Loading...
2019 Beach Ave 2012 Alteration A At , A f A At A A jR AV, Ad J, A 1 11 � I f I� )l I VV Lp BLK I -Z CIL "(&b1 CL it, p It I Il , jA To STwe-r NEW 0/114 44RAqe� Tlt J if 6*16 �Ql NEW —to 011 All, I�5t: A A I`1� fd; A A l' (I -R Lill TL*N we�r F4l e�VAT ci#4 I t A A �c)(gj BEA" Avetl kfuNmTy, 5eA<44 JA' LL=FILECopy i �IA A, If I[ A I AV V! At 51 A 70 A A 41 A A A it I ML ab. It i t I If j Ali: IT Sb r 5ECTION RID&E/ HIP CONNECTION RMRW / Hip iir KTA s i If z6or- FiTc. (+ 1`30 A UWLF,5o� t�4i!2f`r E C:) T I &PTIAE(L VIA i E It III i 1; : 4 it t i=I , tjo I 02�/I TYP(�L If 2 , ROOF RA.P-rEtLS ZXIS (I ti t TOE NAILIN6 DETAIL U ��LSSS tA6-rED 0714F.R W P5 E i �A 4 co nw 41 4 fil If i It 17 if 34 i Ll LA L4L 3j4xTi' ci� LI,,I 4 r If 1, 11 L; TI P4 I It t3 it A A tit a IT N If If it 444 f IT i 1 , N I t I Ij If Tt it r r IT gov It I I It 4 f -SOS r Lt. t Nw fio* P J, LI [ 'V � L� I I I IT �S— TO 4 It iT It T 0IItI ZA F^FbtA I jr Ta Mm &^ w1co)"ic�m Kau m jl tX4 TI 'r st!"t 10 Ta -6* r Si Ats PW L� 3z" O.C. IN It OTb I kr Fy�* G�p ).k PmV SQjMa 10 'if I, hhh 4 1 41 2 �4 RetvIIIIIi E5 L E41I 6 It S'x t %+avI 3 ir .;A W7 '-6 1114;"MOW D'AtIll 2,IK a KARVtd A : j Top ipjam 'Holl, To R" 4 1 z Z Kv;A M*mM f u4TAC i54r-� 314 T4K lt cu4b ab%I tl� ox CSI simpsarkI` C IS "LIL Alm sftt IM 6*alv!5 C� va%k for lTd% scf� PW Z�O'p Ats PF Cllocamta %�Stm SW^f bIIIIt LL j 1 Plb e Mki wl NWU L XiSt. (1111 9 PT& Scum lb CNM WAkLwj "011 G� 74 2X4 RetuIIIIIII A-&G Cb e400 Oil x4 N e4pd WALL < ef� J06 MUMI JI It A j LIA 1 4 It Ransil .......-.20 W, Flitur........40 Net Exharricur No kis........_611 Off 1 . All sold fretting 31,111 INS fabricafted And "rallied pal AXTC Laskefflita I Clot F C 2 and Tor and HIstomal DGI SpifoiffLoIroxona for *100d CONtifuldf0r, OIL skillb,"LL BOUMC�Of PM,YOP of nooltrusunil...7 suit 2. UnI... noted Ital,frisma ,all stItuartmail sold masumbillO 8mf beef 1 1 1, MI. 2 solath"m ping chat hatrat Imet following SinsoMMIX LINIFRI 1 Who Loft (Per�Wn IWO a FPC a 1") tralums. UN�W�SW" MM Spend, Valtol 32 Mob,Wind Expenses"C", Risk Fb 1,500 Me, C&�gO�"ii- Stmdum, GCPI'I+)Or(-)O IO ( Enc�S��m), R�M�h as 95 Pat own is mossis than 27 small but Ww man 46 didoess, Structure MRH at IF 565 Pei adin "ho 1 1 W INS Man a St. 0 eLl bi is, ImmI In We Am IN 11 9.10 S.2 10 r I to 0 to 3 10 0 10 0 3.1 Components It Clisdaffing Disign Pressures ... a IF 1,600,000 psi So 1,100 Pat ISO to a Roof: Star ft. 214 1" e 4 ff�i 8.11 7 1 F Q is o 1 9 9.1 9 1 SINFILL SA I- , B. T7 cal 4S4 WAK.4- o zone Effecal Wind Anne no. ft.) p�um 3, All soon �,, marprosmst to wasithomer or in mftsf Irmtht i" 8 9 1 8 7 8 5 1-5 9.1 0 11 1 e 7 essi 6" mum,mr,it, offincIlf or &oil shell bF, plate... ftes 8.1 a IF 7 a 5 N a 5 m e 0 1 1 5 � ft - -I ' SOLID 43,9 '71 1 1!! Q 120 ffi-I If Ato 12-D 1615 75 15.9 Are a 20 39.0 Ai.7 Ime - Net 14-7 14-4 4, contxa,tor shall P,,,xdQF all fastIon'ttil destim" NAINSAI so Sea =M Z= IIIIs 10-S 15.2 14.11 14 4 ar 13 so 37,5 -38.7 ...ted for IFFIAL application. rawtaL Subject III roosturs )_f� 1319 13�8 IS e _24:07 IaLs _fI 11.0 B's 1 1210 V-7 I WA -36A shall III hot-dip 9,11AIllad to ASTIM A-153-80. PI 5 l 0 2 M.1 AIA IF 2 d-10 21 15 4 21 11 21 7 is 10 1! 2 20 ".a _49.1 5. All metal connectionst ard faltrications shell offoriply witia ISO is�3 F8.11 $?Is 13.3 Iqttl to 7 18 11 19 to It IS 11 M 1 2 So 37.5 462 A.I.S.C. Iss to 2 17 9 111 Sea - - - - - - I SAM Alto a.10 14 2 17�I5 17 2 D2 1 1 IF 2 100 f! 36A 43.5 1010 1616 is to r 1 11 3 10 0.1 41A 6. Solid blorti: all JoIst and raftera at point of a -I" Fs G. 77- 1 a-, `I`­�.O' dF.F. M 0 at W t22s of I oLl or 3 20 39.0 49.1 16.0 8 7m a 2FF A 24 7 24 11 2 3 SO 37S �115.2 2,10 2i _23-1 21 1 A .1 M-7 I I 24-oll 5IT111 410 OF rate 16 11 12 -fI, Fri 3 IN 36.4 43s SAM T A. 6, or dA% sal Was mw WIfff.Arem As,Is its 10 wFLA is IN, �H,N1Vmp1LLLn%NdYdBdIW 2� D MININIL L Rod Oversheing: ato ft. I If 1 , Zone E�tWeWindAmat Pmsumi�n Lc I I ILI Lot 2 10 -74,3 4\ 2 20 -72.2 (10 pil do 2 100 1 4 LL, I .1i 1 1. 1 1 427 If 3 10 -74.3 1 . 04 if ZIL 3 20 -72.2 N*NF I seamstress If 4 SM#HERN ANE SAIN TABLES 0=0 3 too 47.0 LL it If 1 1111111 Sit 0 6 NaMEMM Z Is: Walls ; afo ft. :7 Zito: send isioll ,I it Zarric Effective Wind ANSI I Sol ft.) P�um ( ad) RaMed�rAssignwi 1pressuM : 40% Went cQ "I mile If sw Spacing SAWL 6" 1 4 10.0 ati 47.6 I IN INIMIL in 1 4 20.0 41.9 .41!5�s 35.6sped disiond IFIRA Fresed ���(MMI Il�g u� AmrF sees 0 J! J water 1 4 50.0 all .43.0 1 w ass 00 IN-2alimm Isillmas III mo I A., Z= od opelf sadd Ad F, 4 100.0 a7A 41.0 1 I sur 5 10.0 `43S _58.7 16.1 5 ago 41.9 -54.0 stairs f $0.0 40.3 49.5 1 13.9 13 6 13 2 1 to 222 74 1 .6 13 9 af 12 9 12 6 11-1 1 v2 is 3 cm 12 0 'Delismu-'i doest 5 trial W tot I I I 'ILI I So 47.4 45.6 plus and min" signs indicate ading trul and artary from the builifin sto 'It-2 =-to 21,11 20 10 21-2 Im-F& amy. t�� I ILL] i surfaces to 11 18.11 19-3 1 6' ! rassandively IQ 3 I$_It 28�� 12 IfIk I itself IF 1" 16-2 its 17�O 41-0 is 9 17.9 10-2 Z 11 W i ILL fk 2441 10-10 16.6 15-3 it a 17.5 16 6 18.10 I _,� 'L 1 !L 010f, So 4-0 70, 'He '195 M-7 F6 W` -rfr" " I 160 N 7 24,_i 72 3 16 10 25-5 24 111 IF 0 friL iL 12 System Denal Wind P�u� M Simplified �W 2 of AS E TLZOID 2SI0 --jati- -n-2 _22-I _20_�_4­ -15 4 23 11 at a M 2 ;i �N Edition - - No it a W-3 10-2 13 9 11 3 21-1 21-6 4 GENERAL STRUCTURAL NOTES ROD =6 ' 20 1 VI Is WI wo. Lima 26 WI 20 0. n 20 0 Into- i amer F , 1. It is Me intent of the Engineer that this Work bas I myth 0 IF 1-93 tr 0. IS: do�O � a" as 0� Zu� -mot all requirfortments of the authonb" having jurguall IF matter this types an. 10 or I - AI 21 3 18 4 25 7 LF of Gonstruction and ONstgancy. All Constractors Is IN do their work it in conformance with all Applicable codes and mg Mins. �4 'I if l: If 2. The Contractor shall flarld establish all pertinent asureaments and Lot IMILL"I'LlItfF. shall verify all pontifical and dimensions at M job site prior to IN= L FILL commencing work. fill I Akqt::-- ILI 3. Contractor shall supply, speards and build into th earchirst all inmerrIs, 1. a (ANSI anchims, angi", pl�, Opershill 51"V" hangers, slab clopressaslons, and pi"" sus may be national to perthurrin and accommodate other work. #0 Or arm Miami Mass, 19 ir off I$ 1: WILL 4. These dosumpents, as inetUMORM of Sessurifus am a property of the t If "t Engineer and May not be used or mpr�uced thaturt expm�(i IS I ;,I tot �Mn Cismurant Of the Egiginseer. USAir "IN macel In assamesser 5. All detatils and Sections ah"n on the drawil a hirstancled to bit typical and shall be �neVued to a I to any I elsenderesse in thas work somelat where a Ti9mrit door hopor " be'don kis shown 'Fir IF fl if t I el I to 0 4 g 1 9 a 7 10 15 14 1 0 4 a 12 If 11 I F of 8 7 t2 as 6 4 0 IF S ff� 1 2 2 10 to 1 11 19 to it IS 11 8 2 17 Is 5 IS to 10 Is 6 Is 0 23 2 21 1 14 ZI 7"� 2' SN 5 4 3 3 1. 12 1 21 1 107 is 5 17-2 16 5 OF 0. 28 Of 24-1 0 .7 218 21 10 21-1 Of IS 0. 6. It is the Coffloactoes "Is mpon�bility to do amino arrecdon s-m, IN SIMON)` If ft' -or procedure and sequounds On mature the andety of this building and Its component parts during affection. fm" OvILL rentatim 7. All structural openings arround or affected by mul mical, allectriced, Visit f and plumbing equipment shall be verfflod YAM equi ought purchased miuw� before proceeding with structural work affected. 0 11 EFT HUMBILP OF On information is not availablei Foundations Ess-M �`=0 ;8 1�l St Subsurface soil consul wors analyzed for 2000 P%f soil hearing ceaparcity. Contractor shall I import any differing conditions to the sengliessair prior to commencing work.