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00070071 (3) 000-70o7 / -7 5-� 9 C)� /-- o g-, P4;-/ o eOvli� O ----- - --------- i I 1 18� I I E 17� IG'Kh� ulMl A NUM _ - - _ IG' LATT I6E COVEQ—� YL FIOt,ISE APPROVED E WITH THE CIN 06 CUPERTINO CODES AND ORDI DATE SIGNED----77GAc 116E This se, :. r ST s'nn it isun be Icep; lawful t , . . :• OFFIZI COPY on same ,.,.�.. . ,a,mai n ..,n the bu,�' f cl Cu;:z�l•nu. The star.: SHALL U' ;o p and or t. cc /� S s2 E E I:USTOMER �ESIIE .1EFFERSES 75 a9 DtFOEE. DR. cUQERT-rNU CIA• 950M (4o'&) a95-3y77 i �Iit�i;�� B�� c mc-a Y KAw ro.Or.>�CSS ! LA IAT1Kc r.w o� rts n.aYrs D.wuu.c ws-r�m•cw0 rye oKo...o{a ATTAOM{ �r �\ Aoarla YLRK a t res*..mwc �- r ara• m,A.KT.� .�� C T121'A'Dec-C-A 22!=u' A LI ZOOa-wiS aLUu. BEAM/RAr fER RAFTER/SIDEPLATE f T� A IL ATTACHED PERGOLA PATIO COVER (WITH LATTICE COVERING) �y u 6061-T6 ALUu. GENERAL NOTES & SPECIFICATIONS LpTT[CE ® BEAM INSERT .. 5O TYPICAL 'U ERACIl�1 - — 1• . ���. LATM mDw OF 7W u+aw eumc Cmc A10 rC 2 AL7DOUTE ALM YLM wwT K se S==roe N=9owL reolam 1C/AK - x ^� � AND W ALUYM ASSDpATKON AMAK A EOL a O6ATER YQD AND U-11wA7E 1 ALL 2� L VE 3 W1 K A rMY M D.T M 9ML K 5111WW Df m00 R CPC57C •e0a u0 aA.SUIL KKAK D 1r A a•�,wD 9KAu K w ooa0 D7Y00OL a ALL rant,SIY1 KAe w r.OL"nouL toom Re{m sm co c",KD ML K9oK%oum DAr.Sffi ALL KMCMD rpc=eC-,oro ps. S.t4g�Wo=?C,LL K w0T o►WLYA =oR atCMwLA7m AAO WOO TO ASnr {.YIANY fA37tXM 9Kµ,K 207A_T4.ALL cuo rAS7D06 SKYE K GALYAOMD.51AK� S1m CR GiDK 1LATM.ALL 10.75 SKY,CD4TW i0 ASW WfC A-]07 AW"4 .. . :A 17.AO.eO CIT pIA1E eASVC '=.Fe'ITS SMYL K R7 DtYCiR K='/16 K YATrUI i .. f 7.D1Aw9O,ANDIDRS RAD ml-ac E D1 K K®0 EYYDAMN SMAM W-RE==ArO ��w...i $.ALL-1C WC WRY YYLS.-tneJATm.umu'C.1 fn1O=D=am./3 6 EAOK ISULLAML SULL KM M VD(T►TW4 TAD 0VW M wAK Aro ADM=Cr K _________ —xAcutcoL OOGK I)M=AD oc-os•t1T7• l ALL"W"IkT r C iL 10 C pMKLLArK"S1AA"""K o1 (LA feO.Ll'IOK I ,• ' MI WAOW.FODU4 DE7AL MT 7af•, fa LATTICE TM Co'US 9uLL Dl K D4DSm."UVAM*4 WVDM 6 ALL TVM 9W1 KpT K[wCDS[D. 11.a.'ulna TYK s'aucnRes 9K.I,KqT K towem rd An T1K a AAL sonv wATTAM As T1( TYPICAL 'LS.-BRACKET oaoK LD.os KUK DrLT Ka.A'Asm To TKC KKOisi0wlAl p,IOCCTm 1KKE uTe2 tufTD6 KAws�paK,ua on1p1 _ r maca, THF UM STASD ptTMINNIsN LU7SD0T.E.�7 DED(TSKe» ICBG EVALUATION SERVICE INC. REPORT 1841P Hou= . O=DMN OZx�:Km2 mow-LC A" PFR(rnT.A •m»IaNC9'� PD PAW) f nVFR - (��4�i u rta".rt a cr.�.n-n Drs ro soa,<s t.or so[ � ..rm•:-n<>+a ro •.noes .w,m,m emoo, �'� ,rS roe O7 tr-u••,w3/:. ,mesa ran=l ,fr Ys an i -r�•m..eorror a ro wwt Fm+•at'r.o>:e..e--r wines•:. �r.<�c 1(� * -p's .'�/�O1i Iced'see ra ca® "'`/oZ^_ i r I ff rtlt� 1,4r r0T•U '41 .11 r 1 1 :.sys.r iv.wrw r 1 �O` THJ� 1 �Ymv�.rrosra uo 1 p2 ew win(�,,aero,..�rme clJ=l:J ro'� v x.a¢r ra 6 0 �•~i I-ni a • coac m usmt s 'h ,rr. c-tus 1! nenOts•,r=:�" i, .sr v wl 'k.n a.Dm eam m umx •sto= +®! r/<_p sea to .R-nt,�sarc.s•e••</a RA FTER 1 i e i-n•as m ecw ron..a san win uoue TYPICAL POST/COLUMN® LATTICE TO FTER ® TO BUM CONNECTION© WALL CONNECTION P.A MEM i - rew. 9wa=o� 1 I=. IO.a w rwD• mr. • n•ya tn"e•eraus r®tr t-ron rwrfm Pon wn ua soc O DrPQ f((10,1W O I QF ae G / Q !lroeae KV rm7 c�--�reaRr eu•e _ nasi Burr nx i x w v moan - i o eo r d rx r 1[.rr s�.O ( •••1 n<SA•TOP i SM rP Z r54!G4 Y U f <�j eanw•t•</ � � H ronio.s s.o.r ua� 1 euc en,emt A r",rrrr A O A tl (1�rvt ( ( soau= 1 i �� B" HEAM WTTH (�—�� HEAM TO POST CONN. E 6" BEAM CONNECTION F INSERT CON2.BCTI ON INSERT SHIM :ro� "'UI-•i rsn:.w'muw ra Q E STT rm Pm rot O r RX'.'.D•G roC-s ', �1 soa.ta a s¢ rax MG-GATES • � � 1•loe I n•sus ua s>oc A 1� O A ,ror sr.D.r A i i L w—D�a .� •,v.eentar• •sa rroir.int ml•r rp 3 sa r.ac r y rr.oer ro roost i tr</<uu ecnm, v Ws w ra D•o o•�s¢r..L smt..rz ro oaw" (-t a/to•s ;wt: D't^D-• y ___ 1 ! ." tuonsz a-c s/<7.a(6� — '1- t• �, =F= , 3cso�ni I .. rxs e -�— �-n•sys .. vwa SIM i �`•\�' :er:w sin vm`oar� . ••sa<®c v war .. 4_� a v.srm n.<,c ••• I .aat+ s/r.s stat r srs-•murvoe sar - _ eat n.a SEEoo'r.etL'.' • �•4 d0 RCDWIID rP rlD1 ••6!G SQ r•eu Re' D•-"C-!MR /' rzM90K 0.,D 1 /O011rID D•G r.�•a rvC� Isa.rV C<eOdOH am ESTANDING TYPE ;, i ATTACHED UNIT ATTACHED UNTT FRE '� POST AT SLAB CONN. POST AT FOOTING CONN.O POST AT FOOTING CONN.y [CBALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES, INC. O EV fr�` 2900 PMO DRM HOUSTON.=AS M17 (717)96-0000 Da.tlM et: r.ir DUMC.DOOa9nDM DWC MUI®l PPC-2 Tum TDPPP-OT A ID A TM PM77P =r .S7iTDMV.N� Mf ttADrrAas j X1;;1' • • • 1� RAFTER SPAN TABLE TRIBUTARY WMTH TABLE RAFTER TYPE: 2" X 6 1/2" X .024' THICK MAAMUM MAXIMUM RAFTER OR ROOF PANEL OVERHANG DESIGN 2a' SPACING 22 SPACING 20' SPACING 18' SPACING RAFTER OR 0'-6' t'-0" 1'-6' 2'-0' 2'-6" 3'-0" 3'-6' 1'-0" 4'-6" O• LOAD ROOF PANE �• + SPAN O'HANC SPAN O'HANG SPAN O'HANC SPAN O'HANG SPAN SUPPORT BEAM TRIBUTARY WIDTH (FEET) 10 PSF LL t2'-5' 4'-fi" 13'-0' a'-6" 13'-0" a'-6' 13'-0' 4'-6" — 20 PSF LL/S.L. 9'-3' 3'-6" °'-8' 3'-E" 10'-2" 4'-0' t0'-8" 4'-2" 6'-0' 3'-6' a'-0" 5'-0' S'-6"I — — I — — 7'-0" 4'-0' 4'-6' 5'-6' 6'-0" 6'-6" 30 PSF S.L. 7-8" 3'-0" 8'-0• 3'-0' 8'-5' 3;:-: 8'-t0 3'-6" 8'-0- 4'_6' S•-0' 6_0• 8'_6• 7-0' 70 MPH THRU 72'-5' a'-6' 13'-0' 4'-6' 13'-0' <'-6" 73"-0' 4'-6" 9'-0' Y-0" 5'-6" 6'-6' 7'-0' 7'-6' ®� 110 MPH WAND' RAFTER TYPE: 2" X 6 1/2* X .032" THICK 10'-0" 5'-6' 6'-0' 7--0' 7--6-1 8'-O' - 10 PSF LL 16'-7 a'-6" 17'-4'1 4'-6" 77-4' a'-6' 17-4' a'-6' 11'-0' 6'-0' 6'-6' 7'-6' 8'-0" 8'-6"1 9'-0' 9'-6'1 10'-6' — 20 PSF LL/S 12'-4' a'-6' 12'-10 4'-6" 13'-6' 4'-6' 14'-3' 4'-6" 12-0 6'-6 I 7'-0" 8'-0' 8'-6" 9'-0" 9'-6-110'-0" 11'-0. 12'-0 30 PSF S.L. 10'-3" a'-0' 10'-8' 4'-0" 11'-3' a'-0' 11'-10 a'-0' 73'-0' 7'-0" 7'-6" 8'-6" 9'-0' 9'-b' 10'-0" 10'-6"171'-6' 12'-0'- -14' 2'-0' _ _ 14'-0" 7'-6" 8'-0" 8'-6" 9'-6" 10'-0' 10'-6' 11'-0'111'-6' 70 MPH THRU MPH WIND• 16'-7' 4'-6" 17'-4' 4'-6' 17-4' 4'-6' 77-44'-6 15'-0' 8'-0' g'_6' --976-73-570- 10'-6' tt'-0" it'-6'112'-0 — --- RAFTER TYPE 2 X 6 1 2" X .040" THICK 9'-0' 9'-6' 10'-6' n'-o" n'-s' 10 PSF LL 20'-9• a'-6' 21'-E' 4'-6 121'-8' a'-6" 21'-8" 4'-6" 17-0' 9'-0" 9'-6' 10'-0' it'-O' 11'-6' 12-0" 18'-0' T-6" 10'-0' 10'-6 11'-6' 12'-0 1 — 20 PSF LL/S. 15'-5" a'_s� 16'-1' a'-6' 16'-tt�a'-6' 17-t0 a'-6' 30 PSF S.L. t2'-t0 a'-0' 13' a'-0 t4'-0 14'-0' I ta'_9" a'-0' t9'-0' 10'-o'I 70'-5' 11'-0' 12'-0' 70 MPH THRU 16'-7" 4'-6' 21'-8' 4'-6 21'-8-14'-6* 21'-8' 4.-6" ZO'-0" t0'-6' tt'-0" 11'-6"112'-0'I — %^ 110 MPH WAND ;J RAFTER TYPE:' 3" X 8" X .030" THICK 22--0" It'-6'112'-0' 10 PSF LL 17'-t' 4'-6' 17'-10 a'-6' 17-t 01 4'-6" 17-10 4'-6' 23'-0' 12--0- 20 PSF LL/S. 12'-8' a'-6' 13 a'-6' 13-101 4'-6" 1 14'-7' a'-6' 30 PSF S.L. 10'-6' 4'-0' 17'-O'1 4'-0' n'-6' a'_0- 1 12'-2-14'-0- 70 2'-2' a'-0"70 MPH THRU 110 MPH WAND 17-1' a'-6" 17'-10 4'-6" 17-10 4'-6' 17-10 4'-6' + ' RAFTER TYPE: 3" X 8" X .036" THICK 10 PSF LL 20'-8' 4'-6" 21'-7' 4'-6' 21'-7' 4'-6" 21'-7' 4'-6' 20 PSF LL/S. 15'-4' a'-6" 16'-0' a'-6' 16'-701 4'-6" 1 17-9' 4'-6' 30 PSF S.L 12'-9 4'-O' 13'-4' a'-0" t4'-0" a'-0" 14'-8'14'-0' 1 70 MPH THRUI 110 MPH WAND' 20'-8" 4'-6" 21'-7' a'-6" 21'-7" a'-6" 21'-7-14'-6- RAFTER TYPE: 3" X 8' X .042" THICK 10 PSF LL 23'-10 4'-6' 25'-0' 4'-6' 1 25'-0' 4'-6' 1 25'-0' 4'-6' • 20 PSF LL/S. 17-9' a'-6' 18'-6' 4'-6' 19'-5' 4'-6' 20'-6' a'-6' L 30 PSF S.L 14'-9' 4'-0" 15'-5" a'-0" 16'-2' a'-0' 117-0" 4'-0' 70 MPH THRU 23'-70 4.-6. 25'-0' 4.-6" 25'-0-14'-6- 25'_0' 4'-6' 1 110 MPH WAND Et • FOR PATIO COVERS THAT ARE 10'-0' OR LESS IN HEIGHT. rr �- ' a. t I ICBG EVALUATION SERVICE INC. REPORT 1841P TEXAS ALUMINUM INDUSTRIES. INC. 2900 PA-110 DRIVE HOUSTON.1'EC.15 77017 (710)94E-9000 THE PERGOLA PATIO COVER �' �� - owmc o � �� oa+fp° ^�^ ppC-3 A9170N.YANL..T f-1 t ASSOC.�C. RM1'fER SPANS AND 7 (•({t�� T •A MAXIMUM COLUMN SPACING. TABLE -A- MAXIMUM COLU14N SPACING TABLE -A' COLUMN SPACING WAD.AD. 70 YPH WIND LOAD 20 PST UW/SNOW IOAD, 70 MPH WIND LOAD 30 PSP SNOW IO 0 1LPH WIND LOAD 27,1J2f 7R✓WART YA>1AatW COlY4N 9ACN0 N tAIYBER OF C=UYN$ YAAAIY YA>OWL Ccuw. :DACUIO IAM.NUWHER Of CCkLWN$ YA]LA/4 YADYU4 COLI]YN SYAONG YIN.1UYf]EA a fXJLU4N$ r u1 COL,WN 7PoBUTARY _ - 11{1I 9fDTN ArK T SA6 A7 rlc• IAT s"Ae AT iTG• 1 ♦ 1�1H� Ai au 1 Ai TTG• wT 4J1 AT iTG•1 COUIMM t3P£ MID7H•� CQLA•N f T a' IJ- Y- _ IAT SVa AT!TL• Ai£N At T e-a Tl'-a'(19 2 x 1 1 2) 3 17)17(]t 3-0" 1 11'-' x- (la 1 la 19 ](2 2(2 3 11 I f2) a-0 p? n0-I IS 1p_T ;a=7116-) I 2 1 f27 ] 21 I 1 7'd 1 T-a' 19'-♦ 11J"1 r-e" i..- 11-t I- 1 1x-6 to-p 3 2 7(2 S 1 2 f1 T T-II r 9- �• t l 7 27 I!I I 5 1 -]Ila 2 7 2 7 7 I :1 ♦ (IS -Ii _t(,. 1 2 1 f21 7!11 7 f7 S-6 T-11 I,♦ 3'-6 t -S(la 2 7 7 7 7 7 7!21 r„•. ( 2(] 7 T 1111 2 31 E'-0 a'-II 1 -i 111 6-,1 lu (,a 7(1 S(2 7 2 7 f7 _ 17- ,0' 0'-T 11, +0' Ie'-9 (• 2 f2 7(] S(] S 2 9'd 6'-Y l a-. 16 a- u'-:t,e� 7 2 1 2 f2 1/1 1 2 9' i a'-1, ,] a'-J ,0'-1,•11 2 7 2 3 7 1 2 z f ♦ 2 2 11 2(I ,o-0' S' 5'-a (, 2 f2 S f] 2 2 1 2 i • ' IT-0 a-+ 9•- (,a e'-a +s'-. r 2 z 2 x 2 2 1 x 1 30 PST SNOT WAD. BO MPH WIND LOAD -^� 20 PST IIVE/STOW LOAD. Ii0 10H TM L40AD 10 PSF LIVE IAAD, BO MPH WIND LOAD s r-e 9'_a (,s r- .-e(r 2 2 x : 2 7 1 z 3'-0" n'-Y m'- 11 n'- +T_Sr1p1 T.I 2 I 7(2)12 2 a'-0• 6'-s a'-e'It6") a'-s ,J-s'1a•) 2 1 2!2 2 2 2 xl T 13'- J-T(19-1 11 .-Y(21 2 2 7 i) 2 II 12 ] 6'-0" 9' I ] 2 f2 12 x Td I 5'-6' T_It• la 5'-6' T- 1]'- T- It911 ta_J' IM-0'12: 2(Jt i 7 2) 2(31 2(71 T-0• I T-11 1 9-6'11 T-11 ( 117-5"1191 2 I 2 7 7 1 2 7 OMR, 6-d tl'-t(T 1'-,Y(1S' 1T-6 le'-9' ,a'_,1'Im 2 ]I S f2 I 2 f31 : 2 a'd i-9' 7-a'(, 1a'_9 ' ':J2(J) 2 fI) 2 IJI I 2(z e-0 a'-Ir e' ,•( e'-I1 II _Hr(71•)l ] Jl 1 2!3 7 f11 2 2 9' a'- (t t0-I,(m1 J i 2 ]f3t 2 f2(3) 7(2 2 IJI 2 f21 p-0 6'-7 18-a (le a- 113- (21 1 fJ 1(' 2(J 1(2 f0-0 ,e-0 0- II0 10'-0 16-9 12] ]1.1 1 113) 3 1.11 2(J) to-0 I 3'i I T-11 Ilt 3'-6 ti'-6(21 1(. 3 J 1(♦1 2 J 30 PV SNOW WAD. 100 MPH WIND LOAD 20 PST LIVE/SNOW COAD. 100 MPH WIND LOAD s-c r-e• Ip'-a•(IT-7 r-e• a-S ,._a•l ) x fn x z 2 r.l x 1(3) 6' 19-fi (1e a-s 1J-s(m 2 al 1 f2 11a 2(21 ® 10 PST LIVE LOAD. 100 MPH TDID IAAD 3-0 1 n-1 nl_} ua n-7 lr_ (zl 2 I.1 z rzl 1 : .t z(z r r s'-a -n oa'I s-e c-s Ir) J rs z r2 ]u x n 6-0 9'-] n1T-S II 9-] Ile-.(21 1 21-1 2 2 1 Lal 2 2 a' a=9 T-a la ;-9 lt- (P 3 6 I J 3 fa 3 31 ,S- nV (21 113-6 121- t2] 2 Lal 7 2 2(♦1 I 3(11 T-0 -II 19'- 11) T-1f J SI 2 f3 I 1 S S 7 9' 1 a'-} a'-1 2'- (21 1J-3 a-0 7a J(3) 7 2 ] 3)12(I 6-0• I e'-II la' 6'-1, 1 (,9 t0'-n'(lf J 1 2 J 7 6 1 31 a'-fr n"-0• r_to- ,• (22 3(e z!J 3!6)12 St 30 PST SNOW WAD. 110 MPH,WIND I= (21 „'-T ,e'-p'125 3(61 1 7(3) 3 Lal 1 2(JI 9-0' 6'-Y I a'-O(70 6"-1 iJ'-2-(IJ") J let 7!Jt I l ret I S 9 f-9' ryl'-Y(:') to.-.• 1T-£(35.1 3 la)1 2(3) J(a)l 2(3) 10-0' S'-1 T-11.12p 3'-6 t]'-6-(237 ♦ T)1 7 J ♦ Tl 1 x f3 S I 7-a p-a le T- +i-a'i 2f J - 2 f31 J - 2(31 —To�_0 —8-1 0 (7. 1 fJl +(7)I 1(3) L.r"20=PSR-LIVE/SN07 LOAD. 110 MPH WIND LOAD-- _ ne a'-s 1J-s-tzl ` - 2 t31 i 2 ` • •(_) 1(• •l- 3!•) '^'P-? s-6' IT-I,•(,971 s-6• 1T-5•(22 - 2 a - 2 1 ( f3- T-+ 9 (2J f r-9 115'-a 26 ♦1-1 ](.) +(-11 J IAL 5-0' ++-2 ml. (19 Iv- 1T- I a(' J -, 7 J) J - x I a'd 1 1-9 T-. 191 i-9' 111'-T122' • -1 J a a!- J fay 1 a-0' 1 9'-J no'-7. 70 9-]' 16'-Y(2J7 3f- - -- .�,i• 30 PSF LIVE IAAD, 110 MPH TpID LOAD _ x 3 J - z rn p�-0 I a_J' la'_n"(zo :-J- to-n'v' S r_tl 3 s s(-1'3 rs 1 �"•� 6-0 ,2-a IU-. Iv t3'-e 3t-a (25 3 -) ]Ib 3(-I I x(A e o I ' -0'(Iv7 T-u +:-tt'(z]-I ai- 1 fall a f- 7 PI ,o-, ) a(_)1 2 1.) 9-0 0 (r e'-1, I,a-o(2•I I .!- ]Lal .1-1 3 a1 ¢t7 (26 a(-1 111a I ♦'-! H a-a (11 6 tJ'- (2a 1 5 f- J f3 S(- 3 5 126 a 1-1 11♦1 •1-1 ]I.1 ,a-o' I 3'-f' 17-,1' xi• 3'-f 12'-6'(23"11 3!- 3f3) ! - ] 5 ,.•^•. 9'd e'-3 ,1'-:(IJ-tl e'-5' 1T'-a"(2T7 S 3 ' ( � tl'-O" a_tl ry0'-t f2a t I 6-tt• ,a'-0'(2! 6 f- I](31 6 1-1 ](5) '. 17'-0' •Kama N PARD(nIMS 5 SUM 6 CO-ORCTE CUBE fOOTN°N NOHQ SRL TABLE V DCOW FOR OCSOW�nOl THE FpW NeIa 13 FOR PGS'1S THAT AR C--r p HE)G N N[ort.INE rAe6a N PA/mzn[vs a roR COLUMNS r.r YwaYw ' ♦(\���//'6f) VSEL 1701JTMT 001/TAKE,f7RAWNv iPC-3. 1 , 1 BLE • � TABLE COLUMN SCHEDULE� TABLE •C" : ANCHORAGE TO FOOTING COLUMTyw COLIAIH DFSCP.IPTION YA01 j �AFCEIOR�D=RnMOK lYa 71tC S17_Ta'CEi7M�2 COLuw w/.02a'SOEPLA7E$• 20• 3dBE00Ep 2-3/aNaESS SQ%.02a'f2.NTER COLUMN w/ 7. 2Y 6 1/2Y.032'SOEPLA7ES2 3• 5/3'0 D(PANSON BOLT D49MOED A INCHES Y 50" :.fit }• J u1NIYUu 1125 U9.TENS)O/ �l w/ 2Y 6 t%/2Y.W6'CENTER COLuuN.02a'SOE9LA7E$••. 25_ 5/6•0 EICPANSfY!BOLT EY8010ED 7 iN01E$ ' MINIMUM 7300(g.TEVS04. 2-S6 %2-x CENTER2-So COLUMN w/ 5/B'f DEFORMED HEAD BOLT(HEX SOuARE IGD, j 2Y 6 1/2Y.0.72"9DEPlAIES 2ti• OR ANCHOR B0. EMBEDDED Hl MOHE$NNutIY. •• •USE AT SLAB StPP(XTTD(N}$a<r. ( USE AT QAB SSPOfRD CL POOTB.9.PPCRT D{NITS •OFAK ON BCLTS!HALL TS LLP la-6 CAVO1 51221 PER Rao ER AdV OR R90 EVA7LAnON SERVICE NO 2COGIID COt%v I .•-• ALDO UTH 7Eµ570µ I 1♦d VALLES AS POICA7m THESE BOLTS WT X SUB'S==6DR ESPANbO1 BOLTS 910W f � ` '^ ICB0 EVALUATION SERVICE INC. P.EPORT 1841P TEAS ALUMWUM INDUSTMES. INC. 2800 PATIO DR IVC HOL=x.=0 77017 (717)W-0000 THE PERGOLA PATIO COVER °B'�'R '�' "•"- A7 °`�'°'°"'°®` PPC-4 'MMH.VANCr .LSSOC.�1C A7TACID� DOM m rplw.9 777.17 t.T'ncs rnVifArrif.