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Specifications • • RECEIVED FEB 1 6 2005 CITY OF TIGARD STRUCTURAL CALCULATIEKS1' DIVISION FOR CROWN CARPETS 12230 SW MAIN STREET TIGARD, OREGON FABRIC COVERED AWNING -- A 0 Mope o va No. 4, 12 q13. ; ,o• , , Noiko" EXPIRES: 12 / 31 / 1 :6).4eci —10-3 vcior #50.... ........................ 4 3, nv • - .................. ... MO 03 :01.181191 eaS :( ) ....................... 'ON .LINIEI3d .ui pe .iosep s .10M Eno A11.10 i0j '''''''''''''' p0A0JddV A1113UOMPUO0 ) ''''''''''''''''' ''''''''''''' p9A0.1dclv ) ''''''''''''''''''''' OUVOLL AO A113 Contents Summary 1 Details A - F 2 - 7 Awning Calculations Cl - C3 Awning Analysis Dl- D8 P!!!k@le BERRY-NORDLING Project: AWNING - "CROWN CARPETS" riimrimpo ENGINEERS, INC. Client: NW AWNING Proj. No.: 05-114 CIVIL-STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: COVER 3607 SW CORBETF AVE., PORTLAND OR, 97239.503-227-7783. FAX 503-227-7784. bneng@e-z.net SUMMARY, ....FABRIC COVERED .AWNING. DESIGN CRITERIA 2003. .�NTE1?!`1AT10NAL. BUILDING. CODE ... ... _ Wind 100. MPH.. (3. second .gust) Exp.B Dead . Load .1. pef Live. Load:... Full .Wind .Load. at . Wall. Corner. Zone .... Full .Snow Load .+ Drifting .Snow Load Connections. .to . exis.ting .wood stud..wa There are six (6) new.18' -.0: x 39." .(h) x.36'.'. (p) front entry .awning,. AWNING. DESIGN .INCLUDES 1- ...FuII Design .Wind .Load. +. Dead. Load a. ..Design. of awning. frame work b...DesIgn. or connections to structure 2- .. .Fuld Design .Snow. and. Drift Load. +.Dead Load a...Design. o.f .awning. .frame .work b- ..Design. of connections . to. structure • BERRY- NORDLING Project: AWNING - "CROWN CARPETS" _ ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 ID �� 1 CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: 1 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, RAX 503 -227 -7784. bneng @e -z.net • B TYP ,:.• . .... ,._..._.:. q = :,...,. - - �4- ^� '•. %.rte ..,..• _ - - _ � _ _- �idljC 1 : 1� ii if__. -1 1_F . - . __4 :24"'YA�I iI i MS �O €j I. = - .. -- - 'EjLi_-= __r= : - r r-.1-: , �r t E� - —�� i I I� r _' �� f � ■ _. � _ - - ; r Q�= t =i r r- s} = -rr_r rr : �--• L•� y f.•� vi �1 ■ . i _ ■I /■ €,E =••�!IIF:�, _.•i1•'_:'] L II Li_ 1 _■�!/�F-;�r� �. =A: - =� ==:_ — - - I W%:,��h1 i _M1I «�i •€ ��:'i. 2��. pia H�wA ®,.t :F.1__ - _= _ WEST ELEVATION -- I F I I PR O PO S ED 1 g' - o" t LOA/ C? AWN zne Us \ �.�3 FD PAOFF . 144141 Nee d 1 111 i • Al A AUJNINC� LOCATIONS "" F. NoR . EXPIRES: 12 / 31 / I !!Nnie BERRY- NORDLING Project: AWNING - "CROWN CARPETS" IIIKEIMIN ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: 2 3607 SW CORBETT AVE., PORTLAND OR 97239. 503- 227 -7783. FAX 503 -227 -7784. bneng @e -z.net • ( --(E) BLOCK WALL { 1---.---------------------- O rr O in I /8'ALUMIMUM TUBE (TYP) 3' -0' o/c M AX 3' -0' o/c MAX 3' -0' o/c MAX (TYP) I8' -0't TOTAL AWNING LENGTH PROPes \ t'. I If 49/v IP II OREGON a 5 AWNING I �lG I J. AN ✓ o y N F Nolo EXPIRES: 12 / 31 / 16(7 I e & ®Mil0 BERRY - NORDLING Project: AWNING - "CROWN CARPETS" gur poppip ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D Cl CIVIL - STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: 3 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503 - 227 -7783, FAX 503- 227 -7784. bneng@e-z.net N •71: 1%'d' • L —(E) BLOCK WALL rri I',I rl ' • I`,I 0 r y - 1; I1 r K,l. : 1, -1' x I. x 1' ' ALUMIMUM "xi ' TUBE (TYP) t O I,r. l 1 J ( pi A 0 EQ EQ 31.01 4. \t PR °A. r i Gt'i 44 i Il v r ,o r e e O AWNING SECTION ° y4 �e. , E. NoRO , \ , EXPIRES: 12 / 31 / I gleop BERRY- NORDLING Project: AWNING - "CROWN CARPETS" INIENIMIN ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D, a CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: 4 3607 SW CORBETT AVE., PORTLAND OR, 97239. 503- 227 -7783. FAX 503- 227 -7784. bneng @e -z.net ■ i ---(E) BLOCK WALL — — �- -� 3, \ o I ©: 1 0 TYP 3' -0' o/ M AX 3' -0' o/ MAX 3' -0' o/c MAX • (TYP) I8' -0't TOTAL AWNING LENGTH ��4�� PR O `F s� /o .; $10 4,, • • .• C ,4UIN INC, E L V� 4T I ON ✓ ° yN ► ,e. +1° ' N issor F. NORO EXPIRES: 12 / 31 / 6 I gm■g,@ BERRY - NORDLING Project: AWNING - "CROWN CARPETS" ®C® ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 1 :4, .. L.T. ! CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: 5 3607 SW CORBE7T AVE., PORTLAND OR 97239,503-227-7783, FAX 503- 227 -7784. bneng@e-z.net I • ,j N IN /1 1 ! I o SOLID GROUTED CMU WALL - PROVIDE (1) ANCHOR ADJACENT EACH AWNING FRAME. '\ ': : I; I I I ! :1 I, BRACKET----.4 1`\ % ` 1 5' 1,/ ' , ..4` 1'xl' ALUM. TUBE ANCHORS 3/4 . 3/4 1 I .../ 1 �'' \ „es ,.....-- ---- 0 14 HEX HEAD TEK SCREW I>`' : I �' I "! ��F - - I . " \\• I, I THREADED ROD. DRILL 4 EPDXY • F ' I " > ; I a l,; '../ PER SIMPSON 'SET' (5' EMBED) v 5/16' x I 2' Z- BRACKET I '-.., ; 1 ., I I I p0 NOT CUT EXISTING REINFORCEMENT. ADJUST CONNECTION LOCATION TO AVOID REINFORCING I ".,. A I % N. f HOLLOW CELL CMU WALL - PROVIDE (1) ANCHOR I_. I 1 jI ADJACENT EACH AWNING FRAME, I X • I I /4 , j l t BRACKET BRACKET-----...j 4• 3 ' I '` -.. l I /` . I I' X I' ALUM. TUBE ANCHORS 3 1,.: -'" \,i e 4 I ! f --e'--- X14 HEX HEAD TEK SCREW Z - - I • I 1' I, 1 HILTI WIT -I INSERT ANCHOR • E ' ' / ' EMBED) ,, f'` /I I Ij ' \.. I I ., i 5/16' x 1 Z- BRACKET 1 \; I • ' jI " HILT' HIT HY20 ADHESIVE ANCHOR WI f) PRep8 ,I ' _. ` ■ . WIRE MESH SCREEN TUBE (PER HILTI - I . c. 0 Nee,� c s REQ'MENTS). DODO ., 0 UPPER CONNECTION DETAIL " " E r ' NoaO I EXPIRES: 12 / 31 / C I •111®•• BERRY - NORDLING Project: AWNING - "CROWN CARPETS" PWiKMPIPr ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 ID CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: 6 3607 SW CORBETT AVE., PORTLAND OR, 97239,503-227-7783, FAX 503 -227 -7784. bneng@e -z.net , I\ ; I� / I 1 / •,..I a SOLID GROUTED CMU WALL - PROVIDE (1) ANCHOR , ... ° I \`,, /'' ADJACENT EACH AWNING FRAME. 1 4 , j /\ I ‘2 I:, ` 1 t BRACKET--.,] I 1 , ° f I 451 _ I • t ANCHORS 34'3/4- 1,, % \1 4' I ' 5 /16' x 1 Z- BRACKET :, I` I a K 2 , 1v2'. THREADED ROD_ DRILL 4 EPDXY • 1 r '' :/ ' / PER SIMPSON 'SET' (5' EMBED) Z 1 ..,_ ,..c it,= 1 ....74....... , i . ,,,,, ,.., !!iiili ________________ . ,, 9 ... / ! .7:::.::: i I - ,i( \-,,.i -Nz .__i__. e : .,<./1_12-1, -I t I "' , I I; •14 HEX HEAD TEK SCREW # L. `.I - I '/ I' x I' ALUM. TUBE ► I I I ` \ ` r p0 NOT CUT EXISTING REINFORCEMENT_ ADJUST CONNECTION L_`�______1__ __— _� -__J LOCATION TO AVOID REINFORCING ',/ , r '% ;; d HOLL CELL CMU AL WL - PROVIDE (I) ANCHOR I % I I \'-;/ I ADJACENT EACH AWNING FRAME. x ., I K ; I t BRACKET — I I !///\- I ANCHORS ' . ► 4' ` ;J: x 5/16' 1 Z- BRACKET 3 4' 13/4' .4 �1 � Ic lk2'0 HILT! HIT -I INSERT ANCHOR 4 r(4. jjI ( _ .. - - - -- I % � Z I. , 1 , i r --- - - - - -- ; ■11111 - - - - - - I 'X I I.. /, I 2 az _ . , X T ;; F " -•14 HEX HEAD TEK SCREW ' I in i \ - / i I' x I' ALUM. TUBE ' j" : HILT! HIT HYZO ADHESIVE ANCHOR W/ . `�� FAOFF L___'�_— __�__— ___.-_-i_' ..J WIRE MESH SCREEN TUBE (PER HILTI -I _c s'A / 0 REQ'MENTS). A .0 107 i g, 6 li 0 . 'I t LOWER CONNECTION DETAIL ✓ ° y a Y ��� E. NORM I EXPIRES: 12 / 31 / dr. , ■s®®• BERRY - NORDLING Project: AWNING - "CROWN CARPETS" pomirr ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D ❑ CIVIL- STRUCTURAL Date: FEBRUARY 2005 By:. SAE Sheet No.: 7 3607 SW CORBETT AVE., PORTLAND OR. 97239.503- 227 -7783. FAX 503- 227 -7784. bneng@e-z.net 1 . ' .. .AitigiCtregTEEIA • . .... . .ALL. MEMBERS. TO. BE: FABRIC. AWNING. DESIGN .REQUIREMENTS l' x . I! .x..Y. ALUMINUM TUBE I a 0.051. tn I... WIND. .LOAD FRAME .WORK LCI S x 2 0.114 tr? CONNECTIONS 2. _SNOW. LOAD ......... FRAME .WORK LC2 ... MEMBER .CONNECT IONS. TO. BE; CONNECTIONS WELDED. ALL AROUND . . . .. STANDARD. AWNING SIZE _ t' -6 ' I .• :. It :11.5' • ...... - - ...... /: (TN I .. ... .. . 3 ' '9 2 LOOI ili N.(n.5 s..5) ill 1(35,12) .... cm ........... A I . 2 -. ii • IS . 1, • . (0; 0Y - (350) I 3'-0' I iiiikikao BERRY-NORDLING Project: AWNING - "CROWN CARPETS" Plir*Orrilii ENGINEERS, INC. Client: NW AWNING Proj. No.: 05-114 11) C1 CIVIL-STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: CI 3607 SW COIRBETT AVE., PORTLAND OR, 97239,503-227-7783, FAX 503-227-7784. bneng@e-z.net . . • • • • iC2a2gra-2311FALA • • FULL: WIND. LOAD LCI ....LOADING CRITERIA .... FULL .SNOW. LOAD... LC2 ... . • • .... ..DL iIIIIIIIIIIIIInhIiIIlIi3pIr .. (CUTLUARD) 2 213.. per ... 64.0 .. plr SNOW . ff..25.pec 62.5. DRIFT. fx..54. par ..x. 3!70 a 42 par • x • rx..inimunimummi . .3„plr 162. plf a 126 plf• WL. 31 - If 40 .... SNOW .+ 11111101111111111111111 Pir 44, . DRIFT •NN 110 • 4 4 P $Ple 64 plf Ali A(111141 L63242,1e4tillsgtlling Sx .0J14 in x 1'. x. 46' .ALUMINUM T.U1SE Sx .g. 0_114. In ... Maximum .5ending. Moment IS. .f.t.T11:::3 .... Maximum . Bending. Moment 02. Ct., lbe ................. F 23 . ft.-. lbs . ■ 12. /. 0.114. In ;!=. . 62..4 ribs .12 ./.0.114 in Is 2;421 .par 6,521. pet F0 c 16000 .pei /. 1.6S .(Fya iny) . F0 el 1iPp0e.0 4,131 I. 1.65 (Ftje ny) • S . pet 9696 . psi BENDING. - BENDING. OK- 7 REACTIONS REACTIONS 14 T 101 359 T A -6- 714.5 n 452 130 T El 356 c El 130 J364 . . . . •E•• BERRY-NORDLING Project: AWNING - "CROWN CARPETS" ENGINEERS, INC. Client: NW AWNING Proj. No.: 05-114 E) 1 CIVIL-STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: C2 3607 SW CORBE7T AVE., PORTLAND OR, 97239.503-227-7783, FAX 503-227-7784. bneng@e-z.net CONNECTIONS • LGI 'tact T a 130 ibis LCL ono...... T ... ... 130 be V = 130 jbe LC2.... T o 356 Ibe . . ICI- T LC2 .... eNau T Q 356.... lbe ' a ... e.... 0- Z5. ... ....... V = 452.... Ibs 1 • 1 t = 0.1325 in 1 /2'm THREADED ROD w� I w... s....15 fn DRILL 4 EPDXY PER HILTI HY20 HIT -I t. Z -CLIP (4' EMBED) F a 130..0. .16.,000. pet ./. Ib5.. cu ...r- n = 12,606. pst .133 z 16,166. pet 1 ... LC1 TALL ... _ ...1,160... Ibe ...... -SEE .ATTACHED - T 130 lbs a 0.75 VALL = 1,635 .. jbe #clips 1 't' 5/16 130 the 130 Ibe Tnet 130 lbs .d 1 1/2" e + Section Property 1,160 Ibs 1635;,. S= 1.5'0.313^2/6 (w t / 6 = b & / 6) = 0.0244 m ^3 e 0.192... < . .100. -ok- Fb = 1.3 • 16,000 psi • 1.33 / 1.65 . . = 16,766 psi enio M = 130 lbs • 0.750 in • LG2 TALL ....4...1 Ibs - SEE .ATTACHED- = 98 m -Ibs • VALL ... C 1 ,6 35 ... be Tb = 98 in -Ibs / 0.0244 u "3 • - = 3,994 psi ok 356 Ibe 452 lips Use 5/16" :1 1/2" Z -CLIP a 1,160 be 135 Ibe 356 lbs a 0.75 ,6 #cl�s 1 • • ti' 5/16 = 0583 < 1 .00 -ok-.. ..... .... Tnet 356 lbs W 1 1/2" - Section Property S= 1.5' 0.313 ^2 /6 (wt =bd2 /6) = 0.0244 in ^3 Fb = 1.3. 16,000 psi / 1.65 = 12,606 psi .... Tension M = 3561bs • 0.750 in = 267 in Ibs fb= 267in4bs /0.0244m ^3 = 10,936 psi ok Use 5/16" a 1 1/2" Z -CLIP ® ® ®� BERRY - NORDLING Project: AWNING - "CROWN CARPETS" ri7rwirril ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D I a CIVIL - STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: C3 3607 SW CORBETT AVE., PORTLAND OR. 97239, 503 -227 -7783. FAX 503 - 227 -7784. bneng @e -z.net I . • Snow Drift Analysis Snow Load Design Data Pf 25.0 psf Drift Type Lower Structure , Upper Roof Pitch 0 /12 Pg 25.0 psf Input Data Wb upper 87.0 ft. Pg - Basic Snow Load Wb lower 3.00 ft. Wb - Upper Roof Dimension S 0.0 ft Wd - Surcharge Dimension hr 12.00 ft. S - Horizontal Spacing Between Roofs hr - Vertical Spacing Between Roofs Wd 12.54 ft. Drift Surcharge Only Considered When Drift Surcharge Applies ? (hr -hb) / hb > 0.2 7.28 Yes hd = (0.43 (W b ^(1/3)) ((Pg + 10)^(1/4)) - 1.5) 3.13 ft. hb = Pf/ D 1.45 ft. D = 0.13Pg + 14.0 <= 35 pcf 17.25 pcf SUMMARY Drift Surcharge No Sliding Snow Pm= D(hd +hb) < =Dhr 79.1 psf - Base (Pf) 25.0 psf Drift = Pm - Base 54.1 psf 79 Drift at Lower Roof Edge 41.1 psf 66 ® ®� ®� BERRY- NORDLING Project: AWNING - "CROWN CARPETS" r**Iriiirri ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D a CIVIL - STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D1 3607 SW CORNETT AVE., PORTLAND OR, 97239,503-227-7783, FAX 503 - 227 -7784. bneng @e -z.net Components and Cladding Wind Loads Using ASCE 7 -02 Method 2 for h <or- 90 ft Kd: 0.85 V (mph): 100 roof "-" GC " +" GC "4 +" GC walls " -' GC " +" GC "-1 +" GC lei 1.0 zone 1 -0.90 • 0.50 ' 0.00 zone 4 -1.10 1.00 0.00 Trib (ft 10 zone 2 -1.70 ' 0.50 ' 0.00 zone 5 -1.40 1.00 0.00 _ pitch (#112): 1.5 zone 3 -2.60 ' 0.50 ' 0.00 Open Building ROOF WALLS Exposure B zone 1 zone 2 zone 3 zone 4 zone 5 Height (ft) K t1, (Psf) " +P" (psf) " -P" (psf) " +P" (psf) "-P" (psf) " +P" (psf) "-P" (psf) " +P" (psf) " -P" (psf ) " +P" (psfl "-P" (psf) 0-15 0.70 15.2 7.6 -13.7 7.6 -25.9 7.6 -39.6 15.2 -16.8 15.2 -21.3 20 0.70 15.2 7.6 -13.7 7.6 -25.9 7.6 -39.6 15.2 -16.8 15.2 -21.3 25 0.70 15.2 7.6 -13.7 7.6 -25.9 7.6 -39.6 15.2 -16.8 15.2 -21.3 30 0.70 15.2 7.6 -13.7 7.6 -25.9 7.6 -39.6 15.2 -16.8 15.2 -21.3 35 0.73 15.9 7.9 -14.3 7.9 -27.0 7.9 -41.3 15.9 -17.5 15.9 -22.2 40 0.76 16.5 8.3 -14.9 8.3 -28.1 8.3 -43.0 16.5 -18.2 16.5 -23.2 50 0.81 17.6 8.8 -15.9 8.8 -30.0 8.8 -45.8 17.6 -19.4 17.6 -24.7 60 0.85 18.5 9.2 -16.6 9.2 -31.4 9.2 -48.1 18.5 -20.3 18.5 -25.9 70 ' 0.89 19.4 9.7 -17.4 9.7 -32.9 9.7 -50.4 19.4 -21.3 19.4 -27.1 80 ' 0.93 20.2 10.1 -18.2 10.1 -34.4 10.1 -52.6 20.2 -22.3 20.2 -28.3 90 ' 0.96 20.9 10.4 -18.8 10.4 -35.5 10.4 -54.3 20.9 -23.0 20.9 -29.2 'h/w <or= 1.0 , and roof slope <or= 2:12 qz =.00256x K xK xV I (ASCE1 Eq. 6-15) K 10 -P• q,,( -GC q,,(+GC (ASCE1 Eq. 6 -22) +P • g - q -GCp,) (ASCE1 Eq. 6 -23) 11111111®0 BERRY- NORDLING Project: AWNING - "CROWN CARPETS" ppKppoopi ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D Cil CIVIL - STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D2 3607 SW CORBETT AVE., PORTLAND OR 97239. 503 -227 -7783, FAX 503- 227 -7784. bneng @e - z.net TS 1.0x1.Ox0.125 X 1.00 Y 1.00 tf 0.125 hoc 0.057 in Sxx 0.114 in Centroid Location Max Boundary Distance Iyy 0.057 in x 0.500 in x 0.500 in Syy 0.114 in y 0.500 in y 0.500 in Section Section Section Dimensions Centroids Area A d I xx - Iyy x y x y Ax Ay x y xx yy in in in in in 2 In 3 in 3 in 4 in 4 in 4 in 4 1 0.125 1.000 0.063 0.500 0.125 0.008 0.063 0.000 0.024 0.010 0.000 2 0.125 1.000 0.938 0.500 0.125 0.117 0.063 0.000 0.024 0.010 0.000 3 0.750 0.125 0.500 0.063 0.094 0.047 0.006 0.018 0.000 0.000 0.004 4 0.750 0.125 0.500 0.938 0.094 0.047 0.088 0.018 0.000 0.000 0.004 SUMMATIONS 0.438 0.219 0.219 0.036 0.048 0.021 0.0091 •s'•• BERRY - NORDLING Project: AWNING - "CROWN CARPETS" NNIK pow ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D3 3607 SW CORBETT AVE.. PORTLAND OR. 97239,503-227-7783. FAX 503- 227 -7784. bneng @e -z.net RAM RAM Advanse • File : C:\ Engineer \RamAdvanseEng \Data1Awnings100 -000 Awning Template.AVW Units system :. English Date : 2/1012005. 5:58:54 PM Geometry data Node • X Y Z Floor [in] [in] [in] 1 0 39 0 0 3 0 0 0 0 4 17.5 25.5 0 0 5 35 12 0 0 6 35 0 0 0 I Restraints • Node TX TY TZ RX RY RZ 1 1 1 . 1 0. 0 0 3 1 1 1 0 0 0 Members " Beam NJ NK Description Section Material - 1 1 4 TA 1.0x1.0x0.125 6063 -T6 2 4 5 TA 1.0x1.0x0.125 6063 -T6 3 1 3 TA 1.0x1.0x0.125 6063 -T6 4 3 4 TA 1.0x1.0x0.125 6063 -T6 5 3 6 TA 1.0x1.0x0.125 6063 -T6 6 .5 6 TA 1.0x1.0x0.125. 6063 -T6 . 7 4 6 TA 1.0x1.0x0.125 6063 -T6 • BERRY - NORDLING Project: AWNING - "CROWN CARPETS" � "= 4 ` .c,. ENGINEERS, INC '' .'s yi ,', Client: NW AWNING Proj. No 05 -114 D a - > CIVIL - STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D4 3607 SW CORBETT AVE., PORTLAND OR. 97239. 503 - 227 -7783. FAX 503- 227 -7784. bneng @e-z.net . FM Ram RAM Advanse File : C:1 Engineer \RamAdvanseEng1DatalAwnings100 -000 Awning Template.AVW Units system : English Date : 2/11/2005 9:22:02 AM Load data GLOSSARY Comb : Indicates if load condition is a load combination (1= load combination. 0 = load case) Load conditions Condition Description Comb. Category dl Dead load 0 wl Wind Load 0 sl Snow Load 0 Distributed force on members vi Y2 ' dl I I d2 1 Condition Member Dirt Vail Va12 Dist1 % Dist2 % [Lb/ft] [Lb /ft] [in] [in] dl 1 Y -3 -3 0 0 100 1 2 Y -3 -3 0 0 100 1 wl 1 2 64 64 0 0 100 1 2 2 64 64 0 0 100 1 sl 1 Y -237 -219 0 1 100 1 2 Y -219 -201 0 1 100 1 ®III®MO BERRY- NORDLING Project: AWNING - "CROWN CARPETS" rrrri ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D D CIVIL - STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D5 3607 SW CORBETT AVE.. PORTLAND OR, 97239, 503- 227 -7783, FAX 503 -227 -7784. bneng @e -Lnet Maximum forces at members • Condition : LC1 =dl +wl Axial Shear V2 Shear V3 Torsion M22 M33 [Lb] [Lb]. [Lb] [Lb *ft] [Lb *ft] [Lb*ft] MEMBER 1 Max -15.84 48.36 0.00 0.00 0.00 22.62 Min -18.51 -66.06 0.00 0.00 0.00 -12.45 MEMBER 2 Max 54.97 64.07 0.00 0.00 0.00 22.12 Min 52.30 -50.34 0.00 0.00 0.00 -10.91 MEMBER 3 . Max 0.00 -2.68 0.00 0.00 0.00 2.38 Min 0.00 -2.68 0.00 0.00 0.00 -6.32 MEMBER 4 Max 156.86 0.88 0.00 0.00 0.00 1.41 Min 156.66 0.88 0.00 0.00 0.00 -0.86 MEMBER 5 Max 39.09 0.29 0.00 0.00 0.00 0.97 Min 39.09 0.29 0.00 0.00 0.00 0.13 MEMBER 6 Max 71.80 10.66 0.00 0.00 0.00 9.48 Min 71.80 10.66 0.00 0.00 0.00 -1.19 MEMBER 7 Max -87.12 -0.55 0.00 0.00 0.00 1.06 Min - 87.12 -0.55 0.00 0.00 0.00 -0.37 Condition : LC2 =d1+sl Axial Shear V2 Shear V3 Torsion M22 M33 [Lb] [Lb] [Lb] [Lb*ft] [Lb*ft] [Lb*ft] MEMBER 1 Max 551.31 190.82 0.00 0.00 0.00 37.00 Min 292.14 - 145.14 0.00 0.00 0.00 -65.17 MEMBER 2 - Max 100.00 133.17 0.00 0.00 0.00 28.90 Min - 138.92 - 176.55 0.00 0.00 0.00 -61.36 MEMBER 3 Max 0.00 8.12 - 0.00 0.00 0.00 18.97 Min 0.00 8.12 0.00 0.00 0.00 -7.42 MEMBER 4 Max - 438.14 -3.26 0.00 0.00 0.00 3.74 Min - 438.14 -3.26 0.00 0.00 0.00 -4.73 MEMBER 5 Max - 102.64 -0.71 0.00 0.00 0.00 , -0.57 Min - 102.64 -0.71 0.00 0.00 0.00 -2.69 MEMBER 6 Max - 190.29 -28.66 0.00 0.00 0.00 3.20 Min - 190.29 -28.66 0.00 0.00 0.00 -25.43 MEMBER 7 Max 230.61 0.98 0.00 0.00 0.00 -0.07 Min 230.61 0.98 0.00 0.00 0.00 -2.63 ® BERRY NORDLING Pro AWNING - "CROWN CARPETS" kir at ENGINEERS, INC. � Client: NW AWNING • Proj. No.: 05 D. C CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D6 3607 SW CORBETT AVE., PORTLAND OR. 97239, 503 -227 -7783, FAX 503- 227 -7784. bneng @e -z.net s ... . RAM Advanse File : C:\ Engineer \RamAdvanseEng\Data1Awnings \00 -000 Awning Template.AVW Units system : English Date : 2/11/2005 9:27:51 AM Analysis Results Reactions My y X '1 F Y Mx Z Fx 'c FZ �--� : t..m Direction of positive forces and moments Forces !Lb] Moments 1Lb•ft) Node FX FY FZ MX MY Condition LC1 =d1+wl 1 - 14.31974 - 47.96425 0.00000 0.00000 0.00000 0.( 3 - 129.68026 - 129.95241 0.00000 0.00000 0.00000 0.( SUM - 144.00000 - 177.91667 0.00000 0.00000 0.00000 0.( Condition LC2 =d1 +sl 1 - 355.98774 451.66464 0.00000 0.00000 0.00000 0.( 3 355.98774 363.80968 0.00000 0.00000 0.00000 0.( SUM 0.00000 815.47432 0.00000 0.00000 0.00000 0.( • ® ®®®® BERRY - NORDLING Project: AWNING - "CROWN CARPETS" ., ,WWIN ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D DI 1 CIVIL- STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D7 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, FAX 503- 227 -7784. bneng @e -z.net - Anchoring Systems 4.2.3 HIT HY20 for Masonry Construction T0 ; HIT HY20 Allowable Loads for Threaded HIT A Rods in Hollow Concrete Block, I t Lightweight Concrete Block, Brick with Holes, Clay Tile" HIT A Short 2" (51mm) Embedment HIT -A Standard 3 3 /e" (86mm) Embedment Anchor Anchor Diameter L/W or N/W Hollow Concrete Block Brick with Holes Clay Tile Type in. (mm) Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) - 1 /4* 255 340 365 305 130 100 (6.4) * (1.1) (1.5) (1.6) (1.4) (0.6) (0.4) HIT -A 5 /16 370 505 565 530 150 220 Rod (7.9) (1.6) (2.2) (2.5) (2.4) (0.7) (1.0) _ Anchor 3 /e 525 790 775 930 150 220 (9.5) (2.3) (3.5) (3.4) (4.1) (0.7) (2.2) 1 /2 525 1230 775 1375 150 500 (12.7) (2.3) (5.5) (3.4) (6.1) (0.7) (2.2) • 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile. 1. Based on using a safety factor of 6 for tension and 4 for shear. 2. Due to wide strength variations encountered in masonry, these values should be considered as guide values. TO HIT HY20 Allowable Loads for Threaded HIT I Inserts in Hollow Concrete Block, Lightweight Concrete Block, Brick with Holes, Clay Tile'' "Wm Ism HIT Short 2" (51mm) Embedment HIT Standard 3 3 /e" (86mm) Embedment Anchor Anchor L/ Diameter W or NIW Hollow Concrete Block Brick with Holes Clay Tile Type in. (mm) Tension Shear Tension Shear Tension Shear lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) "w% 14 screw 240 510 300 530 85 150 (6.4) * (1.1) (2.3) (1.3) (2.4) (0.4) - HIT -I 5 /16 400 780 585 750 175 220 Insert (7.9) (1.8) (3.5) (2.6) (3.3) . ) (1.0) Anchor 3 /e 400 1425 1160 1380 185 435 (9.5) (1.8) (6.3) ` (5.2) (6.1) (0.8) (1.9) 1 /2 400 1800 1 1160 1635 1 185 500 (12.7) (1.8) (8.0) (5.2) (7.3) (0.8) (2.2) • 1/4" anchor diameter installed at 2" embedment in brick with holes and clay tile. 1. Based on using a safety factor of 6 for tension and 4 for shear. 2. Due to wide strength variations encountered in masonry, these values should be considered as guide values. Anchor Spacing and Edge Distance Guidelines Influence of Anchor Spacing and Edge Distance Brick with Holes and Multi -Wythe Hollow, Normal Weight and Brick Walls Lightweight Concrete Block Spacing: Spacing: s = s = Two (2) complete bricks in any direction s = s. = One (1) anchor per block cell Edge Distance: Edge Distance: c = c .= Two (2) complete bricks, or 16 inches c = c =12" (305 mm) minimum from free edge (406 mm) in any direction (whichever is less.) ®® ®®® BERRY - NORDLING Project: AWNING - "CROWN CARPETS" rwrwliiii ENGINEERS, INC. Client: NW AWNING Proj. No.: 05 -114 D_ Cl CIVIL - STRUCTURAL Date: FEBRUARY 2005 By: SAE Sheet No.: D8 3607 SW CORBETT AVE., PORTLAND OR 97239.503- 227 -7783. FAX 503- 227 -7784. bneng@e-z.net