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MECH1308-0079-Planscy.) r14 UJ M. (D cy 00 u F-- u- 0 c) < V) U-1 Ly LLJ 0 r-L ce. ce. ap co LLJ LJL u-i r-L 77' 0 ui ca > 0 Lu r-n M L'LJ 0 < 0 > —i Lu 0 > 0 ru 0 1=0 xrosov u.i < wm R arm 0 u I'Ll cy- U-i U U) LLJ 0 ce CL V) ui ce- a :z) 0 CL 2: LLJ < 71F, ce C:> LLJ LL. F- Z . pre , 0 n. (D 0 LL- CL 0 uj 0 r .L U cy LLJ C:) < ce 0 0 0 LJJ u- z 0 V) < Ui ce Z UJ 00 > .-J --J 0 ui V) 0 U) V) 0 U uj C L 0 ce 0 uj 0 C93 u LLJ z sf) 0 Lu ca U.J Zj LU LLJ U) 0 uJ LU z Ly- CL Qr) ce Lij z a 0 > 0 U m: Ui Ln ui Z Lju 0 LLJ ce- CO cy a- 0 < Lu 0 Z U-i LU r-L LLI < uj LJLJ 0 F-- u < LLI U U-J 0 LL- 0 uj LU uaa u— z 0 Ln z 0 LLJ < 0 Z C)e uj CL < z > Lu C) >- Nx Ui Z P-1 ui LL- (D " u LLJ C? Llj u- V) u F- 0 (D Lu ce 00 LLJ 0 Z LL-1 = U) F� < t3 0 uj ce o LLJ CQ LU ;z u z --j 0 0 u- < . . . . . ............ ................................ . . . ....... 2 x 6 5/1619 x 4" LAG SCRE @ 16" O.C. S i3 A RT11 6" OFF ENDS 11111 Pill Milk 1 " STRAP w/ ALL HOLES FILLED PER. MANUFACTURER POST #2 SYP. POST TO STAIR CONNECTION— SCALE: 1/2' 1 mom .1%.011 (3) 2 x 12 SYP. STRINGERS Y R TREADS" CARPE 3/4" CDX PLY, ('HARDWOOD) 1/2" PLYWOOD 13 '3_ ALL GLUED & NAILED w/ 16d NAILS # EA. LOCATION ' E�� ,t, ,\ I' `,� Iit sl�•. I'' ,. + ` `� '1�1 ix 3 ,; l.t I\ 1 ,.,' 3 11 `h �j i! t� \1 }1, i3 SCALE: 1/2 1 " STRAP w/ ALL HOLES FlLl.,.ED,,', PER. MANUFACTURER POST TO STAIR CONNECTION SCALE: 1/2" ow"1' -001 17 SCALE: 1/2" mm"V41 DOUBLE 2x4" #2 S'T"P. NAILED TOGETHER w/16d @ 161wo'c' lee HILTI 1" CONCRETE 'FASTENERS W 1-0 1-10E )ST N WAI..--.I.-- 61�811 ----- ----- - - ------- ------------ � AV' E R 0 5 -� A R F -� �A F t CONCRETE: FELT w/ (2 ROWS) OF 1/)11 x 3" TITAN SCREWS it 0.a OR TAPCONS @ 16 SEE PLAN FOR WALL TYPE FOR WOOD- I (2 ROWS) OF 5/16" x 4" LAGS SC R EWS " 16" 0.1 �CY 0 LANDING PLATFORM TO WALL .. ............... pit TO CIE BEST OF MY KNQWl.FDC7F, 7-FIE MIR! 1.) M-C70 041115 DRAWING COMPUES WrM TEF I1FPIICAV-e mm.:um mLDINi3 MDE IN EFW kS OF DATE OF CERTIFICATTUN BELOW, SHEET NUMBER SERIAL NUMBER 1010.0 m mu LU =0 U Ce 1-4 Ce 00 U F- U- 0 0 < tai Ln 2-P V) LLJ C) Ly 0 Uj LL- r-0 4 F- Uj LU ca > 0 Uj r--N 0 LLJ m 0 'Z 0 Uj 0 > 0 > LLJ LLj m LU 0 t� U LU a Q� Uj U M Uj 0 0 V) LLJ 7) 0 Z LLJ LLJ Ce Ci 0 27 (D 0 ILL- LIJ 00 U Lij C) C)r 0 n- 0 U-) LLj UL lid 02-lp U) CY Ch LL) ty, LLJ CL C) Uj cc > 0 0 LU (n 0 V) U) 0 _00 ce- (n Uj Ep m 0 CL 0 CO LLJ Ln V) 0 (D LLJ ca Co LU C)% LLJ < = Lij U.J U) _j Uj ;Mpp < RI Uj U < CA- oe ca (D ce- LU o LJLJ U U-i 2-0 Ln U5 0 Uj 0 U LU > - Ly- CL U-1 0 LU 0 U-j Q9 i-� < un (f) C) W 0 LLj 0 LU F- U Uj < C. U LJ.J 0 LU :r 0 LLJ Ce 21M 27" LL- 0 0 2f 0 n 0 cy. Ce Ljj < 6- > LJ-J 2 01 Uj L0 U- 2-P (D @I LU LL- LU 0 Uj < LU LL- U 0 LU r W -e ca LU 0 Uj Uj Co LU 0 U P---i 0 0 tw;z)S uALOUILATION -0.32 16,27 -4,67 Uphft Js,,---,a1(.Lj1ated w5 i,.J;,.vvidth x span x (Zone, G, (S. C .. WV)/2 -28.04 -.16.44 PS-F Unit Load (DL+ L-L) into trusse,., Wln(i 1-oi-ad bas(-.-d on AS(1.E 7-10 2 0 , (32 -9-01 -037 DV%/ 10 p (;ros,,-, Uplift pressures are reduced for dead vve;ght by this an,)ount D E f f e c'. t I V e vv'id 1h SPAN Fffec-hve Area RF.ACTION one I Uplift Zc)-ne 2 L]phft Zone 3 Ulplift M W F R S U p I ft Net LJolift (ft) 1, (I b) (PSO (P�,f) (P'sf) 1, Jr., 5 f) (i b) 2 16 32 880 31,75 45 29 71 . 2 3 -,52 348 1-4 2 16-5 33 908 33,37 3 514, 81,01 35. 2 h 1 6).3 50.4 1.386 34,48 58,97 87.65 5,2 617 T6 2 233 4 6.6 1282 34,08 56 96 85.24 35,2 561 T7 2 32.3 64,6 1777 3 2. 7 6 W38 7T34 35,2 735 G 1 7.5 16,3 12 2 1681 33.98 56A7 84,66 • 5. 2 733 G 5 6,3 23,5 148 01) 2036 31,5�3 44,47 'M26 5, 2 799 G6 8 1 32 2 7 8.4' 3828 31-58 44,47 M26 3 ,ay 5.2 '1502 G 7 7.8 23,5 183.3 2520 34.48 58.97 87-65 3 5 2 1122 R(.-�ac:tlon is as x spanx load / 2 -0.32 16,27 -4,67 Uphft Js,,---,a1(.Lj1ated w5 i,.J;,.vvidth x span x (Zone, G, (S. C .. WV)/2 -28.04 -.16.44 3 Wln(i 1-oi-ad bas(-.-d on AS(1.E 7-10 2 0 , (32 -9-01 -037 DV%/ 10 p (;ros,,-, Uplift pressures are reduced for dead vve;ght by this an,)ount 4 -0,41 INPUT DATA -7,27 -0,29 -1.82 Exposure category (B, C or 1), A'SCE7-10 26eT3) 1 E C, 18.54 Irnpor-tance factor (ASCE -7-10'Ta-bdo 1.5-2) 1W = 1.00 for all Category Basic wind speed �ASCE 7-10,,-!6.5,1 or 20,12 JBCO) V = 132 mph Topographic factor (ACSGJ-- 7-1(j26,8 'Table� 26,8-1) A0.28 -2868 3E ffi•ldillg height to cave -.25,95 9: 4 ft Building height to ridge h 193 ft Building lengtl-i -T1 .73 81 ft Building width B 40 ft 2 -0.32 16,27 -4,67 -0.69 -28.04 -.16.44 3 -0.46 2 0 , (32 -9-01 -037 -.17,73 -6,12 4 -0,41 -18.8-1 -7,27 -0,29 -1.82 -.155 1 E 0 - 76 18.54 3014 0,61 13.86 25A6 2E -053 -2236 -- 11 16 -1 07 A0.28 -2868 3E -0,63 -.25,95 -14. 34, -0,53 -2.2.88 -,11,28 4 E -0.58 -24,33 -T1 .73 -0.43 -19.66 -&06 36,32 6 -0,45 -20,30 -.810 -0.45 -20,30 -8,70 Net, Pressures (psf), Torsional Load Cases 'iiIGN SUMMARY hnn7nnt;;1 force m-m-nni to building lenoth L face 3036 kios Max hiorjzontal force normal to building length, 13, face 15.39 kips 51 ft-kip"'; Max total horizontal to r sioncal load 31 9 - 6 Max total upward force 100.49 kips ANALYSIS Velqjqj�y _pLqs �§_u.re 2 qh = 0.00256 Kf, Kt Kd V 34.21 psf where qj, velocity pressure at mean roof height, h, (Eq, 28,3-1 page, 298 & Eq, 30,3-1 page 316) K[, v(-.--flocity pressure exposure coefficient evaluated at height, h, (Ts :�Ab, 23.3-1, pg 299) 0.85 wind d Kd directionality factor, Tab. 26.6-1, for building, page 250) 04 85 1--i mean roof height (ft) 14.30 * 60 ft ,, [Sathsfactory] (ASCE 7-10 262-1) * Min (L, B), [Satisfactory] (ASCE 7-10 26.2-2) DesijLn preSSUres for MWFR.S p �& qj-1 [(G Cpf )-(G Cpj )] where: p =--, pressure in appropriate zone, (Eq. 28,4-1, page 298). Pfilln 16 p (ASCE 7-10 2&4,4) G Cp,, - product of gust effect factor external pressure coefficient, see table below, (Fig. 28.4-1, �-,)age300 & 301 G Cf) product of gust effect factor and internal pressure coefficierlt.(Tab. 26,11- , Enclosed Building, page 258) 018 or a width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(O, 1 B, 0. 1 L, 0,4h), MIN(0,04B, 0.041.-), 3] 4.48 ft Net Pressures (psf), Basic Load Cases Roof angle 0 .24-06 Roof angle 0 = 0.00 3 u, r f a Net with Not Pressure with G Cf.) f G Cpf (+GCp ,,...............Mw.... 1 0.54 11.67 23-27 0.40 7,09 18,69 Dpsi an_pLq slur es for co onents and clad d' p = qhl (G Cp) - (G Cpj)] where: p = presst..ire on component, (Eq. 30.4-1, pq 318) [�mm = Roof angle() T m 24,06 Surface Net F"ressure with G C�11 --,-: G)Cpf i P1 1T 0,54 2.92 5,82 2T -0,32 -4.07 -1,17 31' -0,46 -5,15 -2,25 4T -0,4-1 -4,72 -1.82 Positive Negative R(�)(-)f angle 0 0,00 Su rface, NE--,,t Pressure with --55 4 G Cp (+ G C, G PI) 1 T 0,40 1,77 4.67 2T -0,69 -T01 -4-11 '3T -0,37 -4�43 --1.53 .2179 'iiIGN SUMMARY hnn7nnt;;1 force m-m-nni to building lenoth L face 3036 kios Max hiorjzontal force normal to building length, 13, face 15.39 kips 51 ft-kip"'; Max total horizontal to r sioncal load 31 9 - 6 Max total upward force 100.49 kips ANALYSIS Velqjqj�y _pLqs �§_u.re 2 qh = 0.00256 Kf, Kt Kd V 34.21 psf where qj, velocity pressure at mean roof height, h, (Eq, 28,3-1 page, 298 & Eq, 30,3-1 page 316) K[, v(-.--flocity pressure exposure coefficient evaluated at height, h, (Ts :�Ab, 23.3-1, pg 299) 0.85 wind d Kd directionality factor, Tab. 26.6-1, for building, page 250) 04 85 1--i mean roof height (ft) 14.30 * 60 ft ,, [Sathsfactory] (ASCE 7-10 262-1) * Min (L, B), [Satisfactory] (ASCE 7-10 26.2-2) DesijLn preSSUres for MWFR.S p �& qj-1 [(G Cpf )-(G Cpj )] where: p =--, pressure in appropriate zone, (Eq. 28,4-1, page 298). Pfilln 16 p (ASCE 7-10 2&4,4) G Cp,, - product of gust effect factor external pressure coefficient, see table below, (Fig. 28.4-1, �-,)age300 & 301 G Cf) product of gust effect factor and internal pressure coefficierlt.(Tab. 26,11- , Enclosed Building, page 258) 018 or a width of edge strips, Fig 28.4-1, note 9, page 301, MAX[ MIN(O, 1 B, 0. 1 L, 0,4h), MIN(0,04B, 0.041.-), 3] 4.48 ft Net Pressures (psf), Basic Load Cases Roof angle 0 .24-06 Roof angle 0 = 0.00 3 u, r f a Net with Not Pressure with G Cf.) f G Cpf (+GCp ,,...............Mw.... 1 0.54 11.67 23-27 0.40 7,09 18,69 Dpsi an_pLq slur es for co onents and clad d' p = qhl (G Cp) - (G Cpj)] where: p = presst..ire on component, (Eq. 30.4-1, pq 318) [�mm = 16.00 p (A SCE 7-10 3022.) G C�11 --,-: external see table below. (ASCE'7-10 30A.2) ornp. & Cladding Zone 1 Zone 2 • Pressure positive Negative Positive Negative -Zone 3 Positive Negative Positive Negative psf 19,97 -33.84 '19.97 --55 4 19,97 -83,77 36,32 -39,54 Zone 5 Positive Negative 36,32 T 0 2 5 P J Walls Roo . .. . ........ T5 G4 1- 0 W E R RO 0 G6 T7 G3 T6 G7 U P P E R R 0 0 TOTHE BE -5r of KY KNQWLFDGE, T-HE DESIQ-N DEPIC71EDON 11115 DRAWING COMPLIES WMi THE APPLICABLE MINIMUM BUILDING CODE IN ErFECT AS OF DATE OF CER71FICATION BELOW. SET REVISION INFO ... . . . . ............ ........ Sl-,i-.E-.E T--D.E�SC-R.l PTION ROOF CA LC U LA - 10" N PROJECT NAME PARKLAND GOLF & C&AMBASSADOR ------ ----- SHEET NUMBER ................... ... .. ....... . ..... SERIAL NUMBER 1010.0 7! 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LLJ ELD --i qj M wo WZ3 < LLJ U) < U) C)e Uj X 2, - ch Q u) (M LLJ -, 0 cx-� Ln (n �o (n Ce < (1) n CA NZ 0 UJ a ED 0 ... 4 M W :g: y- C) �4 I'll, ,O 14 Uj M < �- U 2� C� < -- ) 0 Uj = UPY— V) LLI F- 0 U-- U) ;e 0 Lij 2: I.- I Qj mi. CO (f) ;2 W ccue 2M Lj- ;Z C� Z: 2;' C) U) :5 =E C1. - V) 0 0 L- (0" -) zr- P. ff ,30 ;Z U Q-1 < < K CI) j- ki 0 a Q�. at " LLJ < K- C1. ��- ,71r q- > I_ 14 >- . 0 5- :;m LLJ Q Q 7-F P--q UJ W ;Z < 0 �h�- UK 211-1 U C) LLI C1r.-L 0 (j) a� W ry.10 . <: UJ 3: !I! ,�, M- . 1�--1 V) F- Q) I- - Z: 0 2! X: �4 a (9 K- ., P4 kq M W (n 3: C�e C,0 Uj 0 2! U.j �- �, C,) �Z: u) V4 F.-I = < L; 0 ..E: Lj.j EX-0 0 LLJ Co LU �-� Z! __j U �K-� -j a --J Lul- ! j (") (m) Lul_ < U I- (C) �-..--.-.......--....-...",....,-.---..-.-.-.-...-a -- - - � . . . . . . . . ........ ...... . ..... ... ......... ... ... .. .. .... . . .. ... � ...1.1.11 . ... .. .. - ... .. - � � 1. !, - , - - , - - - . � ; I . . . . 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I .... . j- A!"terial Prorjertkvs ,S'oil [)es�,jr,l vaikles f c : Go n c i, �,,,�, loe 2 8 d,�,,, y � 1, �t �,-,, n g t h �,� 3 A) kv AHo,,�r,,,J��e Soil Bearing I= 2.50 � �-; i I -�, fe, b ii r Y � e � d Z �-.-, 0. 0 ksi "y , F ... - -11 inusase Beadng By Wbng Wwgh,t y 0 ,,, F,,,- ftoxrete Ela�tic �Vlodulu�,� ', ,'3 � 1 2 .'�.`. 0 k�,;i Soil flass[ve R(-,,-,�51,��ni o Jor Skding) = 250AJ pul Comet [Densilry Z 1450 jxf 'S,oiUC,or,cret�, F!-�',�on (".-,ee-fff .-;;, () 3 0 t; Was Fk�-,�x(Are q- (). 9 0 sc�il [)e- ign vahuw,� "5 0 Shear, :"-. 0 / � lncreas��--s 1-1�-�on,,,e0 ,�,,ri i-,�,ohny� Uu,pfll � � , r�., R,""',�.-!.,�� n�'.'.T�,�,� �'.��..-,�,�-,,.,� S��,,,-�(�e = �1 , -, � � �-, � y ",> � .,� ��:� ��'..,r, �. ." , _.,. �, ej - ', �.,,I�n, f--�!,(-"�-,� re"', 131;,�;�d�ng pr;�Inf. -,� 0 a ,k) (11 0 I 0 - , .'., � P�:j ",)�', f " (), ! �-, ;�j'�."�r �"�'��'�""' I " �, , � , �j; (", i j r', ,,.,:, 1_ , , " , " � �:"" , K! NP Alow 7,-'-., Ternip, Reir-4 -:. J)0C��,1�310 :�11 oAwn base Wmg is heh,,� fl, tvl�r,� "..-)�,erkhjrnin,g Safoty Fac,lor 1'1� i 0 1 Increases WsQ on 1woUng Wicith �'t'jj(,S .1 j�jj!,,,g Si.-;l 10 I , fety Fp,cl,cy, -" 'C `�`�'. p � r r') � t � �c h '1�111 �� S ,,, All � ow P,T ,`5 S U 1'(,� 1 11, (1 1,; -� ",L! C' f C 0 f ', " ,' A,�tc,,Calc Fao�,�nq 'A!e�gh,,! as U y e .�.�; - 1,0en footing is .,�ii��!,,�r :he,n, = I! Dirnerishrus I—— - ...... I— . ............ ... � -"�-�-.-,�--,--,---��-�-�-,.--�.�----,--.--� ...... ... ,--.-- --�.-�.�-.-..�.-�.-�.-.-.....�-...-� RAnforcing _�__ . ...... ...... .... . I . ... ....... - . ...... .. ... ......... .....1.1 . . ........ 1-.1-. ...-.. . .. . ..... - ..- -.-----.-- - . . ...... � .. . . ... . .... � . ...... � ... ... ............... ±a±L:!2:- ["oot,fly Vy'�ct r", 2�O ft ]"Nxt�ng lhicknies ;;� 20J) ,i,: Bars aloing X�X Axi�,, Wall Plakness 9 8, 0 irl F�,ebar [r,, , VVi d th , F_, - -, of Convet ,. �,' of Bars �n 120 'Z 1 (',enterl� , ko Edge e 4 Vdal center obel at Flottoul of fooling = K; d; R,�-mforc.inq Bar Size 1Z 11 3 frorn i�enter c-,f fc,ot�ng z, 4�5 in� I � . I - ... I . .. . . . . . . .... .. ... . . .. . . . . .... . . . .. ...... . . . . . .. ........................ ... ..... . . I . ..............'.... .. . . I I . . ... ... � I—- .. ... . . - � .. I ... .. � 1. I . . ..... ... ..... . . . I 1 .. ... ...... 1 � . j � 7 � � . � � 1.1.1:. .1. . 11: � � " � " " ', . .. , . I.- ... , � 0 . . � .... . � �� - . .. . �� .. :�. ...�...]I��.. .i�: ��:� . :�, ,. 1 :�� .. . .. I : i .� . .. �:: ��:::. � �:::::: . 1: � � . � I I I I . I I ! �: I I � , �� ,:� � , � � � � � , � , 1 � � , � * .. .,,.�:', 41, _ I � r, ! � 7, , -, ' " -, �",7','�,,--;!!,�! ""!"'.- :,:�-.,�" � �' �'� ': , , , , �' V �. , ,7 � T � �..,. , '. ,7 ��,. ..... � I !:: �:�: 7 �:..:,.:�� : �.: � :.: � . � ��., , � I - - , I , , � ,� :` �-%,� ,,:�, I", �.�,,: " �1: . j q 1TIZAM"', I � � I . .1 0 �, " " �— � � � !'" : I : i : � � � "', " i � i i � 1 . , � , . . - � - � , , : , :�',,,,',�T: . � . � , " . I : . � "I'll"�,,�l.-I�,�l---"�".,-7' I � � ` , . ... 77� 1 � � 111� '' � : �''' C '' , , 1, , , v�! 1 , , 1 1 I , 1 >�- 1 n � �- , � ,� A , WTHIK I' "' , , : � , �,, " ^ ': "4, % Z�,�,,, , , " is :"��-,, .... " �W i:Z: .',�"1111'11 � � � �' got , y r RIA UMMM y- & M - m a, 1�,� �� : I 1 1, I � 1 t. . . "I � I . . . - � 1 1 I I 1 1 i � I � i , � I I I I �,, 11 1, � I `:Nv,,N`a,��,N; � I i" 1 1, `�l 1'! �! ,� �� z:np 1 � t , , , ��", ��,,� , , �, i , r � .111"I.- - . �ll,��,��"-"�,,�"-",-,",,�'�"""-"��""I�"-�-"�,,".�"..LL.�..,-"�-� , , "i�,, , . , 'I � � 1 , �,,� I V I 111104 1 � , ,,'. .. , , , "" - .. , , -� j,.1 .1 - 1T � , I �:, i-, -,^- - i 4 I 'i , [ T", : i " 1 �� .. �,:,:�."...�.�...... , . ,� .. ,� . :j, . I., � , , . i ", . . . . .. 1. I .. 11. .....'..", ... ........ .. I-— .. .. . . 1 � q," � �:": i , . I I ': -1,11 j I -:,�J, —�F�=,- T - 0 x.I i a�-101, 'A" 1.-ZF--b " � : 4 � Applied Lo,ads I ... �...�.��-�",,,,�",.-,�-,�l-.�11-1-11-11,111-1-�l.-I'll",�l--,�""�-",�,,--l-1-1-,,�".-�,,�'I .... ��, ........... � ... . ... ............. ... . ........... .. .1 .......... .... . . ....1. ... I . I I .. I I..., I . I I— . ...... � .. .... I..... 1. ...... I......... . . . ...... I ... .. . 11 .... .. 11 .. ... I I I I I I 1. 1. .........., I I 1.11 � � -- ... 11-111.11-11-1 ..".., .... ................... .. .... ........".-r ..... .... ..... 11.1-1.1.1.1 ..... .1 ... . ..... , .... -.1.1.1-1.1-- ... ...... ..... ...... .... ��L�'-"""'"""'"""'"'"-l.........-...,..,...-..�,-,- : � �,� �� [! "':7 f I . Ci�)��j,n)ni. Lo-ad .) 7 U, � ... �11V 1-1.1 .... . . .1 .......... . .. .1 .. . . ....... ... . . . ........ '. . . � .. X 0 8. 0 0 � 60 - .j ,. e � ".,.. u,r 1" , n -1 � -) 8 : (. " , '(� � 4 :� x isf '�'- 404, -_: Vx applied :� N1 011 al)"')"e �,op of footing DES,,'.G�,,ISUMMARY .... . , �,Ai��, R'Air"') � � .-,, � o r,, , " -,r , -,%---- Z--v "' -r , , �, v ", :,� , ,,.,rop., , �� , , � , p � � I �11 � * Z, , I -jjjpr7 ,X I 11 I , 'er, �! ,� . . .... I.. .. . . . .........., ...... 0AM 260NA 11 i ... " " A k! k r'.." C a 11 � v 1 y (Anof rd i q Wad Con 11nam" . 1.1-1 111.111.1 ............... � ... � ............... 11-1 11111111I.- .... "I ......... .1. .. . ....... 11 I -1-1.1 VA S 5 0, T 63, 1 6 Soil Beanng 111111111111-1 1111.1-1.11- 11 I I'll, I I 11 . .1.1-1-1 .11 1-1-..'r.. r . " I " -1 . ""r, - 11 ". rr , -- ..... -.,--- ...... I 2188 k5f 2742 ksf 1 D+O 750b-+0, 7501-i 0 PAS S n.`�"I 0ve�tum,ing - Z.-Z 00 Wt 1) Q k J1 No 0verIurl."ing F'11 16L �"- I$ �a ' , �T. Sliding - X-X 0 0 k () 0 k No S14dinq P A 5 �i n i'a up!�ft 0 0 k 0 0) k No Uplift P X'S ,`� "i 13 G 073 1, S 7 Flexur,e �.i-X) 006119 Kt 8 362 to �'t +1 20D40Z0Ka2QS+E` � � ,',,I 11�1 1�-, (). 0 2 8 6 5 Z Fl,uxure (.X) (12395 k 4I 8 362 Oft +11000100020SK P,-,�,,.; S, nia 1 -way Shear (0) 0. 0 psi 82 I ��,�.,, p5i ria KIM 0.0 i - -,v-a y S r,, e a r ( - � ) 0,0 P"� 0 !) psi rv,a . . . . .1 �, ,::. �-..:.�.��' 11*111 Foating � ��.w ` ... .. . . . . . . . . ...... . .. .. ..... 1-.1- I , - � , , , - - ''' , "" ""' , � 16 ET...-- Ea�,"'-f"roL � nt'y 0,6�ar.,d '6k.'l ,& CC,�,�,,�,,b, l��t2�,,.�,,,,,-��,�c,r�5,-�,.7",��ILEPO,oxtgfVucmmtAOCAt&c .. .. . . .. . . - " --- - -----........,. . - .. . ....... .. .. - . ... I—— 1.1111....... - . 1. I—— I ......... . � : : � I . I . S") EJ . "' . ... .. ....... L"""'"""'""'-""''''"' . . .. . . .... ...... .......... ........ . �-�.�,-,.,.,,.,-","--,..,�"".�-��.-� .... --- ...... . ................ . .. I—. ......- ... 11 , , ' %� , .-- E =Mwad C,.4TaAQ,r,.J -,-,�!J -,, ,�;,'�,'��,��-,.,�,.-�t;-,i,,,,t2g-,r)��',F-T,ic',�"5,3, J,'nj,�Ig.iinewbqs .% of so cwc.e��'.-?`,, I ` , E NERCAK R, 4'.` I -.',,63"Z�1"' � -`1 �,��`,��!d' 6. ! 2r'.(,2 �!. ,,�.,Vi�061 2 a 16 �, il �1'1, "",,;" "�I."',"'�,�'�'�..",""�41,�', lkl'iRl�` 111-,`-,11�'11�1", ,�"1`1- �`,-��"111`1`1"'13M, ��Rm, 01-16M, liiiiiiii!IKLI:tll:l��iiiitittii `�--,;, ce,140n FXTERN)R FIG A �� ;�A 'l .� ! ��'! , . . . . . . F;',,,��,(.-mpl�l"n - �,�! ,i- �m,, �".'L " " "". Gfxle' P,k--,4(-.e�1-we-5 . . . . . . 11 . . - . . . . - - - - --- . --- - � . � I � . .. . ..., ... I . .. ....... I .... .......... .......... . ....... , I ... I ..... I ... 11 ... 11 . ..... .... . . . ....... . . . ... .1--1 ................. � ...... ..... � ...... 1 1 ......... . .1 I .. .... ......1. - [ c� a (I C, o rn 0 � n,,--,a t i o n s U s e�,J � 2 0 1 0 1 B C, & A,C-.-.' ) (" F � - 1 0 D e t,a i I e (i R �:,, s u I tc,, GanervalInformation - r ...-1.1-1- ........... ... �....,--.,--,�---,.-..�--.--.,-.-..-..-....�.....".- ----.1 . ..-.--.--...--.--....-....-----.-..,.,.--.��-�-�-��---,.-��-�--�--� - .....-......-..-...-...-...--.-.-.-..-...--:--..-.---.-.-.-.------.---.�.-�----.---.,-�-..-.-.---.-.�.-- --.,---.-.... -- 1... ... ...r.r . . . . . ..... ...... . .. . . . . . .... ......... . ...... - - -- . .... ....... ..... -.-- ..... � ........ . ....... .......-,.... sc�il [)e- ign vahuw,� ' _ ,-�C,�� ",",rj��.j ,� , �, �.,�j 3 1.0 kSj I= Ajlo"h�able �S�od Be,ar�m�� 2,50 .k�f fy i Rebar 'field Z� k"O.0 �Sl Increa,se Boanng By Fo.-,51,;ng 'V'i'eight ;:� Y e ,,, F,�-, : C,oqcrete Flask 140CIURIS To 3, 1 2.2 � 0 ksi , I'll, I . I— fGhm Av -, i" " 11. 11 ". I I I . 11,111 � 111 ,,, 111 11,11,11, ''""' -- ". "" ''...,..,.,. 1.� ...... ,� - , A -,-", �, �, � ,,,,, 1 5,, - � - 1 ;� ", ,�,- a , " , �""",K.Khh I I , lsf,', , , � � " �, , -, - ii,- ��j � � () , , " � i,.�,!, ,,, i ..... .. '...."',-i , ""' "' . ', i �i� "", - Load 0yubinstmi , G f . . . ...... "I�1.11.��ll.,��1.1��-�� -111.1 1.1 ... . ..... -.-.---- �,., � ""�,s� ."`�� ! i c", "y a b,! e� -- -... . . . . . .......... -.--,.,.,- ., �;:� �-, c Z�,�,�,,, . ....... .. .... ... --- .... t Z .. -... . ...... . ......... .. � + Z I X � X .. . ....... ... .. � -....- - - - - - - +.... �. . - � -- ----- -.1-1- Ratk') .... �..-I'�..-I..-'."-.1---.r.��-� .... I i, n r , 2142 A! 2W In - sten base Wing is Veto, : �i 0 2:0',Q k�,�,f 0,9802 �sf 11 . () I , `�-) 31�1"'1'11;�11 +Q 1, f 1-i Z742 ksf 1280 A %Wc FooUng Waght a� DL � 0.1 702 ks', 1,613 k,�f -, , � �. ,��'i. j � "', �� 1, 1. j,% , I L 17: �,v h e n f,,,,j o t in, g ,; ,i; I Q 0 582� . QW01 2 742 kst 3 403 in FooUng Thj,,J<nz,,s A 1 592 W 1024 Q V�iall 1 h�!ckn,es� Z, ,,$-() �n 0 S 6 -"�, QQ 7501A 0/500H 2 742 ksf 3 526 A huni center of Wong = 0 i n � I � I I . . .. . 01454 ksf 2188 ksf - -.-------------------- ------- L----------- -- ... .... ... - ------- -.. .. ...... . - 1 - � -.1-1 .. .11- .. ....... .......... ........... - . ... � .... I .. . . .... . ... .......... . ...... - I . ...., - .., i F- - 0 7 6 ,'�� +061501-0 75001-1 Z742 ksf 1 168 i ".) . i � .11 ..... .. , '.... . , " . 1 -Tl-- � �!.��!��, . ��:j� i , 1101 � i , � ��!:� i - I i � H -� ��"'1'1111""'::"",!,�: � 1"'�'�,:�-: ,,�,�, ""�` " 0 17,8A ksf 1,455 ksf � 1 ' , 1�:. - , � � I . , � , � f"I 5 3 1 +00 750WO 15001450AN11 Z742 ksf 3 526 in i O� 454 IQ Z088 0 . . . . lliii �;; , i . -�.__::-.,..--- 0 762 � T"03501 Q 75000350VUH 1042 k5f 3 168 H.) 1- t-j K�l I � it: � il.14 ��:11 ! - I � 0 1 �184 0 1 A 5 5 ks, f . 0. 11 50 . +1>0J,-,,C,1.; -0 75000 5250011 ' I- 2 742 kof 306 A 1 I P (")k")nIn Load � , ,,, a 1454 W U88 kst 1'.. .1 v"-, E H 1. I 1111. . .........'...'....'.. "I ... ,11,11111111 . . ..... .. ... ... .11 . "....'..1-1. 11.11 ...... I ,....,..,.. � 0 30 '� 0) 7U i TO 750L 0) T508 Q 02501 Q 2 742 Nsf 3 169 0-I i ., 11 , :. I � ,��:�:�;::�-::: � .1 � i � EV small M, �, a! X ksf 1 A55 Isf �,,�� ,n�r'��,'�-,..d,' 7'. DESIGN SUMMARY Q n ; 1. j St:,i , ,,- � V e - k , E, - , o, i � y "" .1h,"'n" --� , �, t I - . .. .. . . ...... ..�.-..�................-.--......�,� ..... . 1. - .... I—— .. ... ... ............... -...... . . .. . . ..... . ..... . . . .. ...... .... .... ....... ........-.,.-,-..................... .. ... .. . . . . . ....... ... - - -- Ws . �; ', -1 . . - � I..-.--. - --- ......................... U wymn n, �', ,'-' �., ". �,,, �.. f �� ! � � � "'.'j. t �"'�";. C' -..,r -� �� , . , �1 - - - -� " - ' (�-" (:," L, ', r, "-��', , � t' �� " �.�`, i 7 � ". "'. ,,,, �: � �: �.',',. , - ,.��.j � .. , '' - --��;',:!hr�� . . "I'l"--"",""",l-.,�'ll"��"I . ..... - .. ........... .. � ...... . . .... ... � ...... ..... � ... ..... "........... ............. , Ktollm, RKPIen" ................................,-�.�.�.�.,�,�.��..�-.11.�..-�.,I , � i--, - � ..... � .... 1 ..... 111- - . .... .... . .. � . ................. "" ,s,�, ',�-,��-,-.',.�',�i��ly,��,�tl('�, 6, � � i �- -, , " IN'. �.,.-! 1 - �i: 1'. � , , " i I.. I .r ... .- - - � ,,�� 11, ,,',� �, � � � 11-1-1 � �-, . - Footi�g Ha,-� �'N,C,, Overt"irniunig 0 () k No Skiding P A' S S n1a Wift 0,0 k �k 0 k No LIP141 PASS 0,01827 Z Rexwe (0) 0 08042 Wit Sliding St,'-%t-,��hly � � : : . : .: : ... � : :: . ... .- - - - -- - - - -- r r.'-.r ------ 111-1--1 ---- -- .................... . � ---------------- 1 ..... ---- - - ��-��.-..�-��..-.�.�..-�.�-�.��-..--� --- _1 ... 11 I ,�.' - " � , - �-,, ,�.,��i.,,� ', i,,��.,, A x , , �,,, ,.,,,, i,, r,, il i , -, , J � - -,,,, -d-,- -�- 1� e , 1 .,-,,-,,., ,,r,, � 'J, k � -, "U"'. ... . . """ "' , , , """',-, " """"' , ""' . , ! � , , ,:,e ,,,�� , -, � * - -�.�,�,� .... I.- .. .. . .... � .. .... .. ""' , .. .. ...... �,.,,�,,�. ... ... ............... . ......... 1 . . . ..... .... " -� slidl�!]�� S,;'-Jet J'Rat�o, 111111�, � �!21111ai�c, " a I'll- I 11-IT, I I I—, 1111 -- S � �,� ! �,.js I 11 111 I "I'll, I 111- 7------------ Foo"Ag-01" 060104',�g .. . Applied Loads ... 111,1111 1- ... - .......... ,� . . ....... ............. . ............................ , " , , " ; .... r . ............. . -,-,",--,�,�Ill'-"",-",-,-",-�.�-.-��-.,�..� .. . ......... ........ .............. . ... .... ...... ..... ......... ,1 --- ...... ... .............................. . .. I .. 111r11. ... 1r'r ... .... ...... . .............. I'�.r""�"�.�.��.��- 'I', ","I'll Pah)�,� .... � � D Lj . . .. I I I I 11.... I I � I... ". . P : CoWn Load' �11' 0 750 0-1-110 �. F� 1, -;, . I "I',"'', 1 I—, ..... I . . I I''.. I I 11 I 11 I 11".. I ................. 00 k Footing Fl�--.;xu,r� ��:�� . . : . .. ... . OB . 0verb!Jlde�l '11Z kst � +1 20010�5ftr+0.50L-,-V� ; I,/ x .:. �, .11�, r1 - . ... . . . .. ..... �"I'll�"�-��r'��llr�1-11�-1-1-�-11�1'r-�r�ll��,��r��,�ll,��:��i,��-,��-�.��,�+i,,�,-�..��,-� _ 1 1 �-,,,,,, i � � i,,, ,` , , � s :,, - � �, Load (0AT0%0K& .... ..... ... ...... .. ..... ... ... ... , , NY WhAN i ! ontion, ,,�`,,,,� 6�t,,,,t - ,,, .-, " ........ .. ...... � .... .... .......... .. i s -,� Re'N . ....... ... ........ � .... � ... .......... . . . 11 1- ... -r- --- ---- - - r Urn ins Actual As Pholdn r r r r r - - r ... -...1.1-1 ............ .111 '"'' , , '' ''" """" " " """""""""'""' """"''""""""" skm ""'"""' """""""""' """""""""""""""' " - ,� �-,�! � c,,r,+",,, ? " .. . ... . .. . . ......... "I""+""'+"r-Ill'Irl""'+"""'ll'Il- i " YI '- 1-r1-'1 11111 .... 1+11111-1111-1--'I"l- W2 W2 " - """ "" . . . . ...................... ......... ......................... .. ...... ........ .. kA .................... ^ .... ^ ....... .-,k? Stow . ... .. ......... ,� 1.40D 0 2,r 154 2 - x Be,�toin 0.0044 Min AGi 1 0.5 01. I 1 8 362 0� . + 1 40D 0,05639 +X Bottol,Tl 0101 Min ACI I 0.,��`, 0,11 8.362 0 + I � J) �, 0 �. ,.�,,� [.. r � 4 � " C, , ; j- 1 . '. 1 UOL � I 6,�� ' - () 3 1 5 9 .x Bottom 00055 Miri AD 10 5 0 1 i 8362 (D . �- '� :-!��')�""" `�-� "�-"'�� " ' '�" � �'r � "'. � - � 6 "I"! � 1 � ,,, , �,','..' (�i I 'x, F� i-) t! ��.,� ri. 1 00019 MA AQ 1 0 5 `.�, 1 I 8 362 0 � + 1 200 I 60001001 IGH 10. 21 8 7 I -x 8(,.,ttc,rr1 OL05 NW AC I I 11,53 0 11 8362 0 I i 1 2OD-1 6000 500 1 60H 0, 0 jl,,,� 4 �� -� X B o �� 1.0 �T) E1,016 Nlin AC I I D ,15 0.11 8.362 (7) 1 + 1 200 1 140050L ,C) 3 1'3� I 8 A Bottom 00058 Kn AC I I 0 15 0. 1 i j 362 (A I .+ 1 ,-� 0 1) i� I 6 `,',, I - r , - C) 5 0 L ��). 1 1 6 +X Bottorn 0 � C�) 2 Mlin ACI 1, 0 5 0.11 8362 01 + 1 200+ 1 ,'�,--)r,A,r-iG' 5,0VIV 0,3102 -x B o 1, ltc� M 0,0054 Min AC I 1 0, 5 �11 1 il &362 0 ? +1200+1 fZWO 50W a1032 +01 WHO M, 00018 Khn AGI 10.5 Oil 8.362 0! + 1 20D t 0 50L i 1 10S 02395 - x Bo'ttorn 00042 Min AC I I 0, 55 0:11 8062 0 I �, 1.20D +0 500 I kOS 016119 + X BoWn 0,001 I Min AD 10.5 0.11 8,3'62 01 . 4,1.2QD4-0 !:, �..) 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I—. ......- ... 11 , , ' %� , .-- E =Mwad C,.4TaAQ,r,.J -,-,�!J -,, ,�;,'�,'��,��-,.,�,.-�t;-,i,,,,t2g-,r)��',F-T,ic',�"5,3, J,'nj,�Ig.iinewbqs .% of so cwc.e��'.-?`,, I ` , I � I � �� I � E�'��-F�CAI,C,,-�'�X� 1q5jX"Z BUMtI2 A IR Qj 612 9301 I � . .. . - .. . . - � ..� ..... . ! , 1, Y"lly 41 'N , � ,t� �, , ,,, " r- .I - -",� --w-4 r,111;111-11,: , ".,T 1.11, 11TIf ;�� '! r"I'v", � V � ,y 4 , � R� , "' ';`� 1-W V'� � gin n .-�- � 17-,�.,A.-.�11� -`�,'�,,,,-.,-`-� �a I � M00 1*100 41,11,1_0111-11"-11 I--,' , 1"2" RP,R, 0f "- 'S"1111 R �, ,f.iPv,q',, , ', � I - $ �,: 7 217�' " '�11 N " "I', , X � , -- �`�, , R r�, - , ��oj --"�� ., "", i ., 11, I / 011', �1 .,-��""Mt,x-�f� -�i%*IR%Iom ANAKKA ,., Au ?; , - 4-� -, ; , 1,11,111111.1v",", �nj ,� , , � . -, F) � " �. i�,..!. � 1,.! 1. � �, 1 � - � �,-! T;,., '�-� i 0 P, F,r T f -,',. f ` �� ;�A 'l .� ! ��'! , . . . . . . F;',,,��,(.-mpl�l"n - �,�! ,i- �m,, �".'L " " "". 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Re.�erence Dk.,--,,,,h L��-.,,lc-�v S,,il-fr,i,.,, =1 11, � r , " , , ., - 1. P e Non S,e,e! �--�,t f3endin,, ,�r)J 000W ) 1 () Allo,w Prc5swe Inawk; per full of dep1h v�ll ks f "; kIn Aknv % Tefu FROM 17 10000 1 (O - sten base Wing is Veto, : �i ., , -�-,',Ur;r-.;," ,,S,5�,6"� Fa',�� ""'ir" �'.',%,,_ � r." " 1. r -, 11 . () I i a c r e a a r,. -,� b,'-,, �� ..,i' o 1 I �',.� C, t j � -� ��,i ,�i,`V, �,_-,`, �- 1'.", - NY Siong W(-,ty F-,ad1k,-,,r ".,.-. 1. () . I Allow I'Vessure lmve,,,�.,� po.,r f,Q;-,,,,,t of ,�-�,,,�Vl Z" k s t %Wc FooUng Waght a� DL � . ),` e S -, , � �. ,��'i. j � "', �� 1, 1. j,% , I L 17: �,v h e n f,,,,j o t in, g ,; ,i; I Q Dirnensions ........ ........ - ------ --- �-.---��--"�..��-�--.----".---.-� - ------ -------- -. - .... .: � - . -- - L 'L" Ma 1 riforcl ng___-.- - --- ---- ------ ------- .. ........ -;____ . _: --- I -,-r r--.--. - - I mong VVWt -1 1 .13 0 f I FooUng Thj,,J<nz,,s = 1 2. 11) F! Bars, alfjn�) X-X Axi,, V�iall 1 h�!ckn,es� Z, ,,$-() �n Rebar CenteT,fine to Ealge of Concrete, # of B8r,s in 12" 1,Mdth Z 1 . ' vval cen�er offse,t 0 , ,j!)g �[ Bot "C'n.] OIL fCt(.), = = 1 ) t, - -ing Bar Size 3�(, Re�nforc # 3 huni center of Wong = 0 i n � I � I I . . .. . . - --- - -.-------------------- ------- L----------- -- ... .... ... - ------- -.. .. ...... . - 1 - � -.1-1 .. .11- .. ....... .......... ........... - . ... � .... I .. . . .... . ... .......... . ...... - I . ...., - .., i F- - ! ! i� i A , F -, -�' - --""-., -- � : � J , ", " " V� i 1 1 � I :�' � � � , ! � � �� , ��,� , I ,�', i i � 1 TOn . 0 A- .�� : .1 1. ,--7t7, -:7-- R"11JAIA' IN001, A"�,,�', � �: . I is slot! 1,� xhwi .. .. 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R.11 . � � � .K -- ; C Navy. i 1- t-j K�l I � it: � il.14 ��:11 ! - I � , I I ..,. i �L., i . 0. � K , �U;0,�z i 1, 1 iI Applied Loads 1.1..... ---------- r-r--- - . .... � ........ . r .... . 1--- I ------------ ----- ------ � . . . . . .......... ... .... . �l--....-......�---��.-�-.�-��..�-�1--l-l-��.--.I � 1 I 11.1 "...., . I I.. 1. I I 1. 11.1 11 - I 11 11 I - . ..... I ... I.... .1 -11, . . .... . ......... ..... � .......... .... . ....... . . ... ......... ....... r. .- � � - - ... .... ....... .. ... .... � ---- . ..... ....... .............. -..-- . . ..... � ........ . .... . . . .. -.1 ...... ...... .................. - : � 1 I P (")k")nIn Load � , ,,, : r . I'll, 111- I �� () 40 ''I'll, 1'.. .1 v"-, E H 1. I 1111. . .........'...'....'.. "I ... ,11,11111111 . . ..... .. ... ... .11 . "....'..1-1. 11.11 ...... I ,....,..,.. � 0 30 '� : fA -, , 3 � 0�,,�,,�nburden I �� . I..".. I—- ,�,� ...... ... �, I � � I � I j � ,� � . . 'Ll . I . : . T., . . �.. , . , .... ��'.. " .. ��'.. " ... , . .. 1: , ��, : :. " . , : � , 11'1��' �..., .., � 7 - . "" , k� : :,,P-� : , �!��,:� . ": ""..... I 1005 . I I .. " 1, . I 11, 11 1 I : I I I I !- - --- - - f-7-77777-77T li:��:��..�.' . :. I 11 I '� KA V-x = NJ Z� 7." i ., 11 , :. I � ,��:�:�;::�-::: � .1 � i � EV small M, �, . . � k A �,,�� ,n�r'��,'�-,..d,' 7'. DESIGN SUMMARY �n ,.A,)1-,-.,!(-, I.r.") r�f lc�r-.!.�� -,. � , , , , '. .., � ." ... V . . .... �p-�-'T�4pn �, . � ', � ".. . , ., i .� ,"I , . . , . , � � a. X� 'i I �- . � T 0. 0 On t ...." . . . . . . .. . . .. ... ............... ....... ... . - .... I ... 11 ...... 1 ... - - r . r, r r r r r � r r � r ......... .. ................. ...... L .......... ............. .. . . ......... b" 3 - A � .... ' 1 L ........ ........ .... .... . ..... ....... . .. .. ............. .. .......... ... ................ . .......... . L L L ' L ' L L ' L ' ' L L .. ................ kmR,& Non Who Rn- K Apwhedl U wymn n, �', ,'-' �., ". �,,, �.. f �� ! � � � "'.'j. t �"'�";. C' -..,r -� �� , . , �1 - - - -� " - ' (�-" (:," L, ', r, "-��', , e� , . ....... - . .... I .. ...... . ....1 P. !�: " �� 5, 0 � 2 5,'3 8 Soil Be,xinq . - ....... .. ��'..�.1l.l.."........��'..�.��..��.,�,� a6713 kst . . . . . . .. . . .... .......... ...... . .. .... . .......... ...... ....... ........................ ..... ... ... � - . ..... . ... � . -.... ...... .... ...... .1-111111 . ... 2 645 ksi tE)q+[rj � I At � ,`., � ,� . , n." I 0verturning - Z-Z 0,0 kQ i.,i 0, k. fA Na Ove�rturnjr�o. PASS Wa shdog - X-X 0. 0 k 0 () k No Skiding P A' S S n1a Wift 0,0 k �k 0 k No LIP141 PASS 0,01827 Z Rexwe (0) 0 08042 Wit 4AQ2 kit + 1 200 +0 500R 205 + E P A. ,15 S ,f) 0 I 8 2 7 / Flexure (-X) 0,0,8042 k r - 'pq 4A02 k - ft + 1 20 D + 0 LO L 1 a 2 0 S + E PASS nia 1 -way Shear (+X) 01) P's 1 6 2 1 �3 �:`; P is i Iva PASS (10 1 - ""'i a y 8 h e 'a "'. (- X) 0 Q ps� 0 U Psi fva I - , '' i � : i ! � � i i i I ; 1 i : i I � i � I I .1 . ......1. .... ... ...... . 11 .... . .. ...... ... . --l- .. . ... ..... � .. .. ............. � .... . ........... I i � � i I i � � I � i I I : : i : 1 B : . : i I : I i i ..........- ... ... ...... .. .. ... - ........... 1 - - � - ....... . �--��-�,��.-..,-,�...-.-,-�.-..-�.-II.Ir. -.. ..... . � ... � .... ... ......- . . ..... ..... ..., ...... I ... . � . .... 11.1 . 1.1.1.1.... 1111- 1 � i � ��K� i i F ��,.: '� ... � , . - . 17. I . SAW -, . . .16tivisliBmwmd 010:111 Footing . .... .. . - I I . . I MW=x)d G6,1f & CC`�fxj�,,b-!)t0, -f�,�,,"�,'5,�3�i�l��'t�,��i,� - - '' - --------, ,"', , , `6 :�---- cll ""' 6�41,�r,i-1 $+11-1,,�' i� t1iii-C-0,0CA"', -` . PC 3 - I 11 I. I . . . E.NEP ,'!,`,.0 1N',`.',' I W 10 0 8old 4 12 1 01 Vol 3 2 A K M �. 'I I., r - I" 11.1 - , "WM,.:"� .--- A . . . . E, I M, . ... I I !� �!;;M ...... ..., ..�rl 11, ,:�"- """""""" �� "; `! " � �1 g� '; I T, , � ` I , r'; " 1, ..... 00 � : �� 5N -� dl�RXI' �-, .., ",;A '! CI,�' " �� ;�A 'l .� ! ��'! , . . . . . . F;',,,��,(.-mpl�l"n - �,�! ,i- �m,, �".'L " " "". De��criptrion � I x T l.'.- 1111� i 01 R F -11 (; Ir"; - ..... � --- ------- -.1 ... . ............. . ... . ... - . Code Re;ferenc,es .:: 11- r��,-rl�r�1-:��-Ir.---�--.�.-.-.-..�- - -- - .1... . .r- r ---� . .......... . ... � .... � .... .... � .... ....--- ... .. ... . ...... .... ..... .. .. ............... ..... .. - ----- --- -..---1. 1-�-�-��-��-��r.11-r-�--��-rI . .......... ......- .......... ... � ........... . ........... � ...... .......... ...... ......., ..... � .... � ......... � ". - , D e i a i I e, d R e s u I t s . .. .. . . . L. o a k1 C o ni b i n a t i o n s 11s, e (I � 2 0 1 0 1 6 C & AS C i,.---, 7 I 0 ,�,, ..... ............. . .... -1-..1.1.... -------- -,--..----�--,-------...--....-...--.------- - ---- General Information ., . : .: . :. .. .. - � ...... �..- - ---- . . .. ..... ��-- --�-��.L�L--- -... I-'.-'-- -,.....-.- ....... ��-�.,�.�.-�.-----------.------,,-.-.-.-.,...-,,,,--,--�---,..,-,.,-.-,-- '- � -- - 11 1--r-1 ... - - -- - --- - - - . ... 1-.1-1-1-1-1-Ir ... '-.-.'.-..-I'- .-.---...-I .... .. - xecc zecc� . � ... ............ . . ----------- � - � - - - ---- Sod 1011"Y� Material P�wypjefti(:,�,-:; S61 1)esi�.jn va4iws 2,742 k-�;f 2.736 in rc : Conaste 28 day vkengt :� 30 , A,ilowable Soil Bean'119 = 2,50 ksf � I +100H I—— - . .11....1.1 ...... .111.1 ,,.,,I.,.,., . .. ..... . ... '...."'.1 � , , , � , , , , ("'. � F-, " � -�" �` " - .. ,.,� "' ,,, , �� fy � Rebar fleld = 60.0 Q innease Bcaring By Footing 'N(,�qht = y es I... 11 ... 11'........' ......... .. . ............ ....... ...11111 I I 1111 I 11 I 1, Ec : Convete, Uastic klodlu�u�,, = 3, 1 2 2, 0 k,,s i Sod Pas,,sive R��sistance (for Sliding) 71"" 25,0,0 pcf �. - . �, �� .,I''.. '. , , , i -, ,� Gkoss /Wowabk , - - ,,, C, t �,, ,,, . � � n i, i , , a , ,,,�',' ,� ... ........ ............. . .. ... .. ... ....... . 1. . - - � .... - � - � � � - � � � � � � ---- - . . . . . ....... - ...... . . concrele D�>n,sily :7 'I 4 5. 0 Pcf Sod,`(',oncrete Friction Coeff, .'�; 030 a Z --------- 1 ---------- I Z : . "X. - x . . --l-.1- ... ..... - 1P Votes FAxwe = 190 i � +D+0.71,:i:�',�Lr.�0150L+&5250E+H +[ . 0 2 645 Af She,:-o, = 0 7501 incicases liased un foc)tinq4 Dfq,'�th � 0,4458 k,sf GA-458 kst ,'�n-�o'.,,,��., "'io��,,H,�--,!,., R,-�fi�re,r�ce P�v,,pth �,e',,.-.�,.v S,,.jr�,--I,�t�� M It . Z645 ksf - ,i,,� Min Steel "-,c� Bendi�o--) R(,,i.W. �� " J��,k.;,N, Prc-�s,,�j"e if)(,i,��65�,,, j,�x',� lo,,)i of dt."p"k -� k5i ... 16713 Af 01713 ksf , Wn Aim % Tew ReOf ,�- . 00000 1 (0 ,0'en La,�e fwting is below - � +00,750 075000 2A45 ksf 1AN 0yeduning SaNty Fadv = 1 0 1 i increases Wase(l on ffx,)Un�j WwVi 0,6149 XM 0.614910 Nin Slidi.nq Safety F'actor = 1.0 : I A�lo,�,,v. Pfessure �ncrease per foot of,vvidlth �� ksf � 205 ksf A&Wc FooUng Waght as Cn. � Yes when footing is vvider than 71. ft I 0,6149 k.sf 0,6149 kst .: Dimensions ::�:� :� . :��: . ----- . . . . : .... : .. .: . . � .. : �. ------ � ------- ----- -- ----- -- --- ,,� �:::� FU Info ri; i n g; : � � >" n Q � , � � a I 1: q 0: 4 4. v? qns. �. I � Z645 ksf Footing Widt =. 2,0 ft F�x)tjnq I hicknes = 20 0 in Bar's aiOng X'A �',�Xis I O�61,49 �sf 0 6149 kst WaH Th0kness =1 8, 0 i n Rebar C,,'en,tedine 1c) Edge of Concre,te # of Bars in 12' VV01M = I i . +0+1175Hi,'-,� 'T50S+0,750V,,,1+ti Wall center Wel A EfoVarri of foohng = 3.0 in Reinfor(,ing B',�,r S�ie = N 3 1 I i Footing Flexure - : xqp 4, ,. fioal cerl�er of fooling 7., 4.16 in F----------- -- - " '' - " """" "' ...... """'""'""' - �- - - "" "-"-,- " - , " "� , '"' , " " " " ' " " " , " " "' - ., � .1 I I ( I 'I I 'DiO ��-(J-K 75000 52500 fi I �� . I..".. I—- ,�,� ...... ... �, I � � I � I j � ,� � . . 'Ll . I . : . T., . . �.. , . , .... ��'.. " .. ��'.. " ... , . .. 1: , ��, : :. " . , : � , 11'1��' �..., .., � 7 - . "" , k� : :,,P-� : , �!��,:� . ": ""..... I 1005 . I I .. " 1, . I 11, 11 1 I : I I I I !- - --- - - f-7-77777-77T li:��:��..�.' . :. I 11 I '� 1 i � � � � � i � i � � � � i ., 11 , :. I � ,��:�:�;::�-::: � .1 � i � EV small M, �, I i�.�., - 1 1� � � i ! . I ''' : v, 11 1.11 : '. WHIMI it 1�� ,� 1� ,,, 1 0qjf I I I ",� I . . :'' . . � N I, I � 1; ". ", � 11 11 1.�, I.., . � I , � . � � I I i �,� K, Ito . , A - - r 0, " i i � i : ! i � � , . 1�:�. A �----------W ---i- , 4 I " ,,�,�� . � .. ��.� 1,�g ': . I 11 .. . i � I i < ! I., � . . . . � i 1 1 � I . . - '' , ,,M,�, Ql'�,"C"!!111'1:1, .!:�..,,,." '. :, � ". , . �.�:,:�:i�,1 , I 1 1 .� - . ..::�..�.w< , , 111�1 .... . ... I .... 111.1 ! i i 0 � 1 .1 . 1. " I I., � �: � I .. .. � I, � wol � . , . -` �.. �. . � ,:..........,�. I . '' � .. 1: ,.�, .�:,�.� . . . . . . . . . ��iii�� I I . �:.�i��i��....:, .:. .. .. � .'�� : :.:� ,�:�e �� `." �,:. �.:� . ��i - I i I �i,',��.�:��: �,�,.� '. '....�� ., I t.� ............. .:.� ". �. .�.�, � �, :: 11, ..., ......... ��' V 40 � �,%..:. �.� ,�11,1, I ,1,2 . - �.. Ws : 01 - - � I - - .. - i � i I . . . . . J . �j < . .. I :� 1'., , ��111 � , 'i; 'N,i� I 1 Lj 12W§1. : �� " " I � 111 .", 4 "lioli , 11-11.."ELM, " " �, : 'N".111111111 �: ... � iiiii , "' � � � � I T , " ' " " " 0::�!'!��.�.' ��.j� :`� �'.�. . ..... ..... k��.:.. -I", �, i , . "' to, . --, . . �:"',: < 1 I , � , , I' 41 �.11�!�'.... � A- ''..:, �..... ,.*. I �.�,',�� i,��:�:��,:��'� ��,'��., ,1.1..111. . . .. 1. I 1. --l"i ... I , , Slidin,g S�i.'A'.,'ility ::::.� � �.:�: � � �::: �:.. .. - - . .... ... . .. ... -1. .... .. . 11-1 . ... . ..... . . � .. .. ... �..�; 116no i ,Of A TA N 1 0 �e�, IS ..... la��111-17� I . . . . . . . . . . . . . . .. A . . ..::: i .:: ...... :: - .: .: .: .: .: .: .: .: .: .: .: .: .: .: .: ; -0, � , '0 ,,� � � � 11 I � � � I " . . . . . . . I ... . . . . . - t�!,.,c- ii, u-. i � � � I I'll ... - ..... I—— 1. ..... � .. .... I � I - 1- I I'll, I 111.1 11. I ... I .... I .. . .. .. ....... . ... . 11.1 "Ill-.'' - "I','', I I 11 I... � ... � I I " 111-l", I I � ) " i .. . Applied Loads ... 111,1111 1- ... - .......... ,� . . ....... ............. . ............................ , " , , " ; .... r . ............. . -,-,",--,�,�Ill'-"",-",-,-",-�.�-.-��-.,�..� .. . ......... ........ .............. . ... .... ...... ..... ......... ,1 --- ...... ... .............................. . .. I .. 111r11. ... 1r'r ... .... ...... . .............. I'�.r""�"�.�.��.��- 'I', ","I'll Pah)�,� .... � � D Lj . . .. I I I I 11.... I I � I... ". . P : CoWn Load' �11' 0 750 0-1-110 �. F� 1, -;, . I "I',"'', 1 I—, ..... I . . I I''.. I I 11 I 11 I 11".. I ................. 00 k .... I . . ...... � ..11 OB . 0verb!Jlde�l '11Z kst � +1 20010�5ftr+0.50L-,-V� ; I,/ x .:. �, i ki �Z 7 k-It i , in a ru�;,,e top of [,.-�,,�,t�r',,g \/�K ,�"ppked -- ! i � � DESIGN SUMM,ARY ! . : .. . .: . ..... . .... I .... .. I—- I ................... . . . . . . . . .. : �..�., �.�:�.� 11 1� n I , 1 '� L. ! ; - � ..... . .. ............. .. . . �`,;,.-,.,in NL:-,�� " , J� . 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P AS S 0 0 2`8 - � 0 Z Hexure (-X) W366 Wl 8362 W,�. + I 2('; D + 0 5 0 L r + 0, 5 0 L + i PASS n,,'a I -way 8hear (+X) 0 0 psi 82158 psi r,j a ! � � --'A S S 0.0 1 -way Shear �-X) 00 � 0 i.','s i 0-0 psi I 0 a , , " "" , , , , FWail Footing :'�:�'�'�'�':!"��' :�,:..-�'7:�'. .. ''"""""'""""-"'L""""-"'-"'-'' .................... ......... .. .... .... ..... -..,.111. I I . 1�0 ET:t EM&W . : i � ! � I - I I -,---"-�--�--�-�-�-�1--��-�-�-��,�1-11--�-��,�I --- �-��-�'..--�-�-�-�-.-��-��--.,.---.. 11 - I 1. .11 .... 6. -.---.-..-,�.-.�l-...,.,.�-,.---..--.-..--"�.,.-- 1..1-.----- ------- -1.-,.., -.-.- , Ea-,�I',�B, I ,;;! & . .., - - � -, ET �-. �r� �?- .',,� ,,,�,10,1, . . � � " .1 . 'j. . -- �,f - n"-` -�, ,,,,-,,, - "r�,,, ,- A ,it� " t',", , 69� -a n11Zb1;hMVjC*jCa1C0a6 .-` " , - . ". f i��'i b �� " ,� *, '23*�"P MI . 61 � "" - 1C, WWI `-�NC X, IN �ji : .�. : ,-. �RCA,i I i .� �:�:::::....:..:. . ..::...:... 1INW4 8=12A110 VW . . . . ... .. 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TO in . . rr,r ........ - 0,6149 k.sf 0,6149 kst 0 2 3 -3 � QW 7W rQ 7 50L + CY450WH Z645 ksf � ioad ('�,�,c�,f-�-�.t�,;)�,��,�3t.�-.,,�,--��.. . I.I.-.1.....-I., ....... ..... ............... . . -1- .... ... . . . ... . -.. ------- � - � . � -... H in �',-," i 1 �;` � r� " i F;,', rcie.i -.----.--r ------------ ---- --- O�61,49 �sf 0 6149 kst 0 2 13 i Footing Has NO SWing . +0+1175Hi,'-,� 'T50S+0,750V,,,1+ti 2.645 ksf ...... . -"-,...--.-.�.-.--...-�-�-..�--,...-. ..".....- ... ... 0-0 irl I i Footing Flexure - : xqp 4, ,. 0.6149 ksf 0,6149 ksf 0 2 3 .'?,'. I 'I I 'DiO ��-(J-K 75000 52500 fi it 645 ksf 1.-. - ----- - -..,----...----,-.-...--.-..-.�� n R 1 Which Tensi,,",,n -.",,��,�.�'.�"L. 5"A. 0 0 ill -- - -----,.,-... � . ........ . . - a6149 ksf 0.6149 ksf 0 23"", I . +0035010500012500111 205 ksf 02593 () 0 in 0,0045 �,;fin AC I 1 0, 5 Oil 0 6149 ksf CIA149 ksf 0 2 331 005939 Overturn�i�,-,�� Statbo,k,ty : � ,, .:. . 1.�: �:. :. , - .... � ...... 1.11.1.1.111 " - , " "!,.: �:j �� ,� �i !"k � � �-.-. .:.,', .... . ... I .... 111.1 . .... I—. .1 .... ....... � ..... . ............ - ...... � .... �-,,,��,-��-,,.,.,.-�,.!��,.-a ..... .... arrr - � I � � � � - � - ....... -.1.. I . ..... I... -...". ......1 - --- - - � 2 1-1 I 111- Ws : 01 - - � I - - .. - . � i,: �;! � !�. � � I � '! ��.i�.�! . . . . .. . Fuotrg 11,:i,,-.--- N 0 0 v �.,;.,q,,.) i ! 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"...-I . - � -1� " I ,��,�,:.,::- ,.'.�.�'',,!�" ��l � �D, � �, " ?.'�,. . �",1."��:" :: �i�!i�!,.,"Imon . ... . -x 6r�tN.-�m 0. 004 7 Min ACI 1 0,5 0 1 1 , '.) 1" , , " �!�dk;-�!, Cc�, ,,, ., I .L," " � iD - , , (", �,'�: "'.. r � t � �', ""', VY Res it; � ��,' V c f, v --),,,, -11 !'dk!g Safelyffabo ..---... ... � ...... ---"-,. - ' Pah)�,� .... - .. . . . .....I.- .... ......... . .... .. .... . ... ... . ............ I'll, ... 1.11 - I., ....... 11.1.1 . .......... . ��."..�--�--�.1--�--.,-��1.11��-1.�.� 1"ooting fja,'� �N"o Shdin" g .... I . . ...... � ..11 -------- �-��--l'�.-�---��.�----�----------.,...---...- � ....... . � +1 20010�5ftr+0.50L-,-V� 0,05945 FooUna Flpxure :�� -(�.,, 0.001 Min ACI 10�5 0 11 8-3 6 2 OK � 0no Way Sheaf : � , ...... .. I., . -.11 � ..... . . -...rA1..1".., -- � . . ...... .. - - .- - ... .............. � ..... . � .......... � ...... ...... .. . . ....... ... L ,,r-.. U`nits : k L r----------- . ��"-� f,�� u 'v%'Whi "---"-, -, - , -- "' - -- - - ------, rensioin ,,'�-� !,','k-,t . .......... -""---------------------,---------,-"-,-",",-",",",","- As 011"i - --- - - - - ---------- --------------- ------,,---- "--^--,-,----"-,--------------"-,--, Gril i's ACtUal AS 10 h PKA n - Fi e ; U r e A " �s 's tn "".- " - I - �, � i,-�, , � �,: 6� t- i-1 -�') ��-� 111...1 I—- . . . ......... .... � .......... � ..... I ... ... . ............. .............. ... I-- .... I..".., ... 11.1 ........ , �, - Ift, " i �1,. ,,�..,; ,-` -.1--l- 11 � - � -1- 1.11.1 . ...... . .................... � ...... .. ..... ,��r Fc-,p, ? . ... ...... � . . ..... ......., - - 11.11, in,',2 � -.1--l.... I -1.11.1 02 W2 . ........ . ... .... . . ..... .....- . . ... .......... . ; -------- --- -- - --- - - - -' -- to stahn, � - ----- - -- --- - - - ----1 0 Dsi 82,158 osi 0 + I AW 0,07749 - x Bouan 00026 Nh n A C, I I 0 -,,�� : 0. 1 1 4,402 OK + 1 400 (), 0 7 74 PI I. X Botlorn OD026 kin ACI 105 : 0, 1 ,'I 4,402 0 K + 1, 2 C! 13 t ('�. ��3 -,,,.) L� + I � 6 OL + 1,6(,,, � i 0111.2 - x Bcttom HOP Mki AC I 1 0 � 5 chi 11 4AO2 0 K . i 1. 2 0, 1), i 0 �,�,,,',, I - f � , I 6 C, L � � 1 b 0, H 0,1 112 I i, �,' 6 o 1, t o f I 1 0,00,37 MI in A C I 1 0 15 0,11 4,402 0K f 1 2 0 D f 1 bo L 4 0 10 S ; 1 A OH 01112 - x B1,-)k,tcy,71 0,0037 Min AICI 1 0 5 0.11 4A02 0K . v 1 20D+ I VOKU 5034 1 TMA 0, i 1 1 1-1 + X Bottom 0, 0 03' 7 kl. i n AC I 1 0, 5 0.11 4402 G'K 0 ?OD ; 1 VOY i 0 501., Q 0 IR C - i 2 I x 9,00fl.l 0 0 0 '22, � 3 !-.1 � n A C 1 1(15 !,'�, 1 1 4402 0 K 1 I ��,� ,,� 1`,',� 1 . i �i "�j L r �,.-� ", ,'� I !-'), �', ".1 .".:1111 2 A "',". P ,,:.,, �tc , " 1 90026 MW ACI 1 0 ,5 D 1 11, 1402 G K t I 20D +0 SOK 1 ATS Q� L �0'�"' () - "i 2 - x B,,:"Ltorn 01026 MW ACI 1 D � 5 Q 1 1 4.402 OK ; 1 20T 0 50L 1 1 ATS 0. Q B (), .1 2 4 X B o 1, t C, � I � 0,0026 IM i n A 1� I 1 D.'-5 �111 1 1 4,402 OK t I . 2 0 () I 1" " :--11 0 L f � , C;. �5 ,,,, L t, W 0. 0 8 0 4 2 - x Botk)ln 0.0026 Min AC, I I 0 ,5 0 11 4,402 () K . . + 1 ,','., 0 L) - 0 �L".-I ,,,...'� L r + �L'�, :5 Q L + W 0,080142 + X Bottorn 0,0026 Min AC, I 1 �,, 5 0.11 4AO2 0 K f 11OD40 50L '0108+0 . Y'V 0,08042 . X Bottom 0.0026 Min AD 1 �� ,1� 0.1 i 4AQ2 Q 1 +11000 500010KAIV 0 � 0 8:0) 4 2 +.X Bottorn 0,0026 - Min AC, I I �') 5, 0,11 41402 0 K . +1100+0 EAW020WE 0 08,042 IX Bottoill 01026 Mki ACI 1 05 All 4AO2 (T 1 +1 200+0 500020WE', 0.08042 +X 130(tarn 0, GO 26 Min ACI I 0,!'5 0.11 4,402 () K 0ne Way Shear " 2. . . . � . ...''. 11 I I— .- � � - . . ......... ........ � .... ... . .. ... � .... .. ..... �,:.�.".,�.:.,�..;�:�,.�..!�:��nli�i,,,,, ..,... .1 I I .. 1. I ..., . .1.1. . . I.... . I .... I I - I "I 111.11, 1111 11 "I .... . ............... . ..... ....- .... ...... ..... . ...... ........ .. ...........--..--..........-.-...,.-;..-�-.�-..��--,--�-, LhAs : � I '11 . ., . 1xvid Cowr 1101arn - 1.11, ... I..",".. � � � - - � � . -.1 ... . ..... .. ..... ... ......... . Vu !I J . ... I .... 1-1- � - � 11 611 Q ....... i :"" . .. .... . .- � ......... .... .. .. . 1. . "';'j �.0'....'ix, Phi Vn Qj ; RdWr-i .......... � ... . . " t a h 1's I . ... .1..-- . t 1,40[) 0 x,i 0 psi 0 p s, i 8 2 1 5)"i psi 0 0 K ,,, I .r,�'(')[-)-�(),�',"�,�,�'�,...r-i, 1,60L*1.60H 0 osi 0 psi 0 F)si 82,1`,8 o S i 0 OK *1 2001 6005001 60H 0 psi 0 Psi 0 Do 82 158 osi 0 G K 4- I � 0 D -?. I 6 i,--i -5'... r + 0 ,5 C) L 0 Psi 0 psi 0 p F, j 82.1.58 psi 0 OK +1 2000 50>1 60S 0 psi 0 05i 0 osi 8 2, I ,�� 'i [�,-, i 0 0K � 1 20.0 -� 0 5(.,LL��',l `) 5,0L � ',-V 0 osi 0 psi 0 ON 82 158 osi 0 OK , 1 2UD-0 9001400.11 I P -. � 1) psi 0 � I s! ��.,, ,,, , 5 8 c?s i ".) 0K ,1 2OD10 500020% 0 0 Owl 0 �)Si 8 2 I "', 8 U S � 0 0 K I :'�,:7,7, 111.111I.-I I I I'll . � � Wall Footing ...'' I 1. 11..1...,.... ...... ."..., -- I I I � .................... ......... .. .... .... ..... -..,.111. I I . 1�0 ET:t EM&W . I..",'' ''.111'..".1 ".11,11.11.— "'.. , 11 I— , 61" `�F'� ',2 Cvjn�,�,,P-�,,*!�-1,13, 'C"),"'ff �x CC'v,��-��t;�,9--""),",--�,c,;i�,i,,��""".,4 J6� -!�`,,,,'�l �- iir% , 1�',, � U�j . ,� .�,��'6'�Whk "I � � � . - :"�32 ,, 'C "O , ""I"?, F�.J� , '? ` � : � 1'NE.-,�:�,CAIJ'l 4" ."IT, 3-2 - d 6, %7 ','� I ,,`,� �,,�;�r 6, 1,.. �J�, 1. 1 . vv,-,�, r' ir -," ,P'5, "T , M �,-: M�--,-� aa i : " I I Description : EXTERiOR- !-- TG b .��11-111 , ,�C.�,m,, "W Am � �i Dotz)ilecl Re.sults ---- ----------------- � --- r ---- ----------- .............. � .... . .... .... .......... ..... .... ...... .............. �--.--.�L��--��-�L-�;----�.�-:.�-'-��-� - ..: - - -"-.-,r.-r.-,-. . -- - .. ----- ---......., -- .. . ................. - ............. L I.. L .......... - ..... � --- ------- -.1 ... . ............. . ... . ... - � S00 B,e�',�,',ri�, �__, _ . " _ ''. ... ------ � , , , _ � , � ,jr,.,,, r ,, r,,,,,rr,r ", ,�( _ . ", , j'� , " , . , �� x � "; & �- ...... �,,�.,.�":�.,.�-�":.��,�.��,��,��,��. ,�,, ..... � ". ". r rrrrrjj.j ... ........... ...... 'Y�, ............. Lrr ............ � .... ' . ,��"",�,�,''-,�r�,L��r,��,�I '\Tctual �,"(,,�i r, ir�np '- ,,, � 5 t 1 3,,,�,r�', r , Stfo� , .' ,�: . ,, Ac ........ . 1 1, ctu.,,,-fl ,,- Ali,o,vv,�ble Load Cuniturvation. ! I— -1.11.1 1. � . . . . . ....... I - -"�'r'r"--,--,r,�r,-,r�.,��r"--.......-...-. , Grw Mowabk --- ...... . --- . .. . ....... . . ......... xecc zecc� . � ... ............ . . ----------- � - � - - - ---- +Z +Z ,x .X - � � - .... . ..... � ..... -�-....�--��..��.,��.�.�..'�.� ... . ...... � .. . ........ . .- ..... ..... .. ......... .... � ....... ---r..-- R ad ,,, � " +[ : I D 2,742 k-�;f 2.736 in --.- . ............ 0 2004 ksf 1 033 ksf . --- � --- --------- .. . . ................... 0377 � I +100H 2342 01 1168 in 41784 kq I A55 Af 0 SW ! . QQ 7500+0,75004H Z742 ksf 3082 in 0, 1 839 ksf I . 3 4,9 k 5 f . (1492 � . +-Di-0 750Lr+0.750t,+0,450W-t�H 2,742 ksf 3 082 in 11839 W 1 349 0 C K 4 9".e. � i � +D+0.71,:i:�',�Lr.�0150L+&5250E+H 202 01 1082 in A 1 839 IVA 1.349 ksf (1492 i� Oveft'u.ming Stability .. , ...1.1 ... I ... - - - -, ...... 1 ... l�l-�r�,r-�-rl-rrlr-r��l-l.rrr�.� .. ... . r r r. r � - ..... I ...... ... . I................ Lbb : Oft, � Rcl"'�,�I(.-,,,� ,,�x,i�, & . . .1-1--1 .... -1 I r-r-rlr,rr r - , I . . .. ... .. . . .. ............ I .... . - . 11 � I .1-.1.1-..11 .... '.. ...�! ,�k � ��-;, �".,�� ".J, (" u �, �., � � , , - - I) � - , ., ... . . . .. . . . ... ... .. ..................... - �� i ,,',,��.�,,�,;-rt�.,,r�,,,�!"...�.-,., �,4c,-:1,, , j . ......:. ........ -..-. . R!, , z; - ' ........ 1. . .R.-�.,-1. -..�Qlovvnt �`�- � �., r: i � � t y ,� -,, : �,�! � � �-,'. i; 1 t � -, '. � : FD�,,',�,n'g ! iazv> W."', C� ;e�11�,rin�rt�g _�"i,," .........-.. . - - . ---.,. . . .. . ........ . . .. - . . . 510 i:n'. �) � ta. 10 i I it . : , ty .. I...... . . I ..., .. ................. 11 ,.1'..11 ................... I . .11 I .. ... . . I L'' I 11 1. "I 11 I 11. 11 11 I I ', ,,, "r 11 .. ... .. ... .. ...., . ... .... . .. I ..... �l-.."....,.,.�"....:"--IzllI - '. r '.,r, .111I.I.."...............",.... ............... L' . . rr,r ........ - � '" i i ,,-�-,,,rce, ,"�.1'..�;,,,,,-��,,r,,.;��,'�.�,,,,),�'-, Ax-�,, � ioad ('�,�,c�,f-�-�.t�,;)�,��,�3t.�-.,,�,--��.. . I.I.-.1.....-I., ....... ..... ............... . . -1- .... ... . . . ... . -.. ------- � - � . � -... .,��..�-..�,�.,.-..��..�.1-111-�-,-.-----,.�.--,-,..-.-..,-�,--.�.-�,-..--,..--,-,-- �',-," i 1 �;` � r� " i F;,', rcie.i -.----.--r ------------ ---- --- Resishka I OrCi,�,, ,`�'',Ikyd'�r', QW0111050 ........ ....''... .... ...... ..... ...... �"-----.-.-�'--"�,�,��'��L�r�,--r,-,--rr-----.-,� 11 ta MS. i Footing Has NO SWing ...... . -"-,...--.-.�.-.--...-�-�-..�--,...-. ..".....- ... ... ....... --.- ....... . -- " I i Footing Flexure - : xqp 4, ,. . : . �A� ;...: ----,-- -,----,- -'--- ! ,F � �,, �,x ,L f - a A � x �,,,, & ," ,,,,-,, i,,,-.,, �,,J C-�,', -,,;,.� r, I -,,� - i � . 1.,- ', '. , -a i� 1.-. - ----- - -..,----...----,-.-...--.-..-.�� n R 1 Which Tensi,,",,n -.",,��,�.�'.�"L. 5"A. . ........ - -11 -- ---- �.�-�-"��-��-�'�-�--"'--"-"'--�'�"L--�---,-,,�r-,-,�..�-r".-,-�...-��..-''.----� ... "' - - � - -- A.."', !,,��,-"(.-,Cd, (:,-',,,v,,-1,n. A�� A�.-,: i u a I As P=0 -- - -----,.,-... � . ........ . . - , , ----- � � � � � .111, 1. ..-.. k-fl S i,d` �,� ? (,-..r Top ? Lr � .-..-.........----..-..�.-..-..---.�..I ......... .......... ......... ... . . .... . .............. - . ... ................... iii�2 W2 002 . — - - - -- -- ----. .......... - ----------- ------- --- - -- - - ' - � RA S M 0j s . --- --------- - � � ...... .. - +!AOD 02593 �Ix scuofn 0,0045 �,;fin AC I 1 0, 5 Oil 83 6 2 0 K � I +40D 005939 t X 80toam 0,001 Min AC I 105 Oil 8.362 OK : T5G,Lr+1,60L+1 0A � +1,200-oC 0,2366 -x Bottom ;, OC) 4 rl g Min ACI 10,5 0, i i ' 8, 36 2 OK I i,1.2i",',D�-0.5C-,Lri,1,60[,+1 60H 0,05948 +X. Dottom (1). 0,1,1 1 Min ACI 10-.5 0 1 1 8 a T63 2 OK � +1 200+1 hOW0,50L 0.2684 -x B0ou) H047 M0 ACI 10,5 0 1 1 8362 OK . +1 20D+ 1,60L.r.+0.50L OL07833 +X Bottom () � 001 4 %fin ACI 10,5 0 1 1 8362 OK +1 2QD*1k0L"K50VV 02684 -x 6r�tN.-�m 0. 004 7 Min ACI 1 0,5 0 1 1 8 3 6 -2 10 K ,,, ., I .L," " � iD - , , (", �,'�: "'.. r � t � �', ""', VY 007833 A X BYAN-1 01014 40 ACI 1 0 �`,, "I' " 1 1 . - ','� 6 2 ` ,. .1 �':�K � . � 1 2 0 D + 0 5 Q L f, + 0 5 ('1 + 10.1, 02366 ,.x Bollom 0,00,41 Min ACI 10x5 0-11 8362 OK � +1 20010�5ftr+0.50L-,-V� 0,05945 +X BQttom 0.001 Min ACI 10�5 0 11 8-3 6 2 OK � 0no Way Sheaf : � , ...... .. I., . -.11 � ..... . . -...rA1..1".., -- � . . ...... .. - - .- - ... .............. � ..... . � .......... � ...... ...... .. . . ....... ... L ,,r-.. U`nits : k L r----------- iI..,...�,��-�-.1-��..-�.��..��,�-''�1.11�..,.,��,�-,.��.-.�'..,.�6.,-�-..�,.�."�� ' � � L. (,-,�,-,,),. j �,`', (,,�, tn�� b � �,-,,�,,�, t � o - " r I - - I - � I .1.. � ... - I..", .... ........ .. 1111-1. ..... .. " �, t , -� - vu ...... . ... . ... . - -1. 111 ,',�!,.,; 4'X , 11.111.11, I � "I I I I 11 � � I I., I I W; Max , 1'� I...1. .. . L Pt 1 V; ,� 4") � 110, � " , ""..". -r' ...... S � -".-. ". f, � ,,� S I � +140D , ON 0 psi � ... I .... 11'1 ---- � ...... 1 . I , -- - . I - ---- 0 Do W58 ow () - ------- � - -.-,. OK I +1 2OD-�0+5OLi�t',C,OL.-�lr�',�'O[j 0 K 0 Psi 0 Dsi 82,158 osi 0 OK +1,20D+,L60L.r+0 50L 0 0si 0 Psi 0 psi 82,158 osi 0 OK + t 20D + 1 Wr+0 50VV 0 psi 0 psi 0 D. S i 82158 ��si 0 OK I � + 1,20D+0 50U+0 501,+W o Q 0 osi 0 f) s i 82,158 psi 0 OK I � I I I j L-------_.-.-i . I- I I . . (n .� 0 2: < � WNWMM .JMM I F- = Q9 UP% a TO TEE BEST OF PN KKNVUEDGE, TOE DESIGN DEPICTEI) ON 7115 DRAWING COMPLIES WM THE APPLICABLE MINIMUM BUILDING (ODE IN EFT0 AJ5 OF DATE Of CEITrIFICTrION BELOW, i--- -, ------- . .... . .. ----"--,,-,-,-,--,—,---,--,—,--- i i SHEET DATE i- -- . ......... .. ...... ............... 0 lf9`- 3 0 - 1 3 --.-----.---.-- SHEET REVIS10"N Il"VO -...-.-..-- .- . . ............ . . . ............. ..-..- ......... . .. .. .. .. . ....................... . .. ............ ......... . . . � . . ......... -"",-",-,-""-,-,-,-"---""",-"""---"-,-""""""",-111,111,11,Ill".--.-. � � � SET REVISIO'N' INFO% --�� : .......... -.--.I-.,.,- --- - -------- . ........ ---.-.-....-.-...............-.-..... i 11, . : % ........ I , " I . �� TW i " 1 I ,�, I, il� , 11 �1, .. , , , . I �! I . , I 1 3 1 1 � � �. �� i . ) .� �� " � 11 ,'I I'll �, I ... " ��iiil ,:�11�� , 1 11 , �� I ! 1� ': � . � � 11"! 11 5" �!:I,:��,�,��l�lI '. ��11771 Z �111r 11 11 11, 31 ""' 11 " 1 "I �� " , ", � 1, 1, ,t ,,, ,��,�,, , ". 11 '' 'If .1. Lo, 11 �.-----.---------..-.--....-.,-----"- SHEET NUMrr3ER .--- -.......-. ....... 1�,, I 1-:. ,�Q, , ::.. 7 0- , , r; , � ... . I , 11, R ... . -� 1, ,law, : . I I I 1 " I �,S, ��i. �M i.." � : ,", � :�: , . . , 222222222 '1� . . . . . � I . . . . . ....... � . �� . � 1'� �1'1'1 I ': I i 'Al. ---------- --- 1� ; M is 13 1: KI AL NUMBER 1010,0 . . - ---,---- a mu T-4 2P (In ce- U_j m 27.0 (D C)e Ly Ca CL _j 00 : : : ! I : 0 ! ! ! 2f o i i : . .. I LU I ! - X : - ` Uj F— Cy � . : ; 0 ce 2r- ca LU r_0 0 § �— LU LY- 1 1 aR 3: 0 0 0 - i Lu < LLJ = co LLJ 0 0 m < F_ �-i 0 Uj Ce (n .PW Uj a 0 > 0 C) F- Uj pr u m < LLJ 0 CL (1) ry- Ce ;z LLJ --- � 0 Ln U-j 2'- LLJ 0 w n C) 0 LLJ U. �j i— ;a X C) < U I-0 0� �-� � 1 0 0� LL_ >_ 9 CL o U.J --, 0 CL ca U Ce F,-q cy-01 U 2! .1 Q_ LU - P-1 LIJ P-1 a 0 V) . UJ Qa� -- I- 0 >- ce- Ce ZP UJ co < > --j F- --j 0 <3C w U) ,e �: W (n U LU 1_-# � 0 Ce F_ Ce. U.J ca U :C - 0 Lu 2f Ln U) 0 (D 0-ae 7� ca ._j YE: Lu < a a 2f m 0 UJ "3: C 0 V) .J U-J 2: - 41C :r_ F- Of —5 (n >_ �3: 0 �-- a., r- - ;.�_ 0 L11 27-0 U) LU 0 . (4 (D UJ 0 111-5 C-,e 0 >_ a. ca CY r-1- 2! ,-_-) < Uj 0 __j 2! (/) k---4 _j < LU U) < tn ,z LLJ ... C)e (n (n < (D V) C-Y- 2f 0 LLJ 27-F Uj 0 P-4 0 , F.- U U V) U X 0 LL- Ul w V) a LL.- 27- a U ;2! r- .rz < r1 U) Uj 0 2f U-1 - LL_ �- VP ;�-Ow .-r- (n 3: r.yf cc LJLJ � "I 0 = U) I Ly cy- . 0 U-i cia LLJ I P-4 ! _j < U _ 0 , . , Hor ( Wlk ,,I I _. fl.Wahlc I-Qk,rellcccl 1r, DE`->KJN (,'0D1:,'_ ifiti-) -Iin(y (,'ode,'Re"; (lei) ha I`)() IQ un(:l am C -.--., - j ------- , sit 1111dill.d. 11 I I I, () A f)S, ill 11 I I 11 11 ... '....1. ..." . ..... . - - .. .... ".. _..", ....'. ,,, .___,.. .. ..... .... . . .. .... ..... . � . ...... ... 15onr,y.:. on or 1i Mal St.. d Wal.1 1\1 00I ' ...... .. .... - �-�-�---,,,,---,,-,,,,,-,-,,",."-, . . ... . . I I Roof [_Ive 1_0ad ............ � '' 3 o list. 1.�(:)(..)I"i)C,,I(1.1..-,(.),.1(i''..,,,,,:.,,,,)5 5 pstif'or tile root, R(.,)(,) , Dead 1_ ,)i.ld ....... ___30 p.,,� f t'(_'u n1c vtwfwith ovcr-built 11,0C.M. , : . .1 , : F1('1)(,-.w I - Ive 1. ... .o".1d. ................ 10 pst, j_'j()(.)F1 :) e�j.(l 1'.Q�1(1 ........ I, .. 10' I I ". IN Jr) __m Wj.,� 1P11 � 41 trw �. 1, I . %� Ij1(J'__�j)CCd (Vj,j1j) 1. 'k . I I 1, r I , 1, I 1. . - . 1770 mph F ire Cotk�ovv C, Rill", (`,1tC�(.)1,v ...... _11-1.1 1-1 �, 11 ,�j _J)(� I I _ , � ............. 13 t , J. ,],,, '1'�r __ Hiclosed ljlternall 1) fes'sure (..,oel,1 � � mQ11t - ..., , - . _ ( ..!; -) ( ... ), I 8 � SO I 1� 1".., 1 j : i � ...'. I r 1. ; I 'AlloNvable Soll Bt�m-11)11. I? . - . I �, ., ')'�00 psf ! .. z ("N11J, ffl ... ... . .. ... ... . .. . ....... ... ....... . ... Self WCILI,fit: 80 pst, Results .1 I .11-1.1'..., .. I.. 1. I 11 .... 11 .... I . . . .. ....... I ,, I ... I.... I I—— I I I I 1. . ... L.I..'....- . ... ... L . .. ... .. I ... � .... ... ... ... . . ... ... ... 11._1 I..........".".. ... 111- 1 I � ..... ["Jell-jej-11 .... ....... pl'C_(']'�?,111��(,�rc,d \kood rool"Irusskl-, �:, . Shape ... � ........... � — I i Ipped, (Jabl ,d 1:'��tures S lope � , '' � _ � ........ __ �: I? -5 , 2.1) �\"!.'A.1_11.,s I . . . .� 1.""Xm-101 . ....... . . ........ S" C11111, r1]1l1`1inu hond, 1't:1, lif(_) v�,, (.'d for t.-Irststory .... 1- -.1111.1'......_ ...... , I _1x0 (jii'n.),,,,... 6, " 0�(' d , 111, I �e(ml \\-`(..)od fi"�11111m� \vall 41 1 .. I . I IM'Ix. fm I 11 r L��l�"",�.,.,11"Il.��.�--,.I.I'�'I.",�..�.,,-.1,�.�.,�-.�.� . -�-1,-,.ILI..l...11 .... ........ _-_...11 . .... I .... . .... , -1-1-- .... ...... - � � I �. � I L1 t� May,.�'r,-i,,jr,n�(,,i,d'i-i�ISI-c,ssl�?,'�), = 0,66,10 v " , _ " 1, Ii Nl) 1_00R ) 1 _r I � - DO W ,7, -1) r, [:1",o(-.w 1,01 1 k,-ft PN " mn 1,529 Ot I-Jeiiwnt ....... - — —, - r 4" cmwrctc slab o �!j-ade _ � 1_'� dg C s . —, - . . ............ thickc,ncdi 111ow-dithic),v11 h 1,(--totifW"� �- - � 1`11-civ1crit . ............... . ...... _A-lonolithic, \vfl.114" slaO . F , dges .,,.. � ............... 1� I (hickcne(I ` � I -i i o i i ol I i h i c vv I t 1) �'4 .) (.,) H 1.) zt�F S , $ �1 I D�1)1. .. I..'' .1.1 11''. i;, ,�'. �.,.(\�: ��!_ ") &! flA_ '� I -�_ �1, 'I - . �, _.� _�� .."�, t f) v � r, \ .. � - .. '.., � ....� A . . %. - I , kmoh'th .. . ,( ." . I .1 -.,. ! - . I - ! � " I * ("Ail,'WALA, Dl`��SJGNN . " I ii I! -.-, - ; [ I' (' J �'MIL .� . - %,� I I , <'. I . 1) -1-11e max �'k.md load f"61 ."Ill 'S 440 psf(alterapplie(A lo,ad combination.) ; rl 1,, (,% J�j �Vajj IlCigilt'S 1(y ,- � -1 :i . , I _() . , I . , i 10 ") (.' J.,tv'I'v lodd 1`o n-) 11(,wv 1,� 14'05,.", 455 p1l' � 3 .11; , 1 ! 11 4, I I Gra,d ro I ' 2',\5'1� !"- ),�' , ."80 pff X i i i t �Ised,�`5 rebar \vlth kjrf��mtlmy,"i' ,1'(' I 1.� J lie (.-AMU \vall is suffilcient U.) resist the desion five [oak], ajitl wMid loc'A (A. i i 1:D � I . I : : ; I i � ! - ! I -he max \\`v�d load f,or NN'.111 k, k) ps" i WI I ; � i i 21 ma.\ (AR) wi,d] licight is 10 %V � - 1 J --a v' ad J` oju root''s 12 t,x 5 5./ 2-330 plf : w , ' , . � I Used ,TTV5 rcb,.t.r with g I ; '. I - � � rout in 4' 0.( ... �, is OK ' : '1 I I e _. ", �',vl t-1: \\�,�_111 'S suffic,ierit t�_) resist the desitm I've, load, and wHid load.. 0K.. 1 , ) I t� I I - If ('A,11.) NNE all 1),111C max wield lo,ad fora wall Is 46 pst' . ..i ,� ) The max C),1U! wall hcit7,11t is lo,-O� (, , 1*' floor, � I L - 1w I q,�111 �_' "I - 1 I 1 :), Z, - , 4 "' 3) (1'jrx,,'1v load Froni floor js23 x6 /2--7, ,.-, pif I ' ' 4.) Orla,,,fly load Crom rooffs ?_4"x,�5-1'2-.-_660 PIT I 7 47 ' s 'ed 45 rebar with ,groutin,,y v j ) I. � . -it t( ( ct .1 I " I I C ( ., �11 t_' N,\�, a I I , 's " I I fh c i e I ) resist thc dcsigii live load,, nd Nvin.d lc. c.1, (..)K., WAI.-J., FOIJNDATION AN1.) UPLIFA f-OALI) FOR ROOFTR(JS C., 1 I J,�A,y1.,A,RJQR FR3 f(.v 2 story 1'J _1_`_ .__.__.. � 11.1 hThc nl�,Ilx CAR, w-all 1161,111111t Is ) , ! , , , '4? � (11 r t�l v ity load from ("XR.1 Nvall is 1000--800 plf 3 ) G ra v i t v Joad tForn floor is J4�x65,,!_2-A55 tilf I I " " .1) (.3'ravity load from. r('.)ofis 32 x55/'.`--,--880 Of (.V-:80(.) +. r- 8f �..-�_) 1 _35 pit, " � . 1,�!-Sc ,_,�-O n-lorlolithic 1,001,11� � � . I .!,S, the Io,Lld beal-111" c'avaQ1Jv is: . n A - 2, 0 �Lx 2 5 0 Ox 0 � 7 F, 3 5 S ( '�> '? 135 0 K - I - ') 2 1.3� L'A'11_11"I�JQJ,�. [-"'1'(j fib r I Stpr I ) Thk: max C'MAJ X,vall heigh.t is 10' � I � ,)) GrvJly load froill CNIIJ N,V,- I I , S I Ox 80 � 8 00 pl f 19�_ _.) , I C1 1 3) (Jfr�.o,Jiv load Crom roofis 1 2'x55,1;2 m'330 tilt' G _-, 8 Myi --- - --- --- I 1.10 plf J � 3 3 0,, I , I � Use 1 %4" mom,'flithic 66otings, flic 4,md bearin&;, capkicity m � - I... 111. I ... I—- I I..''..... � I— ...-l-, 11 ... .. .... �.,.�..",...,...'�"....�..�..,."...�.�-.�...�'. . .... ... . . . . . ... . ... ... . . . . . Masonry:810:nder: Wall I , .., I . r':) C-T�'t, '", A , ��r �,,'' �� ,_,� .. . ii '! Qe")un,t I . t�ni G P& CC�p,�)a�l,,-',c�29,,,()��"(Ili�,�.,'i�)3"�9 �"ET�).�)4"�L3�,,On�"stfi)(,tikli3�('�lc,r,l., ,I .. - -'(�'�,�%'ke)"��_Iy C�, I a C f7Q .:.:::. . : .. . YP . . ... . � , . v I .� 11 . L"' "..- ,��"..�.�-��,��-.,..�,�-.",-- _ ...... _.,.,_._,,..., ! .... .. ... . .. . . . .... . . .. .. .. ..... .... ... ....... . . . . . I A � . .. .. . .. . . . . .... ... r.. . ... .. . . .... ,� :.: ' -- E`ERULC,',NC I'X' '12�ilii�,,'��"!�')I�,��'e�t,,' ill 11 I I 11 11 ... '....1. ..." . ..... . - - .. .... ".. _..", ....'. ,,, .___,.. .. ..... .... . . .. .... ..... . � . ...... ... 15onr,y.:. on or 1i Mal St.. d Wal.1 .1 ...... � .. ..... ,--,-,,,, _. . ' ...... .. .... - �-�-�---,,,,---,,-,,,,,-,-,,",."-, . . ... . . I I � 4K, LET;�, -,,-,-,,,,,- - 1.11 L-11""11-11' 1 1-1- "I 1,11--l' _ .-,- � "' __ "' ._ _ ...... �_1111 1 11 rt� Nrn �Lr re � `,CA:JnTi " ' a � Eii�r3r,7mard r, T�)y . (�Aand GO � CC,'-,f)rj4ty,"�k29:...',eO4(#�,,339,ik,��. 1�,,',, � k 9',,# A� Ac,�f, . g i , .. I �f .. . I , I I " , . .. ... ... . ... .. . -_,, .. I . ... 1 .21 ,X, i ) - �, � � ; - . .. .1 , ,,,3, . ... .. . - , t. 1111 I . p�,�,vj 1 1 i .. I . I I . ..., .. .1 . ... ... .. : : .... .. I I . I . . .. . . . I.. . . . 11" . . . . . . ..'.. .� . ... ....... . . . ... . .. .�. . ..::..::: .... X. . . I" , A . . : : ... .. I . I . : E�N'Ei'-,C,ALCII.NC.198�-ZO'2,Bui�',I��,12,9,16,Vfllf,6,1?-�lI " �11 I .. .... I I �, I IF" Sang-Yub Lee RE , : . .1 , : Flodda No. 72328 ___ __m Wj.,� 1P11 � 41 trw �. 1.��; �!. I 1 D C� ,,� ,,-, I- i �-� ,I i . ,e _'� I I I -In. , 11 � i � , -1 U -,"Supt (j�lu ,vall 1, F� .,11nn. �� 1 .............. �� Code Refei-ences .. . .. .. . . .. � ... "..'............-I-... 1. I..... ... I . I .11-1.. 1".., 1 j : i � ...'. I r 1. ; ......... . OESIGN SUMMARY : .... .... . ...... .. .... ..... .. . ..... .. ..... .. ....... .. .. ... . ....... ....... . . ... ... . .. ... ... . .. . ....... ... ....... . ... Results reported for "Str -ip Width" of 12.0 in I .11-1.1'..., .. I.. 1. I 11 .... 11 .... I . . . .. ....... I ,, I ... I.... I I—— I I I I 1. . ... L.I..'....- . ... ... L . .. ... .. I ... � .... ... ... ... . . ... ... ... 11._1 I..........".".. ... 111- 1 I � ..... -.1... � � 1 I 11,11 I—. . I 1� I . .... I ....... I.. I ..... - 111 � I., -11; I '(.�,rr Go%, -1 - . . .... . r,g Loa�d Corr on , MWL I 1� U ' "' ' '' " ' "' , , " """' '"" "' , "' , " "' "' ......... - ", ,___ -, "', Actual Values - A1!cjk,vab4,, Values_ '' __,_ " " ""'' ----- - _ , "' _ -, " ,____ _,_rr ..... .. .......... . ........ - "" '', Lo;::id C-l'of ziblInations (Iced � 201 0 1 B-C & ASCE 7- 1 0 I . . . .� .111", 11, I— ... . ..... .1.1 � . . I ',';,'�.'-" %lo!ix,r)t C,ap)acity C�)ef�k ... L,L"", 1-1.1.1111-11.1.1 ,,,.-. -.11 .... 1- -.1111.1'......_ ...... . LLLL_" L��l�"",�.,.,11"Il.��.�--,.I.I'�'I.",�..�.,,-.1,�.�.,�-.�.� . -�-1,-,.ILI..l...11 .... ........ _-_...11 . .... I .... . .... , -1-1-- .... ...... - � � I �. � I L1 t� May,.�'r,-i,,jr,n�(,,i,d'i-i�ISI-c,ssl�?,'�), = 0,66,10 nerol 1.nfo .. . . . . . Ge -rm�,i,tion ... .. . . .. . . . LL. ....111 .... I 1- ............. _ ...... ....-1-1 .... .. - ..... .. ........ I-- .... ............ I ............ I....-,-�........"."�,,��.."��,�-�,�..� ... � ........... ... ........1.1 ......... - � ..................... .. .... ....... . i i +0 900+w DO W ,7, Max Mw 1,01 1 k,-ft PN " mn 1,529 Ot . . .. 1-Irr- Conrslmuo!co Type Gro,,.Aid �J('.�j�()VV Coj�,"L I 11. r e t t..,, M C �s al m y � ; � - �0 I f �,A �t; � ', S � �'c e Des �1 e o n C �, 6, c k , CtL 't m I M n. Deft- Ratio I . 271,654 Max Aflow Ratio I 50�0 Fm "III' 1,50 I'si , Ncm,t Wali Ttljckncss 8 !�,i Te,�,n,w- DdIf across tbc,mqss z " d c" f I F . I : , D + L + W 11 I�Jl NA,�'y D(J"ect, !11 �,,� . 0.44,17 r !"lax, Ailo�,v DCM� 0.80 , . �� Fy - Y�e:d 6 0, 0 k,�,,L � i, : � n �4�) �:,,., * I hc k!"ess T 62 5 1 L) , ,� 'AcWai Min Mcli,v i' Ut-Of-pjar-e DO Pat, 11500 I : I r, -,,,,i,,,-,. r", � 1 ,,�� %:', Y. i 1 A.�al Load 0�,eck 4.4 P 4 Max Pu I Ag 110o, T)C,j 34,330 ps� 0 2 " fm 0 J�, r- . T'r 11,��,��"'jvr? = f 61 0 - �.�, R-4mr "X(,fis!arw.e 3 8 1 3 i5l !Ai�"(r; 1_11'�!11 '� : W. i � , I U t � � 'y t' 1,1:; C a, � S" e�.,_,[ ,1`0 I—, 0 O'� ) 2 0 i ! +Q 9R)+E C) 44 Localion 5 167 71 F' �. , ,,, �� Em --, rnl A, �1� (900,0 . Lo,,ver L,?�,��el Ri,�--U,ai- , � I I ��Wi` Re-:nforbfig ! "I � tJr,�,,t Cl'eclk 00 kn 0 * CniMmIlinq As:'Ibd 11 As!bd 4 0 0 0 1 6 �-) 4 ,-.1 144 rho tha! 0.1144 : r, EJ . Glmul 0,,�,_-,,Ar-,; = 1 4 0 Ip,-., f 3,�� Bar Spacing 4 fr_3 0 'It � i i Plm,,O��-,�_. -t , "'. �,,,Ii.�i��!�.,�,��,,!,,.,-��,'�c,,�it,.,.�ell,�lI 0 NI c � av," k'� r) g . 0,4415 k. f' m'n"'mum Ph' Nin 1,1,60 �_�11 J.� I !. 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I I Verfical Loads . .. . . . I � ! i �_ 0, �X'11 Q A hl. a I �) b � �') 1, Q �! C� I I.; 0 0010 i 6 - 5 t5' 0 0.44 005 0.90 , 1,28 OU78 0.0017 10.1144 .t . . . .. . . . I—- I .... . I......., ".."..... ...., ....... � ..... :....,....,.,, 11.. ....." � ..... � .. , . ) I V'�Jli�_L'�jl �'j� j'y L�+-_",� . 1. . . . oi_ ,,, -, � -: ��'�:�,' � , -1 � :, �",, � ; "'; ;'�� : -: � -: � "J , , �' k,-, �._ . ":,il'�--�p: , I I -�.' .. . .......... �, L ..... --- Al. A � � .... �. L"' � � �, � , , .: ,� �. , , . I,,;,. I _ , . ..1.1.. 11111111- I .1.11 I—— ... ... 111111 . . . . . ........ . .... .. . ...... _......"...........,.", . I---- 1. 11-11". .. ..."', I I I— 1,111. 1. 1. I I �) - I , "T 1A Ntll, �U- �Ik�ql , i " � - F k _� " �, r 1. � N �-.,�. S , " o �y .., _� 11 I I _i) ... _ � . ....... -.1- .. .. I .�_ - L ----- ---- I— � � - _ - - _Q& - - 1, 111.111,11, � i : � '6 ... �_'�� -"-)!j D e s g n M iations "'k aximum Combli . - Deflections . . . . . : � .. . ...... _ ... .... ... I . . ..... . .. ........ - ... ---- --- . . . . ....... . __ _.____._. ___ ---- - � ... __.___ 11,11_ - -------- ---- - -I-.--- --- ,-..-.-.. C" 6� r i - o; -,i d F�c(, . -, ; ,i:,,nv�c�i 0 , ,� () i t 1 0,80 1,210 i k,.�,. .� 1 � Axia It IL o, a d 1100mlent V,-ilue-"� ��', b f I n' e's ,,� 0 e f I e ,t i o n�,,; . Gomi,.ntnc Lo&ul � I kAl ; : I. Lo,id Cornbination pu Mcr .,- Mach"M I gross I 17 11 1"� 1. '' I cracked I effedive Deflectitxl Defl, Ratio .1 . ''I '. I - n �'. � � � � � D , L + � r a I 5 67 Sr � 6 ( ". - _)0 - . I ,�j ", ;. _� � -:�� . - t.). 4 4 . -,. � �, . I I I 0 (11 r, 11 33 1. I 0 , I I I .. . . 1, I . I .. .. .. . . . . .. , VA el 'i" .I j.'0; n � �-, \ ' 5, 9 11 f4? I I 3 0 -1 , -1) L� .1., , 1� � D �, 1, � V�l at ,51010 �0 5 3 31 I . C) 1-1 .5 0.4 4 _/ 331 10 1,N e1,122 20 635 0,442 271,7 Lateuil Loadl�; .. . .. . ..... . . . . . .. . . . . . . . ; � � 0 - L. 11 VV + &12 at 11"'00 11!j 5 �,.` " I (. 7�; :_9 .1. 0, I 4 1,(12 31 �3 11, 1 0 i 20,22 210635 0. 4 42 2713 - . . ..... . . . I—. "I'll, I I - 11 I .1. -1-1-1 I 1. 11-.1 .... . ;11.1 ... � I _ __ .... ... .. ...... . � ..... __...".. � ... _-.1-11. -1-11- 1111.1.1 .......... -.1.1 11 .... .... -.1 ........ F..P� �11 � � ;� 1 716C) �-��', 1.) s ;Ie:l�;,)Jil"O" . ......... I ........... . . .... I—, .. .... ...... .... I ........ ''."", .. . ,,, I _ I " —1 11, 1...11__.. 111 ....... 1 ...... I ... 1111_ ................. l, - I - 11.1.. I ....... I-— ,,_,__. I I 1, I "I I N",1 . I 111-1. "I . : I , q A �0...,.,!� '�,.j i,-,�f �_';..;S-)�r, ), ini"':A, 1.101:Cy'd Di *CA �.�,,nlr� of 1..atom-al W�.,,-O 'Neiglit � .; _;'< W 1. IN i . �r e �,,� AL_`�,�,i�,_ - - 0 + 1, + S ;, W I'l? a � � 0,0 � (�� 5 , �') I L I � , ., I (V� � ., � I . - 0,44 10 , 1� I - 33 1 '111) 1, - - 11 ) 1P `�,.'� , U X, 4 4 ,,, � 4 9 � " �j -� 2 I. 5 "" 7 0 , "", 5 " ) 4. 4. �� , ', - " - �. I I �') D + L ., S + E/1 I �,l 5,67 !Q &G,"', I (" 3 a 0,44 1�" 0, 03 113 1. 11 0 f I 2 3 3 1, 10 .-,,) 0, 00 1 90.1555 � "I'll " ��: � F 1) I J.) 0�0 PSI ��e'sfnic, `v%W� LaIeF�-�l Lc,adl _; ! I � I ,.,�,,� 1 : ; . . i 0 1, 0,5(L' Lil t < }.r "v, at 5 f'jQ tc, ,�,3� � 1, �, PNI 0 44 0.75 3 3 1, I 0 2 11 19 2 23.334 0 2 1 i-,) 555,9 ; : i A 0 t L r ) + ", �. -11" � !, t 5 il- 7 14 c, ��`, 'n"d �4 1� .. i.61 ,� 0 � 414 . 0 U v Is I "'1131 1 � I 0 1, I 01, 11 N 2 5 I , 1; " 1. 1) *, � .)_0 IV 0 1 i : Reactions - . Vertical & Horizoiltal .: ... .. .1 I ... 11 .11 ....... I . .1.1. 1.11... . .-I., . ..., . _..._....._. ..... 11. I 11 L '- .... I ... 1. .. " 'I . --- 11111 -1,111.1 - 1,111- I",",". 11-I'Ll I 1.1- �L I ! I Load GwbmA�on 11 I . Base 1111....... Hor"zontal . "I I.". . I .. 111. . � I I I . "rop �-ionzoniaj Verlical Cr4 Wall Base . .11 . ''I I I , 1. . .. .. I ... . . i . . . . Q 0 n. J y I C11 0 il 001 �� 1 350 .1 : I ".- 1:.A "!"!v % I 1111' 14. D- �- 0. , () 7 () 11.,A) � �.Y) ; ! : I i : E % �y ,0, Q i) -� Q, �,) no �, 0 .-Y"; 0 . I i ; I)+4..+ Lf 00 , 0.01 ,,,,, 2,' 0 ! I ! � [) 4 } , �, "_, ,,�). 0� , 0.01 1 ".�150 1 .11 1.NJ1-.-"RJ0,R ......... � ...... I ..__...._..._1 --l- I ') ,..1 h C-, I 11,,i x t'r(,. I I I I in g vv�a all 1 A e I gr 1, I ( i S I 0, � 1- 1) -avi , I d fro I )'I fi ""vl I I I I I k Y Nv'a I I I S I 0 X J 0 -7 1 0 0 p] 2) (ir I ty h,)� �, 3) Cjravltv kxld from floor is 1.2',05_/'11L�390 pit' I () 0 i 3 9(,t .... 1. 490 1� it, . . I . ; t �, ) .. 1, I Q I ,1,s�: 1, '-4" n.'i.(- nol'lfi,c f',,oth)p, tile load beal-11-Ig capHy ts: . .1 , , . 1'.) �� 3 1,� 2"x 3 ','�,, To be S t e e Co I I t i i ii ii . - ..... Ili St (1 ("'Olumn Footim " (Irw, It%: load 258 7 7 I b's / ? � k . Tol�d (,IT-z-.1T";1tv load fr�:)111 lNv�o S1.C(_,1 f- ol ("till n's ") �,� `7 I bs 79 6 �N I h,�, , 3 z 8 4 5 1b " . 1� . . _. _,, 4 I.-ise 30. ,\,8' F- i, OK, - ;Y-' � 4 -, I " I � ('111, -' I.Jiflift to.-id: 1 245 lbs, (4) -7-;S" through bults -" bem .. I I " t,r U S IS k. I 1) �y Z7� * I I I � I F" ', 16n`xl6"('.%11.',(..'Of.t...j\;IN� ., _ Ciravity load - 338 sq ft, x _551 psfx 1, , 4648 lbs [JI)JOI I.oad, - '38 sq A x. 40 psf N, 1, -=3380 Ibs ,,`)S()()-)A . - / (Ai t-) ('Am.i,i) 1-11"(--i Cjravitv: 064K 4- ( 1/`2):;", 1,37 w I ; 1 11TG1 GravI w - 4Ax 1.5x 10 pc --3600 I. hs :L , 0 1 b,", , � * (Jrflift load- ..)380 lbs, (1), Simpson 1-11---: "t "� t�,--�0,tii(,-[',,"4'° MA, Smispon'TT-IT'N 111) 130t.'T, (Shear C'api1C1io'::----- 1 5000 lb) 611,� 7 m ,�' truss bearQ. I 11. ,_ , I i I I L.- _ - _..r _ 1111,._ .- J � : , ; i I ; . ; !! I I I . � � I � � I I I I z z � I � I I � I I I � TO THE REST OF MY KNOWLEDGE, THE DESIGN DEPICMD ON THIS DRAWING COMPLIES WITIH THE APP11CARf- MINIMUM BUILDING CODE IN EFFEL7 AS OF DA7E OF CERTIrICATION BELOW, '. ". 11 ' e____1' ",. ,d:.1111 09-30-13 Sang-Yub Lee RE Flodda No. 72328 ___ 11 0 �� 1 .............. �� : ... , ,Z�;;; � % � I... , I � "; 1, IR, .11 . 11 ., , I I � ... I I .11 I .. ” „, I 1".. .. 11 "I 44 - <� P4 DO W ,7, all� �4 't m 73 w Z--' Q El 0 F-1 El 4.4 P 4 8 C) 44 00 kn 0 * 7�- 4 44 00 A EJ Vqm. V) " 0 P4 _e14 i_ 0 (10) Cw 14 0 mmo � LIN'� *" > Z4 <, 10� I,-J, *mw " W4 M V� ,0� U r �_-1 . 0 �10 z 11� ... �:,. I :: ell 'I- 11 0 I .. 11''i & " � . ✓ I . I I'll 91.4 .1 I ., .4 ., �.. "I'll.., L �, zi ,&.., . ... � !� � 4 . I , N � .15 1. � , I .�� 11 ".. , - R [7,j ... ,_ _ '' ___ DRAWN BY - 1HERNANDEZ .-.- CHECKED BY - ______ I'.....- 22 X 34 = SCALE AS NOTED lIX17 = 1/2 NOTED SCALE .------— ! � SHEET .. .. DATE � . I � 09-30-13 SHEET REVISION INFO __... . .... . ......... . ....... ... .. . SET REVISION INFO ... _... - .. ........... � ..... . ... � .. ... .. _ _-.1. I .....-.....-.......�..-...-�.-�-1.� -------- - .�.,�,---.-,"---..-"-".�--".-,�.-A E.T---.DESC.RIPT-.10-_r� BEARING"" WALL C ON I II ALOATI - ___ -..-.-�--.--,.,�---,-.,--------------------�---------�--.-.---- SH . .. .EET NUMBER . .. . ....... ........ ... 1 . � . "I'll.., %11 ..., �11�, -7, . ..�' . ., ,�\ , , ", �� . � .�,- i I j ; X �', I I ,� 1. , I 1 I ! � .� i 1 , I .� 'L � � I — , .. � : i —.,------..�,�.--.ii"-.------..W— . � i S"ERIAL NUMBER 1010,0 � 1---------m-6-6.----M----,��---. C)�� ce- LLJ 2-11 U- uj uj CL z 0 uj ca > c) LLJ uj CL UJ UJ LL. CL Lu LLJ U co UJ Lu CL LLJ CL 0 ca UJ ca Lu ce Uj Lu 0 z 0 p CL LLJ ca LO LLJ CO uj /4 BL � �U �|E(.|HOD[S [O BE 7OXX CDN||NUOU5 RANl UAVWC A O5Z Z�N� OXiOE CON[[N[ \ AL| UU T1^ 3/1. LXp. BOU O� �14^ m A3O7 CALV. NROU�H BOLT�. 6 �ECUHL COLU�N x 8^ EXp BOLB. �^ W|N E�BEO /. UL�|GN |S PREO|CArEO UpON 2—pLY RDU| QROL� SHOULD OTHEK CONF|�URATON BE PRDV0EO. NOUFY |HIS NEER R]R REV|�EO OETAL ENC|NEER Q| ANY DBCREpANC�ES ]/4^ 0GE { V�Y '—�� P|�CED AS SHD�N. SHOULD BACK UP BRACING, TR|MMED ] 4 VD TO EVERY OTHER PIECE OF 2x6 BLOCKING. NAU TO BRAC|NG, BRACING TO BRAC|NG, BRACING 'TO MAIN �E�BLR� �/ (�\ lbd UOG COWV 0N NAKS. \1 20 BLOCKING, @ 7Y^ O/C CUT TO FORM RADIUS OF ARCH. ENO NAILED TO PLYWOOD SHEATH|N�. |NS|DE AND OUT AT EACH END WITH /3\ 8d HDG COMMION NAILS —/ J L F AYER� � 'k ^ . PT PL),/W(,)( D S E TH M 4 VDE. LO T��ET 8d HDG COMMON NAILS AND GORILLA GLUE. SLi PLAN FOR ---/ CONNLCTOR BE|WEEN HEAD[R AND POST DR STUDS - � 2x8 ATTACHED FRAV�NX WALL w/Y2\ 16d HDG CDVVON NAILS @ G^ 0, C. WOOD POST' DR WOOD STUDS � (l) *^ � l�^ �]MP3DN` TTTEW 5^ MTN EM8EJ ~� (l) SlMPSON (A B) If, cJ x �OMMUN NA1L� N N .. ..... ...... 'A ��*� �/ | —u -/2~ RA� N^ 1. S. / lOxlO . ~~_ � m *O|F WAY BF UsED �HN5 UU NO| N[FU [O BE VEO �ROUT 56^U UNOER /2) LAYERS OF �.�.W. SEE Al W.T.& ` ........... . . �J ^ 3�pLY �|kl � (7) 4 x 12^ ]MPSO� llFEN HO BOLT'5^ M[N. EMB ED. 16^ O/[ MAX \ `\ OD 3IMPSOW HETAL ��/ (lB} 1.06 x 1Y�2" �JALV COMMON NAILS N.T& »\^ PR"'iD UARR�FR V N � \ ` ! uj ! �___ �� Florida mI'=, I 1� "I LOT/BLOCK TBJ NUMBEI M( SA\ ELEVAT MEDITE C) c LLJ F- F- :3= 0 0 D-4 CCI CL _j 00 U F__ R.A.- 0 c) �l w U) cy U 0 u-i F-- Lu 0 CL ce'., ce. a 0 uj LL_ 0 Lij ce n_ 3: 0 _3 Lu M > 0 w 0 uj > V) —1 uj 0 > 0 > W uj 0 LIJ &_ Lu U Ln LIJ c) mw ci, 0 uJ uj 000 Uj LL. x 0 0 CL Lu 00 Q_ —1 U ce ca U-J 0 w u < U) Lu < cad LL) ca L.LJ cef Ui W 2: Lu co < > _j 0 _j If 0 < -0 LL_ Lu Ln (n V) 0, 0 Pf h U 0 LLJ CL 0 Ly C:) LJLJ :r_ ca u F— 0 V) - U-) 0 < u) CIO LIJ j Lu < C) II LU 0 V) �M Lu <r = uj 0 F� < C)e ccJ (D Lu 0 0 > C-3 U) 0 F- LJJ 2pp U) LLJ 2�`! M U-i Ln LLJ n_ :z (.9 LLI 0 LL.J ce cl- C) U-J U V) < 91":-) CL 0 U-i ce. w LLJ 2f 0 C3 uj I. C) Lu F Q) < uj U UJ u- 0 M, 0 Z7 CL u') m o Lu 0 U) Lu < LLJ Ui F-6 Lu LL_ z" u- u 0 g U-i < LJLJ LL_ u 0 (D LLJ Ly LLJ UJ � R F- < t5 0 ui cx� LJLJ CO u-i u U. LL- < u 0 LINTEL OR CONC. BEAM 0 YAX 1, Xl 0 C AX.1 (,-_ECUD '61 SEE PLAN .. . . . .................................. ..... . ... .. .. .. ..�'T G [' L. [-- �.., TIERSECTION, J'YP, S E'E PION 2 10d COMMON NA1S AT LAC.H CHORD IN FOR LOCATION ----- --------- .. .... ... . _J ------------ ----------------- ------ ZI 4 mm mm wmm m" wmw m.m um mm w" mm um Emu "m mom omm Row Rmw woo - W" "MR mm mm mm - umm "no mm wm Imm 2x6 BRACING PLACED AS SHOWN. SHOULD BACK UP TO EVERY OTHER PIECE OF 2x6 BLOCKING, NAIL f T -7 - - --------- 2x4 @ 24'' 0,C. --2x4 @t 24'' 0,C. BLOCKING TO BRACING BRACING TO V) Z' A� V) U-1 W/ C 2) 16d TO W/ C 2.) 16d TOE "D u 1x4 DIAGONAL C.I.M. E1 -)RD BTM CHORD OF BRACING BRACING TO MAIN MEMBERS W/ (3) 16d Z -TRUSSES NAILS @ EA END NAILS @ EA END BRACING, SEE PLAN WOOD ROOF HDG COMMON NAILS, FOR LOCAT�ON AND EA, SIDE AND EA. SIDE. . . ......... . .. . . . . . ......................... . ............... /,z -------- .....r_........_..._.._ T, 2x6 ATTACHED TO CMU WALL w/ 2x4 BLOCKING, @ 71'2" O/C CUT TO • FORM RADIUS OF ARCH, P, ...... ... ......... ..... .... ... .................. x ...... ........ ... . ...... ..... . ........................... . . . . -0 PLYWOOD SHEATHING INSIDE AND OUT END NAILED I X 3 V2" TAPCON 6" O�C, 4 .... ... .... ........ ... ... . ... ........ ............ ...... ...... ...... . - -------------- . ... . .......... ... . ..... = . ... .. .......... C)IMPSON H10A T EACH END WITH (3) 8d HDG COMMON NAILS MIN(2) -rAPCONS @ ONE P.T, 2X6 MEMBER A TA OR SIMPSON ME f, HETA 3 LAYERS OF '/4" PT PLYWOOD SHEATHING I—EXTERIOR OR BEARING LL LED TOGETHER W/ . . ......... WALL 8d HDG COMMON NAILS AND GORILLA GLUE. ------- EXTERIOR OR BEARING END CONDMON, IF DEPic-r-d WALL A 0 S C A 4 .......... .... .. ............... .. 4a ALLOWABLE UPLIFT= 1140 LBS (1 H10A) 4b ALLOWABLE UIPLIFT = 2280 LBS (2 H10A) . ..... ..... ...... _.- ............... .. . ... 1x2, 2x6 WOOD FASCIA SEE 2x6 or 2x8 STUDS @ 16 �t 0/c 2x BLOCKING AT ALL PLYWOOD SEAMS V• ..... .... .. • wi v v • SCALE. 3/4 f 9 1 Yy A [ Tf I j SC /-� I- N -f 12 N 1 v v B" I � 0 K I N G A F 48 O-c� I:: �RSJ 2 SPACES [_1.__A C 1-d [I-- N D � v ------- - 0" S,CAL..E: 1112 . 1, ---- 5a ALLOWABLE UPLIFT = 2050 LBS (I LGT2) 5b ALLOWABLE UPLIFT = 4100 LBS (2 LGT2) SIMPSON LGT2 OR LGT3,. SEE PLAN FIRST ONE APPLIED TO INSIDE FA( ................ .............. ....... ...... 1.1-1-- ------ . .................... ...... ........... .. .. . ........... .... .... - ---------- 5c ALLOWABLE UPLIFT = 3685 LBS (1 LGT3) 5d ALLOWABLE UPLIFT = 7370 LBS (2 LGT3) ------ ------------- ") r, CTHnQ A �/ I u %.0 2x6 BLOCKING AT ALL PLYWOOD SEAMS ...._ _.. . ..... . ...... . ............ SCALE: 3/4' 1 (2) 12 ((i) E A (2) 1 M 1"'(1) 0 N I- M A N w A CON -1-. BON BE=--AM SCAL[_ 0) _- __ . . . .......... ........... . ...... FASTERNERS SIMPSON LGT2: 16d SINKERS, FILL ALL HOLES D "IMP SON LGT3,, (26) 16d SINKERS TO FRAMING WALL AND (12) SDS �11IX21-11 TO &T. 4 2 . ........ . ... ..... . .... ....... ------- . ....... . . --- T v• . . ... ...... . .. ....... SCAI_E: 3/8' 1'..__o 9 • SCAI-E: 3/4 . . . . . .. ............ _. .._ _ ------ ----- - -- ------ ----- -- _ _ _ _______ . .... .... . .. .. ....... ..... .. - - ----- ------- ----------------- . ..... X, CREATE APPROX. 44 HO[.1 IN FACE OF MASONRY TO ALLOW GROUT TO FLOW THROUG[d - ------ - --- --- ADIDMONAL STEEL REINS. IS NOT REM.)IRED UNI-ESS SPAN IS GREATER THAN 7'-0". IF SPAN > 7 '__0 >> PROVIDE ( 1) #5, IORZ., EXTENI'..) Y OVER S(..j [D PORT D E R T F�') USI S POSI1'1"NED ON I L-AN AN 2x/-I- VLJ`�_FjCk. NAi I I A-11- W/ 16d NAI MIN, r- k� E_.. I ,l B L I I. r. [`U U IQ) Q'i I'll AR OR ARC11-h. I.)] ESE F. 1yR O AR"C"I'd. 2x4- J_OW All ,i R I_] p R f N A; I- S) C A I- FE - 1112 1 - w cn 0 ----------- TO T1 #E DFST Qf MY KNOWLEDGE, THE DESIGN DEPICIED UN III L5 DRAWING COMPUES WTrH THE APPUCABLE MINIMUM BWLDING M)E IN FFFFCT AS OF DATE OF CTRT1rCA770N Rr[pW. S-H-E-per. "T. DA_MTE SHEET REVISION INFO SHEET DESCRIPTION ..... . . .. .......... SECTIONS & DETAILS m LLJ C) Ly CO 00 R 0 0 T K A A V I V1 T R U S A N 1 -10 S`E E ROOF' ll_�AMING PLAN aar N^ PLAN FOR ALLOWABLE UPLIFT 1810 LBS 09-30-13 CONNECTION OF ------- - - --- 19/32" CDX PLYWOOD SHEATHING WITH 8d Sang -Yu Lee RE. RUSS Flodda No. 72328 �ER T RING SHANK NAILS @ 6" O/C. FIELD EDGES AND D� � m� �.. ��D ,� 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) N D\ OF SIM PSON HETAI-20 TRUSS ANCHOR WITH �� v , ll I 'Aft, NZ 12 ENGINEERED WOOD TRUSSES (14) 10d x 12. NAILS TO TRUSS, r r- - - 1111.0. el-111,11.1-1-1- JjJ If 0AC@ 4 S UBMIT SHOP EE PLAN I . ....... . ....... . . ..... I 4F T DRAWINGS FOR REVIEW /BOND BEAM AND APPROVAL 00 W) 00 cq ............ . . Po °R " "° l x 2 2 x 6 WOOD FASCIA SEE SINGI-E BOND BE AV ARCHITECTURALS COURSE GROUT SOL0 2x6 SECURED W/ (2.) 16d CALM. 0 BOND BEAM COMMON NAILS lx2 SECURED W/ l0d GALV. V 0 O/c. COURSE GROUT SOLID C) COMMON NAILS 12 ........... ...... .... €0. .. .............. .. 'i 0 R D, W/ A R C U" L I N T E L C) lam" .e.. ° ..� _._ _ __ . . ........ . _7 EJ q ® p u Ono 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @) 6" O/C, FIELD EDGES AND w,.,,,,R.,,,.�...,.,,...�.,.,. ,A9. .... , ..., .„ „� �..,,.., „.,�nw.,n,.Dw..w, .,w" ", :woT �h; -1-7 . ....... 4" O/C DIAP["iRAGM BO�JND ART ES (FASCIA) T T" SIMPSON HETAL20 TRUSS ANCHOR WITH NAIL. TO TRUSS, (14) 10d x 1- El �Al J If�1005 NR TR U S S E S ENGINEERED WOOD 5 r ....... .. . . :n s S I V P S 0 N I A R �ss A (18) 1 Od x -1 NA� LS PROV0E 5" M ffMUM CONC D [ .._ S_.[. RA[ , 1 EAC [ --- I SUE � OVER ]_RLJSS (NOT S ---SOWN), 1 x2, 2 x 6 WOO) 1--__AS(.'.'.JA `�EE A lr-_� C H I T ___C, I U R A I 2x6 SECURED W1 (2) 16d COMMON Nk.-I-) lx2 SECURED Y�/ 10d GA[.--,.V ( "; 0 M M C:) N NAII....-j 12" O/C. F1 SCAl 11 0 4 a A[J.._.OWA131__._L �_] I") LJ FT = 6,000 LBS (2 E3ol I S, -1 F_Gfl'-�) 4b ALLOWABLI . . .. . ...... �_JIPLIFT . . .. .. . ........ ... 11)000 LBS . ........ ....... . .. .......... (4 130 I 1S, 2 FGTR) ...... - I v v v u U D F1 h I I I! I I '1 LJ v v I I F] O(J SCAI-E: N.-F.S. ENGINI'lRED W"U-) TRUSSES SHOP DRAWINGS FOR REVIEW AND APPROVA[ [j 18) SDS Y 0 \ D _13 [__-, AM ii F S O [._. -) , 8" E A C I'l WAY 0[--- B O [_r-l- S j TQ THE DES7 OF MY KNOW.EDGE, THE DESIGN DEPIC-rED ON T 11!9 DRAWING COMPLIES W"Mi -RiE AMICABLE MINIMUM BVILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BKOW. IDE OF OPENING EE [.--ILAN () F`\ N qlWc,PC)(�Nl nFTA� J-PI lQ',q Am r"', k-� n P DOUBLE SlRA[ry' 11" NAILS J0 R 2 V V CONCRETE E� PROVIDE 30# 1 AS ISOLATION f MASONRY BON[ . ... . ....... ...... --- ------- A[ I....OVVABL.E UPLIF-j- 600(--) i_B--,) S (-*j A E.- /4" . . .. . . ...... 8d NAIL @ 6"O.C. — 2x4 W/(2) I2d NA _S D /A j . .... .. ... x Z_ TM PLA E 0 I'll I. 1.0 vv wl(2) 16d D G ("'�O M M 0 N NAILS� OF (j I SIMIISON I__STA18 A )N FGTR STEEL CONNECTOR SIDE OF GIRDER F.G.T. I L I T I KWIC 3 B 16d NAIL @ 16" O.C. FF,,ICRE"TE EMBEDMENT MIN. 1" x 3" SDS WOOD `CREWS PLACE FGTR ON lNr_)`lDE it _�IOR FRAMING WALL SEE PLAN F ")R EXTEI rF—CON'TF 2X(.5 NAIL 1-0 TOP ('/HORD OF TRIJss W/12d NAIL @ 6 O.C. NAH..- ]_O VER'l- MEMBER OI___ R U S S 3 -- 2X6 SI-PONGBACK SECURED TO AC; -_1 "I"'R (J S w /(3) '12c] COMMON NAILS PROVl[)l_ 2--_[RCJSS LAP SPLIC Imp L O C A I E[D E J -1 E R __ _ T01' 0[\) BO'"l-TOM OF FLOOR TRUSS ................. ....... ... -- ---------- ..... . ...... , W D � , . ......... . 2X6 TERM INA'710N BLOCKING SECURED -TO VER-l". Ml'--MBER OF TRUSS W/(3) Sr-)S ;,/4 DIA. x 3" SCI' EWS. �l SECOND 2X( w/(4) SDS Y4, x S C 1: LLJ Ln S(`/'Al_Fi (D .. .... . ...... SHEET DATE 0930 -13 .......... . . . ............ SHEET REVISION INFO SET REVISION INFO .................. . . . ........ . ... SHEET DESCRIPTION SECTIONS & DETAILS 4 y3� x6 R I B B 0 N, C 0"'N N A I L_ E 1_.) F -1- R 1.-.Jss W/(4, 1--11--)G C;OVMON NAIL S S I V P S 0 N' M E11 - A 2 0 ...J EA (/\i--1 1"RU SS E t-A A C IEND 90 Sl" D. H, 0 0 K S �—��. � 2x(3' [",J", S E E D F."] - A '� 1 1/ S 5, (_') 3 2) 2x BLO(_\,K NGS' W/ 2) FOR 0P F__'N l N _'1'Y P I I v . ............. . S Cl AI._ N. T.Y. SEE O' Ll N,0— SEF PI—AN "F,0.T&_-1 PI A 7. S S_; I M I" S 0 N S P I ---I 6 Oa:, .16'f 0 a C � FOR 2 X 6 INAI-1— C Y P F-1 Y FOR 2X8 WALL.- D 0 U B L I._ s -,I-- Li D U, N. O� &Ml_-_ISON LS1A18 Cg) '16" O.C. MAK "ore'lloe—(2) SIMPSON !--..S'I-'AI8 FOR GIRDER J_RUSS' YID ' ,--(2) 2x LOCKING 1 vVII(2)) I-T_."TAI__2 o/ FY FOR C�IRDER '_TR�JSS T Yp. SEE P LAN 0,13.13EAIV DOUBI.-J.-. BOND 13 AM L # 5 L A C 0 (J R S G R 0 Ul_ S 0 L I D COORD, W1 ARCIdl, Bra9li 1> LINTE.I.- I.- E D E L I S CCY E A. SIDE OF 0[D'E__NING "SEE 1_-)l..._AN I._Yl:_'.) SEE PLAN T /1= TG. 2 F vv -0 S LJ RED w/8d COMMON NAH.- S, 6" 0.('-"/. I, �) ) - 'J - "-" _.) P E R I M E _�'[ I L_ FlEl..1 ANI_ [_-J)("'F�'� AR(_ -JN[. I_R NAII "I'-)HEAJJ-�hG 1_0 I-OP B_t_V_ PLA_1_ES AND Bl..._(_)CKINCB w/8d VIVION NA LS, 3' 0'c) E A (J-1 MEMBER. T'll 1 S 1 S A Y H'E AR W A L__ L N AI L I G R E Q (J I R E M E N'-F 1._OWEF,�,), F-10YRTION F P Y W (--) 0 D WALA. SH'F_ATIlIN(`)' SI-]Al.J_._ EX'TFND r -T ovi I j S A N IJ B TM. P _ A 7f A S OW N SIMPSON L'STA18 A @ IF-" . M A, X, 2x6 RIBBON, CON-l'. NAILED 1_0 END 01---- "t-RUSS w IDG (`OMMIN NAIL(� 2xtD, PT, BLOCKING' BE-TWEEN .T ,RUSSES SECURED T0'P OF 13(__1ND_' BEAM VVI PAFI ZF -72 1'-' SY" 6 rl 17 7 D 0 (J B L E K N 0 (-J\ 1/\ 0 U BLOCK W/ (1) # 5 EA C C) U R S F GROUT 0 I_ i D SCALE: J/4' 1 o' ) ) 1 1 T L I I N I ("" 78 K) 2 1 ` v U U 'v v /'-\ L L J F - I L M e\ "D S E U [� [---".'D w -8 d 0 M V, 0 N N A I L -S, AROUND 11U`�'V F I E L AN 'D E D(`� 'd -1-1 SHEA-IT]ING 10 '1_0�'-_' BTM. PLA BL.00K�N(' w/P)d "OVIVON NAIL.s, J L_ AC I M E'M B E R, 1- 1 S � —1 E' 11 S S A L."' A R W A IL L N A I L_ 1 G R E N,A.IL 2-x 131-M. PL-AT w/'(2) 1,6d HDG CO Y" 0,C , F"00'TING (SE'[--'-- PLAN) SEE PL.AN AND SEC-FIONS FOR 9z'E AND REINFORCING yp�) SIMPSON I S-1 I -Al 8 I— \ (9) 1:611 O- C, MAX W A 1.- 1. S'l_lJD @ 16 MAX. _ORMAT�ON 1".)EE ["LAN FOR WA1._l S_J_'(..JD V TV, C—D C. -_._._ < -1 0 RIBBON N A I L Zx B-TM. P[-,,-AI'E w l Cad -11) G C ' () M M 0 N N A L_ S, 8' 0,C, AND �'O ll-'�USS w /(Y)1 6d's 7-- 71\ PRF---1._'NGINEERE_D '16 DELP I"-[-. -1-RUSS. SI_JBVI_' DRAWINGS . ...... _0� APPROVA[,,- F RLVIEW AND -1-M OF TRU'S L: 1 E 0 10i") OF BEAM FLOON ]'RUSS (P CiMU BEAR�NG END o E A_ ' — L-A C E A ND 0 R WRAP '13 o" # R"O 0 F F ELT UNDER 0[� A['OUND JJdE IF),IJSS Hl'_M, CI -� ORD _�O ISOLATE V -E WOOD JH E C () N C R IE"' I S F E P I-- A N F 0 R) C 0 0 N E C T OR F V o VFR -Irl- , M[ _MKR OF "tFkJsl'__) WAS) si_)s Y4 DI AA x SCREWS. SE_(_"."i0V_") 2X6 w/(4-) YD /l/4 x 3" SCREWS. ... .. .... . z ...... . . ......... . . ........ . . S) C A (_. E J 4 1 _ .o SlMpr::'oN �--13 w/(4) 8(-,-.1 X 1 %" H D G. FACI-d END, lN ADY'l-ION Al')D (2) 16d I F-_ COMMON NAIL-S, T0�--.---NAk D __l' ) L_ A F I - Q F F �_) I A M S A lF- -3/ 1' 0 ) E 3/4 P R E ---- E N G'D F'L 0 0 R T R LJ S S STRONGBA(`K SEC(..JRF._D TO EA(..'111 U S 1'- -1 2d COMMO W�, 3) N _S VI D E 2,-'_'F R V,:) A P S P l C [_7 7 E D T - 0 .CA J_ I [L I OR BOTTOM OF Fl-.00P ]JY(Jss SEF PLAN 2ND FIN, FLOOR F L.- 0 0 R YHEA H N U, N. 0. CDX P'[.--YW(',)O)D G1..J.JED AN[) 'Y4 NAIL-ED WI I-1 8d COMMON NAll. --- S @ 6 E G E AND 0 )) F I L, ED TO 71HE BEST OF MY KNOWLEDGE, THE DESIGN DEPTO. TO ON D145 DRAWING OOMPLIES WITH THE APPLICABLE MINIMUM BUIMING CODE IN EFFECT AS OF DATE OF CERTIFICATION DELOW. SHEET DESCRIPTION . . ...... .. I - - ---- .... . .. ...... . . . ...... . .. . . . . .......... ECTIONS & DETAILS m ■ mu C) U) fy- u.j 0 � ca CL -j 00 u F— TOTH E BEST OF MY KNOWLEDGE, TIED IGN DEPICTED ON THIS DRAWING COMPLIES WITH THF APPUCASU MINIMUM BUILDING CODE IN EffT-CT AS OF DATE OF CERIVICATION BELOW, ,ell 09-30-13 Sang - Yub Lee RE. Flodda No. 72328 a r*4 um 90 c:) C=) 0 4-J u Z LL- C) < U) cy z V) LL'J 0 Lu Cie LLJ 0 CL cx-O ca� cn C:) Lju u- rz rx" 0 uj :c CD uj r-n 0 z a-" Z c) 0 ui Sw V) 0 > 0 > Lu LLJ C) C) Lu 0 t� u Eli ry� uJ U (n LJJ 0 clf cl- LLJ z 0 V) < CS 0 < C:) ar-0 0 u- CL 0 W CQ Rju 0 ce u Z < 0 ce- m 0 (1) uJ u- ca z 0 U) < UJ 1-u 0- cy 2w uJ ca < > xaavn 0 0 < Ui 0 Ln 0 U 0 ce. m U.J CL 0 cy- 0 z CL >- 0 ca U 0 V) Z—F 0 z :D < U-) U-1 m co LJ.J .1 --j —i X U.1 < en a LLA ui U) 0 uJ uj u < CL ce 00 (D ce- Lu Z > C:) 3: 0 UJ u uj z 2: uj U-j 0 (D LLJ 0 F M U - Lu Cy- CL < Lu UJ u LLJ (f) < LJ-J m u.j erep CIO-" z: U-i uj LLJ u-J _j u- Ln C) Ui = 0 u- 0 CL 0 0 Z Cy- ce. uj < ✓ Lu LU Lu z (D Lu u- LR-j ce Lu < LLJ Lj- Z 0 LLJ LLJ 0 Z LLJ 0 V) < 0 uj cy- uj ca uj LL. 0 0 LL. < u 0 1. lHERNANDEZ CHECKED BY SCALE 22 X 34 � SCALE AS NOTED 11X17 � 1/2 NOTED SCALE SHEET DATE 09-30-.13 SHEET REVISION INFO SET REVISION INFO --- SHEET DESCRIPTION--- SECTIONS & PROIJECT NAME . .... ........... -- yf A . . . . . . . . . . . .... . . . . . . .......... LOT/BLOCK 0089 TBI NUMBER 0089 MODEL lkl ELEVATION NAME R 9 T PRL. m mu CD uj (D ce ca 00 u F- 0 o l< V) V) ce U-J 0 U41 Lu 0 ce. z-w co Lu _j ILL. 0 0 F- ui CL 3: 9 Lu > o ui R-n LLJ 0 3: 0 Lu 0 > 0 > LU uj o F- Lu 0 u uj Q� uj U V) L,LJ 0 cy CL LIJ ce - 0 Lr) LL9 LU Mme 0 L LLI U. _j F- (D ce 14 0 ce LL_ >- cl CL o LLj 0 CL U cy-,o LLJ C) ce u ce 0 0 ce ce �-4 LIJ U ca C) u.j ui 0- 0 >- Ce ;Rw_ LU ca < > UJ Uf) m V) 0 ce U 0 Lcy. on b E 0 cl 0 cy cne- 0 2p 0L_ Ln 0 ZD < LJ_J UJ -j Lu < 0 = 0 LU ILI) Ui 0 (n LLJ ui U F- cy- C:) > 0 3: Gn 0 F- LU zw- u uj zp-r m: uj V) uj 0 LIJ 0 U F-- uj ce C) < LLJ 0 LLJ u F- 2r Lu Lf) UJ CL 0 u.j ce U) & < (D Lli a 0 Lu !ZE u 0 Lu U Lu F4 v) lJi 'M laz 0 u 0 i I_- ly U- 0 a 0 0 F- LU 0 ce 2LO Lu ui U- u 0 LLj CL < ui LL_ U z: (D D-4 V) LU U) Lu U-J F-- 0 U) V) < 0 Lu ce LLJ ca Lu u U- 0 0 U. < u 0 GROUT CELLS SOLID AT ALL VER"T. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING, FOOTING DOWELS TO (TYP,) MATCH VERT. REINFORCING. 48 CIA. BAR LAP SPLICE A wl,z.lxvvl.d- vvvvm 2 Y Ll. x 1-1/2" D RECESS _ I- I—- I I 1_� m 60" N. I... Oro/ MOMENT T RANSFER REINFORCING SEE PLAN FOR SIZE, LENGTldf QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) c'), 17- _0P OF Sl.-,AB TOP OF REUSS E ARC[ "I S) . ...... ... . .... N .. `I....�._, �_. /t.. st s .ass !.N721,`#5 HORZ, REBAR E PAVERS BY OTHERS #5 VERT, REAR Oct 16" O. C. MAX, CkD C) S E 1 \E L11 TOP OF RECESS 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER TERMITE BRICK OR---,-,\ CLEAN, COMPACTED, [,LA R -r n N F 41- Y-- "TREATED FILL CELLS SOLID AT ALL bra VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING, (TY P b) AYI_ 6 OF 6x6 W-1.4xVV],4 WWM 0 m MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTHf QUANTITY AND SPACING, (MAY NOT BE REQUIRED BASED ON ANALYSIS) 0 x 4-- 'TOP OF I.-A B A-A TOP OF GARAGE v A i .. .... . . .... S C A _F: J /4" 1' PAVER BY 0'fldER G IT 6 THE INTENT OF THIS DETAIL k" PROVII-H SOLID MASONRY FOR A DISTANCE OF' AppNOXIMATELY 6" BELOW THE WINDOW SILL SO AS TO FACIA-11-Al"E A VIEUCAL. SHUTTER INSTALIL-AT"ION AND J-0 MXV/E MOISTII-JRE INTRUSION. TH6 DE]"AlL SHA[-'L[ BE APPLIFD EVF1l�'WI--IE1-�E IJNLESS AN ALTERNATE ).1. DETAIL (M.JRED SILL c 1 0 I-d , BOND BEAM, ER) IS SPECIFIED, IN ADDITION, j+j IS DETAIL SHAI].. 13 ' F APPI,JCA[ILE IRREGARDLESS OF A SE_.(._'.`1_I0N DETAIL BEING SI-11OWN ON 111E PLAN, W I N I.-, ('-'W S I I_ I_ ('I 1 0 BE S L. T ON A F U I_ I-- B E D I- MORTAR IF REQUIRED DAMPEN _11-t Sli AND/ OR CMI,J 1-0 MINIMIZF CC) MORTAI-_\ SHRINKAGE— A WINDOW 2 4 4 cc 4 1N LIEU OF A PRECAST SILL A 1"OURF SlL MAY BE USED SO LONG' AS TIll DEP--- 6 AS SHOWN AND A #5 BAR IS PLACF FOR A DISTANCE OF AT I-EAST Wl[fll I 6 PLACE MORTAR IN'l-O CORE OF MASONRY FOR A DEPTH OF NOT LESS THAN 6". MORTAR SHALL BE PACKED ")_ H G H 1._Y ". DO NOT INSTALL ANY TYPE OF BOND BRF"AK (CAVI_EY CAP) INSTEAD USE AN ALTERNATE METHOD SUCH AS WIRE SCREEN OR OTIIER, 'IV I\"- . ... ...... J I . . . . . . . . . V �v v 1 , SCALE, l____.1/2 11 _:: -I 1 - 0 ...... .... .. ............. STEEL REINFORCING IN GROUTED CfEl.l SEE PLAN FOR SIZE FREC`A'___)I_ SC'RE[NF[) VENT, AND SPACING REQ1-flREMENTS I PER (AR' IN GARACE. ......... . . \ �J SCALE: 3 _0 " /4 1 H.- L ACROSS OPFNING. Pl`�EC'ASI CONC, `u(."IREE I PER CAR IN GARAGE TOP OF CURB IN SCA1.1: I L- REINFORCING, Sl--.--[ WE[_ S E\ MA 'CH JV"ORCING. PROVIIH LAP SPLICE. PAVER BY O -T'HER SAW CUT JOINTS PER PLAN. J01HTS SHALL BE CUT 4 TO 12 HOURS AFFER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING C *St A /4 (2) #5 REAR' S VERT, IN SOLID GROUTED CELL . . . ... .... . .. . ...... .. 8" CMU WALLI SEE PLAN SCALE: 3/4a, . - 1, 0 v 'TO THE BEST OF MY KNOWLEDGE-,'THE DESIGN DEPICMD ON THIS DRAWING ODMPUES WUH THE APPUWLf MINIMUM BVILDING (X)DE IN EFTTCT AS OF DATE OF CER71FICATION BROW, SHEET DESCRIPTION S E C 4 T 10 N E")' DETAILS SCALE: N.T.S. rn U ry 0 CY a- 00 u F— TO THE BEST OE MY KNOWLEDGE, THE DESIGN DEPICrFD QN THIS DRAWING COMPLIES " THE APPMABLE MINIMUM ML.DIP4G CODE IN EFFEcT AS OF DATE OF CERWICA110N DELQW, 09-30-13 Sang-Yub Lee RE Flon'da No. 72328 P'- ro CD 0 -u 0 73 u- 0 o < Z* (f) U*) ce LJLJ wA PMIAMY 0 uj ce (n ui 0 -DI CL ce. ce 0 LLJ u- LLJ 0 i Lu ui Co > 0 LLJ r-n U-J 0 m- 2f LLJ V) uj 2-F 0 >1 0 RW > LJJ lij 0 u u-J U (f) LJ-J 0 ce CL Lu ce. 2-7 ZD 0 CL LU m 000 LU LL- -J F- (29 �—q �— 0 ce CL - LLJ 0 --1 0 CL CJD u cy- 1-1 ui 0 Q(. U < 0 cy- ck- 0 (n cef CY. k---c Jju U Co z 0 ce Ln U-1 u- 0 >- ce- IIJ < 0 0 0 J= u- ui 0 ul 0 CY 0 CL C) 0 C)� 0 co u 0 U4) (n 0 (D < uJ Lu < 0 0 = 0 Ltj [JJ < W u m C.Y W ce- u-i 0 > C) 0 LU u ui Z-7 0 Y Lu �n Ui 0 0 UJ 0 U L U ce. 0 ra r pp 0- Z17, c Lu u < Z: U.J < Lu V) LU CL uj ce. Ln ce < Liu 0 C) ti .... 2: u.j u V-4 I C) LL- V) Z 0 U-i lK t---q 0 Lu ce Lo Z 0 C a ul C) r 0 2r- LLJ F--q CL Lu < L,LJ 0 1-� >- nn Lu -0 p--q LLJ Lj- 1,-4 u LLJ wa 0 Lu ce F--q Ui LL- u F- ;L"o (D uJ on LLI LLJ 0 Ln 0 b ce- LL.j Uj CQ LLJ ewwnx 0 u 0 0 < u 0 C) u 2 z �.l 220 Fj* P4 CPO IX 00 0 9 C) 00 C> SHEET DESCRIPTION . ........ .. , N il,w 111 " SCHEDULE WwApmmvft� LOT/BLOCK 0089 TBI NUMBER 0089 ODEL AM" 1, ELEVATION NAME jj� 41`111�711111� orf 3j c UJ 0 ce ca 00 u F_ U- C:) 2f 0 U) cre z V) 0 LJJ LO Lu 0 ZD CL ce 0 _u U- 0 Lu ce- 0 CL 0 LLJ ca > 0 LLJ r-n uj 0 LLJ V) Lij Z 0 > 0 > LIA U-J 0 V) r uj 7.2p LJLJ cy� LLJ Z U U) LLJ 0 ce cL LLJ cy. Z! 0 Z Lu LLJ 000 LLJ LJ_ _J F-- Z M 0 0 cy- ce- CL 0 LIJ 0 CL _j ca U r�e. ui 0 V) 0 < cle m 0 0 U) :E LU LJ_J U LL_ CL-1 0 z ce Ch < Lu cf� LLJ M 0 >- Cy Z LLJ 0 0 ui U) 0 ul Lf) 0 ce U 0 (4 LLJ E 0 0 ce 0 DO U a V) U) 0 (3 ZD < U) CD CO LLJ 0 LLJ LLJ U) UJ z < oil pe LLJ < CL ry CO ce yj (:) > 0 V) C) LU 7j: U 0 ui ;z 2: ui Lu a LLJ U LIJ Q cr) ce CL < LU (D ui > < LLJ U) _j uj < ui U) x I 2 g LLJ 0 Lu 0 u :D a UJ U (n UJ P-4 0 u-j ce U) 2p 0 0 0 0 F-1. 27 LLJ < < " (1) 0 a uj U-1 LLJ 0 LU Ll- < AXN LLJ LJ_ 0 uj < uj 3: u 0 a 2p LLJ 111'0 = D b 0 LJLJ co UJ u U- _j < u (Z) P A N N 0 S1,00, SEE GENERAL NOI[- --,S ON EF1 f , DO NOT SCALE DRAWIN.._j`,.,. SEE ARCH'I_._, DRAWINGS FOR ADDITIONAL DI V�__N `-,IONS NOT SHOWN, VERIFY AI.J DIMENSIONS WITH ARCHI, DRAWINGS PR0 1-0 START OF CONSTRUCTION, IF DIS(`Ik'I "PANCIES SHOULD OCCUR --- CONTACT '111E ARC11111"ECT IN WRITING FOR CLARIFICATION BEF()RE PROCEEDING, (�_ _3 SEE ARCH'S_. DRAWNG"",) 1-01--\! LOCATIONS/I.JMITS AND CONSTRUCTION Nl: GR'IVATION OF A INTERIOR NON.--.- BFARIN) PAIR'flTION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTE'S (_ 11I_..F_1 S1,00) FOR ADDITIONAL. WALL FRAMING IW_0RMA'fI0N PROVIDE W 0 l-fl`.A!_)LR OV(-'R All.. (FENI NCS IN WOOD WAI-LS x c 1 K) 114� �_)V:�:LAL vvA.) R I CD HF/ R C _.: '' , - .) I i'__ A 'L.F' B C A: G N :, BASED ON HEADER SC1H[._.0AJl._E SHOWN ON S 1, 0 0 S I-d E LT PRE---ENGINEERED WOO!.--) INIUSQES AT 24" C.C. (MAX) U.N,O., CGORID{NATE LOCATION ("ll" ROOF "IRUSSES W/ MECK DWGS FOR LOCATION OF EXHAIJS-1 I: AN, AIR HANDLING, AND M("J'S. GJ, INDICATES ROOF (.'dRDER TRE_M. 8] Al-A, NAILS I"OR fk�.J .)`N3 O BEAM AND TRUSS TO TRUSS MEN.. I _AL C(._.)NNECTORS ARE TO BE GAL VAN! ZL.I.), PROVID1. "' DO-E Uffi SIUDS UNDER W(.)OD HEADER, WOOD BEAM., G,T. CONfiNuol-is I..i III! - F_. T( i - J. N, 0, (PROVIDF (2) 2X '6()OD BLOCKING 13ETWEEN TRUSS TOP AND BOTTOM CHORDS BELOW) STUDS SHAI.-L. [..J1.. NAII-ED TO(_)'ETHER W/16d HDO' COMMON NAIL."-l".) -I Y' C.C. STAG(._,'ERED L�0 C AILI._ PI.-YWOOD 1-0k 'VVALL AND ROOF SHEATHING IS 1-0 BE 191-42"(CR t,'- //8 APA RATED Ek- - " 0 (,'1 1_� C 1) X, AI _E N] 1Y, 0' WALL {Al_l_ BE Al' WI TH TH E 8' � r r —, T! i F) T_ -T- V� p �j F.... v T H I N G T H Al WILL LAP 11-dE BTM I D A[ L-Y 11 i E ESL.. W I I_ 1. 13 F 3 4 S116-1 01" SHEA OF TH F WAI-1- SRJD'.." AND ENDS OF' THE FLOOR 1" R U S S E S. [j.�J ]HE ELEVATION 01 D0AJL3ILF TOP PLATES AND OPENING SHALE_ 1.31 VERIFIED IN FIF1.1) 1..',[�_..FORE INSTALI_AT ON, AND COORDINATE WITH ARCI-d. DPNAWE\�GS THE TRUSS FRAMI,`�C) S[ IOWN IS SCIdEMATIC IN NATURE, HOWEVER 11-f SUPPORTING 'J_RUC]1JRE HAS BEEN DESIGNED UNDER THE AS(,UMPTION /I FINAL.- TRUQS DESIGNERS It-]E: I` RAVING `_-')C1-f.VE SHOWN WILL CLOSELY PARALLEL F LAYOUT, SUBY11 11NAL TRUSS DRAWINGS FOR THIS ENGINEER'S FIV1W AND APPROVAL.. _.J . ........ . . .... ------- E15 NAIL. SPEOI- ICAIIONS: 8d COMMON NAILS 0131" 0 x 2 112" IONG 8d RING SHANK NAII S - 0113 0 x 2 3/8� 1 Od COMMON NAh 0.148" 0 x 3' LONG, AND 10d STRAP NAIL` -:7 0,148 1 0 x 1 112" GALVANIZED FLG"] TRUSS REAC_`TICW_'_1) AND UPLIFTS SHOWN ARE THE -SAME ON EA(""Il E N 1, UNLESS OTHERWISE SHOWN DIFFERENT. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED HA'.J[A) ON RATIONAL_ ANALYSIS, TOM CHORD" OF R0`(')F IRUSSES SECURE 2x PLACE 2x4- 1 I. A[.JGN WITH 'TOP AND BOT MEV[]ER'__") TO WALL WITI 1 1111._. TI X-,.-ZF, POWDER ACCTUATED FASTENER, /F 72 PK36, .177" 0) 2 -718" I._ONG, 'W� 1-1-1 WASIIER 9( 24 O/C. IF 2x WOOD WAL.I.- 'T1 11 Ni (i s F i �'F A C ` , — I1. 24- '' C) /I I I I. IJ A SIFN [-' P, Z. 7z' r''_�)',`J)', '11771' 0 '718" 111 '�NA(._HFR- T 2x WOOD WALIL... J-1-1EN USE 16d COMMON NAI1._.S @ 24�' O/C C -I'L 0 R � I AS NAIL-S TO WOOD MEMBERS THE REOEJIRED NUMBLk OF FASTENERS FOR CONNE S L; C AND TAPCONS 10 CVU WALLS, SEE SIMPSON CATALOG U.N.0, W (, - 1-) 1-�AMING WAI,_A_._ NOFES: 1, A1.,_1._ WOOD TO BE SYP, No,2 a) WALL STUDS @ 1611 0/c, UNO b) SINGLE BTM, PLATE, UNO c) DBIL TOP PLATE 2. AL1. NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG), 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD 5) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x 11" HDG COMMON NAILS, 2 c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OFSTUD, d) DOUBL.E]"01) PLATE, TOP ��`IFMBER ;`,JAII FD T0(._:.]'ETHER VJ1 2 ROV6 OF 16c ' [,,IDG C("),NV,,10N NAILS, 12'' O/C e) ANY LAP IN THE 13TM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD, 0 MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ 1.6d HDG 2 ROWS 411 O/C g STRAP STUD TO DBL TOP PLATE W/ IMP ON SPH6 AND NAIL W1 10d x 1 2 1" HDG COMMON NAILS, h) ONCE THE WALL IS STOOD UP NAIL BTM, PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4it 0/c AND TO THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS 40, MA fl AIN 101 11NIMUM EDGE DISTANCE FOR HETA/META IS Vj" FOR CONCRETE AND 2" FOR MASONRY, THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BL 00 FALL, HETAL IS EMBEDDED 5�6" , F-TAL IS EMBEDDED `UF ADJACEIN I" IRUSSES W1 (2) 16d COMMON ` ,JAIL_ AN[� SEC �ED -1-0 -1-,Op rl[.,.ATF- VV SIMPSON I IE-I-A[,... USED 10 BRACE J'_0P OF WAI_._L ---- ----- - .......... --- - -- ...... . .. . ..... ........ ......... ... .... .. 0 ROOF rm=RAMING PLAN --------------------- . . . .. .. . .................. SCALE m- 1/41V = 1 1 - oil /C; l�. I IN- -) P�NG AP .._ED T �J SS� F S -�" rnNANAnNi q I _J L.— \_/ dJ I \ L_ MAII Al- EACI-� (-.\.HOP\D IN"FER- SEC -TION _FYP. WI ERE S�.]OVVN BY ['A'TFEF�N ,��` 1'11 ll TO THE BEST OF MY KNOWLEDGE, THE DESIGN DE PICT ED ON THIS DRAWING COMPLIES VffTH THE APP11CABLE MINIMUM MLDM CODE IN EFFECT AS OF DATE OF CER-FIFICATION BELOW, ........... .. ... . .... . . 09-30-13 Sang -Yu b Lee P.E. Flodda No. 72328 s lommm", ROOF FRAMING PLAN SHEET NUMBER ...... . . . . . SERIAL NUMBER 1010.0 -------- _- ................. . . . ... ... ............._.._.._.J... _.J . ........ . . .... ------- E15 NAIL. SPEOI- ICAIIONS: 8d COMMON NAILS 0131" 0 x 2 112" IONG 8d RING SHANK NAII S - 0113 0 x 2 3/8� 1 Od COMMON NAh 0.148" 0 x 3' LONG, AND 10d STRAP NAIL` -:7 0,148 1 0 x 1 112" GALVANIZED FLG"] TRUSS REAC_`TICW_'_1) AND UPLIFTS SHOWN ARE THE -SAME ON EA(""Il E N 1, UNLESS OTHERWISE SHOWN DIFFERENT. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED HA'.J[A) ON RATIONAL_ ANALYSIS, TOM CHORD" OF R0`(')F IRUSSES SECURE 2x PLACE 2x4- 1 I. A[.JGN WITH 'TOP AND BOT MEV[]ER'__") TO WALL WITI 1 1111._. TI X-,.-ZF, POWDER ACCTUATED FASTENER, /F 72 PK36, .177" 0) 2 -718" I._ONG, 'W� 1-1-1 WASIIER 9( 24 O/C. IF 2x WOOD WAL.I.- 'T1 11 Ni (i s F i �'F A C ` , — I1. 24- '' C) /I I I I. IJ A SIFN [-' P, Z. 7z' r''_�)',`J)', '11771' 0 '718" 111 '�NA(._HFR- T 2x WOOD WALIL... J-1-1EN USE 16d COMMON NAI1._.S @ 24�' O/C C -I'L 0 R � I AS NAIL-S TO WOOD MEMBERS THE REOEJIRED NUMBLk OF FASTENERS FOR CONNE S L; C AND TAPCONS 10 CVU WALLS, SEE SIMPSON CATALOG U.N.0, W (, - 1-) 1-�AMING WAI,_A_._ NOFES: 1, A1.,_1._ WOOD TO BE SYP, No,2 a) WALL STUDS @ 1611 0/c, UNO b) SINGLE BTM, PLATE, UNO c) DBIL TOP PLATE 2. AL1. NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG), 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD 5) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x 11" HDG COMMON NAILS, 2 c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OFSTUD, d) DOUBL.E]"01) PLATE, TOP ��`IFMBER ;`,JAII FD T0(._:.]'ETHER VJ1 2 ROV6 OF 16c ' [,,IDG C("),NV,,10N NAILS, 12'' O/C e) ANY LAP IN THE 13TM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD, 0 MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ 1.6d HDG 2 ROWS 411 O/C g STRAP STUD TO DBL TOP PLATE W/ IMP ON SPH6 AND NAIL W1 10d x 1 2 1" HDG COMMON NAILS, h) ONCE THE WALL IS STOOD UP NAIL BTM, PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4it 0/c AND TO THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS 40, MA fl AIN 101 11NIMUM EDGE DISTANCE FOR HETA/META IS Vj" FOR CONCRETE AND 2" FOR MASONRY, THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BL 00 FALL, HETAL IS EMBEDDED 5�6" , F-TAL IS EMBEDDED `UF ADJACEIN I" IRUSSES W1 (2) 16d COMMON ` ,JAIL_ AN[� SEC �ED -1-0 -1-,Op rl[.,.ATF- VV SIMPSON I IE-I-A[,... USED 10 BRACE J'_0P OF WAI_._L ---- ----- - .......... --- - -- ...... . .. . ..... ........ ......... ... .... .. 0 ROOF rm=RAMING PLAN --------------------- . . . .. .. . .................. SCALE m- 1/41V = 1 1 - oil /C; l�. I IN- -) P�NG AP .._ED T �J SS� F S -�" rnNANAnNi q I _J L.— \_/ dJ I \ L_ MAII Al- EACI-� (-.\.HOP\D IN"FER- SEC -TION _FYP. WI ERE S�.]OVVN BY ['A'TFEF�N ,��` 1'11 ll TO THE BEST OF MY KNOWLEDGE, THE DESIGN DE PICT ED ON THIS DRAWING COMPLIES VffTH THE APP11CABLE MINIMUM MLDM CODE IN EFFECT AS OF DATE OF CER-FIFICATION BELOW, ........... .. ... . .... . . 09-30-13 Sang -Yu b Lee P.E. Flodda No. 72328 s lommm", ROOF FRAMING PLAN SHEET NUMBER ...... . . . . . SERIAL NUMBER 1010.0 F) � | � C. F) RAL ALL NAILS �09 7RUS5 K) DEAW AN") TRUSS METAL CONNECTORS ARF DO NU[ S CAB DRAWNCS� 5[E ARCH'L URAV0NGQ' FOR ADD/TIUNAL DWEN5|ONS TO BE GALVANIZED' / NOT SHOWN, VERIFY ALL DIMENSIONS 'WITH ARCH'L DRAWNGS PR0 TO START OF / CONSTRUCTION, |F O/SCREpANOES S10_11-1) OCCUR -- CONTACT THE ARCHITECT IN �R(�NC �� pRONOE OOUBL[ �D0] STUOS UNDFR �D0] HEADER. W0OD BEAM, �T FOR CLARIFICATION BEFORE PROCEEDING. CONTINUOUS TO THE FTC U.N'D � i � / SEE ARCH'L DRAWINGS FOR LDCA�DN5�|�|TS AND CONSTRUC�ON |NFDR�A�ON O� (PROV0)E (2) 2X WOOD BLOCK|NC U��1EN TRUSS TOP AND BOTTOM CHORDS BELOyN � � � � / /NTER|OR NON---BEARING PARTITION ��L'S NOT SHOWN ON PLAN, STUDS SHALL BE NAILED TOGETHER' w/16d HDG COYWON NAILS 12^ O.C. STAGGERED SEE GENERAL NOTES (SHEET S1.00) FOR AOD|DONAL #ALL FRAYING INFORMATION ALL PLYWOOD FOR ( ` WALL AND ROO| SHEATMiNC IS TO BE lQ/32~(OR ' \ APA RATED EXPOSURE 1 COX. �1 PROVIDE WOOD HEADER OVER ALL OPEN/NCS IN WOOD WALLS W�LL SHEATH|NC SHALL \ (COORD, EXACT 5|ZE. LOCAUON ANO H[VADONS �TH ARCH'L DRA�Nc�) � BE AppLUD 0lH THE 8'-O^ |F NO HEADER TYPE HA3 BEEN CALL_OU[ ON PLAN, PROVIDE WOOD HE-`ER START FROM THE TOP OF THE ��U AND WORK TO�AROS THE BOT0�. BASED ON HEADER SCHEDULE SHOWN ON S1 0 SHEET �� IDEALLY THERE WLL BE J4^ S|R|p U[ SHEA[H|NC THAT �LL LAP THE BDW OF THE WALL STUDS AND ENDS Cl |HE FLOOR TRUSSES. PR[EN�|NEERED �OOO T�UBES AF 24^ U� (MAX\ UNO' ( ! �� [HE EL[VAT|ON OF OOUB|E [Op P|ATES AND OPEN|NC SHALL BE CDDRO|NA|E LOCAT0N OF ROOF TRUS5ES wy MECH DWGS FOR | NER|RED |N FIELD BEFDRE |NB�LLAU0N. AND COORD|NATE =� LOCA�ON OF EXHAUST FAN, AIR HANDL|NG.'AND UJCT�. � WITH ARCH ORA�N�� G.T. INDICATES ROOF �|ROER TRUSS. �� THE TRUSS FRAMING SHOWN |6 SCH[�AUC IN NATURE. HOWEVER � � |HE SUPPORTING STRUCTURE HA3 BEEN DESIGNED UNDER THE ASSUIVpT0N THE FRAYING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL. TRUSS DESIGNERS LAYOUT. SUBWT FINAL TRUSS DRAWNGS FOR TH|5 ENGINEER'S REVIEW AND APPROVAL NAT SHEATH|NG 0 SILL Pl...ATE ffiUH Bd co c '-|l^ z SINGLE PIECE OF [-[(WOOD SHEATM|NG, NAILED TO A|L WEWBEHS WV 8d COWWDN NAUL� , G ^ C. J __ U | �--- WALL OVFRL4P ---� TDP TOP PLATE . ............... EL 20)211 TDP OF MASONRY �YANOARD S�RAPP|N�/FRA�|N� \ OETA/LS AT UPEN/NGS 2x6 PT NAILED TO EA PLY OF WALL GIRDER 16d HOG COMMON NA/LS. O/C. IN AD0DON SCREW MASONRY W/ �^ 0 ^ x 3 [APCONS` 8O/ N L// BEAM S LER. c� NAIL SPEC|RCAT�ONS- 8d COMMON NAILS - 0]J1~ w x 2 112^ LONG 8d R|NG SHANK NAILS - 0113 ;1 m x 2 J/8^' lOd COMMON NAILS - 0.148^ m x J^ LONG. AND 10d STRAP NAILS - 0.148^ m x | 112^ GALVANIZED TRUSS REACTIONS AND UpUFiS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN 0HLRENT, WOOD BEARING WALLS AND HEADFRS HAVE BEEN DESIGNED BASED ON RATONAi ANALYSIS, �� pLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES �[CURF 2x MEMBER3 TO WALL WITH H|LU X-Z[ POWDER ACCTUATED FASTENER, ZF 72 P8536^ 177^ 0. 2 7/� LONG. &TH WASHER @ 24^ L/C IF 2x WOOD WALL THEN USE POWDER ACCTUATEO FASTENER. /� 72 P8S3G. .177^ 0�2 ^ LONG, �TU WASHER @ 24^ O/C |F 2x WOOD WALL THEN USE iGd COVMON NA|LS @ 24 O/C ' [ NWBER O FAS[RS O CONNECOR� SUCH A NF FL� TH0 LS TD WOOD AND TAPCONS TD CNAU WALLS, SLF S|WPSON CATALOG U.N.O. ( � = cc | � | � ) 1, ALL WOOD TDBESYP,No.2 a) WALL STUDS @) 16^O/[ UNO b) SINGLE BTM, pLAJE,UNO c) DBL TOP PLATE Z. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDB). 3. WALL STUDS AND PLATES TO CONNECTED ASFOLLOWS o) BTM PLATE TD STUD NV (3) 15d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BTM PLATE TO STUD WV 5lMPSON SPHOAND NAIL W/ 10d x 1 HIDG COMMON NAILS, c) DOUBLE TOP PLATE, BTM MEMBER TO STUD NV (3) 18d HDG oRzveN FROM PLATE TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER wV Z ROWS OF 16d HDGO]MMON NAILS, 12^O/C e)ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER ASTUD, f) MIN LAp OF TOP PLATE �EMBERS SHALL BE 48^ AND THE SPLICE SHALL BE NAILED VV l6d HDG 2 ROWS 4^O/C g) STRAP STUD TO DBL TOP PLATE mV 5IMPSON 5PH6 AND NAIL W/ 10d x 1 1^ HDG COMMON NAILS, h) ONCE THE WALL IS STOOD UP NAIL BTM PLATE TO RIBBON NV J 6 HDG COMMON NAILS 411 D/C AND TO THE FLOOR TRUSSES WV(3)16dHOB COMMON NAILS - STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY o/ xrc C mr / STRONG-TIE OR EQUAL ~^~~ / � � ! | —|- -- -- -- -- -- -- —� / | i | 2ND LIFT BEAM 2v"hLAf''l"l, ------- — - -------- "N" AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2pt PLYWOOD (OR 033.) SPACER BEWEEN MEMBERS, NAIL ALL MULTI-MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED, � | � / / / � i � / � � � � / = u ( ` _ \ \ \ \ \ ( ! | | = Cyl | | � � cx � = | � � � = oc | | ( � = cc | � | � ) 1, ALL WOOD TDBESYP,No.2 a) WALL STUDS @) 16^O/[ UNO b) SINGLE BTM, pLAJE,UNO c) DBL TOP PLATE Z. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDB). 3. WALL STUDS AND PLATES TO CONNECTED ASFOLLOWS o) BTM PLATE TD STUD NV (3) 15d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BTM PLATE TO STUD WV 5lMPSON SPHOAND NAIL W/ 10d x 1 HIDG COMMON NAILS, c) DOUBLE TOP PLATE, BTM MEMBER TO STUD NV (3) 18d HDG oRzveN FROM PLATE TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER wV Z ROWS OF 16d HDGO]MMON NAILS, 12^O/C e)ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER ASTUD, f) MIN LAp OF TOP PLATE �EMBERS SHALL BE 48^ AND THE SPLICE SHALL BE NAILED VV l6d HDG 2 ROWS 4^O/C g) STRAP STUD TO DBL TOP PLATE mV 5IMPSON 5PH6 AND NAIL W/ 10d x 1 1^ HDG COMMON NAILS, h) ONCE THE WALL IS STOOD UP NAIL BTM PLATE TO RIBBON NV J 6 HDG COMMON NAILS 411 D/C AND TO THE FLOOR TRUSSES WV(3)16dHOB COMMON NAILS - STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY o/ xrc C mr / STRONG-TIE OR EQUAL ~^~~ / � � ! | —|- -- -- -- -- -- -- —� / | i | 2ND LIFT BEAM 2v"hLAf''l"l, ------- — - -------- "N" AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2pt PLYWOOD (OR 033.) SPACER BEWEEN MEMBERS, NAIL ALL MULTI-MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED, � ' �uwj !(D TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEpicrED ON THIS WING COMPLIES WMA THE APPLIMUE MINIM0 BUILDING CODE IN EFFU7CT AS OF DKrE OF CERTMICATION BELOW, SET REVISION INFO �� 2ND LIFT B E A M o` A PLAN SHEET NUMBER SERIAl- NUMBER 1010.0 � | � / / � ' �uwj !(D TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEpicrED ON THIS WING COMPLIES WMA THE APPLIMUE MINIM0 BUILDING CODE IN EFFU7CT AS OF DKrE OF CERTMICATION BELOW, SET REVISION INFO �� 2ND LIFT B E A M o` A PLAN SHEET NUMBER SERIAl- NUMBER 1010.0 m C=)�� mL- 0 o ce LLJ 0 ui 0 uj �� ,_ 0 �� . . �c < uj Ui tZE 3: u LLJ CL ~ UJ U. < cef co LLJ C) < cy- m 0 um cy- cef um �� o mm 0 CD U) ry Lu CL 0 cy- CL 0 mm >- 0 cn u go LU ou �c >_ ca z_ mm (n um Lu uu LLJ �c cy- >� < CL M ce- 0 > 0 LU a- ui 2-M ED 0 277, Lu �� Q_ < 0 LJLJ u ;2w 2p Lu =� ce < LLJ mm 0 �� ' = mm �� U) um LL_ C) um 3c 0 mm �_ ce � u_ 0 �� um ' Ln C~ 2: > Lu LLJ CL ce. < um 3 �c u 2-P 0 ( mm fn LLJ __j � _3 �� 0 < u F_ 0 �-`�_AN 1\107__F_S S[[ GENLRAL NOTES ON SHEET S1.00� hl CO O[ SCALF ORA��5� SF� ARCH'i DRA��NC� �OR AOD�T0NA| D��NS0NS NDT SHDWN` VERIFY ALL D|MENSIONS WITH ARCH'i DRAWINGS PRIOR |O OF CONSTHUCDON. IF DISCREPANCIES SHOU0 OCCUR - CONTACT THF ARCHITECT IN WR|'TING FOR CLAR|HCA-1-IUN BEFORE PROCEEDING, SE[ ARCU'L DRAWINGS FOR LOCATIONS/LIMITS AND CONBRUCUON |N[ORMAUDN OF |NT[R(DR NON---BEARING PARTITION WALLS NOT SHOWN ON PLAN SEF CENERAL NOTES (SHEET" 51,00) FOR ADDITIONAL WALL FRAM|N� |NFDRIVATIDN 43 PRONOE WOOD HEADER OVER ALL 0P[N|NG� IN WOOD WALLS -- (COORD. EXACT S|ZE, LOCATION AND ELEVATIONS WITH ARCH'L DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL-OUT ON PLAN' PROHE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON Sl.00 SHEET p� PRE-ENG�NEEREU WOOD TRUSSES AT 24^ O,C. (MAX) U.N.O' - j ECH. OWGS FOR LOCATION OF EXHAUST FAN, A�R HANDL|NG, AND DUCTS. |,(.�l INDICATES HZ0R GIRDER TRUSS. G.T. INDICATES ROOF QR0H kU AU NAILS FOR TRUSS [O BEAV AND TRUSS T0 TRUSS VE|N CONNLC[URS AR[ TO BF GAiVAN|ZEO. PRONU UUUB|E �OOD �TUOS UNDER WOOD' H[ADLR. NOOO BEAN. FC.l. �DN NUDUS TD THE FT� UND /pRONOL /2� 2X M0�D BLOCK�NC BETN�[N TRUB TOp AND 8Ol|UW C��RDS B[uJYN STUDS SMALL BE NAULU TOGETHER w/16d HDG COMMON NA|LS 12^ O.C. BAGGERED ~ Cr) CD PRONOE MASONRY L|NTEL OVFR AiL 0pLN|NCS |N WASO�RY AU. (CODRD FXACT �|�[. LOCAT�CN A�� EBVADON` 6TH ARCH'i DRA�N�S` /F NO LINTEL TYPE HAS 13F, EN ON PLAN' PROVIDE MASONRY L|N7E| TYPE: 8F16 /IT, AND 8F14-10AT FOR DOOR (EXCEPT GARAGE DOOR) SEE SHEET SJ.0 FOR UNTEL TYP[ S|7[� AND R[|NFORC|N�� PROVIDE ]EMPORARY SHORING OUR|NC CUNS|HUCUON IF LINTEL SPAN IS GREATER THAN 8 (six) F[ET THE ELEVAUON OF' BOND BEAM AND SHALL BE VERIFIED IN REU] BEFORE INSTALLATION, AND COORDINATE WITH ARCH. DRAWINGS �� Nl FOR WALL AND ROOF �ULA0|NG IS TO BE 0/]2^(OR -- APA RATED EXPOSURE l CDX, U� WALL SHEATHING SHALL BE APPLED 0111 H 11-fl-__ B'-O^ HOR|ZONTALL� - START FR0N THE TOP OF THE WALL AND WORK TOWARDS THE BOTTOM. [14] IDEALLY TMERE WILL BE 34~ STR|P O| SU[A0|NC THAT WILL LAP THE BTM 01' THE WAL.L STUDS AND E'.NDS OF 11-0(l F � � AU PLYWOOD FOR FLOOR SU[ANNC �UALL BF 2�/32 APA RATED EXPOSURE 1 COX GLUED AND NAUFO [O T0" OF TRUSS WITM ADHESIVES ADHESIVES MEETINC |UE RLDU|REMEN[S OF AF/G,01 AND APPUED IN ACCORUANC[ WTH MANU[AC|URER^S SPECf|CATIONS. �%L�S ANO �EAD[RS HAV[ 2E[� DB|CNEO BA5�D O� RAT�U�AL ANALYS�S. (2) SIMPSON HETAL20 UHE |RUSS FRAVN� �S SCHEIVAUC IN NATURE. -HOWEVER THE 5UpPOR�N� STRUCTUR[ HAS B[EN CE�|GNED UNDR TH[ ASSUVPDON THE FRAVN� SCHEVE SHO�� LL CLO�[LY pARAL|FL F!NAL TRUSS DB�CNER� LAYOUT. S&UVU FINAL TRUSS DRAWINGS FOR TH|S ENGINEER'S REVIEW AND APPROVAL NAL SP[�RCAUONS: 8d COMMON NAILS - O.1J1^ 0 x 2 112~ LONG 2d RING SHANK NAILS - O]13~ 0 x 2 3/8^. 10d COMMON NAILS - 048^ m x J^ LONC, AND 0d STRAP NAILS - 0.148^ 0 x 1 1/2^ GALVANIZED [1-- CH ENO UNLESS OTHERWISE SHOWN D|FFERENT [2JO PLACE 2x4 Pl TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TD WALL, WITH H|LD X-Z� POWDER ACCTUATED FASTENER, ZF 72 P8S35` '177' 0, 2 7/8 LONG. �TH WASHER @ 24^ O/C IF 2x WOOD WALL THEN POWDER ACC0ATED FASTENER, ZF 72 P8S38' .177^ 0, 2 7 NG' MXTH WASHER � 24^ O/C. $ O/r IF 2x WOOD WAI L I'HEN USE (2) 12d COMMON NAlS @ 16 THE RE0U|R0 NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD WEWBLR3 AND TAPCONS 13 CVU WALLS, SEE BMPSON CATALOG U.N.U. 2/S5.03 1' ALLWOODTO B�S Y P, No.Z 0) WALL STUDS �`_d)1Ero/c UND b} SINGLE BTM. PLATE, UNO c)OBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZEo'(HoG). 1 WALL STUDS AND PLATES TOCONNECTED AS FOLLOWS a) BTM PLATE TO STUD NV (3) 16d HDG DRIVEN FROM PLAJETD END OF STUD b) STRAP BTM PLATE TO STUD WV SIMPSDN 5PH6 AND NAIL W1 10d x 1 u' HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER TO STUD mV (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD1 d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/2 ROWS OF16dHDG COMMON NAILS, 1Z^O/C e) ANY LAP IN THE BTM MEMBER DF THE TOP PLATE SHALL OCCUR OVER ASTUD, , p) MIN LAP OF TOP PLATE MEMBERS SMALL BE 48^ AND THE SPLICE SHALL BE NAILED WV 16d HDG 3 ROWS 4^O/C g) STRAP STUDTODBLTDp PLATE NVSlMPSDNSPHh AND NAIL WVIOdx1z� "HDB COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM PLATE TD RIBBON mV18dHDGCOMMON NAILS 4"o/c AND TO THE FLOOR TRUSSES W/(3)1OdHDGCOMN1ONNAILS AHU HANG|NG DOWN FROM TRUSSES. ADO ADDITIONAL DESIGN DEAD LOAD 160 LBS (2) �MPSDN HETAL20 m��=^ CD .......... . ..... . . .................. . . ..... . .. . .................. ..... ..... ............. .... Llja= ` LJ PkE EN FLO TRUSSES CONNECTOR (�.N,0 IINIMUM EDGE DISTANCE FOR HETA/META IS 1�w FOR CONCRETE AND 2" FOR MASONRY, I-HE MeTA/HETA ANoHHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTEDeL00 moTe THE FBC 2muowvnZ REQUIRES ad RING SHANK NAILS FOR THE MAJORITY OFTHE ROOF SHEATHING. -.-HURRICANE STRAPS 1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPS[]N STR0N('.'*)'-T1E[)R EOUAL. U0[} 2, SEE STMPS[)N CATALOG FOR FASTENERS AND A0CH[}RSUN{] z. ........ R E ------ I CAI ---j. LI IT' ARE TO I 00j 7 SEd 5 5. C-d F 0 R ROOF T R u s s E. 10 B CONNI- ON, BdW[-___.1'N AD I WAIII.- < LE ... ... 4/S5.03 I F -i -j- 2.X6 S-YRONG BACK. SEE W1 HTT4� 2Jt 12 S5,03 CD Nt COMMON Nk.-S AF EA. CHORD BASED ON 50 WIND LOAD (2) SIMPSON I1EFAL20 '"TRUSSES HATCH PATTERN ROO[' -mm." 4 a SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 2�/2" U, N, 0, 75 w/ 5/8" A.B. x 7" EMBEDMENT (2 6) 16 d x 21/-" U N, 0 QD Cn SIMPSON HTS20 w/ (20) 10d NaNs UXOR pit ��P5QN 1--iE|AL20 |MPSDN HETAL20 CD SE- FLC LOT/B ----' NOW SERIA 0 cl 2_111 0 uj V) Lu 0 _j 0 uj tui __ Lu cy- 0 j LU L.0 U: 00 > c) uj r--w 0 F- 0 Lu > ce- __j uj 0 > 0 �> Lu LL9 0 U) Lu 0 !;� u LLJ LU UJ 0 cy- w 0 CL >- LU Uj re Lu 0 0 Cie >- LL. CL LU 0 CL ca U c uj 0 0 0 UP) C.Y- ce- Fq LLJ C) V) LJ j LIJ CL 0 >- cy- U.J 0 __J tf _J 0 U- LLM (n 0 M (n 0 cy cy_ u) LJ.J CL 0 cy- 0 LU zc: LLJ V) (D ZD uJ ;w ca m ui < ui LLJ (Z> _j LU LU < ce cn Ce L.0 0 �> 0 0 LU U U) LLJ 2: on ui 0 Z r rj Lu 0 U L.0 LLJ 0 Lu > u < 2-" M __j < UJ < V) LLJ 14 C L014 w < (D Lf) UJI 2! 2" 0 1�-� bNH in k0 __q 3: Lij :r < LU uF_ LLI 0 Lu C.3 Lj-j ck a a z LL_ 0 0 0- 0 0 LU < rn un 54 CL > ;z LLJ j:) uj uj LL. < (j Mm Lu r) ce- Lu < Lu U- 0 :E7 2p Lu ui LIJ < 0 LLJ ce_ UJ 00 Lu _J 1 L 27 U-1 0 0 L < u F_ 0 NOTES TO THE INS P ECTO R/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING. 2, PLACE #5 BAR IN LINTEL U,N.0, 3, PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE T[--1E REQUIRED BEARING HEIGHT, 4, THE I-AST TWC) COURSES WILL BE A DOUBLE BOND BEAM WITH A #5 BAR IN EACH COURSE AT TOP OF CMU WALL AT 2 -STORY WALL U,N.0, 'THE LAS"TCOURSE WILL BE A SINGLE BOND BEAM W171 I A #5 BAR CONTINUOUS AROUND STRUCTURE AT 1 STORY �NALL U,N,O, 5, PROVIDE MIN. 4" BEARING AT EA, END OF LINTEL FOR ALL, STANDARD LINTELS (8" PREFERRED), PROVIDE MIN. (13" BEARING AT EA. END OF LINTEL FOR ALL RECESSED LINTELS. ------ - --- . ..... ..... ......... ... ........... F FILLED VVI? GROUT U UNFILLED OF t 5's IN NOMINAL 2ND BOND BEAM COURSE W I D TH T t 1 b NOMINAL HEIGHT 0 F ', TOP OF # 51s, BTM -P- #5s BOND BEA[A C0UR'_'_)E PLACED IN I INTEI IT IS THIS ENGINEER'S IN]"EN'T''11-1AT XFXX -1T/1M/0B INDICATES A DOE. BI....E BOND BEAM and XFXX -1,T/0M/0B INDICATES A SIN(ILE BOND BEAM INDICATES OPENING BELOW/ T,O.B�= TOP OF BEAM/ B.01,= BOTTOM OF LINTEL/ T,O,A,= TOP OF ARCH/ BAB.= BOTTOM OF BEAM 1, Pc PRECAST LINTELS := 3500 psi, 2. ('c PRIEST'RESSED LINTELS m 6000 psi. 3, GROUTED PER ASTM C476 f g 3000 psi w/ ND I A X V::j 1,1: 3! 8 V' A (-,I G R E G I— A P. 4, CONCRETE MASONRY UNITS (CVU) PER AST1,1 C90 w/ MINIMUM NET AREA AREA COMPRESSIVE STRENGTH =:1900 psi. 5. RE AR PER ASTM A615 GRADE 60, PRESTRES'SING STRAND PER ASTM A41.6 GRADE, 6, 270 LOW RELAXATION, 7/32 WIRE PER AS'_F1v11 A510, 7. 14(_)RI_AR PER ASTM 0270 TYPE M ORS. GENERAL INSTALLATION NOTES 1, PROVIDE FULL 1%,IORTAR HEAD AND BED 30INTS, 2, SHORE FILLED LINTE1.3 AS REQUIRED, 3. INSTALI_/`y.TION OF LIN-FEL MUST COMPLY WITH J'11[ ARCHITECTURAL A k D /� ("R ~_J (_1 F �. ! [Z A L DR N G) S, 4, U-1-INTEI,-S ARE MANUFACTURED WITH 5-1/2'' LONG N()TCHES AT-ThE ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROU"TING, 5. ALL LINTELS OR EXCEED L/360 VERTICAL DEFLEC11ON, EXCEP-1- LINTEI S 17-4" AND I ONGER WITH NOMINAL FIEIGHT OF E3` MEET OR EXCEED L1180. 6, BOTTOM FIE1 D ADDED REBARTO BE LOCATED AT TI-1 BOTTOM OF THE LINTEL CAVITY, 7, 7/32'' DIAMETER WIRE S1_IRR(JPS ARE VVELDED TO ThE B01"TOM STEEL FOR ViECI-iANICAL AN(J-10RAGE IF NECES SAR"y 8, SAFE- LOAD R'A"FINGS BASED ON RATIONAL, DESIGN ANALYSIS PER AC II 318 AND ACI 530 9. THE EXTERIOR SURFACE OF LINTELS iNSTALLED IN EXJERIOR CONCRETE MASONRY WALLS SHALL 11AVE A COATING 01 STUCCO APPLIED IN ACCORDANCE IIJITH ASTM 0-926 OR OTHER APPROVED COATING, 10. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (CiRAVITY AND UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE 01ECKED FOR COVBINF LOADING �NITH THE F(._)LL0WTNG EQUA110IN: Appled Vertical load Applied horizontal load Safe vertical load Safe horizortal load f;f A M S);"I I E D Lfl IRRUPS MID SIZE SPACING . ..... ...... . (2) # 6 12" O/C, FOR POSITION (2) #5 3 12" O/C, FOR POSITION REMARKS E L: 10'--- 0 "F . .. . .. ... ....... ... . ......... ........................ ......................................... ... ...... . ............ . .. ..... .... . ............. .. ........ . . . ......................................................... ...... ............................................... ............... ......... ...... ....................... . . . . ............................. .. .. ....... ....................................... . ......... .... ...... ................ . ... .. ... ..... ............ ....... .......... .......... ......... ........................... ........ .. * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 033,) SPACER BETWEEN MEMBERS, * NAIL GETHER ALL. MULTI-MEMBER HEADERS AND BEAMS TO WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED, . . ................ . . . .......... 1ST LiT F : ® vi it Obi 0�p SCALE /4 TO THE BEST OF RY K40WLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMKIF-5 WrrH THE APPUCA81 r MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CER',, FIC .70N BELOW, Nun N. 09-30-13 Sang -Yub Lee PP p Florida No. 72328 S..H-.E.E.T D-AT-E- . ......... ...... ..... _1 . . ... ... . 09-30-13 SHEET REVISION INFO SET REVISION INFO .......... ...... . .. 1ST LIFT '*'m'EAM PLAN SHEET NUMBER . . . . . . ....... S3101 . ........ SERIAL NUMBER 1010.0 ................. .... . ... Cc SIZE REINFORCIEVEN'T MARK DESCRIPJ�CIN (ps, x H" BTM TOP CB-1 CONCRE 1J.' : 000 8x,32 (2j #6 (2) #6 C1 2 . C 0 N C R EI' . . ... . . .. . .... ... .......... ........ . ... ... . .. . . ........ ... . .. ..... 8x24 (2) #5 (2) #5 IRRUPS MID SIZE SPACING . ..... ...... . (2) # 6 12" O/C, FOR POSITION (2) #5 3 12" O/C, FOR POSITION REMARKS E L: 10'--- 0 "F . .. . .. ... ....... ... . ......... ........................ ......................................... ... ...... . ............ . .. ..... .... . ............. .. ........ . . . ......................................................... ...... ............................................... ............... ......... ...... ....................... . . . . ............................. .. .. ....... ....................................... . ......... .... ...... ................ . ... .. ... ..... ............ ....... .......... .......... ......... ........................... ........ .. * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 033,) SPACER BETWEEN MEMBERS, * NAIL GETHER ALL. MULTI-MEMBER HEADERS AND BEAMS TO WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED, . . ................ . . . .......... 1ST LiT F : ® vi it Obi 0�p SCALE /4 TO THE BEST OF RY K40WLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMKIF-5 WrrH THE APPUCA81 r MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CER',, FIC .70N BELOW, Nun N. 09-30-13 Sang -Yub Lee PP p Florida No. 72328 S..H-.E.E.T D-AT-E- . ......... ...... ..... _1 . . ... ... . 09-30-13 SHEET REVISION INFO SET REVISION INFO .......... ...... . .. 1ST LIFT '*'m'EAM PLAN SHEET NUMBER . . . . . . ....... S3101 . ........ SERIAL NUMBER 1010.0 ................. .... . ... V) Q ui C) CL _1 00 u 0 0 �_4 V) U) re LJJ C) M. uj ce F__ (n Lu 0 or. ;z co 0 U-j U- rz 0 0 1— uj a� 0 ck- ��: Z7 0 j u j U-1 ca > 0 LJLJ n uj 0 0 0 LLJ rt 0 > 0 > Lu Lu Lu 0 Ce U LLJ 0ce CL uj ce, 0 Lu rye moo = 0 < c"r ) Lj CL c) "i __j 0 U-J ce- U < ce 0 0 0 LIJ Ly- 1j_j U LL_ ca zI ce U) UJ C) U-9 rt �_.� ca < > 0 _J LL_ w ul) 0 LJLJ CL 0 0 CL LLJ 0 3: U F- 0 V) - C) Lu 27 V) U) 0 V) CO Lu _j ED b < :3= uj u ce LIJ 0 > 0 I 1 0 F- 2-p Q.) LLJ 0- 2-- uj Lu 0 U U.J 0 F- Lu ca 0_ 2! LU >" U F- < Lu (n Uj ce UJ m m 0 V) C) LJLJ uj m uj 0 LIJ u 14 UJ F- C-) 0 ui ME 0 uj Q� U- a 0 00-5 0 CL m b r1 ul) 0 U) Ly Lu < ap LA_ 1 LLJ 14 U- U -0 U-J r L__ Ul CC LJ.J < Lu 3z LL_ u 0 (D Lu LLJ -D 0 s < :k- uj LLj CD LLJ u _j u < u 0 PROVIDE A COMPLETE TREATMENT FOR THE PREVEN-1 ION OF S(JB_FFRRANEANTERMITES, TREATMENT SHOULD BE IN ACCORDANCE VVI I-H 1-HE RULES AND LAWS AS EST'ABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AN[") CONSUMER SERVICES. I. ?� 1NDICATES #6 BAR 1NDICA1_'ES #5 BAR INDICATES (2-,,)#5 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDA'"FION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900HOOK. BARS SHALL BE PLACED AS SHOWN IN ...THE PLANS, ff PROVIDE CORNER BARS AT FOOTINGS: SEE SECTION FOR FURTHER INFORMATION. ARCH1, DRAWINGS FOR. LOCATIONS/LIMITS AND SEE CONSTRUCTION INFORMATION OF INTERIOR. NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDI"TIONAL WALL FRAMING INFORMATION CONTRACTOR SHALL VERIFY FILLED CELL AT EACH LOCATION SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. �7,5] CC)ORDINATE SLAB RECESSES, SLOPES AND F:'[ F-VATIONS W/ �. 11 ARCHITECTURAL DRAWINGS jj 1_��"' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB � LAYOUT. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE� I'ROVIDE 1/2" FELT PAPER AT THE-JOIN"T". VER"TICAL REINFOI`�CING IN CMU SHALL. BE #5's AS S11OWN ON THIS PLAN. UNLESS OTHERWISE NO-FED IN T1 1E PLAN. ONE REINFORCING BAR. SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACI-1 SIDE OF AL- OPENINGS. D) ALL CORNERS NOT BE LESS THAN 48 BAR DIAME rERS SPLICES IN REINFORCING BAR I, S SHAL (#5 = 30", #6 = 36"), AND REINFORCING SHALL BE CONTINUOUS. A SPECIAL INSPEC TOR SHALL INSPECT ALL REINFORCED MASONRY STRUCTURE AS REQUIRED BY FBC R4407 SAID INSPECTOR SHALT.... ONLY BE AN ARCHITECT, ENGINEER, OR THEIR DULY AUTHORIZED QUALIFIED REPRESEN'l-ATIVE. RATIONAL ANALYSIS WAS PERFORMED "TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING E I' OT 1� I` R VVJ S E, 0 P ST E E 1.-) 11 A S B i E N I,-) E L_ E -'I- E D (J 1,`\1 E S S N 0 1' 'D ---- ------- '() 0 I N D I C A 7'E S GROUT EI-) CELL wl (2) #5 VERTa BAR 16 X1 6 IM J C 0 1- U M N W1 (4) V F !-_� 1 BAR. (1 ) #5 E C ALL ....... .. ....... __ WIT, I 1? )5 j j L,.E(.)` EACH WAY, PROVIDE CORNER L "AR S, SAME SIZE AND QUAN'11_1"Y A'�' BAR IN FOUNDATION, INSPECTOR NOTE S-FRUCTURE WAS DESIGNED BASED ON THE FBC 2010, RESIDENTIAL BUILDING CODE, FiVHZ SECTIONS ... ......... . ..... .. ........... ... . ..... 81 1 .-- 0 ) ) A F 0 U N D AT 10 N P L A 1__.... ............... ....... . .. ........ 11 lit - Oil SCAI.-E: 1/4 OF IRREGULAR SIZE OF RE_I�JRN PROVIDE 4x8 OPEMNG EVERY OTHER (;OURSE. TI-11S AREA TO BE FORMED AND GROUTED AT SAME TIME AS BEAM/FIL-LED CELL CONCRETE/GRCAJ� PLACEMENT. NO ADD'L STEEL REQUIRED. VERIFY EXAC'r ROW-1 OPENING W/ WINDOW AND DOOR VANF, TYPICAL OF SIMILAR CONDITION TIIROUGHOIJT. 'TO THE BEST OF MY K40WLEDGEj THE DESIGN DERIMD ON THIS DRAWING COMPIJES WMi THE APRJWLE MINIMUM BUILDING CODE IN EFFECT AS OF DA1"E OF CERTIFICATION BELOW, Sang-Yub Lee P.E. Flodda No, 72328 ZE 11 R E � N F ()RCEM E, N T M A K . .. . ... . . .. . ...... ........... . . ...... . ............... . .... : Wk-1TH x LENGTI-d x DEP-11--d 0T ) T 0 m F0p S H 0 R T LONG . ......... . . . . . ... ......... . ..... w F 1 0" 00 kr-) r_-4 2) # 5's DBL_ WVVM 60" PERIME-IER WI- �. 1 J -2) A V. 4-'xC(_..NT.x1 . . . . . . . . ........... . # 5 6) 4 8 �� ........ .... .. .. . ..... ... . ......... . .. . ........... 1.JJ A - ---- ------ . . ......... 4 x x I U ._._._ ---a #L) dl) 4 2 # . .... ............... . ................ N - - - - _-_--- WFS . ..... 1 .,3,3 . . . . . . ............. 1 4 x C 0 N T. x .................... 4 # 5 ((P 4 8" C. - - - ------- (2) #5's . ...... W 1 2, 0* Z_ x C 0 N' x ..... . . ... ...... . ...................... . . ..... t. /// . ..... ......... ......................... . ............. . . F5, D B I-- VV V� V 60)' PERIMETER W F C 2. 0 2, - 0 x C 0 N T, x 8'� .... ...... (3).__ #51 s . ..... . . DBL_ . . ... ......... -7-77- WWM . . ....... )0 -T'R I'M E"-['E R 25 . .... ... ..... ......... --- - ------ ---- . ....... ------ # IN CURB # # 5s J' 0 x 3' 0 x 1 0 . . ..... . .................. . # ..... (3) . . # . .......... . .... . . ......... . ... . ..... ....... .... . ........... ........... . ..... . . .. . ........... . ..... F A_ . .................... A 0 X i . .......... . ..... � 1 C: } '4 ------ ........... ..... ------ ------- 3, 0 X 8, 0 x 8'.- 0 " x 2'.-.- 0 #5 (4) ...... . #5 s DB�._ IVVWM SEE PLAN ........... . . ......... WIT, I 1? )5 j j L,.E(.)` EACH WAY, PROVIDE CORNER L "AR S, SAME SIZE AND QUAN'11_1"Y A'�' BAR IN FOUNDATION, INSPECTOR NOTE S-FRUCTURE WAS DESIGNED BASED ON THE FBC 2010, RESIDENTIAL BUILDING CODE, FiVHZ SECTIONS ... ......... . ..... .. ........... ... . ..... 81 1 .-- 0 ) ) A F 0 U N D AT 10 N P L A 1__.... ............... ....... . .. ........ 11 lit - Oil SCAI.-E: 1/4 OF IRREGULAR SIZE OF RE_I�JRN PROVIDE 4x8 OPEMNG EVERY OTHER (;OURSE. TI-11S AREA TO BE FORMED AND GROUTED AT SAME TIME AS BEAM/FIL-LED CELL CONCRETE/GRCAJ� PLACEMENT. NO ADD'L STEEL REQUIRED. VERIFY EXAC'r ROW-1 OPENING W/ WINDOW AND DOOR VANF, TYPICAL OF SIMILAR CONDITION TIIROUGHOIJT. 'TO THE BEST OF MY K40WLEDGEj THE DESIGN DERIMD ON THIS DRAWING COMPIJES WMi THE APRJWLE MINIMUM BUILDING CODE IN EFFECT AS OF DA1"E OF CERTIFICATION BELOW, Sang-Yub Lee P.E. Flodda No, 72328 SHEET DESCRIPTION . .............. ....... _ . ...... . ..... ....... . ... FOUNDATION PLAN PROJECT NAME ................ ........ .. ......... . . .... .... .. PARKLAND GOLF & CC-AMBASSADOR L1 11 0" 00 kr-) r_-4 F-m I OQ 00 ct 00 C) Lj 25 coo cn C) r . onj .............. 121 J, E SHEET DESCRIPTION . .............. ....... _ . ...... . ..... ....... . ... FOUNDATION PLAN PROJECT NAME ................ ........ .. ......... . . .... .... .. PARKLAND GOLF & CC-AMBASSADOR uJ CL -i 00 REINFORCING STEEL 10d COMMON NAIL 10d RING SHANK NAIL, 0.148 P-NAIL GABLE ROOF MASONRY OTHER THAN TOP BARS TOP BARS vvi i r. mD i i j u i c nwririoNum i ivjiD i ri b i ri/ vv I kA DUDI 1, ROOF RIDGE 4) Z ) /f 2- ) BAR # SPLICE LENGTH (3000 PSI (4000 PSI) (3000 PSI (4000 PSI) 4 HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 7 7 111 11 H R 3 16 16 21 18 C-D 4 24 22" 19 28 24 5� CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNE MON 5 3T 27 231P 350 301f DETAILS AT TRUSSESJGIRDERS TO COLUMNS AND WALLS FOR APPROVAL, It 6 36 yl 35 31 46 40 ROOF SHEATHING FASTENING SCHEDULE 7 42 48 42 63 54 6. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE 2. PROVIDE 36'1 x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DE7AILS FOR ADDITIONAL INFORMA110N, 4, ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED BORATE SBX, PROVIDE USE GALVANIZED NAILS AND FASTENERS ........ .. _.- .. ...... ...... ...... HURRICANE STRAPS 1, HURRICANE STRAPS TO BE MANUFACTURED BY IM ON STRONG-J-1E OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS M) ........... . . . ....... .. I .................. AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S.B.) SPACER BETWEEN MEMBERS, NAIL ALL MUL11-MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT12" O.CJOP AND BOTTOM AT EA, SIDE AND STAGGEREJ IN PRESSURE TREATED LUMBER. ....... W...._.......... ........... ... -_ ......... . . .......... ... . . MUTIL STUD NAILED TOGETHER W/ 10d NAILS AT 10" O. C, TOP AND BOTTOM AT EA, SIDE AND STAGGERED, UN O. . . . ........ . ...... 5, STUDS SHALL BE TRIPLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS, . . ............ . ........ .... 9/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" O/C. FIELD, EDG; .ND 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) lz C12D l o 0 .... ..... .. 'H'IP ROOF �' 7 A P I'l �_ I AT"I 0 N . ........... - ----------- -- -------- HEADER / B E A M NCH UL E TY P E . . . . . .............. ........ ...... . .. . ............. FOR EXTERIOR BEARING WALL AND INTERIOR BEARING WALL (USE 2X6 OR 2X8 WALL FOR EXTERIOR WALL) GARAGE DOOR 0 " APCON #I TYPE HEADER/BEAM TYPE HEADER/BEAM . . . ...... .. 2X4 WALL - DOUBLE 2x8 - ---- ------ — SEE NOJ_E 6 id-1 2X6 WALL - TRIPPLE 2)(8 H-5 (2) 1 3/41t x 14" LVL 2X4 WALL - DOUBLE 2x10 BE[_0W - ----- ------ DIST, 2 2X6 WALL - TRIPPLE 2xlO H-6 (2) 13/4 11 x 16" LVL ..... - - - ----- 2X4 WALL - DOUBLE 2x12 . ...... . .... ------ . ........ .. ... ......... H-3 2X6 WALI.- - TRIPPLE 2x12 H-7 (2) 1 3/4 x 18 If Lv L ---- - -------------- - --- ----- .. . . . ............ ........... .. . . ......... .. . ..... .. . . .................. ............... H-4 4" WALL.-(2) 1 3/4 "x l_1 7/8" LVL ----- - ............ . H-8 .... ... ............. ..... ....... (3) 1 3/411 x 1.,8" [-\/I 6" WALL-(3) 1 3/4 "x11 7/8" LVL BELOW STAGGERED ___._...__..__ . . .. .... ............ ___..._ FASTENERS NON-BEARING WOOD l o 0 .... ..... .. .. ........ _ ..... . . . .............. ....... ...... A P I'l �_ I AT"I 0 N . ........... - SIZE . . . . ......... ...... .......... .. . . ...... TY P E . . . . . .............. ........ ...... . .. . ............. SPACING REMARKS .. .............. .... ..... ... ......... . ... GARAGE DOOR 0 " APCON #I K O/cl -t!" EMBED, 4" ENDS 2 BUCK TO SIZE MASONRY SEE NOJ_E 6 DIST.r fi" EDGE MASONRY/CONC. NO WASHER FAS FENFR ---- ------ BE[_0W - ----- ------ DIST, GARAGE DOOR '! � EXPANSION 241, 0/cl 4�' EMBED, 4" END, BUCK TO W/VJASHER BOLT SEE NOTE 6 DIST./ 3" EDGE DI ST. MASONRY /CONC, Ix P-l", SEE NOTE 7 N NAIL 11" LONG, S BELOW STAGGERED METAL S'TRAP -1-0 1110 " CONTACT THIS ENGINEER FOR SPECIFIC MASONRY OR ANC, BUCK 2x PT, SEE NOTE 7 4 REQUIREMENTS FASTENER NON-BEARING WOOD l o 0 EXPANSION 24 it 0 c 4" EMBED, 4" END, WALL 10 CON C, SLAB WASHIER W/2 BOL'T' ... . D I S'l 3" EDGE DISTs BUCK F L ME-TA LATH . ..... ...... ..... @ WIRE FASTENERS . ...... ---------- ------------- . . . . . . .... . .......... . . .. ..... APPLICATION SIZE TYPE SPACING REMARKS MASONRY/CONC. N 16 GAUGE W/ #11 GAGE 6" APART & .......... - WIRE LATH --------- - V/2" MIN, EMBED ------ ys " I 1EAD SIDE LAPS 9 If NAIL 11" LONG, S APPLICATION .................. l._..l..___.___ FLOOR SHEATHING 3n (23u T 4 32 . . . ............ ROOF SHEATHING " 32 5 (L�") -xp� t 8 WALL SHEATHING RaoF 1. SIZE 0,1310A e- 2 l I . F5 0,1310 x 23/8 0 16-20 RING /INCH 5" (L911) EXP, 1 0 0.1310 x 2Y8 8 8d COMMON S SEE PLAN 8 32 BUCK F .... . ....... APPL.ICATICAN S SIZE T TYPE S SPACING 1x2 PT FURRING TO C CASE HARDENED COIL 8 MASONRY/CONC. N NAIL 11" L. N& 8 o/c .......... - - ---------- . . . . ........ 9 O/c Ix PT SEE NOTE -'#'7 N NAIL 11" LONG, S STAGGERED WINDOW BUCK C CASE HARDENED COIL 9 91, o/c Ix P-l", SEE NOTE 7 N NAIL 11" LONG, S . ..... . ............ - . STAGGERED EX T, SWING. DOOR 1 1110 " "FAPCON11 o o/c BUCK 2x PT, SEE NOTE 7 4 NO WASHER F FASTENER W ��O C� P W/ 11 o/c 9 0,138 0 PA F x 21 9 LATH ED HEAD A D SIDE LAPS 9 PT TO STEEL COL, SEE TAGGERED RIB LA 1//�" �11N, EMB NOTE 7 WASHER N OTE.,,-,, 1 w HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FAS"FENERS. 2 STAPLES SHALL. NOT BE USED FOR ANY STRUCTURAL APPLICATIONS. 3 FAS"TENINE OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BIJCKS.) SHAll BE AS PER MANUFACTURER'S SPECS AND/OR NOA 4 ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 5 PAF Sl--iALL- ICE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN. 6 FA S r,ENER SPACING FOR THE BUCKS SHALL '"f-HE STRICTER REQUIREMEN"T OF THE NOA OR THE SPACING DETAILED ABOVE 7 - WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR, WIDER AS I-HE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME, Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. I "IsLim REMARKS WINDOW/DOOR FASTENED INTO MASONRY/CONC. WINDOW/DOOR FASTENED INTO MASONRY/CONC. ""!" EMBED 4" END. DIST, 1.1" F-D(,,E- DTST 4" END. DTST.r k' EDGE GIST, ur C) 2;.m 1 c� TO I'TiE BES—T OF MY KNOWLEDGE, T• DESIGN DEPICTFD ON THIS DRAWING COMPLIES n'ME AMICABLE MINIMUM BUTMING CODE IN EFTB7 AS OF DATE OF CERTIFICAMN BELOW, SFIEET DESCRIPTION