|
GTUGTURAL_ NOTE-S
<br />5FEG 1 F GAT 1 ONS
<br />I. I. CONSTRUCTION :
<br />- /
<br />f
<br />/ _ 4
<br />F _
<br />I '. t _ _ - ` iC- -_
<br />-'F_ 'I ulll'C l -- .-_,
<br />�.� ._ �. ^I._ _ _ __.
<br />- -T -
<br />- G' I
<br />c�TNI _ _ ,� ,?�T, r_dTh _ 2, ,-� .�NcJ-UI SF-�.IFIC.��-� I 1 't1-, :-C�Iz rt, �"`IK'1 - `KI-._ � Jr�-_
<br />1 I 4, rIATION,'AL DESIGN SPEG'FICr,TIONS (tFI `_,) FCF-I0(-.. L'I,I'',TRi.JCTIL r, Lr^ EC'ITI( h.l ,al=l[, AL_L-
<br />r_Or-TF,�IrnNc- SILPT'I-E! �D T-.
<br />F--P'C' �_E I� Fjl. -L c - , =�� I - . 3� _�1 , : - _ - FBA -
<br />�„ �' -
<br />r - -I F-
<br />- - .� - -
<br />,r.� I- T� -I%
<br />J
<br />�F F- PI I � DI ii;.
<br />_�r.. - - - .,C.,
<br />r' - - a-, -
<br />I- =r'
<br />I T. DE'�I,., I r[-r_'� ..ATIr.�''I � JR I�HT f` � I ,- � T� r�L E �rLNN� _ F L 'bv':�✓L� � r_� . �--_ . I l HE
<br />T-
<br />T -
<br />r�
<br />I�,L=
<br />A.T' 'TIT , � iF'
<br />�'-__+ L. ,- INS L E I -�
<br />. - DL FIR rREv'E ,TI N -GDE rFI r� .JG'LTT%
<br />1. 2. DESIGN
<br />- -- v -F-
<br />zI ,
<br />I I K r
<br />_ . -. J ,-T ^5. •_C -
<br />5FE,IF1-,,, iGr,� r-•F' t ,''- ,_,NF EII ,TJPE_.
<br />n
<br />a TI
<br />/
<br />-/T 6, A r , .T I F "'I Inf<i � E I I�.,._ rF`�
<br />- 1 � l T, N �`1� � I C I `�V
<br />� P _ � �1 � � C �.
<br />'� - -I
<br />. __. 7N I_ C1E11 :d Sr _ AIL TON _ _ _.OT kt C_TI i� _ �T _ rL �_
<br />MP= 1`J1 INc_ _, EN> _ J,Et,T_
<br />l t
<br />- _ - �.P
<br />_
<br />-. ,. r - --I TILL � rL "<, _., ,. _-_ _ -- �T"v
<br />III ( L l't- It LCJC T JUPPLL FTJT.1
<br />1. 3. SHOP DRAWINGS :
<br />�. i. THERE =;HALL NOT BE A T i5E✓L",TIC l PC EE_-51-!.I. PL,A1''_, Br F k
<br />- T T -
<br />_ ;,-- �'
<br />r' v r .- r- L- _ _ .
<br />C-,-. - _ - - - - -
<br />F '- -
<br />K
<br />_ M
<br />' F e' I .
<br />'', - nc ,tl SHOT ,R�bilt - _ 41`-E e,E: _,,)F H!1T'-�,•,L`C: R
<br />, . _ _ .''-, FLC ,� F.S'�, _ T
<br />G
<br />��r T,�� r I c.r;
<br />:, P J� J �- _ 1_ R E _ ,
<br />r . REL: . E.. NL _,HAL. Ii - L��E
<br />F 161 L- � I,-_L ..
<br />I' - M1 -
<br />cEAPRv. OIhdTS, BRAGII�,L kEr_;IUIRE� ,I_wl`� =;CID '�L_ JCJE�I!, h-'_; T_r
<br />FF'JR f N � Tt,J_:� r^EI 1PF -5.
<br />I. 4. GENERAL BUILDING NOTES :
<br />-I, -
<br />-- a � - -, F,- - < '
<br />I 4. � E3UIL[7ii�(. HEI BHT IN FFeT 8 NUIJ,,F<_ iTF ��it F--L__� _ �,-'-SIGP.�'
<br />T(F L :'F r N,-FR I TIC'N. ✓l
<br />- - - - P - - -
<br />u' , - F A' iF.
<br />T � I�' I F F':.
<br />I 4. R, � 1. ��� �� -- r'F'_ > �� r1� -_- �Tir"`.r, .. �- '-L - ^'E- ��_�,_ �__ :
<br />- - - - _E -
<br />p -
<br />I
<br />F
<br />=I r- i-
<br />, , >. - - , I. - - - - - -
<br />2. DES I G-N LOADS
<br />2. I. DEAD LOADS :
<br />F
<br />✓ 7
<br />- t" '�F -'�1 / T T;
<br />�. i. d:i i'tl HI -
<br />- - -
<br />- - - n'
<br />'. �
<br />h 'l s -
<br />-,,
<br />'-T IP`-.KI. 1�' ." - _ - _
<br />I. - - - -,./. - -
<br />II
<br />�. � b.� c•H � '� -x4 r I it , _L_ `
<br />cF
<br />I e''_ J T 6iEI��HI C F Xb BtAb_:Nc, I'JA.1L=' I_ [ .�
<br />T. B ,Lr (,NIE� 3 1'E ,K_S 15 I'�F
<br />- - %`F
<br />T t_ C -;
<br />F' H✓D -
<br />Kr F
<br />yy _ , H, _ J
<br />_.. ''1.-INLL �._r"JrJ J
<br />[.
<br />P- _
<br />2. I. IC,. FLOOR FC1JSSt5
<br />2. 2. LIVE LOADS :
<br />- . 2. �I �F_FJ LIB- IvC Gk_I': L-6 �r L �,�
<br />-. _.--PA�.E L_:� _ =F
<br />-. _ ,SAL _ ,t, -1, _ _ _ _ -
<br />--
<br />Z 2. ,_ .TAIPI^I�YS �JJCi L ' = I1 <<
<br />" . �. ll
<br />2. -1. FLOOD 7 KI-55
<br />TOF, �HOPD MIrJINIUrU : - ',' PSE
<br />T
<br />K _,
<br />. ,I �4
<br />ti'
<br />H
<br />' r - c l�I �?F GE'
<br />3 RAILING LOADS :
<br />2
<br />2. 3. I. ALL RAJLINC AtF1D CU,ARD RAIL 5l'STEI`^''-) ARC TO DE L=E`1C-NEC' TO i-:ITH=-r l A.
<br />CONGENT?ATED LG,AD OE ?OU PG'UN..'S ArPLIED AT ANY FLINT a'JD RJ F're-r
<br />DIREC-T,ON ON THE R_-.ILI'ICF.
<br />-. L P. Li i'� ,,I �G P _ �Y� [ = LR-- _ -1 r_ lED T nI �C,:..
<br />- -
<br />4` _
<br />I 1 F'
<br />(-.. J 'F -
<br />P' (Trd I I - _
<br />- -u -
<br />,.� G- >. r. Pr
<br />t= T ,= T
<br />"PI Yr 1„P �F I
<br />-1' r'
<br />_-
<br />�. �,. ARDr L TtN SH' LL BE DE SIB T1r -r L- �r '✓Ik - C )rl LNTK4
<br />r
<br />T
<br />� A P -1
<br />P I 1 I I H �1 T
<br />H I ' �•ilA AL r,FF IEL �N E._J
<br />d� 1 ''N E
<br />Ci Ji L L✓
<br />r 1, i .! ,
<br />- C.'. /l r I I. N
<br />2. 3. 4. L.Q.I., E._>.1 ff ?.�.�_ r?E N�T P� xLIrZE. - �� , ., r LI_C �1r 1�L , „ . CI,�Cf ,- , E
<br />- r' �T` ., li - T >- .,) In.n LTR I- ,ITt1F' i4 - `.1P p. -
<br />-� , _L ESE" AP, _.-_ ._ ✓L »_ H- � .. � F:7�E_, ..
<br />2. 4. WIND LOADS :
<br />-. 1. I. ✓0![7' L' ;IC'� TO BE __ � IJ_ EEv i t � L, -' l,'E 1, Tr' -E" F7C - ^K __ -
<br />' 1 f F f i ��
<br />F' I I ^I , F'H
<br />1, T I
<br />I ''N , IIJ' IN'- _ �I.I�P_Et` _ `.jT _;JF._ � ELF _ _ __ L� 2v
<br />_L:I I�„ �-LLB
<br />- - - r'' ,� , A ,, A,:TO = r; ILL-Ir.c
<br />StC.GNL ,�U°-:T, EXI 05URE "G", I IP_ F_T N_ C_ r _. _R "I" I%:. ENGLG>>CD
<br />4. NE 1 F'I- IFT DEAL LC,�.L%5 - 10 PSF INr LE 'IS P�,F TIL E
<br />- 4. �. rd"dL' _>,r�D D--ERMI"JA`I CASED -") L -
<br />2. 5. DEFLECTIONS :
<br />2. �,, 1, rI ;CR TPU� E`J `�HALI �IN11T ✓EFLE IEII T : /�)G .-IVIES THE �PAPI F; `F _I, E L_
<br />Ar 1 I4 TH _E rL L-
<br />`IL 1._ t T r E- E
<br />�. DESIGN METI-�OD
<br />3 1• LOAD FACTOR DESIGN :
<br />3 I, 1. `HE '_, 4.i , FACTOP D� , = h t✓F=T-I'Jn 1 _ _ v r
<br />_,T ;<\ P_, =L ONGPET- �,�, �-11- .�' IN.__
<br />3 2• SERVIGE LOAD DESIGN :
<br />3. 2. I. THE ` ER;%ICE LOAD D1E-1rN METHOD v1A5 0,ED TG E1 ,1�rl :
<br />Y
<br />Mf-,JI�lR. I.ALL`, AIdD LIN -_
<br />o -�- ITN -_,� r-I.;/-
<br />CITr KIOR ,ND EX -r I-JK - _ NG- _ ,L T'. ,Ir,_�
<br />AI,�- N[ -, F I` �A^�'I
<br />R _, _ _RAI- �,- -- ' � , F _ - T
<br />� 3• LOAD GOMBINATIONS FOR. LRFD DESIG-NS :
<br />3- I. THE FOI L OIF IN- LOA GUh1BINATIG'r•J�, vdERE G'ESI-NOD FC!R
<br />TOT/, L E� + FLOOD LL + �C10F LL_
<br />T F D + FLC " _L + L 1L
<br />T hL � + '''JL
<br />_. 3. _ P Y AN �J� r<IIc Sr- EE r _:T1,- _T r - G �:.
<br />-. MB I -- N RE'::t Ii . I I I:,! , I', I-'L- Nl A? LI.1 c r` _ - L -- a, _ - cr;. r - .
<br />BG'Tr! "--. -714-L -1JLL PIE• AL ERN, = A' _,- ,E- Itt' 1_ _ - _ _E- .
<br />q • DESIGN ASSUMPTIONS :
<br />4, I. ALL F,i'IN 'ATION=, AFF _-Et-ITEPED + EF `-,LrPORrFD , C�_Ur'11`IS --NC' 6-1''tLLS A LESE-
<br />�H,Ao-NN T7THEPI JI -E Ill THE DE, -:rJ ,1.-
<br />4. MATEP,I ALS
<br />4. I . RE I NFORG I NG STEEL- :
<br />4. I. I. FEINFOPCINC STEEL �HALI_ EIE ASTrI Ar!�-40 C_---F ,,D', 40, Fy - 40 `=>i
<br />4. I. 2 LAP �F L IOE 3,HA � HE . ,E F!>L L OVJ A , F3(-,R 2:' #4 E /-R r '', 1'-3 EAR .
<br />4. _ LL_ C IMI-N& ')N P / ININ (T T,1F I TI 'ry ,: r FEIttl k%,IN� E HIE
<br />-`,TEK-I'lE F .+TLI _AR _Y, EF'T l _ ;- , mot1 -- �E �.IOI' - Tn
<br />`i,',E _'� THE .,0,t PE'E.
<br />`+. i. 4. REI,",F SIN& ✓ET:-!- �I�"EN�5,-,IS ,FE GLT C}LT C'Ai,S.
<br />4. I. _ . REIr`IEUP; ,Irv' MECH:AN C,AL OUPLEF- .AF'.E TC DE 'EL_,i'i 1-2� y O THE F ,_ 'JIR G'
<br />YIELD ,,TPENCTH OE THE BAR AND APE TO BE AFF POe'EE% BY THE EGIGINEER GF
<br />REc:OT�'D.
<br />4. . 6'. DE' I. ;41 r_.., : FP RE(->LIPEMENTS .
<br />-.PE-F FGPNIE EAPTr .
<br />"- P +, 'ETE iCT E, _ - �E
<br />,,
<br />4. 1.?- vJ.ELPED 1,NIFE `-ABRIC (6N1rJF). A51r1 AI? `)l
<br />4. I. t3. DETAIL F-EINcGR(-Ei 9E-NT IN /AGGOF L J :-E t,•J!TTI AL:l SI'' LATEST EDI T IC'i,l.
<br />�T,UGTUAI_ �10T G
<br />4. 2. CONCRETE :
<br />4. 5
<br />4. 4
<br />4. J
<br />4
<br />4. 7
<br />- - - - -- - -
<br />- -
<br />-
<br />_ - -
<br />r__. _ _.. -- - - -- -._- --
<br />- - -
<br />I'
<br />-_--
<br />y- -_ _ -
<br />- - - - r
<br />__I_ H'ETE JPi-I- IJE=,HT) -1 I;i
<br />I- -- - ----- --- - -
<br />: T . ;Ill 1
<br />�_ k;_
<br />- -
<br />�-- - ,, ,.
<br />c �F �
<br />^ -
<br />- -�, I
<br />- , - -' _
<br />�- I _ .- - II''�E Y"' FL-- Lr._
<br />r .' I ."
<br />_CE =1 -
<br />-
<br />_ --T•_ -: _ _ _;t„--
<br />L
<br />.;
<br />- - . '-POUT 'I'IaLL C;,I,ISI�,T _'F FEr' PGG{"
<br />F-'-xiNlLlbl .+' •=F;EF,ATE
<br />II, f=-E F11F
<br />11NITH I. JI'Ai- �E=I'JEE'T ' •'Ji- .�° •:T I [,I[
<br />T'r ' L �-,-FI IELI'.
<br />-FE �.PE --I' I IF F RTP
<br />_ I -n'-L '_,� C�'I,-
<br />�,r-
<br />- -
<br />��:
<br />-. ,. Eak' H I r'ORTEC' L •I' , ,E.r'r,LUDIII
<br />--I')P 1,-LF I I
<br />d DE1 . E1 ,-I _
<br />o- h. '
<br />r I I 1�-
<br />'I 1! 1 H 'r 11 I I I i I L r Ll E r_
<br />/ I I�
<br />_
<br />U r (� � F,'
<br />I
<br />i. � 1 4 1 rf
<br />I 1.4 I I
<br />N Tr,- e = I '�L - �SH F , :-II
<br />_ PI r11,. T,I— '
<br />E,F , I - 1 -. . ;,II , _
<br />�1-1 �,
<br />. �� - - - - _. - - .--
<br />- -
<br />. - . , _._
<br />-r
<br />CONCRETE /AS�'NRY
<br />E,LLET ,- r I I I 1, E i ;H I L F3E "--TET `F- r l
<br />,r,.
<br />4 -.
<br />LL ,E P3I- F N,=' i.�V-'E IF M4 ,Jr>R- EMI : ,H,"LL -
<br />�,Tf "'aO-', , I-L tl
<br />- --,
<br />I'N, �ICiI=. I I.'r'� ,-�JI,TR'+I �L"
<br />t
<br />I 'T- �t -
<br />F_ I . k.
<br />_
<br />- I
<br />}- I
<br />-
<br />,
<br />- - - - - r L. - -
<br />F k-
<br />- _ -
<br />-- -,
<br />-, I 1
<br />-T =. _.
<br />h-" THG[. `F-'JN�FE'- ;iJF, PL-.t,Tr'IT ,,I,;G _.C'f_,J^'l
<br />T!�-;1J =H-LL _7
<br />-, - -
<br />-F T
<br />GC�NJUI�Ii-C II. -"I� _vE� III H* _ IFI_ +TIC I`,
<br />- r=
<br />�_
<br />r.
<br />1,1 RTC F _,H,,I-L -'YP _ _L 11. L_;fl`
<br />I_'' T r)
<br />- -
<br />r
<br />r'- -
<br />i . , _ �- _, _ _ _ -
<br />- - - " -
<br />�TRI�G
<br />ORAL LJi ,BER :
<br />'EHI 'K T.' B-_'RIr. ',II.LI_� - H tL _::�
<br />ALI EXrCF',-F FJ-r-�'II,JC} -Flt-, FE 'rT` -•! E - I1 �_
<br />h ,1 - _ r-
<br />-T
<br />A' t 1 �"'N� I P_ I Er � .� ��
<br />ST . J1.12-. 11 T ';Ts< _L TE-
<br />- ,T, , - -- _- -
<br />�r"--- . - - � - -. , _
<br />4_ . a
<br />iF r `g EC)4-I-'r) I_: TC, of ,_ E(=' Ird P: A,, E '_:r I-L 1 ✓-'L I _
<br />[T z . _ _ I IL• '
<br />5RE-TEF E G1 �R.rYF T E �.
<br />.. Z, -
<br />'.',!. 'T,TI<L;,`I:KA1 L,11✓IT-- �E L' t✓ I' 'R - IJ L.'I=<1''r -I C L .--% 1 I!. I ,,[ It,!
<br />-. ._ -
<br />- -- - -- - -
<br />T r _ �E.E - _
<br />'- L \'C --. - - - .-
<br />- - C-- - -
<br />E KE P- - -.
<br />_ _ _
<br />- -
<br />Y
<br />,
<br />^ - - --. "' __ - --- - -
<br />I r V _ -T Lr/ _ _ _ _ _ _ .__ _
<br />-
<br />_
<br />._ - - -
<br />- - - - - - - -
<br />-
<br />- G : F - -
<br />P: - - - - - -.r. -
<br />F ,_
<br />I l' T' � _ LU-'t I L _ L TC. _ E� � C?
<br />- - r
<br />� � -. =C� ._
<br />', ry I T- I � �=''7�
<br />- H- ,
<br />!^J E ��.T ' 'l- IFJ E-1T . i LAG r,l'
<br />L E F 1 �%L 11 ,
<br />- _ ---
<br />I i I ' r:� - I I 'I_ __ ,
<br />T L
<br />F
<br />,
<br />`T -I . ��
<br />r •_ ..- _ _ _
<br />'"-.L_ ,, T �_. _ .._iti '-k- -. , -_ _ -_ Cam_ _ _ _ `,I-
<br />_ - .- _ -
<br />._ _ - - - _
<br />NS =.LI_r-{ l N vF= I=�C TE^'I ;'F-'. L.-' T-111J�% $ L F Z,"'II _T �f-' - _
<br />- - -
<br />'I'll -I_'I I _•'I`' _-
<br />- - � - /-'L - r- -` ,-,
<br />P k, _. R
<br />tP ELF � IL,A RED �Er:iL�. _ __LE 1_ -
<br />1. II
<br />FIFI ;LIT L! -D, r : � of I i':_ r`__ILLE Lr - P r
<br />r1 E T F :, rl-[
<br />�1, r✓_)--FI-.-L I_E EATEL 1N ',�� r1ELL II', - -' ; _ L
<br />: I' 1. �, I� r� =F
<br />� AS ENERS AND TIE DO6�NS
<br />---
<br />i L.FL „ - r t•E_ ,--� - I. / ._ -
<br />- _-
<br />'_=r' IA' Ej TI!r' J--: . T"1 .-. „ =PA ,E
<br />_xl N._ r �I n L
<br />F - -:rK-
<br />{
<br />/_
<br />'rl - C F EN( rH EMI J, T �-'..' Tr'�I C'__)c . ' 14
<br />rL,c E B�:I - . ,_ , : ; t>111 ZED' sh F r1 T -_ _
<br />-F
<br />I-
<br />4. - _
<br />`J r'- �� - - ` - - - , ,I I_. , , , r ,- , ,. _ , r .I'/I-�
<br />,-.. _ - ,-
<br />4. E. -1.
<br />4,L F% TE `IEPS :.ND YIE L. I !i.!= E1-16E[ ` F1, it �'!k _F 11
<br />ur :J EG III :- , . �_'�
<br />ArPL1c,-�.TI�1r.l ARE To RE��E1�:/E AN ANTI _-,vF-�.�>>r�E _ ,,�vFlu-'
<br />Eel I��.t,L PEP
<br />FPIt F' ir_L IN --TALI �T'-.-'I`;,
<br />- -
<br />- L- - r-:--
<br />L
<br />- -
<br />- - - I,,, T,.
<br />b� 1
<br />,
<br />- - -r >= a - -
<br />�P� -.F=
<br />- - -
<br />,
<br />- L -
<br />:T _
<br />- Fr I r „
<br />4. -.
<br />I� D r - L, II. �T
<br />r I
<br />T T-I J '
<br />r , I, I T
<br />I. N _ I L�.LI� L .L-- F F_ L ;�r
<br />F= -� -L• L' 1 -
<br />1 l r 1
<br />EH I_
<br />- _. i- - - 1 Ir.
<br />IN111A.1_ SET - lrt� __,r.c- -r_lE, �FALIG_. ,-IJ- �� �I�,:lttl
<br />- - -
<br />.'�F'I_ I_: b_ I, FL�iJ_E
<br />TH r r' I" R- I
<br />, v. > h� F.`.._ irl FI_r�.E`., I I'1._; . -' _ HRH'-. - - _ '- - _ � -
<br />•k: F
<br />= rJI=) 1 _ - r L .' 1=-,.
<br />. _ -
<br />_
<br />� c_ ... _. J .I. - i 1---Il, .:h-.;- ,_ I--' :F,: _ _
<br />� , _r __ '. - _-4
<br />MICRO -LAN! LUMBER
<br />�. _ . '-1I, R ) I - I-'E : ;Pr I >F T,NALL FP - . ITE THE F,_ __ , III1,- 1,N11^U 1 NF F f-- IE�:
<br />I- _' ".-10. _ D PSI
<br />FIV T r1 jr_, "-I
<br />Ft -",I -, - I
<br />I PF ',1F 1 -�,
<br />T F' __
<br />F, -- _
<br />JTE ELI :
<br />- - --
<br />T. I. N� ALL/'.11r- ^J I'; AJ-L TE _ J EE FCF�FEJF'F1ED BT I E�-r'IFr+C-ET, '.u�- F_L,
<br />STEEL EPE _'P.
<br />4 F?L`F-.I.- -" E_ AND L -.E�-r It I '_-T TU1H-'l E` ,N ,Li .. :,E J'TH '.I.'_ .- .
<br />�P F' �'`l "')F E I r 11-1 .'- EF TI-. LIil EPE TI - -,TF L_ L!'-_
<br />_, L /Jr< L'LII-G - .
<br />'n ,- -- --k I',.'c. _ - FE AST =< _ .
<br />4. T_ 1. TEEL TI F:N _: T1I -' ='RAC=E F_
<br />4. T. F JF ? , ,' FAN /,T, ;r, I, , C F,`•TR t E-`, ' Icli`,Tu' , I 1 FILLET r'dELF^ - ,
<br />w_LL _I E� _ I �L
<br />I,- F
<br />�ckTIFIEL b lCL'vc _ . C:E_ ' I IFIC_f, �-t, F r. ,_E,, L' E3E ✓. EI I I 1 .P�II _._ ,L I
<br />4. �.._ F P- 'ST -EL BE c T IPIL.�,•-1� I �.,"S'1- C'= 1 1EE - `IF F E' iEF
<br />-- - - -- - -- --_- C - -
<br />F"_ L-`� _ _ - i �i- I JI _'F `F'I' 1 J- ` - ---- r1 - -' --
<br />k - - -_- HL _ E ,-E L L -_ -
<br />- ,
<br />-HC F__ E'-F _ s,
<br />,F F r'= _ 'rllr--. i_ lt11 KEG IL i t ,T_TI ,rl__
<br />✓LF
<br />T• ' HI
<br />ELE1�,J,_. EIr _.t. -
<br />UJOR6T C45E DE&GNIN RRE56UR-E TABLE
<br />BUILDING D,4T,�
<br />WIND SPEED 120 MPH
<br />WIND IMPOR''ANGE FACTOR -- (ILU) = 1.0
<br />WIND' EXPOSURE `C" (FRC R300
<br />INTERNAL PRESSURE COEFFICIENT= +/- I ENCLOSED BLDG)
<br />D=SIGN UJIND PRE,55URE:
<br />I "
<br />ORST GAS (10 5F ND ON )
<br />(COMPONENT AND G�HDDiNG) W E E Z E
<br />" END ZONE IS ONLY' WITHIN 5'-O"
<br />OF ALL EXTERIOR BUILDING CORNERS
<br />WINDOWS AND DOOR5
<br />120 MPH + 36.3 P5F / - 48.6 P5F ( END)
<br />36.3 PSF/ -3e.3 PSF (INTERIOR) U.N.C.
<br />GARAGE DOCRS (V = 120 MPH)
<br />SINGLE 9x'i +2T e, PSF / -31.2 P5F
<br />DOUBLE III +26.4 PSF / -2' .A P5F
<br />NOTE_
<br />THESE PRE55URE5 SUPERSEDE ANY AND ALL PRESSURES
<br />LISTED LUITHIN TH15 CONSTRUCTION DOCUMENT.
<br />� T FZU G-T 1 " L '� LT G'
<br />4. b. SOI L:
<br />4
<br />TERMITE PROTECTION -_
<br />PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT
<br />• _ _ .-;I -r, ' I_- Imo-
<br />- ' •v
<br />T I
<br />I - r I
<br />C � -
<br />I
<br />I
<br />C C C �
<br />MI R �IMN_T I
<br />II �HLM,CAL SAIL TER_ , � I ,_ E J USED
<br />I. 1r Ir `.II- <°'r'rrrr t _TLLn .�hw-i, 1,.n''ifi;;. i'rlc Ci'rit�-, tl i!m,-nf .,r_^.tier c1rJ �-.r,, 1 For
<br />"' _,'- � , = t, -rt , n 'I� �I-��._III b� c;l _ �d�". Ie gal ,te!1 ne��IF _ ._
<br />_. _ _ _ _-�1-."r - - - _, . r.. I - - �l ,rs _.
<br />-
<br />1
<br />- ,' -
<br />' 4 t i r I ✓ -Jr � "-r I. -:rl r I
<br />4. I t ,� � r' ;I,1 r r ,n r Tt r1 Tti bt-� L al t I af.. �nal I
<br />i F -
<br />I F t ter,,
<br />Tr II n I L- Je x E Y, f tint - e,.. 7.1. r��L171L. f _ _„ _ ,�
<br />�H
<br />;r r n'
<br />- n it
<br />- `n - :I
<br />_. I _ c_ c _
<br />K
<br />7
<br />I._ - _ -
<br />,� ` II -. _.I T `.ram l „- -, I. _;.� F /'t C' F -.r' ,_.( J C'Q + rrl.-' ,+. �,
<br />I r I , I r r �" / 1'
<br />II 1 I Y I f-I"Ylr, r. I ,il t-< r wlT I I ". hr Il11L JI t I Cr _,_I I) nt L L II % r r7L-�"�
<br />r I c I t_ _ t eat � ��
<br />I I_,r' A.
<br />4-r r , ntiT = 1 f I
<br />"I SC r7
<br />��� -
<br />I' I J_I I _ , 1'ra r c
<br />_ a
<br />t-
<br />_ - -.I-.. r 'l r _1 .ri- _
<br />- F -- - I`r', F 1_, :J ` : :l ' -,1-; .r r1i: CI .. 1 _-,I,--, I 'I J i, l.',
<br />,< r r� -f ., � Y ,I •� - rr.' - - r /1. I, 'r ,,. >'+ t _
<br />.r. r.. 'T n r a II rf()I f ,.JI�,r--III
<br />I
<br />I t_ t_ _ .. .11 III n 1 �;T_ _,� _t.-+ 1' jil',cFr .
<br />I'
<br />- - + a r
<br />r) ',- ir, t'� n- Ir' r I r �_ ,IL •In -rrl t
<br />t`; �_ t_"'I r[c�r� _r n_IIL _t r 1�: 1= .r� �� c� .n c`
<br />1
<br />r. a .. _ I. _ - . - L _ , ♦ - - -. ., -
<br />� �„ h . r r- : 'r' r r ,- . I I :: r <, r, : �.t , I ,� ,1, r, ; ,.,
<br />_ ,I nl _,I II �JLm-r�.- - �,II 'n rr E_ .-O �E
<br />f
<br />, -I
<br />l"
<br />_ -
<br />, - -, r.- - , I k I - TO _t _ t-M i'J
<br />,. F _ - -I i' "J` -i -., :UL=tT2 Jr. , -rpt� L, - L _I"�l-i G I, .-',,�Yrt3 SI-, -;II
<br />,
<br />i L, - -II - 1 ri- r "a , r- �iI mm •)f rT J,-' rI r-
<br />- _IF( 1,- I ,e _I ,t I j -.t __ _ _
<br />�F
<br />:,l L. a r_.., ,..,,I -.I I, ''C'-'I 1 , �,=: i- ., ',,- ; a.:J ;-r71'T'Tr,tl 11., ,ir' -Ivl- irf. •-I
<br />•:I�L�_1, I_._ 1 ., � _r � _allT 1, �n_ _r�_ 1 , r� .o,T�, :l". I - ,
<br />�'
<br />r'� Ir , , II r �
<br />I ''n � I�. I T T I ; i r I I.;.IrI r`-,I� ,. � , r�4r, � 1 al�.
<br />r1 _I < I I I t 1. _ �- LrLtrl th _ .L
<br />I L:
<br />Ilr, TL,u-r 'JL-L i II __-'r mE.tLlj r _rr:L11 •-l. -
<br />- Ir _ - -
<br />' � tea• _I 5'i:• ,� �I- � � �; ,. ,y rr� � I ,
<br />_ l
<br />- -i -
<br />I'
<br />-
<br />r 7 ,.'.I�
<br />J' _ I._, I, ., _.I� _ ,
<br />CCU r 'Y, [' I• Ir - C--=' _r.� -`L �I'I r. ,,=�'IL:,-
<br />-r'IrI�� _I � , _I _, >ns _ �'� In-_..�L'e I �I -- F I�-�'�- `Tr1.71 o,'I✓1 �_1 I I_,,_,al
<br />-. 1=LF, : I< ,.I - =1' iLL,il Jlr,q=: �; e '1u r�.7 tv 1-Iwe Nr ,.1 ;nst, '�',t;cn r, t �1f trI0rI
<br />_. _ n t' _ n-�.. r✓�I III [ r , ,:,t. n L _ _ f 'i i-.,-, _-t- r_ � t_ l't l��ir-i,�, I'�,I ,r71^�,.-]
<br />-'n - - - ,l,- -
<br />t
<br />,.I . ,.� - w,�
<br />C'
<br />r
<br />f
<br />- - r ✓r -
<br />< v
<br />-'
<br />- „r r; r
<br />;7 'r-1� -i, - I r „ - - .
<br />__ - - __ - - L - - - - ,, _ ,
<br />r't
<br />r
<br />-P - _ - _ _ _ _ I.
<br />h ,ram •-f _r, �. .��� -
<br />Fh i
<br />- 'fir ,� � I Irr ,-:1 r � T
<br />_ cl Iti�_. '_a I I _ ,-tr'-: _ ':.J �_+•I _ _ - _n L� ._! _ ,�_ _ `•.ah: � _
<br />I I -.
<br />' L I:-,, I. �-� 'c ar iIr -r. l' cr I Ic..J '.I:'E ,>rT=. r 1-:;. ._ '.e'>."
<br />F ,
<br />T` I,- T Jr .I n :i r �n r J r a r�
<br />r _,I' I'`I I � .-t L �I ut t -I t_ � GI �, �r 1 �L _
<br />_ ,F
<br />:YI:II I f ,u I. r � _I Y r. ,. r J, J i„ r r 1 Irr. I�"
<br />r _ - t _ -. T _L r _�� �Lt� _ �� erm_
<br />. II�. . _ I'-. r - n Iv _, ,n� - - U, LI I'�I'1 [!"��
<br />- I � - 'mot <.v - t',
<br />- - - - - L.._. - - - -
<br />_� , _ ., f _ _ -.._.
<br />r y
<br />-1
<br />/ rl
<br />_ r'J r ,r I � I',
<br />,-I"'.- ;_.!-',LJ .I _ , ,-� � _. :.,< ., ,'.r CJ �. :J:: „ r, �, ..r _r,' ,.,,IvC I,'-.1,. ,i l _'� _.- c"
<br />�1 ^Li+cr <r l il; l e.- _' t I r,,ln,� v i�� �'r'Ir r l " _ ! Ir r'�,te 'N gn rr erTt..
<br />_ C' �F - � 1E� _ I , 1F EL= FFT _:'- DEF I r F�,
<br />-Ttil . ,_ -
<br />NOTE :
<br />I T 15 THE CONTRACTORS RE5PON5I B I L 1 TY TO REVI FW ALL D'RAWI NCG5
<br />BEFORE CONSTRUCTION BEC INS. DANSC0 FNG INEERINC LL ; IS
<br />(
<br />I
<br />E_ P�N�:b _� FL I 1, L � I L.-�TU�� L N�� I OH � � R��tC !
<br />l
<br />ONL-i . ANY DI5CREPANC,Y BETWEEN FIELD CONDITIONS, OTHER
<br />�� i }`lQ CcT C,I �Il �G 0? C I I
<br />D_�I,�N I GFE�_.IONAL� SH�,�' GRA1�1 �_,-�, G�.' �TRACT�. R� BI,IL_D,Nc�
<br />- r- - r r
<br />i c
<br />T-
<br />f �
<br />M �H AN T E I L1 AN � _ '� D CRAWIN� MU T E
<br />BROUGHT TO THE .ATTENTION OF DANSCO ENC 1NEERINC LLC PRIOR
<br />T T' E � �r✓1 E ��. r 0 � TRi, N
<br />O H � M NG�_I CN T �t N� ��,T�O
<br />I
<br />I
<br />t
<br />PUTT 1vTiDN: GHEMIG�L GH�Nh10E� IN PRESSURE TREATED WOODS
<br />E
<br />AS OF OEGEMBER 31 ST 2003 CHROMATED COPPER ARSENATE GGA-G
<br />WILL NO LONGER BE PRODUCED FOR REST DENTiAL OR GENERAL CONSUMER
<br />USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN
<br />CREATED TO REPLAGE GGA-G. MANY OF THE NEW PRESSURE TREATED
<br />WOODS USE GHEM I GALS THAT ARE GORROSI VE TO STEEL. i T I S THE
<br />GONTRAGTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT
<br />AND TO SELECT APPROPRIATE GONNEGTORS THAT RESIST GORROSION.
<br />FOR EXAMPLE, AGO-G, AGO-D, GBA-A, OR GA--B REG�UIRE HOT -DIPPED
<br />GAL VANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (!l
<br />DOES NOT.
<br />�TU� rTiJfi���,l \I T�
<br />REi;)UIP,E;-) ':AFETY (51- `IZ!Ni 5 iN F-,'�".7A,US LOCATIONS
<br />I,R
<br />.�/
<br />L
<br />. r.' t - - - - - - - -
<br />F` r - ,�, _. .. -
<br />',--. - - - - - - - - _ -- - -
<br />SI_ 1. t,_ .
<br />_ _
<br />_
<br />_ .,.^__ _ -
<br />I
<br />c_. -_ _ . , r,
<br />_ --
<br />._ .- I , - ._ , - ILu �r
<br />,,- -
<br />-�'_�.
<br />F
<br />-
<br />-
<br />_._ - ._�
<br />.,7., -
<br />r -
<br />l,-
<br />- l`11 - r
<br />_ � I',._ . Irl / � � ,, �. _, _ r1_ �
<br />,'
<br />�C---
<br />., - „ � � _ ,.i',LF
<br />- -- L,
<br />T.
<br />f /
<br />'A1,,_L � l �'_�N T•-, A D_ :�: ,-JHE,�E THE
<br />L
<br />'.Jl_- ._. _ _, _ __ I- 1-';I I _.
<br />J'
<br />'„ I � �
<br />-1- - .I
<br />)r lTr-
<br />, L � _ -F�. rJ , -SIT
<br />�Idl, , 1 _ E ,-F', -. --'
<br />�.,1-'
<br />I. J : I LI .
<br />�,� . _ `NE ! 02 _ S
<br />:•T
<br />�C�^" ,I _I' 1
<br />�NL �T .:nl-
<br />TI _�C.) N:= T ET,_
<br />- __ - -
<br />- t._ . .I, --' -_c .-
<br />-
<br />- - _
<br />- -
<br />_.-� - _ r __ __ -,I-- ja-
<br />-
<br />- -
<br />_ , ;, - -- --'
<br />!I! - - - - -o
<br />- - -
<br />I
<br />- -
<br />r
<br />- - -
<br />- - -
<br />_ - - __ - tic - -
<br />..--I',,1,- i-r-.,. ,. _
<br />, r
<br />-
<br />- - - -- -
<br />r',; ;,-' r- r =i1-
<br />- ,_ - - - _
<br />r. -- -.
<br />�� -
<br />- .. - ..i
<br />- - "
<br />-- ti
<br />-- . .�- _. -L_ .1 - -.
<br />_ _. -
<br />'.tJ - '.- .I - ,�. I-
<br />. _� _.- ,I - -.,. „ ,. - -- , ,
<br />- :- --
<br />- ---- - - - - - - -
<br />- - - _. - -' C-
<br />- - - - - - - -
<br />- - - ..
<br />'
<br />-- -
<br />- -_ - - - :L-
<br />, i� I
<br />_ y(_ 1. _ ,
<br />C
<br />L_ .-
<br />L. �F --i _ ,: L - L - - I.
<br />- - - - -
<br />- _
<br />T Pam.
<br />r r
<br />LL I i1
<br />, r - - _. _ I-'.. _ ,, ' -- -
<br />P
<br />- -
<br />�I _, , D �,-NE ; II N`.,IJL�TIr:'- - - " - "II: TIE L- _ -EL, +NFL N
<br />- I:. r=. - - --I r - - - - - -
<br />, L IEI-1 I'!,. N =,T - - - - -E r,�L_ �,M) - r'_ -
<br />_4= __ _ _ ____ -�
<br />n_ P C,L_N - / -IT !-TI_`I T T'rJ THPT F- , . DE � A
<br />-- -- _ - - -
<br />- - - _ -- - _-_ ,
<br />, t i F _ -'I IEL _�t 7 TE -TIO :
<br />n
<br />I _ `iD l TF.F_ F L_I F'', _L=tJ� _E _ . _L ,!& h;�
<br />_ - _ _ - �. - r 1r - �,F _ .
<br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE Wi T H FRG ! FBG
<br />A) COVER SILL AREA WITH A HEAVY GOAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR-
<br />C r n r r ,
<br />0
<br />T � F>
<br />I T I T I -- 1 1 ,
<br />ADH R EX r,NS CN 5 RI S O JAM S AN �! A . MH GRAIN _XP�NS ON S .
<br />B E. E I I B D E D KE cl R
<br />EXTENDS TO SiLL.
<br />C) S T A FU MORTAR D JOINT AP I TO Sit .
<br />E LL BED P� ED �L
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3!8" PLUS O� MINU5
<br />1/S". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE '5" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO PO51TiON.) DO NOT
<br />REALIGN, TAP, OR OTHERWISE ^'LOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO U5E WEDGES IN THE MORTAR JOINTS OF THE LOW'FR
<br />GOUT 5E5 TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZON T ALLY AND IN JOINTS
<br />IMMEDIATELY .ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMB5 AND HEADS IN LIEU OF CHANNEL
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LE55 THAN 6 INCHES WHENEVER IT IS NECESSARY TC USE MORE
<br />THAN ONE LEND T H. DO NOT BRIDG--E EXP.AN5ION JOINT5 WITH REINFORCING. iN5 T ALL
<br />REINFORCING A5 FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW.
<br />. PRESS PANEL REINFORCING INTO PLACE.
<br />• COVER PANEL REiNFORCI',,6 Wi T H UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURRCW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAi1BS MUST
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR I5 STILL PLA5 T IC AND BEFORE FiN,L L SET. AT TH!5
<br />TIME RAGE OUT ALL SPACES REQUiRNG SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />S;�yCE5. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DR`'.
<br />i TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOID5 W!7T 4 MORTAR.)
<br />F-- - . -
<br />'I; (�r I ER FINAL `10RT�^-R 7E '=�PPkO:�. ,>4 �;''�U�.o1. INSTALL P.AGK!NG I IG*+TLY BETWEEN
<br />G,_A5S• BL.00K'IDANEL ANI:' JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />Y" E r" n !
<br />�L E E_ ' C .- e ' is � *-UtL D� C R� _..,Jtv N �...,RL/, N.�� L✓. I H . HC
<br />'1�N1}`'AC%'Rr r.PP_ rr- ;r ,' "N�,: - -'N-- INS'RuCT _^.h5.
<br />Gi A' MAXIMUM OF 60 ::;(;u^,?R- _ ::L ��'.SS BLOC< MAY Bc N"A-ED N ANY OPENING.
<br />FOR 'WIND SPEED aP �' w' ^ P- . - -7T B,,II /'RfN;�G REG ^,M=NDAT IC'N5 FOR
<br />INSTALLATION OF C"LaSS BLOCK.
<br />��
<br />( ��PANSiON STRIP
<br />I
<br />20 Via.=,,\,EL
<br />_ I i/!
<br />t T' /j 4' E.X=4N510N
<br />c9 r. =AN=I �� i I % E3OLT (2 PER
<br />- , �`
<br />fRE!NEORCIN
<br />_v� R
<br />� CT�;ER
<br />, ' -
<br />.AL-' N
<br />L,•GS5 5L_0`< DE7'4;L
<br />ANCHOR)
<br />EXF`-,1 N5iON STRIP
<br />5 I1 -SEALANT
<br /><' ,
<br />I �.-� 6" i`,!N. LAP SPLICE
<br />�✓ Wi RE iN-ORGINCi
<br />PANEL
<br />ci" 1"1IN. LAP'
<br />NOTE:
<br />5EE GLA5S 5LOGK
<br />N5TAL-! /-'7C'N NOTES_
<br />r(110 mrh FASTEST WIND = 130 meh, 3 5EC. C-7IJ5T. FRG TABLE R301.2.1.3)
<br />-(li0 mph FASTEST WIND = 130 mph, 3 SEC. GUST_ FBG TABLE 1606.1b.1)
<br />I
<br />DANSCO
<br />I ENGINEERING, LLC
<br />I P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />1 p.813.645.0166
<br />f. 813.645.9698
<br />www.danscoen ineerin .com
<br />9 9
<br />C
<br />CD
<br />LA
<br />W
<br />Q t O
<br />N
<br />O JCDtO
<br />Q m
<br />a M t
<br />W N
<br />M
<br />Z�o��
<br />Q
<br />� �o
<br />Q n
<br />z� E
<br />Z ry
<br />H
<br />Ww
<br />J
<br />I
<br />C)
<br />t0
<br />I
<br />Lu
<br />Lu
<br />r=
<br />L )
<br />0
<br />Q:`
<br />n
<br />Z
<br />Q
<br />I
<br />I
<br />tO THE BEST OF THE ENGINEER-S KNOWLEDGE AND
<br />BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA RESIDENTIAL BUILDING
<br />C N IN 9 PP M NT TI N
<br />ODE p CLUD G .00 SU LE E 1. SEC O
<br />R301 FOR 120 MPH 3SEC. GUST EXPOSURE ••C"
<br />ENCLOSED I INTERNAL PRESSURE COEFFICIENT=i0.18)
<br />'WIND ZONE.
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />0 2010 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />10
<br />REPRODUCED R WITHOUT
<br />IN ANY MANN E WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02010-THESE DRA WINGS AND DESIGNS ARE THE JOINT
<br />PROPER.Y F DANS EN INEERIN L AN TH
<br />O CO G G. LC D E
<br />CLIENT ON THIS PROJECT. AN`, REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.07.10
<br />2.00 GP FIREWALLS
<br />07.28.10
<br />3.00 ADD ALT. ROOF
<br />SHEATHING FOR TILE ROOF
<br />11.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />VERSION NO. 4.00 / 1 1.12.10
<br />CA 25948
<br />[y SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />THUY H. HUYNH,
<br />P.E. #60122
<br />J ,
<br />I❑ IRWIN . BENSON
<br />P.E. #49758
<br />11 ����e��uurea��b
<br />•
<br />-4 H - /-/ & �'•.
<br />o.�
<br />���N+f` �NMt�I�SMA
<br />i
<br />•
<br />a * . .
<br />0.
<br />= 0122
<br />�0 �• (STA OF
<br />� �:
<br />i
<br />.,�FS•�IOR1o••.•'��
<br />°'•`c�GNA� `�
<br />e
<br />SHEET TITLE:
<br />STRUCTURAL NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />SN
<br />O
<br />00
<br />O
<br />O
<br />rl
<br />O
<br />O
<br />r-
<br />1-O
<br />1
<br />�O�\
<br />�O
<br />
|