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Home My WebLink About632 QUAIL DR_ I i City of Lake Elsino re PERMIT 130 South Main Street PERMIT NO: 91-00000309 DATE: 3/25/91 JOB ADDRESS 632 QUAIL DR DESCRIPTION OF WORK PATIO OWNER CONTRACTOR HOUSE MICHAEL VkLLEY AWNING & CONSTRUCTION HOUSE BEVERLY 18367 GRAND AVE 632 QUAIL DR LAKE ELSINORE, CA 92330 - LAKE ELSINORE, CA 92330 714-678-4878 LIC B-344737 EXP 0/00/00 A.P.# . . . . . : 379-381-038 SQUARE FOOTAGE 242 OCCUPANCY , DWELLINGS, LODGING HOUSES GARAGE SQ FT. . 0 CONSTRUCTION TYPE V- NON RATED FIRE SPRNKLR . VALUATION . . . : 1,210 ZONE . . . . . . : ' NA BUILDING PERMIT QTY UNIT CHG ITEM CHARGE- BASE FEE 15.00 8.00 X 2.0000 VALUATION 16.00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES BUILDING PERMIT 31.00 .00 31.00 OTHER FEES PLANNING REVIEW FEE 10.00 .00 10.00 PLAN RETENTION FEE 1.80 .00 1.80 SEISMIC GROUP R .50 .00 .50 PLAN CHECK FEE 20. 15 .00 20. 15 TOTAL 63.45 .00 63.45 0 r•y SPECIAL NOTES & CONDITIONS w ALUM. PATIO COVER rr THIS is YOUR Rfalpr- �' i WHEN MACHIM VALIDATED i'1 r U1 g s� ([J�r .H REV.OA'H 11.190 VALLEY AWNING & CONSTRUCTION PLOT PLAN OF SUBJECT PROPERTY Salesman: _ _ _ Date "� " q Customer Property Addfess__52� - Clly r� �� -- State ��.� Zip Code �'J __ PAoce mil►� �•- tl EIT - AL — : : : C4 is - Raw sA,Vdi _..L1`lI/ .Pwa_ • 4 Ar JL•Vr 6'.Z` ALvn LCc I-re sTR,MdfiT f+�,aoW •a°r-' L AD dd -/P4'Nr - - SI,•EdL-r =3 sa rA&r A' �3r3r 00c0 cm [FIR srs dFA►P aeArs + ' ay�'.eero v'f +RS:._ti....................... ,1 ♦ l S�r/y,t/TCa rg, Dory ti ............ OETAIL.•dH � 7wo:o frLL3 Jrc. 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Aticraa.!fu[_ A&VA t,•{_ :O O.OtD ,�-S� ]._r• :•.S• I_ r•.S- _:.�� t1IR7 LOAD: 089I68[•LS[R OE[RTE''TO= IRROJ[CtR'AR[A ELT1tO0i BfPVe [O 8'•wAL'•^l[ P[CO:t'e,SRaeEv-,pE fO+E•'_f tt�Arr(�TIJ • _ '-I 70 I=r[7 ROOIt ItIlO KRD PRILM-01 s ls'-P' 7.�•._T L5•-1' -'•t• -'fl_� • FOOT 17 K/ By A +�2 I•! .aa•a_ GPx+••]vc.fv[•.t A•.D r00T:NC3 •G•'••OSE .� .•.�_ • i}••tt' LL� �-� ld••tt• •'.�• • 70 a"pas EORR Ozzo -KRD pass-as • 5•Pl:•L•ty - 4 6Et%MSIGNIO rra r utCuBU tatEoat v:} CO• I 3 S07AR1-r007•• 1T.3 PST Rl.tiro`>4L'Sl•f Of, :00 r•0;,.0;it-SGtAAt OCTr FIR /ryt•tf N, O.Otd 1 5'-0' _}.}'=�-i• 1 --�' C7 FK:a• 1.3 RGRILORTAL AMY DINEC71OW 0[A :fl- f0:.4 C• CPGAMtC : •vs •7,S:L•y Ps V,t•E ♦5n11 Ir.t3t- O_ a•.t_-- ....t• E.•,• _ .Z 1� a•. •••0- i4Rit a-R 'as iCI a,1C S•(::A:t• D•S:C.•.ID:fY-:INGS. Pll.c n Cl BE h!C(D _/a _ a•/ •/ _ i2�_- I -}-_T=t_' ,, �� In�•1 L3'-]' OIKtr!i DESIGN Do=OR R[TAM 7 /PROJECTED AREA E[TROO) L XP A .aR:R.:ORT �•IN:PC.IrD :GVP}Ci:^.Y SVJ.[_T Cl inPn=:A`. 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LIVI ►ANFL •e �__ �.LP43t1EPJ` rill LOAD: 33 37. 3TRal►ASTt3[R!SMALL Sit LTTMLR STAtRtt31. GALVANIZED ON CAD. ss r _ LOAD ' P 1MSR•IRA LIr[EQ-•IRa 729320111. PLATRO. It..-AP SPAN OVERHANG 0.111 Sr-OVIRNANG LEAN SPAN OVERM, ��'• �a B[- SWA FOOT• It.93M 23. AIOR lrRRROTI DOLTS SMALL OE Am A-727. COIWERCIAL STRUCTURES EY,POSURE "B" F1 FT.) ' _'Fr•1 etT,1 ' NtRO FIE331aR ILA. t16ta[D COLON SURFACED SMALL at CLEAR ARD►Pic ►aOa OILY 0-/1' ,3 ^Ill -,]- ta-/ 78^/a -13.' - -_7• ..r. ..r.� ^ [ POOiDM rWl aoOARR FOOT . lf.lt)Sr SORnccn. clucits A•. p�.I! . _lam'•,r= T--V*. , EE10R1RR T 39. 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FOP _ _ -E-- � �_Q_ y._ ,p..0•-- •-• . MOWS�RE10.f7H► i!. sMr[R EDno caA TEMS49S►TtO 3rLROCTUAED MAY at USED •ITt . s as FOUNDS PER EODaes Door• 17.is/sr nisi rA7z0 A i/2•ll2" r:]Qi 2j11��'APAN[-cOKNERC IALst[ �j'0' _ ilrORiIE Y. 70. THE so•}-P-�- KR r07ARi FOOT/l lwa9 STROMEm_cbw NK tKlzc[RD rt[ ] 7!'�CS7lR'!O!N OIRC Rr RtW PaRa30RR IATEMALLr f3I.T.VEIN't.�61R8lI!T1R'- 011'EDRb'16L't!!4 T�r� Lt YE PANEL-t• w1Y�.SlL{Q.L--._ _ ._ j� OAD *OMPN Ci•_ • • R. TSR-3WAit FOOT•.LEA►4F 1F"Wrlldlt MAT. O- j / '4 /' /a A •/ CLEAR SPAN OVERHANG CLEAR SPAN OVIRHANG LEAR SPAN OYERNANC SS.fS7TNCTNL3O MAT![a7TAGlta TO R4►TIR OYRMMAIG3 PEM ta<IIEDOLi. GjNlRAL NDiE01 •jt± I / ' I -•�•IilIF7.1 1 22• PATIO 7LILI9. OU MAY OR ATTACKED To 3.1 IRGII TRICK GOMC.tm T. /M Ot P9MAt. NOTES SEL'OK.O;�OI (' SNUG •.7• T•- , I: FOII STAROARO 04'A[to ME SH.D56:' L:A01 4�! , n.J4 ". • -'30 MEP" `- -_ _�L'•.R'- IL':2_ 3 • n. t:�r:Ktr. :.,-•;-. �*,-•tr'tI 'n?c •„•Ir,.: �ttre :r_r_'-1.r.::r. 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BOX 592 PEARBLU55UfiT CFl. 93553 <883) 94y-24NB COLUM fTlJOF PA,VEL SCf'/5DULE COMM, ONLY PRNfL � 4110WABIF SP191VS ,A/VD 0YFR#WYGS C0•n.' y � OoTIF7 TWIN POST ---- �•&�• 81i. PAno Sr,#4rcrii/ttfts JrDlo' Ex.•o�t E s^�' ^sL• size - '- [%S/ SF Sty 4 F _ - ETAI OOLTsfoc?A! •JOlT6 Jt11T A! RDLT6 ETAf COLTS (AK) r - w - _ 7 MFH V✓iNQ SPEEC> - o¢Lles �"t/ 'h�r'>r j tzl-'Kt+ - FpIT aat s• a ZZ :v ja_tr• s- 7- - PilN L : t a0- _ _ �'� tv6t -�t �CJ tl- r. , t- s .a/_ . •.' t . a 1 a w i •. .. s •fir S•r ,-_ ra ns ;•"' J ,•_gyp T3'V/N• Q:n I, a a 1_ a - st4- :,- ...6` r t %L y_ . . 4cy rtt•• c.- c•_r < as -• - _ O.Ol l •. : _ - ,. ,. a L, t•• - tuele V /?LN - t" Y a - r`t' ►L_I - .d S S" .�- 3._ �• :r- `1` .1(,'.L' �O` ,�.2«. _a1S- .• _ '-s_ A% Ii• - VILL ILI • a 11 ar• y_T- a• la,•` f' 4t tan• _ �_ _ __ _-•_- 1 V PJTN I s - a r a c� ...-t•- s ) 7� it. �j�'a �, •-3. tar - r. SYrn A 't>- f - tt'•. Y' _ Y" 4'�A'� _ 4 -.-- 6.F1A la+t- �c z': c - st• :S_ M•. {y tr_ ar• O RSPk /KAI SPE50 F2Ai- •Or[� ,:p fl' 4=n ate- - :r• '� 2:1• L•- 7t3' t,• tt.• zaf•: R.. -•a - tA� )-hP PFN a a :r t• . a tt` •. ,:aa�4• _ �qj ti_,I" _ 1 - t. 4•- J't' Tn- ISiP �• _�- _ / - _ _1- •l - cop - a.. tr- t t,• c � r. w,'•s' _ _. s c a V PAII N. ` -Ls H._ <*w d_ •-f- t - 7sop• • i /a•o Jas` /Y-A' A':ts A sy' Ix Lae lft_Atop- = ' a' t a ' r` r1s ttl- i+' �-s.Y•I - -_ _ t --_ )'i4/• I _ e;ra 7a6.' y:r S:1- -r I_A• - a• i - - - 3-. LJ' c1" ..lQ.: !e1)-'YaS� ,i.:1_aYt� :1." t w: . e _ e e�Ir. �pr¢G �,,a lae'•IDa at• t at.• tta•r- TI•r. aJ.. :a- v:t' aa• r+ t •� ATt ALHPff �i�0e��i it • ATTACH C �tiyx!J. Sit T- T i S LL Rom•a OOTING �P�C# i3R odtY G A01f •:a- 1 1 .e ,• } J • YAcN _ 9Q Mpil_WAND SPE'-D FiJ9� lQ.n/1 as •. it 1�`,; -=1 t rs - e- ' 3s!` r�' ;-_-fy :: yin�e. TWIN POSTS Si51(3Le' PGSTS CU13E As TFANATE FTO.CUBE T TE FT4 t ' . a - : a a -{•-�i FOOTING SIZE0,040 -`- t-salr-•, _ r:t• - -- SIZE ROAMD SOUARE 51i!E fIOYND fOUARE ,tom 1 t a ?O: . to• i- t - - BOLT SIZE OETACL 1= Ja 1 ,• ya a 1/1_-- i v eeLrs •• .6_ 4 oa t•' :,'lN vS• 34• L•O>yr 47 .LY t;� r d r a- „•{ :e•.use a j VII''41, ` - a•Y• tee- fIC• Tom,: ' sop - t° _ a : - top•_ • :• e L 1 1 sei,feL `� ral-K ,• !�s'Iz,r 4say.t� O.Olt t l 1 4' .esva•S' >; .O r = - a c >zr• t:f" • . t - ra ELM* r• tt rs - - :r+. w. •e• .L'c+dz• .It"..r,• y,.• b4'o,9s• < T,Q!• � •- lt-r_r :d' L,.- - ��____ s5L•. - a•. t:� i ee ,J,-t'_'P - . .11:a-_ It - aa:I' -L` yaty' otN Yto• df- r et•• •- s r L „- _ v 1,• ,:.•fa 14' 291:•..6' V`nNPA�i�f a•• T' r as, v:e' Ir t sim- aa- v,* _1' t t •:r :4• s ,r a: - :a. _ - _-- _' _ jf/•O to^Jr=' JJ a`4_t' ! t-T !IP=S" Y:tr J.f_Ts:v�,Iiif^ is. yaw• t3•TjJs -:S' -hJC- Yt •� {Li:veC 1 `' •-• «ores .:)- a tr' ,rier ayp a:s' ,O• e4/a s,• 44ct ae 4• . TI S RtICT tJ 7p•1/•N /Kr [ </o• - a a _ _ - :I .iF••. tss+�aSC'' s,• I e,•as F4aT'_ Pft t L;{t4 t.uSE (a l.� wl NOT5 .S.Y°e�yl•pLa !1 3 P4tt t - - �_ r.� `V t t I/:4 z t•'G4.I E' 40, >0•/z%or J� Li Cuba ri, r;,a, �y 'r �. •r. t3' .!coop 4y 2r'-C¢•b' 4r' {dots"' 5,e40.te FIAT _ L4• to%a a4• to S, -Ir 4 t• <1 Pt 58' sr tsa.,cee• t a -, ID_-,4'C.Oe �n1 ..'1-�[ip ts• t•'O•de• Sc:s:r d3• ,tya cT• 2•WAsd - • -� --- st�m••s IS-3,•trNs _ '�, ^ L43-V40 LG z:'st 4A -�44• 43.1aLd 844iaS0• - . '-_+--- t+• _re••r Sa•aN.S' .•: .tLSb' wSaxi,• a 40'_42 cveE za, t4'0/-W a•_'Soa•S -- +;; 5 K 1�L i Y E C hJ E L�tl L E - - /w4'crxc '- t,• L_t^a.•I sop. �. �t11,.y aoSsatY MILES PER H - - _ _ , 3d t;r,.� • S,atc # ,e.•.r GzNa:t4. UR WIND SPEED E�;1'OS ARE ::.8 -- ;` 'j° ts3a,_6 ,•Sean .,' .eo•as <..4.t,• trr-�7�e;ttsss333 32' ' . 'Sop•.zr,• S_'-- -,eHT•i G:4xa 2,' ROOF tart a•.►• LIVE loos. urs aoao. ROOF A I a•va teat,• tan was• LIrr aem PATIO LI•s tots• u•a to u• a,.r.o•t 33' !Di"So'�•.•SO.att' s.' i ,iG/-r,r• G•.'Sel z,' PAM K•-L:T n r•a ■•rar at •ar RY-LIT ra•cr ao rsr a• rat ROOF Y_ THICK- 70►AN v...•,u.•t PAN PAN UT ••rsr a•as. a° rx• - �,/ d►.•.•.ra.Na�,-.•aa„•-tN TNILR- TO PAN •►..re,m of p..utw.•a o..Yt v.ts TWCar- TO PAN 'r.•.•n•.•a r••.e•.°.: t..% 1ee. V. Ta7IBUTAI Y lAE'i[�T1� ME>~i _ YIN, o:.,T�i.._• e..3�r.._, Elti..� MESS Y7N. rs -rsr - t!r N£SS W!s. rsr •ate• •tr Y ,., _ _ al'•:'J:top•• :=:r .IK r.), -•IS-1 ra al.r-:,' FLAT PAN MAX.PROJECT. TRt-V-PAN 'MAX•PROJECT. TWIN-V-PAN MAX.PROJECT. 'r; �` "^,:ya t•N�:` ' ---� Crb o.1 n'AY--� 7-Y- Ss 2^ c , - t•s•... � ln..r. ...._ 18- Ot /4-,d t,•i ._ ,• a-t �..n-•:. -,..a.• : et♦ �.•p I2:7%•-- A:7y� c- .cop- •a•A•• - •� • :..u. r.- n,.,.,, al. r., ,:raut.n.�:x.. - 03L- y v N_•il•::z I!'- /.a'_s Yi1lT } -� _ b- / 4' �J•�11 v , I.• ,,:e• .7i, -, C. ;;!_C - •n•cl ,.r- a,.•:.., �� _ 0.1LL 7e:.I�' lr f _ GSZ-i � ,y � > --tt• L ___ `^S�L_�!s'!i,�: .,. ___ �,y J 80 MILES PER HOUR WIND SPEE F)O UR coo ± , 1 : ':. "`-•T rV.!�Uw•Y�o.l 1.{�f«S•.137Z V• {t Lv flop R: ROOF Tt tart ao.N• aw►ao•e• ant LOAN. ROOF urt ll,. llrt 0.4- L.rt LO.o• �:. • e s tvnwnnsw. r•/'e.,i Ird. Zd4S 1 %Y-LI .e rar a• rsr ar rt1 KV-LIT :AOf L••a ae•r• area le•o• u•r ae.O• F. HANGER -_Tt,v_r/• s-•-,�.• PAN PAw a ar a• rsa se rs7 RY-4T ,o •a• Se rse at a,1 e 1Y -qr, } ;•'��w'�a+r TWA- TO PAN or..•t..4.t YR•N,14.ar rV 1a-,14.24 THICK- TO PAN Iu°..Ia,1•.r•o•..1a•r,sN ur.•n..u.a TNICR- TO PAM • ., IIEff IN. ►r • r ro SSEIIL YIN. rq r • r I -aa ur.n.r•3•`r..• ar ..., •.. - FLAT PAN MAX.PROJECT. TM--V-PAN MAX.PRO.6EC7r TrVIN-Y Pl�ili r " af- Twlcr. '�: :,,r, m X. PAGJ• L--tO PSF OVERHANG o'b •i r%r�'% I=7'- s•:!/- :e a ,:i.a•->• e-,•.e.,• c=or MAX_PROJECT.- gESS v►-.a e. - .r- ter... °.n,t."• r eti :1 J211 - lti7 a �i_- o o-•ti �,e1 ,u =:•,� a- _•••I. ur..s.o vr.u.aa v..uis v►r�.. ROJCC -Ya• vA¢. rat, ra 1' -- 1 •J :t- ; ,d-tin•-5' to=t',:-Y O-4S 0'-4' w � i ., L - � N - ------- a0• 0•' ar •. sa:.c- r e z ' . ->:.:.- 3-t, o- asz ,'- '+'-�' •'- J'- o O b - �t -- ---- ,_- _ "-- TA,fOTARY WIDTH os' .y••inti.y -il•.G• v ti=f3 20•-O• •ri- ,'_!• --`4-0, -J-••ii-J_ 5•-C. G•_e• 7 MILES PER HOAR WIND SPEEQ EXPOSURE C a�a -S L,-7_ ;�-1 to_; s_ S• - � i ! 1 7, S'-A' 4••O ROOF aM a•aM urt al3u• ca1Y. ROOP PATIO llrt.0te• I l/f1 t•aN• 11.1 10t0• PATIO tm aMM lr•t aNae• arvl 40.e- --_-1..- __...I_ _- A•-O' 3'-O• L' T'-G• e-J'PAN KY-LIT a nr q rar I 30 rar KY-l1T r•►v 3• rsr a• nr ROOf Rr- - L.L.-f0 PAN PJN lIT .o rsr Sa •ar ao rsr THICK- MAX.- p � L-l.-?0 Pfl AX. PRO . 4'_r• - Ta11CK- TO PAN lr.•a•,1snt I p...o,.•n p.•.rn•.tt THICK- TC♦AN +°-•,enr.» to..•/.t.n ue..tns-r, TO PAM w•o,N ra p.•.o/.r.r3l rr•H,rt ra -- _ -- Nfff YIM. rs.•�lIL..._I ri r TMIGK- f C -_ . ,.s_ L.• •_PSF G-,i f.o' b-_a• S "� rr+ 1=��sa=:Jrwrsr__ N•S$ ur...tr• v►•S..a ur..a4..a oco• ato ,'-e e- -c -o• f�9 MEES All •� - FLAT PAN �TiAAr X.PROJECT. TRI-V-PAN r MAX.PROJECT. TWIN-V-PAN- MAX,PROJE-C`T. o�z -,x�_t• -0- 7.0 A'-c ,-o to-c II_o - -- G ' _ GIC y u •'->Sli_,• a'.n•.e-t' G'-,ot•-.n' o a .:e-.• O-.I__.. " G•" �• 024 a'o a.i'!^' /J=i_/� S) Dtd T -- ! ♦ :. b 1 olb ,3 r' �I' _G.. -- __ ,3-0• ,•_r: }b--o- 9•-d r %-• b IY•5n3-!' .a=[:o-T 6'-4i L:4• ty .•� s- 'P' _7,1 .,• r_, •,• - b' ,• _ __ 0 -o' •t'-O• •:• :O�.-"t'! •inD' r"� _ - i .. �i� 4-10 o Q, to:,fdto .t_-o.,n5• I,-.i. i :, - 0 t Y c _-T7 •-q• 13_Z•.j-:• ,. ._i .044 17_. T IS'-s• _.1-•o• - -_ I-- - ,- I Or: N e• :-.0e ,••t..,.t It-S'•.t•S -� --- t4'-o' a-o 1 ,'_J• ro--o• I�• ,t-0' ,T'_n• ,.-,1' 4I• j t HOUR II1ie �j r-X . 1 - 1 _ ---' :a a' 'I,C. lo•.o' -0-1 L=o' - -- - PATIO: L.a teas. Lava Lot*- LIrT LAMS, PATI uft was• LIVE Neu• •'••LAMER T"AS1E1�E1"'3 ;[! '4 ,(11.. ,r'�•o' ,•-d ,O'-d 1r_p• ,R{)Of 1 ROOF LIVE Loan. ROOf PATIO .1444", LM ae.e. asrr Is- _ { ' � t'-Y q•-o• ,4'.d KY-LIT • �av.• PAN RY-IITE av;aj. t1 1. H rsr PAN as m to roc a► °s+ E r•aG LOS A R a.S PwT:O CAv� -_ 17=0' 1p=0 u'-d '2=d '-O' t4'-�• ,e•.o• ,p•_o: ,�._0• PAN N p asr Y-UT - TlNCR- TO►AK aa.•rr,t..0 •r..na..4a p.•gttswa THICK- TO FAN gnaata3.4r er...ata,.n p•rs,s•.•a 7S:lCK- Ta;PAK r..la,3..s ur•:S,l•..• w•u,t.•o -• .. �w•> a�uoa,ApL6 «o41zo••TAa wur a3 q . rn ° 1.,•n�r1. MIEff yM. <" p ff YIK c„ t ^s wn0 ,•,.. n¢,n O a6'-o' lo'-o• ,i- - -- " AIL' _-,_, IG-r I,�_o. FLAT PAN MAX.PROJECT. TRF.-V-PAN MAX. PRO.tEGT. T N-Y-PAId MAX.FTROJECT. -,: �t°X0 xatoo.,;a. •e . . r,r:w. ,.a«cle =afr..el.,r.� o' -o Iz'-A' �'-o• a4=e as=o: - N .e.e o .f.,Ir•-,• A•_4'.B•,• 4 •a*,(.0' r�� o ,d. ,v- ... - l0 PLO - _i• �.-E°.,, i9-d nLd ,t'-c' 3=6• 0• 1•,�c• ,O•_o• ,,_ 0a C rM• •,d'.«�ratp a v'oa NCOw D.ul LL'r•<n.t-SLC�•;,•n c•a. 1 to b !f:Yl-- txi7% �'J'%'-- ,atop •I o = G --_ ,_ xo is►ar •x sw•M rA.,,:. 7oa.Pi aKo"C" 13` ,e-J a s-�Iayr' •n=tiro:2' 6-a'te'4' L4 , n-y,,.►.• a A'-i 0$2 .,-blS•Y ,9= n r' -�- _-- _ --•, �7i,•G b'-,i 6- 4x►Sf ••s.t'.rep au Lam! Q°P"'•• d IS•^o 14'-0 -IY=o' O�fL^ • �O H-S/q S' s OSL !' - .-�__ Of•aA Irra ar•+c sop top:.a. rir-c• zl'O' ^e_ 16'" „'- --y 1 6 - -* - _ _- y+ �•:. L q 13.Lnstt �s�,...y _ . a' o,o zo�t�r,•• i r ..s.r ,4. le.� 4. «^' ,..r,•..I.•.. «« .1 .«. . -... _ - _ ~ r+-t/•t•Y Sn •5 •,«...r ,a,•a.r. xl-A' !L^d IA,-,. O'• ,d:.�• .!'-d ..w•'e'. . . . . .. 19-d 'S••o' Ib O' 1r'� ATTACHED & rtiec e - - f)�,� � � VIKI?46 BUILDERS.14C. «tlw I (a C (� e C 1 r L L M A Ind �W :�.�.�aC.�r� - - �F LIVE LOAD 5421 PAST CHEYENNE AVENUE r� IVO¢249 FREE;ti(AN( :NG ,• C G D F E ^_ 10120& 36 P S:. LAS VEOA3:NY 89115 U3t�2- /IC,gp, Es ErAtuariot/RF/r3erA6*a PAT1OS'TRUCTUW CIVIL ENGINEER R.C.E• 13857 ( (702)644,0301 _ 121'14 E. FT. T E.iON RO. P.O. SOX 592 PEAPSLOSSO'L CA. S3553 (803) 3114-241)a .........- .r:afv-u•+x:. ..aa..4<a.r. ... say.nw.r+rr_�.: _, ...._ .. ... ., ... .-..._ _-,Ala.. .. .,... .., .... x:; _. L �u Y-BEAM 1 COLUMN & FOOTING SCHEDULE ' .,.,. 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Ga .1 '•L '4 a. s+ 'ia wA ibaa4Du ay35a a,e'I,Ot t:s•a�b:ds¢as e-O svzPn.mt.J a•:`a.•.'4'}.rt6`r•1-4`t•d aC•.11t+.<-m�.i ra .C•'•' L ,S-O 1'rlia•rtS f-s%q Air 4'yA DT'x 1-a�4„e '� 11 S- Q 6 e • TABLE K ONLY) N FREESTAND L FREESTANDING ALTERNATE COLUMN FREESTANDING ONLY (USE WITH _ ALTERNATE ONLYONLY r FOOTING 8s ANCHORS COL. ALTERNAE COL. COL. ALTERNATE COL. COL. ALTERNATE COL. COL. ALTERNATE COL COL. ALTERNATE COL•�C i� 1 ALTE�OTU ROUND F a TA D STRUCTURAL STAN STRVCTUNA BTANARD BTRUCTUR STANOARO�TSTRUCTIxIAI STAwOARD aTRIILT� B:ANrp, 8TSlICTUR SIZE SIZE 71PE COI. T 1 SIZE PIPE E Tu�01 SIZE PIPE Ot_. Tue1Nq PiEE PIPE COL. T( O;', _I $ /:5►LA Q PIPE COL. Tus" - S"AAC FOOT-6 NOUNO 000T' I<{p[,(�) ANCHOR QOLTE (GIZ9 a T_Yra) :'t.:-s J'E Sro i Sp. !}a..,•_ 3 I sro. !'So.,!kz 41•tta 4I srr !3r'se•,;k s%• I J s:a A'S6•4',6 SS.1•. 5 15r, S'S..4y� :'I•rce a Sro f"SO •1p o' .:+f•,e' 1•qt !.A -- . rru-o,r vM„L••200• 7 .!,t•< I'P 1f0 i SO.• a I•.rt3 I'a 1ir Q SO,1.;", -:r�l-•Y,.; S I Six S X.s•c 'r�0•.rti f I '0. 3'SC•;}I'. •-e'sa so r-9 so '-'%i A !- r sJe• 4-j/ r rs wwt.r..a�,;, - 2 o e a s•z, - ir.:cf !"0 ire 3S4 f s�a,...fD !-p srJL !sG..q,, I _ -"�'+'--- ' 50 �a._s a M1' P•• P Sic:_ �. _r: ^Sir: __•a.' vn,.t-Leo%• ti• f i SA•�'' !;!'I..r.: J/fro 350,1 4}7••K 4'I SD.j-4•SO.S,• SA• -•4 4'0 SiL ~' A _N ,Ter: I•�l•.Ji! !I'SfD S %G_ ' yr.�i< 5;Si' -�_ ; I'•r:7SQ f0 -isa r-c:0 S' D-I L'r ii'r ':L' /e'J i� salt t•I..r _._r<_ a _. ^- 0 So ! _ _ t :- r s>r !'so. ':a._i !r a7r J�j.12 eyi., i 0 sro 44'54,51: s'O..4a I0 5ra ':-7•:. s i s's=•tla rJ• •'�Y -('/ , S•-G' 41j tt,D. vt' .4,-LAD r.3'Y<i P•"auri s!J_C4tu•!.[. 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' I f-1 �� !/c°•• r I �✓Gt �� rs'••b H 10,20 IS• 30 P•'r•1•• I.AS Y"-03,NI9P. e+.f.r•r FREESTANDWG -•••', I B R U n 11 L_ i70i?Od1-03U7 Na4z4s �. PAT10 STRUCTURE Dsr� CIVIL ENGINEER R.c,s, )3A57 { 1.c.do• Sic OYrN MAr/ON Ar/Ort7 /o-.1,cif -- 12144 Er FT. iFJON RD. P.O. BOX 592 PERRBLOSSO11, CR. 93553 :805> 99'1-2'f_; ' '�s",-<+ '�`�.�-. . . •r 'eit✓.�:�a+rrsw. ede,rt.K• t[7(;y-�r_- r •-'�"---____,�- :i,�r`_.."` �s M e!A&Ccttr/yY-c>>vCA' I AL.J6LLtT,i Yi\LT'; p ` .tirKiN!a �44 /eL9Y..frlC.t i. 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AL[ ;G.f' � S✓.•S.ti�'.� nYIY lYl�va/ffiF/O-3o uy' fN:rAv OCLllriR,d{Y`kl51[F/•KL:Sx4 J 67!T/!1AR;[ E3•84*'1 trY1YtA[iAI17N!'JAlS� NS A53NONiVrr T parA.CANWL: 4'A/AC 4 JlZ7� wa�vE:7sA•A/COLUAWMAYAAr' AL(/M.G:/T�A.'�ldM ,wt< -�-MiMIN%iMt/M :�[Li31✓wwec !af%v5Awlm* �Ja"t�� 7N{GV� /idSS'fFd 6k'rP•riJExtEcc�3/O<,/a _ - LN7NL F (dLSOJ'• G�s's s -mlL� aDc MH II �-i moo.. � � _ y +..:JI.S.G OR ROL N.f` •+54�AC`l�F)�. 450 .:OF,NER PLAN CORNER FRAMING DETAIL CORNER FRAMING DETAIL XI TVvI,. COL-GUT. SEAI(cor e JJ EMBEDDED POST HIPRAFTER-EX.T. GUT. PM.00w +�rcascas►w.Rr •<es•G.x-.Re►vs.�isgaL:. i _ _ '-"'" 6us>�/quo --NIva r r � d' f[70�/t+.�t:OA'•.•E' /t=0"tsILESS_3 1 taArr•oz Fli+sa/ { auxJ�+rt u[tNwa:y Lsa P Per,r.ruc cF. „ c.I s i ++/ea4lcp lIL L .( �AWARA'acYLi�K Fs-� i o a/auML {� (AIQVSTL'4L57/A!AL} I K'= ' tELT.'.'.4' � S. + �'w CGtLbttl J 2 5� \ 1 lL�PA'.V"T R �- 'f:CY7.lWcV_CK-` ,�,*/D!A/SiR-K � � r>'CCfAt!?c0 `h rj 1 ' fEF[LSTAK 4y efXAfVLg1E�O LtG41 $NO A,,tAF i 4- Hie - --�,[� . ItfC71�b'JEAO�/y11f Xd/ ��t00A JL . 6UTTE.� .+L6uGFRJ ' Gdrry. 6 T. 6f/JTlre'[ffLM aaa•••�� -�--. 7t,OTfAfd' 'NIP•�V'7EJf i9!• Tp > SAX. 'Y I 6wta 1 i� +Ir/t3K& Ti�1GNS , `� 'll IL c1�i. LEs ao�aousx <.sP r `use ` (s „i ._ L au"vl. }�i �- a !! + . L �a(wiM - rEa A/L M.MAL C 9.C45AW �- C sAQ0 - ALUM.G!/TT6�AM �N LOCIIF.G�- - �90° CORNER " PLAN v0° HIPkAFTER-ar m.� HiPRAFTER-EXT. GUT. a R HIPRAFTER-INSIDE COL. C( 1 PEAKED ROOF DETAILS T - t4L5 Tn[O[[TAwe4rc .11M1 ?I•�N.V. TO r.T 10 r '"-A l/. E7 QF � /•a T�LI .+iTw�ro pw..v�ws sooc:r•, 11 cr-�ru ar nr *�[ TWO E`•'A'SPLFS'0 LLLL OW SHOW14G THE STFP-RY-STFP PROCEDURE FOR T1t7FRM141Nr,WHAT 5_E_N.E.R_h COMP04EMS ARE RFQUIRED FOR A SPECIFIC PATIO COVER. 1. ALUMINUM DESIGN PER-r.LtMLNLUi CONSTRUCTION MA,'RI.ML-9V THE ALUMINUM 16SOCIATI64, EXAMPLE W.,-j- ATTACHR, 20 PSF ROOF LIVE LOAD PATIO COVER RFOUIREO: TITLE 25 OF THE LILIFORNIA ADMINISTPATWE CODE AffD LATEST EDITIOl OF UNIFORM WILDING 12'-0' PROJECTIO4. 3'-D'OVFRHANfi WITH 7'-6.415H 1-1/2- So. X Mil S1TH CODE, CHAPTERS 23 AND 49, SCROLLS. 2. CONCRETE MIX TO BE BY VOLUME - 1: 2-1/2: 3-112 CCEMENT, SAND, GRAVEL) WATEIVCD E47 STEP 40- 1.-REFER TO T4RLE A TO 7ETERMIW. ROOF PAw SIIF. SELECT F174FR RATIO'.'.MALL NOT-EXCEED 7-1/2 GALl0iS PER SACK OF.'.EKNI. COMPRESSIVE STRENSTH OF THE -024'FLAT PAN, THE .032' TRI V PAN, OR .032'T41"Y PAN. CONCRETE IN 28 DAYS TO BE 2,000 P.S.I. MIkIMtk. STET'I10,1.- REFER TO TABLE E TO DETERIMINE((RIWA SPACING CHMICFS FOR A 3, SOILS MAY BE ANY NATURAL OR MEDIUM TO COMPACT FILL EXCEPT LOOSE OR ORGANIC TYPES. PROJECTION OF 12'-0'. THE TRIBUTARY HTDTH IS 9'-0". SOIL REARM VALUE: I.DOO P.S.I. MINiMUN. SIEp_fn,-3 -REFER TO TABLE 0 20 PSF LIVF LOAD ll"FR THE TRID1ITARY WIDTH 4. FASTENERS TO BE GALVA7IZED OR CA11,911M PLATED OR STALRLESS STEEL OR 2024-T4 ALUMINUM. OF 9'-D'. SELCCI THE BEAM COLUMN SPACING A4D FOOT14G.SIZE FOR THF'TI- A. SCREWS THRJ METAL SIDE PLATE ARE TO BE HEY HEAD POWER DRIVEN SCREWS RL64 TWIN COLUMNS. THE CPOICFS AVAIL44L.F ARE: 0iPIG EITHER THE EXTRUIIFD WITH HASHERS FORMED INTEGRALLY WITH READ. 'A'REAM OR 4.0•EXTRUDED 1-RFAM 1lIT4 A W-S'COLIM!SPACI`Irj KITH 22'CIIRF B. CONCRETE ANCHORS SWILL BE AS%j!ED IN DETAILS AS) (OR APPROVED EOUkL) CALLED FOOTI4r2. 09 IN TABLE. STFP PIO_9-REFER TO T44LES B, C, 9, E, 5, AIM d FOR CQN'IECTIOYS AqD C. SEE DETAILS FOR SIZING AND,SPACi?0 OF FASTENERS. + ALTFRMATF COI��MEEPppOiiE4T';r.p ��pp��ppyy��pCCpps� fp� p��E p T g pip 5. MISCELLANEOUS STEEL SHALL C04FW TO M.I.M. %SIGNATIOM A-36. �TT1�U 1S�ACIVGr0D7TE'R RFAN IM FOOTiw°156IEEST�OPWrr b4RTiCULAR 6. STEEL PIPING COLIMNS SHALL BE MECHANICAL TURiNG, ELECTRIC WELD WITH ULTIMATE STRESS= C OY sd KSI M11IMP1 AND YIELD POINT OF 49 tLI HINIMUM. (TEST DATA AVAILABLE UPON,.IES I ) FYAMPIF 40, 2-FRc'ESTIRDI':5, 20 PSF LIVE LOAD; REQUIRFriil: .12'-0'PRO.IFCTION, 7, PAINT: 'RUST-O-LF! OR EQUAL - RUST IMIBIT14E PRIMER AND FINISH COAT. 3'-0'OVERHAYla ANTI 9'-0'HIGH W STRUCTURE. 8. ALL ALLPIINUM ALLOYS TO BE AS SPECIFifl), OR AN APPW41j EQUAL. STEP NO, 1 - REFER TO TABLE E TO WIERRI14E RFAN S17F, COL:RMY S17E AND 9, ALUMINUM. IN CONTACT WITH STEL.L SHAH BE PAINTED W/'JONES-DARNEY' ZINC-RICH 392-151 FOOTIMS SIZE. PAINT OR AN APPROVED EQUAL. STEP 97. 2-FOLLOW STEP 40. 1 AS(XRU"FS 1M EXAMPLE MO 1. 10. SIIQIMM: COLIAIIG DESIGNED FaR COMMINE9 i.OADI i OF. WDA 20-PSF SMTLIRES ONLY) SjP_5D_j- FOLLOW STFP NO. 2 AS OIITLINFR IN FXAI+.PLF. NO 1. A. VERTICAL.LOAD-D.L, • 1/2 L.L. . SM-11..9 - REFER TO TABLE 0. 20 PSF LIVE LOAD U191FR YCIROTARY WINTP OF B. LATERAL SEI9IIC LARD- .196 (D.L. •1/41.1.)OR LATERAL WIND r 1.5 WIND 9'-0'. SELECT THE DESIRED BEAM, A"COLINPI SPACLRG UWR T4F SINGLE COLUMN LOAD (PR3JECTEO VERTICAL AREA). L.IE60RIES, U. ATTACHED STRUCTURES PAY IVENCLIDSED WITH READILY RFIIDFAKE TAANSLIXENT PLASTIC OR gg� ��pp�� p��p�� C(L111 SCHLDULE, TARLF4 4, H. A44 1 FOR G 0MCLiONS p4De7iLTFIP•ATF. F(f,Tl'Ki.` READILY AWAKE TRANSPARENT FLEXIBLE PLASTIC OF 107 VAE TWW 0.125' IN THICKNESS. /C,Bp• /ov i r .IP [� ,aa,;ww�K -_._ •-- �,-, �ena� ATTACHED 8 •["----- - -:--- - - -� ROOF LIVE LOAD . VIKING GUILDERS, INC. UC . �•C.B.a.fs ,,.,�. _ B i'�- E � C H A L L M A N �'L�E _ 542.1 EAST CHEYENNE AVENUE • �. ••,^•r FREESTANDING 4z44 =-- CIVIL ENGINEER a.c.E.13857 10 & 20 P.M. . I�svEGAs,suV&9115 L�.�42-// � ----� PXIO STRUCTURES L 'a' 02 8440301 /SH +�bdt t3: MINA ,y.t a 12144 E. FT. TEJON RD. P.O. BOX 592 PEA28LOSSOM, CA. .^. 553 (805) 544-2488 s ? Pray sr/cvr!u/rFs cNzr ) - j PATrd Jf aGT(/,CfS .r7NLYJR.F ' Hanger TaWAlternate- `FFoot thg �4 T'eble .� Column CG�I�(,,,f,Conn. °at ucfe=Ne/h1AAttAUM FnJJECT101. CUBE ALTERNATE F^G CUBE ALTERNATE FTG TWIN PO�Ty 3J0 AL'JNINUH 330 STEEL THIGKNE55 SIZE SIZE FOOTING 0 IOP5F LIVE LOAD ROUND 30UARE ROUND OOUARE F I Z E.032 161. " 10'- q16' /b"0•t/" /Yyq./?• JI' YO'0. 4e" •1 1q-2c' DETAIL 8ULT5 DETAIL BOLTS DETAIL0LT5 YG'- ag 14=II17' /a"/. t4' al.94./s' 32 tf%• s0" 4/"44.20" 201CUBE U44 3d'. o r CO'-t18' k"4.tT' /e's?•!e 33' !r!0•sb• ?/'!9 0R LESS34, t0'9Q•/0 34' 31'/ _01, 4-4ox.Yt' 21'.422'CUBE D t'0/Qr r�/ 3'0'4 Existing Save Tabl20• / •{o' t,•;GI.,e• 35' 4!•1/•st° ¢3"44.f -- 1 23' 25!CUBE '•% ;: C "� Y if•/2 I' /G" •4G' t S"5Q•/0' 36, 9{'9 •4!° 4¢"x..t4 ; EXISTI N6 RAFTER ALLOWABLE DECK 22' /s;^tA•4Y' t.'S0•/e 37' 1r),-S3' 1 + % �1 26-2- CUBE,% '� V W{ PROJECTION - ; v� 2 3' WO.4e' 26'!Q•/6 38, 36'd•54' 40'04•tf' RAFTER BILE SPACING (OVERHANG LL•10�z LL+2l)/5F 24' 10"(p . " �' E " N 30--33' C.U.$ ..�'' / , •� 44 9Q•/0' 39 37 0•S5 4e'sq.iL' / q• ;; F,, t-�"o 2 5" iG"rf•4D' �oP3P•/O' 40' d6'I• ib' SD"e4.26' Z . 4 Full !G oc Z.•or 8•_�. r _2 34'-36' CUBE f� / t �'¢OR 'S 26' t14•fas• W40-16 41' doA-S-i' 56,v-fe' r ' n ! r , r •-• ,�,- Z A 6 N OTC►+EO 4 4 " f► r* • . �,, 3?I-40'CUBE Q ?•iN 1 2 7 zE 11'4 '13 /0 42 4/'I•Sb 5O' �J}'') :�" • 0 - 2(0^ 0'-/O' •i• 26' Y¢'0,4d° 9iSo.JO• } .• n 2•.6 FULL OR r 41'-42EC .j z•H NorCHEO �4 �c er-oa /7t5" 9=/r 2S 16�•4e• 37'sq./e / .. � Yt9 2 •8 FULL f{'a.c 2'-0• 23'-t' 10' 17'4.40• 37'9r,.•Zo FREESTANDING r_-REESTANDIN '-ONLY Tributary Width Table F Safety Stake & Earth Anchor A=ternate Column ONLY Alternate Round Footing e - (PAT/o STRU4CT(IFt:t fir'( /) aqr/o S,",eucr//,ees oNcrjjj_ CPJ•7t0 sTp��TUREs on_cr) _ /Rcor oEcrc ATTACHED ONLY MAX. COLUMN SNP CING COL. ALTERNATE - Col. ALTERNATE CUTTER BEAMS & SQUARE BEAMS (( PROJECTION COLUMN - COLUMN L''VE LOAD-10PSF UPLIFT - 7.5/'775P.SF COLUE'II 61..035'RD 4.5+.064EXTfSr••^42EAL 38-048FAL +3E• -06)Di t1�71M MAXIM am,srax. -x-�- WALL PR A.cw. EOLT MFs•c. __._ SIZE 8T0.Pip $TRUCTs SIZE TL). PIP $TNt7CT FNILLvs, EED nAa HEIGHT GUTTER-BIL(I r T r SUPlO/(Ta_ TUBING - TUB NO TuT.Ea-SM. SQ. BEAM ' S:• 9EAs1 CG' BEAM stoat r nle atTEuve MO T1lIlA7GRT SELF-DRILLING, s.e.a.o. SAFETY 6T A K E A o G E R •� 9 .� Y + 1 GV ANG /RO.'£LT/ON �. 117J .To .JUG 3OSTC- 3'S9F -•��._-„ ' f1Ca1 HOI Tl[TS T.V)(E A•D f7J}7(Tp SAFE Tr STALES AND AUGER -"ILT!• INC. NDI, I.c.e.o. ND. zE)s 14''�• o !jtt/bu7f r•Y SMAII CON►LT YITN t•Sr.16 � 16•16� A CH4 RFY►IAN _...._+_ 4• ). a T 1 ►ef "1" .Iu9 ;f^, P. 3y9a�'./ L V E LOAD .IO WIND 10J13' UrLIFT 7.5/975 .=+ 7Alli,!AitT XiN71 AT TAME N CA O. SV/OTN cNAPTEE .9, PATIO - _ _ corEEs, Ocoot.IFGR . 6' -O' 15'-0" 25=0' !Y'OM �' r_f. ? -t".0•-.0 3•Sr..9n� j•! 4"' !74�ell -I- , J' d= 9 S" /'!%• !=6` I r-1 0,!!g• EUILd u•G coot. -• - - _ to �- 7 -0 !•b'0vE�?Har 7• -O' /L'-/o' 2/'-G,. g7t �" , G,• Sot`_ .� i•p3vpx8-0 iEbI. 4l3 /IG•/ ;!1' 9tbr T ;:•e .}<I• 1 1 , 3 i /c" 4t 9' ?' Zu=s" �_ >'d�to ! /1'! d.e /I!!•9,L• /,t,m•!. PROJ�GTIOW 1 -O" 2 O' 3 4' U 6' 7 0 8'-O 9' -0' /G=o" ' VI.&* _1t° ?3••9' �,r4s'; j�srD �,,.Ar1d 1� /Idd •0`G'l /:G'd.!'4' . ,:5•d•SG. /!9'�• t - ° TP.IBt,'TARY IkIIGT H 10' -v 9'0" /6'-0' 19,41 Zl'f4 ?/=f' "o�'I. tsTi 3:•q,s. /40•f'o 6' -01 jLo' S�0" o'•o' �- II' -')" R1-9' .39 i7'-G' /l=5. J9t:" 5�0` =+cZ•'G 3`i::•:osySd 1 LIVE L:•AD 2posF r/�xn • JiT3rs` UPLIFT .?5/975 PSF 7 -Ot 5'o G'i 7 G' 1 2 -0 7 G ;1'7' /G'-0" /7_/c' /7t/p 54 4'd eT^ i ia"�ns , t - _ 4"'•O r _ -- 1 _ i I S'-Ot i//" //'-7' !4'!0" Gt r' -- - } - __�S-° T_-_ r 8 J rt d. !:b• !e�•4.lrG"T-r'e'I. t r f: 8 0 5=P' o'n' 7'c` e'c _ � /G-!" )'ztti*o S`G"' ! 4�'•f=g' /-3`/r n" _ -- I •cAJs' q-o I J'sd.j:g-�� /t9%.!y" !.!•d.!•�' /'Se-e=q' !!>s.fto. 5' -0 G'0' 7:G• 0. • 3'G" 14'-6' G'•5• /G'•g' /3'•r0" 5% !S=i` i -- 10•0 /Ea:'0.!'•�" /�`I.9tr1r. /'!1.4'9' / !f•4 on J'4'd r*'1■ 10' -O' G.0 --y;o- -.�I' 4•vr 10.0" --_. 1 t_C' G'•o° /O'c' /.z /a" :¢ f'_9" `.;�s 3'G A'AL: 1 7, i- --L--- `M BEAM & I-•BEAMS II' 0_p• J:G" /O.9' '. - -_. 16'-G' S'-g° 7=s' 12'•0" /;-4" /3=� --- t 2' -0' J 0'-..C''O'�•- a •^' 1 71-•:' S C.j "t/0" r/=9" -p3' ?' -.-� -r•�.- • , s. _ 4 c E , •o" h'G' /c'•o" - -__ _ --- !t'�� i COLUMN I-A-BEAMT .335 Ex 4 L..Z.175 . 4. 131-0I 0- 9=0 /G'G"I-:J O /F O" /3 ---` 161 . <-c'r fr 9" /i' !!t/O' 3Vp9iF 3'¢re+' _ rG- _ HEIGHT 6I 5 i I 5 10L• 5.5 !4'-O' 0`• 4!0' ;[''C' 1/'-G" '2'•0 /3=G" /¢'•u,r - 15'-GI -�.q` - 7_',V" !O'-Z" ''• /!' ''',� Y 3';-1 `5. -0" 9=r.•• P' //=v' !L'G• "•=0' f." iS.G,. 2 ' -= -_ r -+- - LIVE LOAD - IOr6F WIND"10/13°Sf ,JP !FT-7 1 !p'.yu 3rG9A L 5 - 16'-0+ _r, _��._ ---. 211 _nr �I• .• ! n ` . ti, G 1' 9''l. d 0' {'9F•4t3" f b .5�4 9• /0'-r)' /,' 'L'O'' •.� /g't ;5 r, /.'.'-n _ _ 3 i' /O'-Z• 1zr/ 1 3'V'•(D ..r.r�iM1ri _--- - -- r r , ^ r, - __ -- -- 1_�e r -- `1-^ y'_Or !•3`4=i!4" i=G td.ry'!• • • . , n r Zi EGJ.¢0 2'•3d•q'4 2.60 •5G I7 -G !G•O /i�0 /?'O" ,1'/J" /ri'O" `5'�' /G'.p' /7'0• 4'•i' G'/G'' b'-10 �=/- 9=M" ( -- IE'-0+^ /G�u^ /t G' /5.0" /{,O' Ps'a, !✓-h' 1-7'•D 4 C' /tJ!• 9 G' /!G l__9=G' Q4'4r ' - - ---- .• A PA',o .S"Thuf7UrE 1 r-+in •t 1/ {'3 ?t!'d•¢'Gr n , , , ---- �y /per y� �y p IG-0 / 4 t1.4.4 /Gil .3'G IF'r A /2 0 li'G' /¢'o' i5'O/ iG'C /7'-G" /6' oo i ig & A 1chors ATTAC_HI=D U:�L.Y Table i ' r r r r n ' 4�9d 1 44r.t:G'� t�G'0 • S'9 _ x GdrTcs nay{-CL'- -iCG-tItAC ✓•ft.P•D4•,1..-•1:. �"•.�'--- 2 J' -Gs IT e, /Z to' 13=0' /4'0' /3'c' ;G'u" ;7't• /J`.O• -- -- -.- -- 4Jc wcsv'. 4c''.TGcaev si<.Yrin. r!%P_ Irf p 1 tc.tCs 6s Fwl;v*,-^ eeAwr� L I V F LOA D -20 F': W r N 0 .ID/1."sF UPL I F T .7.5/4)i FSF -- 2t1-0" /'LID' /5'-O° /{:0• 13'-D" !C•`• + - -r TWIN PO--Tb 51NGLE POSTS I TWIN POSTS $:OGLE 1+GST 7�-0' /'!'0 .9'r"' /.:d.9'-G'�-- Y'-0'/. !• • T o" 17'G /e'•p' l4=Gt' FOOTIIJG FO�jTIh,G 4' E'!/.{'C: 1!•drs'•!' il' -8'' 2�G• ih'G° i4 G' 15'O' iG'O" !7-(-° /6'-G" 17 0' jI Z E BOLT SIZE uEr41L BOLTS" S ! E ROL. r SI!E DETAIL fJLTS� 3'G' p'9'd•4'4' Z!J•47.11:61 2!G%.5,11 r, .51 D r ulty ^_rru Faot�ng U s J FR FSTANDING -_g_ _- T I/" ISr�WBE, ~see A ec�.r - - hI_, -_ Z JY'!f 1 "0 - -S'LI .!= ' I "/ + - 44• t,3A /.._' . G TablB I t9 2' CJ` SEE a ISILOY Rtc•airr SO-331CUSE %%' O G x r 1 LGa. /.f: 2:00 5= 8L A Jchors ONLY CULT f/70}IAC h' /MYr•Of/l./!O.11AX. 10' Ot '(lrS.!(1•' /:64r3�" t-0lf•{'b' t3 St0' 2'GV•S C ;if C BEL04 1 1 . '''/// / ,' �` y•/!e� • I PT � - - j _ S 21 �22 GIBE N* . 14-3E; G(J9E U A. •» 1'as_tns^ AEC rdAD SELF.OXILUT/G �• n) i^Xr +(°YEAR SnP-OvuING BASE DLA':E ANC NCR BOLT$ �I[_ 1 TYPE U J4KroU7•fAG AGrx. i/ AY,EL-0rs.ys»"Aw.. (AL LOW. ►ULL•OUT • :1Er MAX.) (AL LOY. Mt-WI . $901 KAX.) d' •a' . �Ibi .i.7/.1"lJ J.=j'j'PK1-•••PS :c1i%•ate ICA,SCP 0 I'rzr.pV[Ly,TwLuLvI 5c - t (p sEE D eELOY t`'-. *,'t'"d-- , -/./ -{,r` (t)N°I s/E^ (ALtoY. nnL•Ouf + (s)NOI I^ (E,.L(w. PULL•OvT ° -- _ _ 23 j'24 uBE I C �Ivl) rWAtt•aar•:M tt 37-3S CUB i / % ( I AM1 or/r.AtfoSMs,E, fi)/7111"Fi1^ EED N[AD SELF-OE ILL LNG soE+PUB.) 121 . 12' . %° ¢. �/0"4 triu%r� >�•.zc„! 11N fl LPr S• •CNY VALUE• /85Gs -- '-- r . •--•- (LLLOY. PULL-DOT " s9S.LUX.) o• (') 1'+0.^E[°MJo SELF-CMAII4 t8•. 1.l1i . ;/�,� 7 • 1 ( IF.k10 > , / /` P•3}•0 (:)Nat s//^ (7)"Of Sit"(ALLOW. OULL•OUT n 4- I L PAIwA 4CYAAr.c /(.l,I l.0.0•Ft /d r la[uE• .'t1a"G 25 -24 CUBE ("LJ ,aWc-aP.•.ri:'rrA., 40-42 CUfSE' %, ` "/ 1, :c•a»•.w1a��r. ME tAX.) !.C.R ATTACHED & _ I EyAr„N •'•�_- _ _--_ B K U C D C H A L_ L �1 A N u_`�.+� OF LIVE LOAD vlKl��G BUILDERS,INC. 1 7 At) . +24 P FREESTANDING „�._ - as Ears Nv eENNs AVENUE N -- PATIOHUCTUE�ES __-_-_-.._ z as __ CIVIL `N� I NEER a.c.s. I3es7 & 20 ps.f. 1�:3dZ�1 1 Psww) d= A�Nu LQAQ F.E. 12I4y E. FT. TEJON RD. P.O. BOX 592 Pr_FsRBLOZSOM, CR, 93553 C805) 944-2498 Attached Gutt ✓1• uoial >i i� �o � i i {.r��✓ 4. � �w _ - fnty :rdl�a U _ Gi l .._._, 1T A. ached , ?,ll.i f$G.r tiJd•F�1 7 1 1. 6�� 45. Za ble�- s k i y./ UA r S.MS.1ioC:V.47'RY M A+ti LfT4*, L� .yam ry ` l. tr �._.. �r 1 i r i .� _ _ _ «...L� 1C.iCN O'/itP --vrrt rJ7yb+E. - 1•4".-r46LL� •7JTGr'- 6tAAt. 14�P:,x,- i.wn y-�ypM.(S - _ /. etJt A 1 RATIC: L)V CrvrT cR 6GAAt __._�_ &,.lG 1\�� __y...__.. _ IJVE LIVE FJcT10' LIVE- , _- ,tom\ T �+ yL r,! `H1(� 1200E P1W 5KY41Tt' LOAD TOAD ROOF PAN _r1111 E LOA LOAD .0 L r C•�'� nLr,449 - • I �! . T„'3k�• Ff� t4.4. +.e tnp1C5 Btw•t (, TNICNNESS 14 20 T(• PAN pt pSi (WNII.tUM) THKNNE55 ()'UIOi!dU6Q� � 2() F✓~ ; .� a .e s� {I �N t�l oti (Y;:H;;; • 9' _ FLAT PAN B -mAX. !��.1ECT TRI-V" PAN /V{/��( PROJECT. TI 57 E.5 C)AIL fQOJI[CJION .AoJt{f,p/t J, Il rte,t�!•n. MAY, r 70 A 80 MILES PER FLOUR WIND SPEEDc� r _ -"-T-�t:�t9".,o.'=•�„�� { .ota" �I t" COLUMN 5PACING FOOTING S• ZES COLUMN ISFICING F t C asY--} /c_r. >'•�'_ az/• -_a.. I /� 00T1 N I Z E _ _ s5 x10 MAX. TNltr COLUNtJe. YSOr.442 7-p X•OR -' I ZG=r/' 1 7 -- v T WI N COLUMNS -r Q.txu W •G4c" �I- U ► PROJECTION I1fSO•-.032 WITH GUTTER✓+ _ PROJECTION f - 1 '1 , a /rr MAXPROJECT ,SCROLLS {/R NEET® 5�A.03•.� ,';1;LR BM I SO •.732• WITH GU TiliriN- 1, PAN 3 GUl'TEA•Bet rTER-ti)t �^ � TRIM -ONE biDE ROLL-FOE EXTHIo0E0 TR M _iS CA SIDE 6A••035f 4� T- ^ f • 1 y /t=` ,• ,r N J. �E. n ----� '- -----�---- - ONE I DE ROLL FGCiM •O/d 1 ,O_'1C E�tRUOED _ a FI 8'-@f tf gl-6 H o• - H _ 9- - LIVE LOAD •. Ir,PSF WIND LOAG�10/13°StUPI{FT=7.5/R•75�f5 LIVE LO� tD ZOPSF YJIf9D LOAD=10/f3P5`UPLIFT�7.5�9.7SPSF ' Gt3` r`+ I /3 a" c ¢° •aoor r � /:-/u" Jf=z+ Fo tnote trio 0 0• ,tt r t,• a • " -- b - ,t9-t IS- $S" i•r• ?Lo R! 11 Xo• /0 �t P!a'• "Lc, r•' �W4i• rb' t F• + /xe- TACTI_�mra»< _ Arno Jrcucr:ef: t•.•. /Ot0" //ttr- 1+' 9'I" f' - /Z o" ,• O/ 7'C' t t i=4 /e• - 7r a y !! 9t6+ 8f a.Ptrfo m K1ti�ss omcttn fra,.,,e,^5/ �.wrrt ma ro a xuotr tp.7rar. _ �7r /d b t9 I - ye/r 1/` b.7Rm.!Awi-mm-,w,",F or sffi fl o rnac run afT wir,R1l A sit4E ut::•.At9 T.`.t1WRRT TrrA%-k=!4W.Cfftw IM ,O+ /Orlr r/` d=Y �' 9i9" Ir" !n�"` x•• rd-o' becl 19• G'S' Iq - Bib° t!" MaTmceems lt-o" /ttC" �r Bip• r£• Brt!• 1r' _ M•/.'" � Ny" 1T• t , / "G• � S"J• i I' 1_• -_- __ ;.• • 7-'' i 1' t - _-•3'Ci -_^. �.AIL'R17:11C SI'LS'S StAC1(TASfS S.L.N.4 C)ARC 7]Q1f aIt6:SIC7ti. WIf7L�:1'tW1fRRS 41'••71E S 21"I1tA.%. I'dt•d i'•rfr ri' GJ.7' 4' _ 7=7• 1)' -• ItQI/"• Y-•' /dg0" yit�" i•• see. 30` S� _ n•'Cfsy /rf lever rt' bf.!• tF• 7'-�° r) fi9° n1 ' I}'D itis 11• --- fr 20.--- 7e¢ d tllllp•SPAW%nuris AM RFAvf11W.MYP.M.a llMO t)itQ1CRr rtr A otraTlrr.10AR. t e m 1MT Lrm fftaTFrriat Ala Hrx Tqx cmxG Am mm.mwr.m mm yms tv etr=Im womE aB T+M catty =0r !tG" ry• ft� r•., �+, t-1• -.' yisr ff-Or it= 11• 3t3' S/° 7 0 . /s'0+ (��:•• 14• f'e;' 1:` - ytp+ n• ittBY ... ��, •,•, x,r rAOr - /Q!O+ it4• li' jS!• t• - G!r" IV StlP /1=0' f'/N t/• 6"%r Y z• �.ectRteer uraruet arwc rs es oG wnmrno /DtO+ p''-4" If Vo If• btf• 1?` - 8idr. �� J _ _ 21-0• jip• ry• fi^" r:_• -- - GtJ" , ¢tt0' E/ Gta•• 23' .&CO• • - O-S •:• ft7 19' stir 1j• _.._. _ Gt// i.� QtB• �,. tlfd° ft'1' 1j ited+' IF.' Gt6• _� Attached Square Beam, A Beam, I Beam, Column & Footing Schedule - Table-R. !!!f(('��\ -- _ .butJ'E,R-nEAlA -•� A-I�At a:t-tt �`Gf rya[A, - • �'.. ! sEE TA4iC$I'C t, o�,.,Z rv)tj,AL' L� Bll.n. 1 li•=•r A.t.,•, or. Gµ1 I r AA VA•- Z Ua r I� 9 G t cJ 0 C- I _ /iRGJFL jiOAri � /,tpJrG i,an!� JfGT,Lk O,cL'�CG:n w• i 1 � a, t nw��' ► :,: - _ � FnOrinrL 1w ry p_ n,OL 7 w';4 •IN,S �wO7M .ce .fL�er.,v4re rr = •t j rr,an,T,-c:w,:•tR• r•- r- - 70 IR 80 MILES PER HOUR WIWD SPEED s u- t•xc -C• 1 ', =1 TL` T °t• F S� See 0 L U to N PA C I N G - __ G T I F� G ! 5 - Footnot -� _ 5 Z r BEAMS-� 3/54•P'12'AL. 3'SO•A485TL iSQ-L6dST 4 335` E%TRyDFD A- BEAM 4`Z . 2 375 BEAM 4 5r 711 5.5' 10'I + 5.5 TRIBUTARY _ 2TSOA_O42'i18' 2%Qx.042Aic7 b 25Qs10t2�T ACw2.d-O I OUAR_ 0 `-• + Wt 0 7 st COLUtANOR OR OR I�2"SO• .032'T1.VIN w + • )�" 32" TW I N ,J/ 2�Qx.p4�i 3°�quAAE 3` GUORE »OUARE 5 TYPES--, 3�a042ai + 3•SQ,.04L1I� 3TSt1t1O42ci�tA SCROLLS OR NEET"RO. ORr SCPCLL' Cft r,EETO TPI&I '1►i, , S ;` 0 -4E �- 5U!►tORSTEEL ALUKORSTiEL� LINE �I(I¢ ALUMINUM04& ON-* SIDE b•SQr042x10- ALJb11NUfd STEEL STEEL STEEL MA%. HTS. H•d-o/10=0` H-7=Gt10*-e H•7=p/10-0` H� 7-`-61 !( 8'-£ -•i m y_ Alµ c,_st�l ALUMINUM Y ' _ FOL n e - LI VE LOAD = 10P�F WIND L `�AD = 10.-13FsF UPLIFT = 7.5/9.75P5F G o• 'o• i' .r0'•,{'!r S• T!O" 21' ! + t- • '_%T-" , -- - 7to" Brit' sf• /Jto' 2!• //!¢r r7• et0• I't• ate, - _ B D` /OtM" 2y• dwl` G'L" y: p ".LI_ LG'-G Z-,' t6tG� 2l 9S'a" �i' i70~ 3+•' Bto• 7"7+ ,-. 7f/• 21• /ottr 7r • 2'• ' - ' • - 1 _, _ t'S•G Rs-al ZF! 1 4: f 7t3 y s R /(/iO+ 1:- 7=9 e,te r; ` /Q'.i' k C. r " . 9 Or .24 7 ` 8r'T LI ` Gt//" - - - r 2s I )' 9ot0 z,^ 42=d' I:y' /O'O• Gi9+ 20• A{Zr 2: -Tr r •r e - - - fit¢ 2.T•f" 29-OT ;�' N-/ 3'.• J•/ 2•i' brtd 2G GCS 6./J %'• [7`i0• 2':' lrcN` %r f.' ", c,.' /it t ;• -.- -- - 1 6. Lc' ©G tr G t3+ _ t t' "_ _ t/=G to=o 4• dl td s 1 f ea gv G' IP'!G' . r , , .. O+ /jt 1 lt!' 2:• Bie" 7.:' G'it" 2 ' 1'a1/ G'4" 2r` 7'p• 12 �!fi /ItM - -- 4c • 21• T.f'r Y•,• eiJr Zr. G,.pt 2t' �.- -_ - .'s• - • " / G,_Ac ',I. 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'✓i' do=P' 41 t•O r�• s:' t0t0' - ¢r1' 2•i f/d" [ btf Pti' i :2' ' _ *t� 4(/4 a G / ' :7a 41.• _ i=it" Gu• /ro"0" M, Dili" 37' ._w+ .j 1. 2/t0' iie• 2L' f1'9+ 2•• _bttr Ze. "/ A,�a �,•. j - :._.. -_ - w �. /D d/O Gtq+ trr J14N ¢t3 2•i' 2t bit 2G• - ftd1Z fl _ G�Zai= �f�d Fr.. /f=G• /3L9" e7' 27=/O' 4 I.C` ATTACHED 8t -_ - -" - ° __-_- o / c:.^ �- /o=o / s�• /s at. _ . x*fi--- -- -- - �' I ROOF LIVE LOAD VIKING BUILL, RS, INC. is r��4z3NC�. FREESTANDING' _ B R U C E D . C H A L L. MAN ��G�rtf.. ; i 5421 EAST ENNE AVENUE PAi IQ STRUCTURE , , t - _._ _ 10, 12G p s f LAS VEGAS NV 89115 u _` 1 e.• • ..oro taw >�' CIVIL ENGINEER R.C.E. 1385? ^- � � 1211i4 E. FT. TEJON RD. P.U. BOX 33Z PERRBLOSSOM, CA. 93353 (005) 944-248�+ n02)8440301 -- - .,_._��. _•....� ..�.�._�...- T:t7 _i i P.ti:TUpE..i /�Ili•t� .�.... -Attached Square Beam, "A" Beae i�'I� I Beam, Column & Footing Schedule (pA e-" _ `T�bl See CCLUMN SPACING k FOCT + NG SIDES -- � Fcotno:e • l t >_% I • x tt r _. EDAMS -a 'JtyQ•O4LAI 116Q•0le6i- �'2j•L!43TL 4�3'' BRTRUOs'D A DEth .#. Z 2'J79 SEAR G I CEAA." 4.1; 7 L•dF.- 5. IOI•M, •9.41 / - T R 1 B U T A T Y ,..�� ..� o_r. r ....r�.,_>_w�...rr..�.•_., -._.. w 1 0 T P. O xJ= 9*AQdAPl 3A!/QUA2C..04 zs5:x.0467'- - I12/:•+IL1AKE _ _060VAFS 216OUARE . Off',*•.092 6�' NBE'A I Ohl-%v;,RE .O 011 w/ _ - cOLUNN .,t�� oQ�R� QP. a• A.LNINUN .Ot¢°t�/.icli0' v/NEE7 Rix - - S'WUA£E 514QUA15 .3 6QUA25 3E 4QUAILE- TMpE _y �aVx.lYKii A.I.UMfUUA 07a 7TEEL " O7 /3c'> •• r•h6 CLL. '1 GC,tJOLL otc nIGETGfKtN.. 4TiR yTEEI. _v - C, N6Y-f`�7irtA-iS - TVO IIOEy I'7u6 510E. _ !ALtJ^Ii.1Ug. STEEL t 6T95i, b -� AT,x. WT--► H..tO:o77-0 N-t0'-o• a�10t-o' u 7"to_a i - H •� 7 -4 d� .IOt_pr. F.; >.10'-O" >I... ID'-O H-10�"O�H 7_6° ` t �_... �.j -. - _. - - .-_ H -B-G -._l-.�,.i^J•Oy F•I Ilf- i•1 lo,I-Ot 14 a ioT[,-i. I_ I v E L 0 A C c PSF'Footncte W i n D _i0 a D Ip/13 P-` U P L I F T A• 7.5i 9.7 gk S F 70 & 80 MILES PER HOUR WIND SPEED � ;rtp• Gt&° I✓' 8!Gt'' Iw E'•/4• ie 4tE• ;G' • r 17 / • i.,' r 17� r' IOA � 24•' 9/•o /3 c .b,G'? LP-4t /i•$ tf'-I /"-q` i'.' T=6 6'/ IG' b '•, 1�0 _ i'f !' :ft0° z8" y=0• !.'G'' 7' 7J4 i0 e134 1q• -4y 17• _ 1 g•A^ f7• T'A'1•. :�`' f!f:� 7%k1 !8r ]:.J_ Ib S_�/ 174 4141! I14!" ice_.. /F''C'r 12d• 1A 5M LI!9r 2T1 �J`-1" c4 - �etpr •.f!G. 17' _6t7" tb' 7!4r i9• jJC 1TrI - jid` 17' 7!t<" i9' j:Q 17 t4 i1 7'4`' IV 5-0- 17• /Or IC,°' Ir- '14 id[ 25 13t3' 2T• 20tol 21" - y .--'-.•-- '� r G;?° Ib• vt rr _ _ • j . 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