-! � � t fit` i } ! �-•� •�.- +1• cc , ;,� ---� t � �� `��iiOWTY � �4� w �t 3�Ir ;cv, f ` i APS7s':iX ,GRADE � t 1 H yVI-� ~.t_ � IV�� E. � i� A`' _ .F-i -w S�rr� t�T. � s � I � r twt'` ' _ tINN 3�' •�' ' .�,,� ,, to StL_ ;. �t .. d '� �.f _ ;� c 1(1 �� ' ``' 2 _ • T-� 4"A III Cl VERT,_ �JW� / A�iy It,Ft oL i-J Nf �r 6 ' _,r l I 'it 44 10" 0.C i{C�RI ' _ -7 f L L �� - f(� tt ;t 3 - 1 t i �� !U )1-7 of�D j I :�. t DETAIL ~ f } �Ok +< 1rlVvr I 1 4''CSIvl{��si": s 3t.h.` `i'�.7}� - N i DgAINAGP- C'tt�J' - yf:` . . , r PAVING CEV, S"rZ RAN S-J +,;, ',NEEP HOLE 34Q a'-ONO.0 by 0111' tl4fte _ 1► ` 1.t 'tr' PAsIraG GRADE t E'c_: _ 4t E r 1 WELL � - x r-- TO A SLE Tt sLt � .Y v4 - - - raS qF A OBI rJ -, 5.O" VAVfAt� ti r 1 :3 3- 04 worziz t 23'-O" 2`0"' ?.3 -�'` '�' C.- 2 0't II 1 I. r_ 4 : ' � r to B-2� STUDS it r j ! t:.•l..rtt t��1r{ , t _ _ _ ' ..._ r _ t 10. of Al�ct ics; too t_~I e, t, ,, ., 1?.C?t-`f W i l A 09 4c ' wk ? S,L,,_`R i ' _irV�IVt..r �PAcF°t' �t �cA ,Bir.t•1L-; .._...� ttcaor: tSALv� W, . uT WA .teFZ f D' AT i PL F Nn 17 0 N Lt'FT t, (V ONAN , rl „ s T I T c lrJ t;r•.. �7 r - . r D N ' i t L' LfG t S 1 t �.. i_. > CALV- Nil' IN. 01i -f. + 2- -XCO P.T. S.Y.P. -IL, p.C.�T_ EX?DEt�+��iFo'�C1U � E ' i 1 C:Ot•tST� t • b • tS � r ' _ri,11 + 1 T 1 C F� t i i ° l F WA 1't:L�7 . 3'ttalp , l tE j 1 fPOOR Lt\7rER r �4 5M-1! 1 r r t :t N t , t 1 u 1 ' I ''a tlG'T 'i. ,r• � u t � t i R Y i! r I ' � . C.^�' r''`•;rr !*'�'� � ? 1 r ! / k. Y t r d i q t r a .. _. .'�,; X. r'. i- t% t "t - 'I L a c -2�A t9-9i 2-2 14 -5,w 2 a U' ri,.-c` ,- y .oo (-e 2� O.C. 32 lac 1 Ky tt 3,a t, t s ' t t T}E �k, wMf1t. "f( PtTtrJ 2 it 4 /�,t 4 7 1' : . 41 l.it f } t ' t+ t f , t 1 - r rr tt n t` Y r _. _ t. - a a _— .c t N t C�Jcz',�.R aNrtvltl n.NEt? �tM, A�: -��. �a VV 1 _« 1 ! t-�: z r. f r Mrry , A--rSR.i.QTtN;b _. - :., � � � t `,, r r -- - - W --- - -. t>; 6 i . --N'JAIN f j �� r: �, '�� % A - - ° `' ti ;�.� t` 1 t1 r Vi L;V „-�. : ..,, r ,. . M+rac xv i, 2x 4 N,YJQ f/r'�� -- --- t r___ 3- � >~• -. ` + . 2 0. � coNTtr1. „Q 7 ., � 'A RROV Q{ tl2 x �" ttAN^t41 R r f��' 1. i f.� t -CEMP 6 SHRtt4KA:`,E 6OLT� ;� i2'O.G. t t Au.s�atr1 T-17D00 t _ ._ r N'• 4 t2'' ( .orJYtnl. i ¢ �� t p _ _ - ItCLEAQ�y :-' •al,x f 3l�t' nn. ------ - $ 11 FRAME :\ r 1� LS P1Rt~. �-� -- / t YP) RX1 r + ✓.i'-G11 12T �o? ;p"- i ( �u �,.t �i u r iC"7 PPC�VipE WAt.LG?A^.t�iG WF�EN ar. / ip� 11. �C aGAI µr .'�`, yF ..w 1 i1(7tQ t t.O>V C t>L q T1� M' 4�t30 FIt3 F 1 W L C i*1 AFTErl IFACV'PiLL- --.. t - _ J , __ _ _ __.. . LCX,k'_ ELE'✓. I�1 i "C.`_ '-' r` � L_. r- _ _ f a s r (Y' , Ir► x ', �. j1 '• ''- -^I. `(V� r-a%-',}" •~r ...'� -mot_- ' - _Ct Vrx,7TtNc' BARS Iry ).G �o �a t 1,co 4-1 5-r 1 , :Zt t f t 2 Sa L A�»� tl •v¢ WALE. . 0C,-r`'G s- 1. ^ I , t { ---+ �p..'Ir �AS?Y:' tlgr' , / l •.� �' r � rr �tt %I co it •? /1 i1 u 11 1 bA a 1: ( -•► f Jv.rl, 1 s � d • J �,1, � _ \tr ;�.Pf 1� - , R T __- _ i y �• I. F" , -2' 4 R,.,[)S (Tfnf . - WALL_ E:.F" 'd'. �� _ �r 1 _._. e ._ Cr WAY1, tt N P�J N L Cr�a� LTLR a � �- • t.T V X t i!xx*-%k DECK A i s ELECT ��.t �� 4 r CASs im rn-AcE. owE WAY g1_l,id t�. _1 D 0 Q AP< V I D E �+E o K l I'1 P U Y rF-Y,. 1 / —._._ rr..-..._ _v - .___ F.,.__-•} i r� iV�N - 7 � IG - � 1 t _ir - - - Al ' I I_ �" Ct DRAi1,t "1'O 3•b'.,� X d' z_r.. cA-rr-H G 0 N t 4c1 r�t VrLIM Alt _ L o I -,Fl: mi�V. MANIr�7EV To V,-Y ' ► �: ! r VL';Q7N _._ . SLOPE SLAB >TltE,^S. L.J t !-a { 1 G 34 7a }}} t� �t_Alaa 1 P EM'�tlLC STRIP' I + S 4 ? � ., 5 - 5 �� I a»A '1+ e tt — --- _ .._,�.1,. - - ,—�. --. _ SCALE x - t' •� � Y ! Ii � " `. _ ,.. .. t .. - '9`c• --___ _—.. ....._..._-... _ ---.......__ '•,y,p:wio.,,;,Yv•�.+.a.r..�y4=_. CA A ' 1 1411 i n e . .. OTES GENERAL NC*r t i r, -VLt(l t.��F t 1ptz ' I. Cert+ficatlon is f r foundation only, �iLDttLt QC� Tn t!'ACYr tt_:_ C�j 1�i�t ♦ - Wy,f •'1N 1M SHE R WAt_�_ TECiiNICAI SPECIFICATIONS: r �( SEE_ PLAN A-t 1 - WiGL t l ,.O 1. Frawing AncAors - Siwpson Strong-Tis anchor butts required Y�-__� .�, � " 4 ., -_ ____ -.._Y f__- ,:_bar shown; sited and a pa c e d. - tLOCATION .. .-.,.,......., ,......,......,.,,....,...,..-..,,....,_..,,.. ' 2 Re-Dar - Grade IV A$7H At.IS. O ,.. _.. -. �--�ywilwllr•. -.:�:a :sue - ._.. _ tiN Al L ''tV,AI.I-_ DENT IF"' P � - Clean and Free from heavy rust. --- - ..-..cc-!�. • ._ ..; - mini m,.lm bar lap dlztanco= 2'2 1/2" For 05, 13" For 14. ♦ �.-{ �I � s. Concrete - Footings and Walls - nrnimuw f'c 2,`,0o FSI. � � ,-'�,l � J .IA--�---..A►. EC"CI�� r�� ^- Steal Br•I coverage as shown, per ACI. 1 '�,l4 - S C,. 4EVISION4 By BATE, haxiwuw aggregate size - d cement. t " - .. WiaERE TAKEN -0, 'SHEET *�? DAY[ ((1, Jtk/' y,Z' ---��'14, ` !' — + ►.r �. -- t t«6 - Type lA 5-7X air entrained cewent. �y��ri�� � - Slump Rangs 2-4". c•R N ,r cKo , `� - fort to l c#m#n footers are all,:ate Prtvr to _. ._.-.._-..._._.__.--__.__,_. � foster plactwtnt wet soil With water. Q 4, Soil is a dry and coarse gravelly-•-r+ „t1. some cobbles. - v �nb�ld R._ O DETAIL. N� fI}r3x^ � poor irsih, arattritl Dt enceun'.a•red a more detailea l.QCA"fl!Jti �•Q SNEE" N? NC analysis is require4. 7 I,lssipn AllowaDte 13earind � ?,uG,O lb/aq ft - - - - - i 1 VALI-Ey TRUSS SVSTr--M SAME 9`3'-o" so'---,PA" 77'- O" Go spm TzUSSES 99'-0" 60' SPAN A5 "►F-F'OSiTF= W itiG 5t?E MOTE 5 I NOTE:2 NOTV-: I I (SAME AS KWTM:2 A`" *.164T � FIRE Rt--St%-rAWT PtYWb MIN .` (' 'T) L�4n ��•RING P t?riCiOt! � WI1i. ,ittEAP. j W�'T SJ;a"E Aa WW(r SAF'OLF TRUSS OK 4 FIRf REStSTAtvT STA lr r-L I �. ©P'r'"S+TE d�i?lG ht0 .£:1 aI�F PAR'1TSnN '=1k'1 Y1AS L .'� 1 r. i'ACI-i S:Dr GE 314TZ SI;?rVIKT10� 1 VJAI_I_. M 6 P YWPO C'ONT U73 t 0-r;4 SIDES NO E 5 i_YWrJ SNEATHI'aG (sir�F. AREA) � "� 'WALL- 7-p,�'EI;'' St; IAJ. +-N�� I rc� TF2LISS Fpto t �crE st1.L - _. ._._____... . .._, . . __..._._." � f •. .; • 1 , I j 'I f f #---� r 1 � i.} i � ( ��.�. f.. � VALLEY TRUSS SYSTF M >, ATEO i fi I WtU ;�5T D SHEAR WALL . tESE r-- t II CK __.-, -- I � + ! I ! I , ; •I ( I � ! � � ! I a 1 t .i -- --...__. . _ .k _ __. F THE W NG �RQOF SYSTEM CCUT$ SlT OW A, CON , f VE A•r{ i .. _ --/= �d$fJ! OR N7t1, UN 5 FEQUi UFW. THE VALLEY PE-A.K. P f . I # j 1 I , r , 1 t yy 7 CA i 1 ` ` _ __ ,-._-T--•-_. _ _ .i. ,_ 1 •' a, I !r t I I E j I i f1 1 f ' • -f } 1{ r r __-- _ L- f { j , , , it , i � I *--- I {... 7. i.. �,-S. I 1 1 .� -+ i i ♦ i ..--1._ ' -..--i.- �/ _ __ _ -'-V W0 si� NE j} i 1 ' i , i I _ _ .t{ E MASM T1 Y' otF vl'rW'D I� Nt> --SIDE jF -In4 ; .. _. j TF7r 755 cR?M ROB g' t �; SAM i_ b.S NCB i_E t WU VTX,►d t N S LINE_ -;0 TOF IV TRI,VZ S. 3F!,f� �.V;i'G: i USS, BY TRUSS MFRS wv13 - - - MUST ALIGN '/r" `1vA_ _. TO 3PAEJ 23' SJPPO�i`' iJCi 5r?F TT2USS. _� -- -_..._____._ . TM._.__ ... WO tDt!SS Fri TV t5` *at=►�S -- - - tt c. CIF' SEV- ALT>;7-MAT 5 f STEEL __i rt __ _.. ___..___ ____ _- _� ._ .•_.{+.----. __ _ ._ _ .. __ __ __ y}{ /l-(Q ►,,SET (p ?. r _ , � I I I 1 - -- tin 3 Sr M> A5 IJOTt':?• - - l CONT UFO? SCF -)F1GA1'tsiE VAN I r V-P-o n a � �,..,- . ..._. .... .,..._... __.�...,,, � — Y©u � vow 2 , p F I i I `5-O�;CANTiLEJeF. 50-0,1 sw.4 r'J CAt1"1;.EVFF 50"�CAN'1!-EYF`" ,,i. _`'' e7dAt; l t i PLYWOOD D IAPI ' P4 l; HA ; t-� _ 1 1 J � T H I S SNF �T SNE�. t ,�- R � JSS � R�'C �' G _ �� 5 UECk. '�` 00rS lk W CASE 1 APA DiAPPRi-,M DES)GN. THI5 fU ES NOT PEP.:AIT CONT. 1 TOTS CUO�RO PERMANENT} RIDGiU PLYWOOD DIAPHRAGM V> . T1CA1._ PANE_ .k71NTS 01J LL�JY ONF FP.AR/,tt1G MEM13 R. 2 TOP CUORo (COrISTRuc-- r)NI Y, B�;ACIi G OF 2-8 @ 450 APPLIED AT APPTZOXIMATLEY AT 1�3 POINTS OF SPAY, OCCUPING ON VERTICAL WEB MEMBERS AT POINT OF PiGGYP,A.CK EAVES. Ti41S B2ACIING h �.y 13E LEt=T AFTER _ �. r :'f 1 ( ! 1 l ( I lr'. I�;4� _ �Ir NA3 3+�1G Pi<vti'ID TO �ht3Ltr 'f'�USSES 3''O T _ _ -'-- -- - _-_-- ------___- -_ __ -- _- _ -- _-' _. ---__—_— ROOF MAPHRAGM iS tNSTALL>~t:' { PL`l'1d' 0 77 TP;JSSES a EAVF S A,, 2 x8 EAb vF Ci OW-f, 3++0.C. 3 TOP CHORD (CONSTRUCTION) LATERAL bRAC_ING OF 2 x 6 APPLIED AT POINTS ABOVE ONLY RUNNING 140PIZON TALLY. TU1S PL� ''N'D 1NYERlnF 11 .1G : 12'' O.C. BRACING MAY BE LEfiT AFTER. ROOF DiAP>~iRAGM IS traSTALLED PLY'-V0 TO PL'�W�© IN`'EP.t^'R. ELGt �tIQ.C. } 4 BC)T CI-TORD fp�.A,M1��lEA1T} LATEi?A:. �"i7A+,lNG OF 2X(o CONTtNU0u5 t"'RJM SHEAR WAt.;. PLATES. 1'�1tS IS NOT CONT►NUOt1S NAZIS 10J COMMON GAL:,/. OR : MIN. PE?.IFTrRA-rI0I-! POWER DtZiVEN TROUGH TWO FiRE WALLS. SPACING APPROXiMATLEY 9=-Ot1 O.C. 5 COMPRESSION CPORC (PERMANVNT) AS REQUIRED , DESiGNED FOP. OR SPECIFIED BY TRUSS MA►A{UFACTt7RER. UNBLOCI'_�D P,Y'JJr�+fir EDGES REgUIRF `;-cC0 14 - CUR (2 2�1 " O.C. MlC-EPAM OF SHtATNIG PER1M> "�'E R C�C>R"i (TOF, DB+t. _ PLATE) 2 X 6 -* I OP. $, Z S-P'- F nR "# 2 0P B-7 R H -Vlk r MIDI 'v h" 1150 2 EA LAP BUTT JO)I3T , OVEP: ` ' ';�FN�t=:; BUTT Y)IM i S TO R7r_`F1VE A. a0 TING DE-`k '_ I ' \ r r if2 ri�� `J�,t i30L. l �. SiDE DRii,1_.� IN OF CURL !T'�p PLA'EJ r miN mum i SPhCIt-IG 5:-AOV/ l Mlh))AUM SPACING LAVE !:NO1� aE.P?u ^ORtilk'' FACIA 2-R * L 7R F3'u C-P-F A P1_177 JOINTS ON -MUSS EVIC WN1CH IS SLO-V.F-D OU,T TO A M,1;'MUM FACE A.f.EA f7F 3" iN W;UTN i ROOF TPUSSr TY- oOWt.I--TO UBLE TOP 1>LATES TECO 'STY-DOv`'1', itim0�;5 SA -rpt)ss TO D$t.F -rop PLATI* OR SIMPSON H 2.5 - 2 FA"TRUSS P-EQUtfzEO TERY LUFF Assxx-iws,l x-. E t\� 1^C ; Y SCALf AS N0-M0 RE'�1%,"1.S 8� DATE OATf OR ROOF y k1 •1 A 1�I�7 P1.��� �� 1<`�_ l'.ii.`• J G ...._..,,.._.._,_ . FO>;'L LOCATION OF VC-TA►MMG V4ALi- SEE LINE.E t�2p �GA4V P1C'k`s i'A►L ) r F-XrF- PLAN Pf?I zay.>F_iJ ix'l CAf� ..'C�i? t 4="TA'R}it 1Cr. AJAI-t CO t fIN. - / SUFZVE.Y :tSNSL}I_TANT�. 1 251- 01' 25' O'� 2� -Q„ �'�'-c7 � Z5 O' 2� -�?° � 2E;,-O" 25'-0" ) I r u , u , e R , tl r p , 11 , u r, , u „ �, q ^1 t - J�,1 p H 3'-� �•�' g'-b b -b -6 -6 -6 3- ' -- - - - -- _ _ _ 1 �111 1I w.f/.t I [ - '•! \, 1 , .... „ f I i \'.f I 1 ,: i ., i � 1 P I r , , T _ I ' 41 � } - 11 } RETAIL RET4.1i_ 10 RA IL 11 i E TAIL 12 RUM L 13 RETAIL 14 � RETA 'L I_5 � RTWI 16 RETAiL 17 18 ` 'lot S' O" _ i 1 ffto 000 _ ,. -- - — -�' ---.-._. _ _-._.. _. . ..._._ � -----, }i.•.-._—.._t.__...,. __._,-�l_" "-__...`•_. ?'�_— ___: '.�.w�l�! r�-__ - - jib----_ ,f -,r•--��� """ram .___•__— ,,.c �� -_.____.�I ' �"�... .._._' °�°'..,._".!�'� _; _______. .t —.,e'" "`aN- _"� ---------i� -_�' � , - j 70C M! H -4'' 0' 6, r . ! rp- 8"M.O. c 1 _ _ COW*- APt'DA► . � a; � ;,•i 1 _, - _. ..• ::;.....k......,,:.t.:- .,..,>.,wa,ar.o-.:.._,r,raiVis M-0 r j (?yp� �=j b� .rrsy r w ACfu!1 MVE 1 FYC'TK}►i l vt�i �. A or t2t�c7p 5 trig i j t 1 A I . r— ' , t.0 s it rf 1 !1 , { r <'E. RETAIL 20 r 11 - - 1 rt r U ,• 1 rr I! f u 61 rr i u 1 a ' r1 t - F., `+" 1911 �1 / 0 { / r: {r3 -F, M 0. <� P� 8 M_�. CA if3' 8 m 0. (O - 4 iF3 - B M.O. !o-ti I� ;�. f�l...• +� � ..1 50.wQ 18 P M.O. �O 38-E3 M.O. o _ .. __ 10 5• LAN C � - _ t v ( PAP . _._ _ _. 13 0 10 I _ _ 1 2 3: G! 5 6 8 91 0131 VGA L L PA,i?T1-T�JN S COIN -j�l t� �S(-'P P a-1Q1,� — , - _ N , r I � IUtF 13' J , .. � � Lt£ADEP Q 4.t.r�� iJ 5' / - `_ _. . _ _ _ 11'► iJCITNM �AL7�R 2 G STUDS 2.4 O.C.- g" SPEETROCK TA10 SIDES - 5l2" FIFA- G�h.J 1NSL;L _ -_ _ _ f • _ -i r 5 L t_L1_1r F't_ 1E < H 2a+� . s I� B-r' t= a � I 2 6 S+L` S 16" 0 C `fg'' SuEETR4CN: 41tE S1 JE - 5'f2" F IBGRGLI-S gLL�.NKET TYPE t i tSiJ .ATlU11 - 5�1, GDx P :(W'D W 4'INY! B VE�_ 5{tJ) 1G Of1�+S1GE - STUDS UNDEP TR SSE5'_ DRAIN _1 2x 4 STUDS 16" O.C.- Yz" SUFETROCK TWO SIDES - 3,1Y FiBFRGLAS- 1 If � i � Y 1 111 1 1} 1 11 1 11 t tl ! u 1 rJ'� 3 6-() ?•G f� '8 N S? (a- 3 I 3 uR 2xro M,�__ ,A'- I - STUDS f� o.0 - 2 PL':' �� F;R r�OD� GYM BD. JM1 't )E - 2 PLY I f l- F,RF-S�1 E'1. - S,4AI , '._t}'J F�t tik f' U`,� �'-X F- t;' i. n tl it ...�. t n t• d rl�I'A �' . 'v ►JAILS G. DG~.�: F1E I L t >_ T a I p C) �) - 2 X6 "'MIDS 16 J.C. - 4 SUES ) ROCK ()�lE SIDE - 5 F.rs..:N,�.-; UX Wj lO aA 1, ©. J ' L, I n E � ,. r r , s M JI r i I 1 RJVf 11011?OVA/l�', 51Z �.: 'ACE G` A1N VE,�.,. �S :�'d � . s T Top � 'v ^.7N7. I-tOrn7 L?,- �fi�: � ?-VVF- '' Old S�It.A71A{Z - � FACT. F3�',ICY VENEER. .' _ W/LocA IONS ICov O.C. Lam© 1 EA.RING --- 2"^pX W;`i0'J ^0M, sa.,', 4" � ExES �` 10"0..:. FlEl-J FACE ';RA1l,4 HOP`,''. 114';` �"ONT• i ' � _ I T IJt.Jr Ur_I.lt-[`I�1.7 "� ����' 41-IF 4;,�t':!�'"�''; TW�� SJi?I=:�. �- t •�: :.i 1.._ ; � 1 �''1 -e..- e - -", .. _1{ r. { A ;yr r- I ( 2xG STUDS 16" U-"; -- CC'x ©ICE SDE NNl.o"4 L^. '�',. 31-�.°v'. O.C. ED�,ES 10 O.C. FtEM FACE GR.� t-i r f 1 I i BLOCY:ING x -N', S;i.L ,� TO GAF3t.E PFAK -- g SWPETROCK 1N: DE FAZE — TYVEK ON S�,,:ATwG --- 4 F,A,GI. ERIC:K `V E° 2xro 16"O.C. -- Y2 " CDX TWO SIDES *iod cvM. GAt:v. 4" O.C. EDGES � (0"0,C. Fl�,o, FACE GP,Alt� VF-VT{C� W1 C0147 .. ---- _-- _ _ _ _ _ w__.___ - _`_ = -- - .- _ TFIW)�' LUFf AssmiATF01 EDGE BLOCY NG MOM S{t._L t! 70 GA !Lt MkX - % SUEETRc�CK ONE SIDE I I 2xG STUDS 16" O-C.-y2u CDX ONE SIDE W% }0" COM. t�A%V �{"O.0 El;'GEC� 10''p.C. i±IEW� FAGF GP,A:N N©P.f7 �At� CONT 25'-0' EDGE BLOCK{Nv FROM SILL t TO PEA;/ OFF Tor F'. �f�" SNEFTROCI-�' ONE. SIDL 14 SCALE REVISIONS BY OA'r 0A tF _ F-L P. I C' R R M _..._4 _ _. 1 ,1f Z Q % 1v1 �Tc P ,SAL NOTESt LINE-- 1. Certification is for structure only. 2. Use Group M (Mercantile ) I0 Class of Construction 4A. 3. Construction Class 4A Fire Protection: _.;.- Fire Separation Walls - 3 hr �-- � 025 (J 2r5.� Outside Walls - 1 hr Interior Bearing Walls - 1 hr 1st Floor Ceiling I h r { Tenant Unit Separation - 1 hr 6 ,Q 31�„ � 31 r „ kk 1 1 k' 4. IAW State Building Cade Para. 706.3 post Floor Live Loads as: C� <_ 91.(11_. .__._. I -[j 3-6 9�-b �$�a 1st Floor - 100 1b/sq ft to ,r . _. _ _ _ 7EtINI CAL. SPECIFICATIONS: o ,. _. . Cwi. PLATFORt«t Fa !� 'TYE'. EA.SVC. ! 1. Roof Decking - 5/8" APA Rated Sheathing, EXP. 1, Minimum PII cP► ! tNTRAiK"E ; is 32/16. Nails 10d - Apply IAW instructions .,P(3 S-2. Face' _ --- --- -- - - ,�-- panel joints `!` griin� is perpendicular to trusses. Continuous p parallel to roof trusses are not permited. , At . fire separation f 1 4" " wall/roof nter ace apply 3/ FRT AFR Ratwd .,Sheathin EXP ,1.= �ti 2. Sidewalls 1 1/2" or 5/8" APA Rated Sheathrtq, It i, Minia�uur PT L ( - - - " ki t ��+i•�--�- ' '•t --� � �� .�L � 24/0. Nails 8d 6 on edges, 10 intermediate. Face grain is f �� I � { =_� ,';- horizontal , normal siding surface out. Applications per side 14► ' ; ti and special nail patterns IAW instructions PG . A-1. 3. Roof Trusses - Modified 6 Panel Howe, spaced 24" o. c. - Interior Bearing at Cantilevers as shown. I i may-- _ 1 r.- ` - Final design TBD by Truss Mfg. + RETAI L 5 `► 1 p q ft j -�� ---- - �171i I - Roof Truss Loads Tap Chord Dead = 10 lb/sq ft Bot Chord Live = 10 lb/sq ft Bat Chord Dead - 15 1b/sq ft I j I I !! - All duration factors are 1.0. I I 4. Construction & permanent truss bracing shown on PG A-5. Start ' ' 30 0 11 e � ( roof deck sheathing at gable corners immediately. 25 - O �� -O` 2$'wpll i 5. Top Chords - Continuously splice 2 - 2" x 6" #1 or BTR S-P-F or - �, - • #2 or BTR H-Fir. Minimum Ft >= 650 PSI . Bolt all butt splices IAW instructions PG S-2. <t 6. Sidewal 1 Support Studding - 2" x 6" #2 or BTR S-P-F spaced 16" O. C. Min Fc( 11 ) >= 750 PSI and E = 1 , 300,000 PSI. _ P 1 Minimum PII i 7. Wind Shearwalls 1/2 APA Rated Sheathing, EX , RF---k-�S'L_ RETAIL is 24/0. Nails 6d - 6" on edges, 10" intermediate. Face grain - --- - ` - - - ------ --- II - - --- -- --- is horizontal , normal siding surface out. Applications per side l and special nail patterns IAW instructions PG A-1. S. Headers. �- d� R��i��L * � i 1 Rear Double Doors 3 - 2x12 #2 or BTR D-Fir - ---_._._---._�- -- II w/ dbl jack studs Gable End Window Spans to 6' 6" 2 - 2x10 #2 or BTR S-P-F Gable End Window Spans - 18' 8" 2 - 2x12 #2 or BTR D-Fir x 11" x R.L. steel flitch plate and dbl jack studs _ f.-,, �, �, .p �:g�� � t+,.,�rral:stOE or voor-, � + --� -- � ; , 9. Storefront Roof Support Beams and Walk-thru Entry Beams: -� J I t _ �. "' ;z 10' 0" & 12' 8" spans lOWF22 ASTM Grade 36 Steel 18' 8" spans 16WF31 ASTM Grade 36 Steel G _ONC1 _ -j! AI✓RON *e Alternate - Heavy Wood Truss by Truss Mfg. f -- = txt - Design Load = 1 . 9 kip/1 f at duration factor 1 .0. . _ ' 1Q.- Beam Sleepers - The continuous top chord is bolted to tap, `flange. r" Use 1/2" dia bolts staggered each side 24" o.c. � ; 'f? :11. All Beam Roof Support Posts - 6" x 6" #1 or BTR D-Fir. Minimum -�-. L Fc0l ) >= 1,000 PSI . Continue shearwal l sheathing onto support * ` l 3 i post. All top plates are 1/2" x 5.5" x 5.5" ASTM Grade 36 steel,. :, - - ** Alternate - 4" Standard Heavyweight steel pipe column with a 5/8" x 6" x 6" bottom plate. Both top & bottom plates contin- uously fillet welded to pipe column and top plate welded to beam. (U Note - this requires additional foundation bolts to secure the ~ r ! base plate to the foundation. Use 2 ea 3/4" x 12" bolts/plate. 51 0" �;. L�t�l'- 2� 5'-' ' �+' � 12. Framing Anchors - TECO "Ty-Down, .Junior" tied from each truss to -. t I - -�_-_ -_ _ , i, 1 y !!i k 13 '$ ; z he double top plate. Nail IAW enclosed instructions. - -^~ - ^- --- -- -- 13. Foundation Anchors - SIMPSON Strong-Ties sized and spaced 4. as shown. Additional foundation bolt anchorage using3L/4 x 12' .1 standard hook bolts are spaced as shown. 1 -14. Provide a slightly negative slope 3/4" 1" per 12" run away from I ! building foundation. Slope ground or concrete as applicable. c� 15. Re-bar - Clean and free from heavy rust. Grade 40 ASTM A615 or Grade 60 6x6 - 6x6 WWM 01 6 J•7 - Minimum bar lap distance: 22 1/2" for #5, 18" for *4 ` i� E £ E ty, -f _/-.� ', 16. Concrete - Footings and Walls- Minimum f'c 2,500 PSI. �J 2 - Floors - Minimum f c 2, 500 PSI. and no forklift loads. ".�"_ _ RETAIL. _ �,- A.6 / - Steel Bar coverage as shown, per ACI . -- I '� - Maximum aggregate size - 3/8" -- cy - Type lA 5-7y air entrained cement. �TYP) �7YP) f - Slump Range 2-4" . I6 - Strip wall forms no sooner than 24 hours. - Strip slab forms no sooner than 4$ hours. r.9a�' \ + + ] \ - Formed in place footers are allowed. Prior to �.i footer placement wet soil with water. See Note 19. �T_ l Y o �- - - 17. Fill (Backfill ) - To consist of clean, compactible material ex- -___ .._ _ _ _. __.._._-,ram" _ __w� tending into in-situ gravelly-sand subbase. Upon �, `Ol r - �T �_ T. ch excavation of holes base to be mechanically compacted r - i with roller or plate compactor prior to placing formed -1E in place footers or floor slabs. i --- 18. Retaining Wall Drainage - Install 3" dia. weep holes 8' O" o.c. through wall with invert slightly above wall intersection with finished pavement surface. 19. Foundation design assumes sail is a coarse gravel-sand mixture C �?i with some cobbles in a medium state. Should poor in-situ material OlJ ='+ be encountered a more detailed analysis is required. a0 N ' fl �,,,r,��� �`- '•� � Design Allowable Nearing = ;:, 000 lbfsq ft R , Retaining Wall Bar Schedule: t , Location: Type/Spacing: Length: ACI Cover- - - _ _. _, _..._. ___-____-- --____ - ; ��;.: , . - - •� ter-- --------______________-- ___-----------_______------------ Foo transverse #4 @ 16" o. c. lapped 3" minimum from bottom _ longitudinal #4 @ 14" o. c. contin. 3" minimum frow bottom and sides Wa11 i-4 vertical O/S #4 @ 16" o. c. lapped 2" from face horizontal #4 @ 10" o. c. contin. behind vertical bars /',•DI'--- ---1"l�4UM.QJ3'•4"� . .. _'�'�- $ 'I•�:',._. 3'.gkE� Oi--�` w> C7 M �F WALLS �PARTITONS COMf�OSiT10N DESCRIPTION „ j 2 K G STUDS 24 O.C--% SAEETROCK 7M MI0 S-� 5/2 F15ERGLAS 1NSUL. I 6Q -O y 2-6 STUDS 1611 O.C., %" SUEETROCK ONE SIDE - 5�" FIBERGLAS 5LANKET TYPE V' INSULATION-tea" CDX PLYW'D Wf VINYL. BEVEL SIDING OUTSIDE �- STUDS UNDER TRUSSES-- �C 2- 4 STUDS 16" O.C.- Xz" S14EETROCK TWO SIDES 3/'2" FIBERGLAS- ioo`: HOLDOWH SIZE w d _•" � �---'� w!LQCA'TroN D F i R E S�E L.DE S�FTL�1 ERS 240 ONE LAYER ye WA, 1.SOAP.D BD. OU>; SIDE - 2 ?LY t _ _ ...,.-. . . . FLOOR PLAN GAS - f K 2x6 STUDS 16" O.C. -5 "SPEETROCK ONE SIDE - 5' " F.G,?NS.-I'"CDX ,W IOd COM. GALV NAILS 4%1 C-EDGES 10"O,C, FIELD '' `� ,: `# Assoo a�5 FACE GRAIN VEM. i-P,OM SILL 0 TO TOP ;' WJCONT. U0P2 8LOCk"G --- TVVEK ON SI-IEATri'G - 4" FACE BRICK VENEER pA� 1 ( � N:�J COM'• ' S�T I "N DL�CRIPTION__..- .. . .. NG_ STUD LOAD BEARING PARTITION - Y2k'CDX Wf IOd COM. GALV. 4"O.C. EDGES F 100O.C.FIELD FACE GRAIN NORM' W1CONT f- I EDGE BLOCKING- J�" S1-IEt.,r OCW( TWO SIDES - PI-YWOOD E�L7rH SIDES OF PAti?T 1TiON F7V_0M ISM- -M PEAK 1` LL'. �": t� 1 l `: ; - r �, 2X6 STUDS I6" O.C_-y2"CDX ouE SIDE W/104 COM. GALV. 4" O.C. EDGES � 10"O.C.FIELD FACE GW,IN IaCP Z.Wf CONT. EDGE_ V BLOCKING FROM SILL t TO GAZLE PEAK - �g" SWEETROCK INSIDE FACE - -P(VEK ON SWF_ATN'G - 4' FkCE BRICK YENEER SCALE REVISIONS Hi °ATk A,6 2X6 STUDS 16"4•C:-_ 2� C QX TWO SLUES W/10d COM. GALV. 4' O.C.EDGES � 10"0.C. FI1 LD,, FACE GRAIN VERTICAL W1 CONT _ u EDGE- BLOCKING -FROM SILL It TO GABLE PEAK - %'SIIEETROCK ONE SIDE DATE -- - ZVG STUDS 16" O.C-;- " CDX ONE SIDE W/ )Od COM. GALV 4"o.C- EDGES 10"O,C. f=IELD, FACE GRAJN- NORIz Wl-cON2_ EDGE BLOCKING, FROM SILL F?. 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FASTEN R SCNEDUL ' `' �• -o , — f No. ;atv. To flatter To Plates To S','. Ma>Imn JAM —NOTt :4 LATEv,AJL BRACING r • -, s ,�/ • ki1 1A y' 4 Bd _ 4-bd 10 SICK OF STRIC7tJRI" ' H2 18 qa 5-8d 5 @d 3i0 i� H2 5 IR a 5 Ad / l0 6A4 4 10 6 8d _ 370 r / T RUBS !lOTE 1 r"` 4 _ H2.5 NJ 18 9a 4'81, e.gd J05. ' TRUSS BRACING D1t\GPt� 1A ALL MOTE WUMPr'FTl RErrk TO t`o-rES THIS sNF_FT !� PKAGIt"K, - �— d - �• ►JG�7E'•2�X� P�RRC16 I ol 7 ROO F T P, U SSE BY THE I (f \y - R0r) F TRUSS F �' BY TUE ��` T R L.! S S M A h! '_7 F A t''T' L) R'E { t C , 1' RIJSS MATlUF7NC. I La ? ._, I . �y4Bu�ct ►G M001PIED 6 PANEL N. �+rF 'A' mM,F .* - �; �� PtGGYP,AC_Y TOE 1 �\ S-6, S.1 ) TRUSS TY DOWN _ . \`S Es RA ING �4 LAT P_>RACIN �� � T R G t v __ 4 r f 1 i , � l t. T = I QI1 E, A 1 , 41t 1-04 �E�i.•I". -''Ot� PLATE 1 g - 9 a 9- 9 - x �x�� + W - * % -ray x' r ? 4 D!A a 0 L 1jA E1d2ACE ! ,rivet. ._. eta >, 1. rrt, �. ao4 s lea O.C. 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