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HomeMy WebLinkAboutB16-2499 000-000-000• ti ' s' r' °a o= zw zy s szGWz Qp LL_ 0 O t o&dao w .m .. [� W :ymh a z p O • ♦ .- r.'• " M r . r . °_ - - V'r J a W o a •. n�/ w U W • • . - ' Nrn'wQ L.� p W W ,_ ,• . •' i 4 ik �, , *° • .. .aWw"'III O. Z •\ OLL,>„��2 O / . r H AYDEN WA55E� � r - - -4 f °�Q���p oLLJ ` 2za2 d ED ,.. .7G3 GRACE ROAD,'.0 t F a�az�oo 0 ;�a��a p i GRI D LEY CA 959,48 , NO2LLN Ww~ NQo rn L7 p F¢ • — — 'rLn- _ l W J Z 685 30. 11w6i- 2' DESIGN NOTES. , . a •.. DESIGN CRITERIA G. DRAWININDEX'- . "~LLi o<o Z m. o�Z�?ir �aQ Z I,�. ALL CONSTRUCTION,SHALL BE PROVIDED IN ACCORDANCE WITH •PREVAILING CODE: CBC 2013 (IBC 20 12), I ..'.. COVER SHEET' �1w¢ow W _ > z ,{ waw az W •• > W E PO ) ter• r'',r. TN z W�' < Q H CBC 2013, IBC 20 1.2, ASCE 7-10,-. OSHA, AISC 3GO, AWSD 1. 1 USE GROUP U (CAR RTS BARNS w _ 'RISK CATEGORY: I - - ` 2 ........ ELEVATIONS - O �.c=n o 0 0 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. .,: i. ILOAD (D) ` . = 2 y0 SF '. . - 3 .. FOUNDATION. DETAI _ D P • �;2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON DEAD r 2. ROOF LIVE/SNOW LOAD (Lr) 1 Lr 20,P5F . - ' FOUNDATION DETAILS SHEET.; 3. SNOW LOAD (S) ° 4 ....: FLOOR PLAN DETAILS 0�> 5 ,w _ _� '. GROUND SNOW LOAD �P O,PSF• • S 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE' ' 9`. �� �° o o IMPORTANCE FACTOR 15 = 0.80 .. -, 5 ........ FRAME SECTION DETAILS 5. 0:4 SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 4. WIND LOAD (W).1w o X o ' DESIGN WIND SPEED' Vult'= 1 05•MPH G .'...�. SIDE WALL FRAMING I DETAILS 7 e m` �" 4. ALL SHOP CONNECTIONS'SHALL`BE WELDED CONNECTIONS. a EXPOSURE' C s s' r� - Z o 5. ALL FIELD CONNECTIONS SHALL BE # 12,(1/4"X 1 ") (E5R-2 19G) OR , 5. SEISMIC LOAD (E) ,� - 7A .`...... END WALL FRAMING ' Q r- 0 00 O� �`\ APPROVED EQUAL.' - SDs/SD 1 0.487/0.292 ,�� - _ Q d �� DESIGN CATEGORY D y7 78.....'.. END WALL,DETAILS G. STEEL SHEATHING SHALL BE.29GA. CORRUGATED GALV. OR, IMPORTANCE FACTOR le = 1.:00`,' " - PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80K51) OR EQ. LOAD COMBINATIONS: r - •. , .r, b , //� SEAL:, . 7 ALL STRUCTURAL LIGHT GAUGE TUBING -AND CHANNELS SHALL,BE I . D + (Lr OR S) - •. + ; _ ��(_ ' GRADE 50 STEEL. 2. D +'(O.GW OR-t0.7E) - 3. D +,0.75 (O.GW OR ±0.7E) + 0.75 (Lr_OR S) BUTTE 5. 8. STRUCTURAL TUBE TS2 1/2"X2 I/2" - 14GA. IS EQUIVALENT TO 4.•O.GD + (O.GW OR ±0.7E) 's' ' » T52 1/4"X2 1/4 - 1 2GA AND EITHER ONE MAY BE USED IN LIEU _, `" ;,- .'�:`' r CO[JNTY ` ��Q- CIVIL, t�`y PERMIT 9—e)(6- OF THE OTHER.OMAR _ - - ;NOV.1 ZO�6 w m " BUTTE COUNTY DEVELOPMENT SERVICES 0� U-YASEIN X 9. 1 2GA IS DEFINED AS 0.109" THICKNESS. 14GA IS DEFINED AS �' + REVIEWED FOR DEVELOPV[ENT s 0.083" THICKNESS. 2GGA IS DECODE COMPLIANCE FINED AS O:O 19" THICKNESS.- '. ' - • r SE[Z\/[('ES C73389 �. 3• r • ' r , �I�R' �» s 9rF �0- 29GA IS DEFINED AS 0.01 5" THICKNESS. DATE y B _Q ' OF CAS 10, INSERTED POST: INSERT FULL LENGTH * FIELD BOLT W/ # 12X I " FASTENERS (E5R-2 196) @ 12" C/C STAGGERED OPPOSITE FACE. . ", EXPIRES: 12/31/2016 - 1DATE SIGNED: OCT 25 2016 _ 2.0.313.0 N TOP OF CONC.- 301-011 Ir FRONT END WALL ELEVATION SCALE: 3/32 1' o N TOP OF CONC. 30'-0" BACK END WALL ELEVATION SCALE: 3/32" : P TOP OF CONC. LEI=T SIDE WALL ELEVATION SCALE: 3/32" : I' TOP OF CONC. 'i 50'-0" 1 RIGHT SIDE WALL ELEVATION SCALE: 3/32" : P SEAL: OFESS/O�` CIVIL F� D 0 A. m � ABU-YASEIN X PERMIT # C73389 S BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR �TFOF cAv CODE COMPLIANCE DAT—BY EXPIRES: 12/31/2016 DATE SIGNED: OCT 25 2016 O Z w w p Z co (D Q Z r` w � m ,. Lu It m Q O • Z: co m 0 0 � � ,. N N mJ <n � � 300 v O ° Z } m ii+ O 0,X6 H0 U OZ am�ti Y QQ\ O w W Z L ((Do st►b Z` / W d U � O J Q W U O W O J m p CD O IL.Q oC m 2 N O w N — SEAL: OFESS/O�` CIVIL F� D 0 A. m � ABU-YASEIN X PERMIT # C73389 S BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR �TFOF cAv CODE COMPLIANCE DAT—BY EXPIRES: 12/31/2016 DATE SIGNED: OCT 25 2016 Z w w p Z (D m Z = w It w Q O Z: co 0 0 0 ca Lo 300 v ii+ O 0,X6 c� am�ti Z L ((Do st►b GQ► SEAL: OFESS/O�` CIVIL F� D 0 A. m � ABU-YASEIN X PERMIT # C73389 S BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR �TFOF cAv CODE COMPLIANCE DAT—BY EXPIRES: 12/31/2016 DATE SIGNED: OCT 25 2016 FOUNDATION NOTES: I . MIN. SLAB SIZE SHALL BE 30'-5 1/2" X 50'-5 1/2" 2. CONTROL JOINTS SHALL BE.PLACED 50 AS TO LIMIT MAX. SLAB SPANS TO 20' IN EACH DIRECTION. 3. CONCRETE ANCHORS SHALL BE LOCATED AS SHOWN ON THE FLOOR PLAN (SEE SHEET 3). . 4. MIN. EMBEDMENT DEPTH OF ANCHORS TO BE 4 3/8". 5. ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS. 6. ALL ANCHORS TO DE A307 EQUIVALENT OR BETTER. 7. DEPTH OF SLAB TURN DOWN FOOTING SHALL BE GREATER THAN FROST DEPTH SPECIFIED PER LOCAL CODE. 8. ASSUMED SOIL BEARING CAPACITY 15 TO BE A MIN. Of. 1 500 P5F. 9. CONCRETE STRENGTH TO BE A MIN OF 2500 P51 @ 28 DAYS. BASE RAIL MEMBER -•- 2 1/4" 5Q. X 12GATUBE COLUMN P05T 2 1/2" 5Q. X 14GATU15E W/ 51DE COLUMN POST 2 1/4 5Q. X 12GATU13E INSERT END COLUMN P05T 2 1/4" 5Q. X 1 2GATUBE } m < F- 5/8"0 X 7" EXPANSION / WEDGE BOLTS - ANCHOR'A' PER E5R-2526 MAX. G" 50'-5 ? FOUNDATION PLAN SCALE: 3/32" : I' SEAL: COLUMN P05T ANCHOR Lu J BASE RAIL } m < F- U) 0 0 0 Q� — CZ Ln LU m 4 P v �U CD N _ m v, J Q N _ u� —1 Q —j v. U t\ wO 0z m 51DE ELEVATION Q/-2 00 W �w 0 O W^ -Wi MIN. 4" Q U MIN. 4" EDGE DISTANCE COLUMN POST lo EDGE DISTANCE w Z oU0-C)U) 2-7/8" x 1- 112" NOTCH CONCRETE SLAB - O Z Q ANCHOR MIN. 4" THICK 0 Um n ° BASE RAIL i I _ �;f GRADE ,GXG - W2.0 X 4 GRADE a ° .8 - Q - W2.0WWF UN Li N w UN (3) #4 REBAR z z CONT. 12" ww 1 2" w w p ALT. 'NOTCHED DETAIL o 3 FOUNDATION DETAIL l (A) I III SCALE: 3/4": P 50'-5 ? FOUNDATION PLAN SCALE: 3/32" : I' SEAL: 0 O LU z Q ZW O Lu J 0 Z Z Q } m < F- U) 0 0 0 Q� — CZ Ln LU m w Om �U CD N m u� —1 Q —j t\ wO W m 00 W Z O W^ -Wi Y U w W / L.� O w w Z oU0-C)U) O Z Q �z o0w 0 Um m O u- Q N Q Li N w � O 0 LU z Q ZW O Lu J 0 Z Z Q } m < F- U) 0 0 0 �OQ�OFESS/pvv_` CIVIL 62 w OMAR A. m r 4 0� U-YASEIN X PERMIT # J �+ C73389 _. �• BUTTE COUNTY DEVELOPMENT SERVICES ATF OF CAvf REVIEWED FOR CODE COMPLIANCE DAT \--U BYAQ "�" EXPIRES: 12/31/2016 DATE SIGNED: OCT 25 2016 ND> D z rn N O PZ Q C 0 D = 000 O -0 rn 70 O N M. O D m > FTiC DD z rn U iii . \_ F W N �O w C D n 0 �� w - O rn_D r O � o N cz W im _O 70 � rn- : o0 c c D _U'i r- _ 0 0 Z N M. 70 rn N OWNER: LOCATION: 17G3 GRACE ROAD HAYDEN WA55ER GRIDLEY, CA 95948 SHEET TITLE: FLOOK PLAN ANCHOK5 DRAWING NO.: MBDF37D7BOE PROJECT NO.: 233-1'G-1440 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 4 0F; 7 O m > FTiC z N O U rn rn 70Q W N �O w C D n 0 OOD w rn_D r Z^� o N cz im C) 0 70 (JJ o cn D m rn rn O = rn U0 C rn q C7 :4 UZIw 5'-O" 4 SPACES @ GO" = 20'-0" 5'-0" - m X D m o o 30'-0" MMC z Oma ° �� � 7 Mm -VOr0 r - rn nMZ rn W m � rn 70 70 rn N OWNER: LOCATION: 17G3 GRACE ROAD HAYDEN WA55ER GRIDLEY, CA 95948 SHEET TITLE: FLOOK PLAN ANCHOK5 DRAWING NO.: MBDF37D7BOE PROJECT NO.: 233-1'G-1440 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 4 0F; 7 m U REG W N �O w C D n 0 OOD w rn_D r Z^� o N cz im 70 rn N OWNER: LOCATION: 17G3 GRACE ROAD HAYDEN WA55ER GRIDLEY, CA 95948 SHEET TITLE: FLOOK PLAN ANCHOK5 DRAWING NO.: MBDF37D7BOE PROJECT NO.: 233-1'G-1440 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 4 0F; 7 N rM ) ' 'o` n n N rn O 70 70 . h rn "may � • '' . .. N 70-nN - Nrn r rn U) 70 ' - 70rn Nrn. rn D r(� Crnrn_, .� C rn N rn N N p C :t 70> > =- Q rn c- C,Z� Z �—NIFn �� OrNNC U)r-0 rn rn rX0 •rnrn x" 0 —rnZi rn C D s _ —rl z. —Zi rn O rn q. ` y �, 7 rn U 70 rn —� �N1cC n \ Z 00 rn rnni O rn 1 70O 70 7 rn C rn Q -n r C (7)0 r rn rrnn (j) rn z 70 7 rn Z 7 rn �, x n rn rn z 70 N rn rn r N N, � LP N N FN N - N N- Z � X N � � � � N • 1. Cn • • .. „ fJ xY 0 p .. 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N ' a 07 r � � _ F, •. �^- t'.. .. . . is • C — Y • rTl 03 rn C•1 - �rn�-ror D rn rn D D r = / 'D �• / G)G7.rnCO D _ / �.M W _ al . rn < r• 70,0 rn rn0� /' / MI - �,.7-1 J�3 rn �D 'rn D O i n / Ffl X10 A -am - or 21-011, A Cn ' •. - M' . , 0 m' REGIS ' M � .. y5 FR X �y W O �R IC OWNER: LOCATION: 1763 GRACE ROAD,, CO) o I o '\9Z HAYDEN WASSER ;'GRIDLEY, CA 95948- -4 w D 0 ��� n N ; c o > � Z D �.` �` r SHEET TITLE: FRAME SECTION � DETAI LS 1 x233-16-1 r DRAWING NO.:+ y M5DF37D750E PROJECT NO.:' 440 ' ,; 457 N. Broadway, Y DRAWN BY: AA _ CHECKED BY: - �' • ' . Joshua, TX 76058 . ' 1-866-730-9865 DATE: 10/25/201 6 SHEET NO.: 5 OF 7 '' 8 SPACES @ GO" = 40-0" 5'-0" PURLI 2 G COLUM POSTS BASE RAIL 'I-I�101ell�I�I�I-ISI @ - - 5-O O Ilk m BASE RAIL AS SHOWN CONNECTOR SLEEVE 2" SQ. X 1 2GA TUBE PURLINS U UJI- o z COLUMN-BASE DETAIL Q a Q m I z r - COLUMN POST � - SCALE: 3/4": 1' LL - Lu m O U U z MF, BASE RAIL C7 Q ,m ,i G" SLEEVE WELDED TO c p J BASE RAIL AND • (� ( J ATTACHED TO COLUMN - O • G p O - N � L m ,v o Q Q Q N tf1 N d� P Ilk 50'-0" RIGHT SIDE WALL FRAMING SCALE: 1/8" : P 8 SPACES GO" - 40' O" . PURLI 2 G COLUM POSTS BASE RAIL 5-0 @ - - 5-O O Ilk m BASE RAIL AS SHOWN CONNECTOR SLEEVE 2" SQ. X 1 2GA TUBE PURLINS U UJI- o z COLUMN-BASE DETAIL Q a Q m I z r - COLUMN POST � - SCALE: 3/4": 1' LL - Lu m O U U z MF, BASE RAIL C7 Q ,m ,i G" SLEEVE WELDED TO c p J BASE RAIL AND (� ( J ATTACHED TO COLUMN - O • G p O - N � L m .50'-0" LEFT SIDE WALL FRAMING SCALE: 1 /8" : P POST WITH (4) # 12 SDS MEMBERPROPEPITIES O z m BASE RAIL AS SHOWN CONNECTOR SLEEVE 2" SQ. X 1 2GA TUBE PURLINS U UJI- o z COLUMN-BASE DETAIL Q a Q m I z r - COLUMN POST � - SCALE: 3/4": 1' LL - Lu m O U U z m N• BASE RAIL C7 Q ,m ,i G" SLEEVE WELDED TO c p J BASE RAIL AND (� ( J ATTACHED TO COLUMN - O C9 p POST WITH (4) # 12 SDS MEMBERPROPEPITIES 2 1/2" SQ. X 14GA TUBE W/ z m BASE RAIL AS SHOWN CONNECTOR SLEEVE 2" SQ. X 1 2GA TUBE PURLINS U UJI- o z COLUMN-BASE DETAIL Q a = m I z SCALE: 3/4": 1' O U W o Q ,m J (� ( J p C9 m o Q Q Q N tf1 N w N - FOR SPACING SEE w iLi J 0 Z SHEATHING FASTENER pp Q z m SCHEDULE z z w a Q O U) o o 0 ATTACH PURLINS TO ROOF BEAMS W/(2) FASTENERS >'� GIRT/PURLINS �/► - S U) �mrn -GIRT/PURLIN DETAIL SCALE: 3/4": 1' —' "` O o co V+ Q CO L rQ SEAL: ERMIT# kbl[o- P BUTTE COUNTY DEVELOPMENT SERVICES �OQ�OFESS/O�, ` REVIEWED FOR CIVIL Fy CODE COMPLIANCE >r (_�., By � w OMAR A. m DATE lcl� BU-YASEIN X s� C73389 3 9TF OF CAV* EXPIRES: 12/31/2016 DATE SIGNED: OCT 25 2016 MEMBERPROPEPITIES 2 1/2" SQ. X 14GA TUBE W/ SIDE WALL POST 2 1/4" SQ. X 12GATU13E INSERT BASE RAIL 2 1/4" SQ. X 1 2GATUBE CONNECTOR SLEEVE 2" SQ. X 1 2GA TUBE PURLINS 4" X 14GA HAT CHANNEL N T i F . , r ZOmmz - z m REGIS, X m 0 M �� < OWNER: LOCATION: a R 1 m ° � 1763 GRACE ROAD o �y o�,� C9 CA o 0 C K 0 oHAYDEN WA55ER GRIDLEY, CA 95948 D C7 w -< < m Q� 0 w co m D r CO o SHEET TITLE: N ; o Z 2� END WALL FRAMING DETAILS N s as 2133N���� 9�9po� DRAWING NO.: MBDF37D7BOE PROJECT NO.: 233-1 G-1440 . 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 7A OF 7 ` Fn o D r- 00 N b 0 0' -U n 03 D N rn F O O Fn E: 03 F 70 (�O �-,� O N �O °°--y — N ' Z p Dz rn� 1. K X• �tzp �0O D Np rn� OC �z A _a] N N70U) 0 D Z rn N N D rn�� N ', N n 00 . -UO Z 0 0 a0 r 1 NpCG) =X 0 C X X X N-- *rn =�zrnC)N a G) N N N N N DNC�N G) D O�0CrnX O G) Q Z r OZON D D D NZrnE:X (j) _ D N C -i N r z N> rn Z D p �Z N p rn X D O D N Nj�N — Ny��X X O Nrn0Fn N z ➢ D FT rn f Dprn'OrnN N x rn � =-i�rn: N70�rnx ➢ rn0 Orn.. X K: rn O =�ON— r N z Fn rn r -� N Q ' ' 1�4mmc . •. 4 A f' � o z o I+ D mm - 10'-0" -TI_ N r., N. G'-8" yN 12'-0" N T i F . , r ZOmmz - z m REGIS, X m 0 M �� < OWNER: LOCATION: a R 1 m ° � 1763 GRACE ROAD o �y o�,� C9 CA o 0 C K 0 oHAYDEN WA55ER GRIDLEY, CA 95948 D C7 w -< < m Q� 0 w co m D r CO o SHEET TITLE: N ; o Z 2� END WALL FRAMING DETAILS N s as 2133N���� 9�9po� DRAWING NO.: MBDF37D7BOE PROJECT NO.: 233-1 G-1440 . 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 7A OF 7 ` Fn o D r- 00 N b 0 0' -U n 03 D N rn F O O Fn E: 03 F 70 (�O �-,� O N �O °°--y — N ' Z p Dz rn� 1. K X• �tzp �0O D Np rn� OC �z A _a] N N70U) 70 D Z rn N N D rn�� N ', N n rn C7 Z 0 rr r O NpCG) N T i F . , r ZOmmz - z m REGIS, X m 0 M �� < OWNER: LOCATION: a R 1 m ° � 1763 GRACE ROAD o �y o�,� C9 CA o 0 C K 0 oHAYDEN WA55ER GRIDLEY, CA 95948 D C7 w -< < m Q� 0 w co m D r CO o SHEET TITLE: N ; o Z 2� END WALL FRAMING DETAILS N s as 2133N���� 9�9po� DRAWING NO.: MBDF37D7BOE PROJECT NO.: 233-1 G-1440 . 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 7A OF 7 ` Fn o D r- 00 N b 0 0' -U n 03 D N rn F O O Fn E: 03 F 70 (�O �-,� O N �O °°--y — N ' N°'off . 0 C) D 4� Z rn N N N r z°� N O' X' s��iDDO O =X X X X X X N-- *rn =�zrnC)N a G) N N N N N DNC�N G) D O�0CrnX O G) Q Z r OZON D D D NZrnE:X (j) _ D N C -i N r z N> rn Z D p �Z N p rn X D O D N U 01 Ny��X X O Nrn0Fn N z ➢ D NOOZX rn f Dprn'OrnN N x rn � =-i�rn: N70�rnx DFrnp N�N1 rn0 Orn.. X K: =�ON— �' m N z Fn rn -� N Q ' ' 1�4mmc . •. 4 A f' U.M. I+ mm - N T i F . , r ZOmmz - z m REGIS, X m 0 M �� < OWNER: LOCATION: a R 1 m ° � 1763 GRACE ROAD o �y o�,� C9 CA o 0 C K 0 oHAYDEN WA55ER GRIDLEY, CA 95948 D C7 w -< < m Q� 0 w co m D r CO o SHEET TITLE: N ; o Z 2� END WALL FRAMING DETAILS N s as 2133N���� 9�9po� DRAWING NO.: MBDF37D7BOE PROJECT NO.: 233-1 G-1440 . 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 7A OF 7 ` Fn o D r- 00 N b 0 0' -U = rn � 0 rn 70 03 D N rn F O O Fn E: 03 F 70 0 Z U) N — N ' 4� N N N N N O' X' s��iDDO =X X X X X X N-- - G) N N N N N D G) G) G) O G) G) -1 D D D D D D C -i rn U 01 07 03 07 z rn rn rn rn rn N rn 7 O r N O z r -p X �gOZN z 3 1 � X p 0D p p < rn NDrnN n :E D N () --iPN O N pU)X Fn p =NU(')— D F Fn0 rO-UX �OzN z n OcnDCo� Fn O w f C D U) p . o z Urn rn D U) -� W O rn N - D rn N *1A Z - D _ z �7 D N— p N X 2: Fn r p r ONDCCp rn O o 1--n ,13 . p G) Z:Uror U) DI rnD e , y r -n Fn CD ° =�oCl� p rn Ocn-UX- Z�.rn -4O O 0 70 Z(j)X rn mmc N p O Cc)NX NN O p U�X rn C T 0 O X <NzC -n Fnrn D C�U) �D Dm D (j) ➢ -zrn� - z°�z_ oN N70Orn r�0 F O p r -n70 Drn0rrnN N��rnX = O z �z Op Q p 0D p < rn n Q O UlD O rnD Fn0 Fn zr rnp W O W O y 71 —I < p 1--n ,13 . y r -n CD rn O 0 70 rn mmc O Cc)NX NN O p U�X C T 0 O X <NzC C�U) �D Dm �D�U�) ➢ -zrn� - z°�z_ oN N70Orn r�0 p r -n70 Drn0rrnN N��rnX = DTA -� �(j) N arn0NX NON• Z � -� D � 70 y c) -WC Ill m �o m co D r - m z REG TF o �yy� D ��A A� C OWNER: LOCATION: 1763 GRACE ROAD m o° p �9Z CA o0 C o HAYDEN WASSER GRIDLEY, CA 95948 j w `'� D mD < r m CO SHEET TITLE: O�ti END WALL Ff�AMING DETAILS cn N Z O 9�P�� Q w N33N� DRAWING NO.: M5DF37D7BOE PROJECT NO.: 233-1 G-1440 457 N. Broadway, DRAWN BY: AA CHECKED BY: Joshua, TX 76058 1-866-730-9865 DATE: 10/25/201 G SHEET NO.: 75 OF 7 BUTTE COUNTY NOV .10.2016 FORM NO DEVELOPMENT Butte County Department of Development Services SERVICES PERMIT CENTER DBP -3 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fox 530.538.7785 eCa SITE PLAN Assessor's Parcel Number: � � [9:1El F1 ® — O 0 9:1 Permit #: Owner Name: "Open wasser accpe•oi worK: Site Location: 1763 Grace Rd Gridley CA 95949 ' Contact namc:Hayden Wasser Phone -53M93-0598 Flood Zone: X Scale 1"= Sg2 uts NDVOCOUMENT SERVICES BU E Revised 7.20.2015 Fagc I ort REVIEWED FOR CODE COMPLIANCE BY____---� 'ATE j s EXPIRES: 12/31/2016 OCTOBER 25 2016 '/CON �' l�•FT—(�� BUTTE COUNTY -- NOV.10'2016 µ I)EVELOP.YIENT PERMIT# SERVIC ES BUTTE COUNTY DEVELOPMENT S)EIRq VICES REVIEWED FOR , T.COD COMPLIANC AD PROJECT: HAYDEN WASSER PROJECT NO.: - 233-16-1440 SHEET ;NO.: ' A&A ENGINEERING CIVIL • STRUCTURAL 1/7 CLIENT: AMERICAN CARPORTS,INC LOCATION: GRIDLEY, CA 95948 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SINCE 19)6 A. F. O.A. 5911 Renaissance Place, Suite B Tel: (419) 292-1983 DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 10/25/2016 10/25/2016 j s EXPIRES: 12/31/2016 OCTOBER 25 2016 '/CON �' l�•FT—(�� BUTTE COUNTY -- NOV.10'2016 µ I)EVELOP.YIENT PERMIT# SERVIC ES BUTTE COUNTY DEVELOPMENT S)EIRq VICES REVIEWED FOR , T.COD COMPLIANC AD - ' ` PRCEC717,. � SHEET SUMMARY: ..................................................................................................... 3 HAYDEN WASSER 7F�7R�O.: 233-16-1440 NO.: A&A ENGINEERING CML - STRUCTURAL 2/7 CLIENT: AMERICAN CARPORTSJNC LOCATION: GFJDLEY, CA 95948 SINCE1996 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: lOCCUPANCY: ............................................................................. ..................... 3 � IL LOAD : 5911 Renaissance Place, Suite B Tel: (419) 292-1983 l. DATE: DATE: DATE: ROOF LIVE LOAD (L,):............................................................. ....................... 3 3. SmowLO^n(S):.............................................................................................. 3 X. APPENDICES: ................ .--._.. 1. WIND T9omD LoAoCALCULATIONS: ............................................................. \vl-O3 2. ANALYSIS INPUT FILE: ............................................... 3l0l-U4 3. ANALYSIS (SrAAoJglO)OUTPUT FILE: ......................................... 30Ol-25 INDEX TO CONTENTS � ' 1. SUMMARY: ..................................................................................................... 3 l. BUILDING SIZE: .................................................................... --------'3 2. LOADS: ............................................................................................................ 3 H. CODE : A ' � l. CODE: ............................................................................................................. 3 lOCCUPANCY: ............................................................................. ..................... 3 � IL LOAD : 3 l. _DEAD LoAm(D):................................................................ ......................... '3 � 2 ROOF LIVE LOAD (L,):............................................................. ....................... 3 3. SmowLO^n(S):.............................................................................................. 3 4. WIND LOAD (W)............................................................................................ 3 . 5. EARTHQUAKE LOAD (E): ................................... .............................................. 3 IV. LOAD , 3 ' V. MATERIAL PROPERTIES: ...................................................................... � 4 l. STEEL: ............................................................................................................. 4 ' VISECTION PROPERTIES: ........................................................................... 4 ` VDL MAXIMUM DEFLECTIONS: ...................................................................... � 4 VHI CONNECTION CALCULATIONS: 4 l. FRAME COLUMN - BASE CONNECTION: ................................................. !.......... 4 2. KNEE BRACE CONNECTION: -------------------------.5 IX. -FOUNDATION _ � � ' � ' LANCHOR REACTIONS: ...................................................................................... 5 2. ANCHOR CHECK: ............................................................................................. 5 X. APPENDICES: ................ .--._.. 1. WIND T9omD LoAoCALCULATIONS: ............................................................. \vl-O3 2. ANALYSIS INPUT FILE: ............................................... 3l0l-U4 3. ANALYSIS (SrAAoJglO)OUTPUT FILE: ......................................... 30Ol-25 I. Summary: 1. Building Size: Length: Width: Eave height: Roof pitch: 2. Loads: Roof live load: Ground snow load: Wind speed: Exposure: Seismic SS spectral response accel.: Seismic category: II. Code Information: 1. Code: CBC 2013 (IBC 2012) 2. Occupancy: Occupancy Group: Risk Category: Ill. Load Calculations: 1. Dead Load (D): Dead load (super imposed): 2. Roof Live Load (L,): Roof live load (specified): 3. Snow Load(S): Peak ground snow load: Exposure factor: Thermal factor: Importance factor: Slope factor: 50 ft 30 ft 12 ft 3/12 20 psf 0 psf 105 mph C 0.532 D U I D=2psf I., = 20 psf pg = 0 psf C, = 1.00 C, =1.10 Is = 0.80 CS = 1.00 Flat roof load: PROJECT: HAYDEN WASSER PROJECT NO.: 233-16-1440 SHEET NO.: A&A ENGINEERING CML • STRUCTURAL 3/7 CLIENT: AMERICAN CARPORTS INC LOCATION: GRIDLEY, CA 95948 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SINCE 1996 A. F. O.A. Spectral response acceleration at short periods: Ss = 0.532 g Site Coeffecient: 5911 Renaissance Place, Suite B Tel: (419) 292-1983DATL': Adjusted spectral response acceleration: SMs = F, Ss DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 10/25/2016 10/25/2016 Response modification factor: I. Summary: 1. Building Size: Length: Width: Eave height: Roof pitch: 2. Loads: Roof live load: Ground snow load: Wind speed: Exposure: Seismic SS spectral response accel.: Seismic category: II. Code Information: 1. Code: CBC 2013 (IBC 2012) 2. Occupancy: Occupancy Group: Risk Category: Ill. Load Calculations: 1. Dead Load (D): Dead load (super imposed): 2. Roof Live Load (L,): Roof live load (specified): 3. Snow Load(S): Peak ground snow load: Exposure factor: Thermal factor: Importance factor: Slope factor: 50 ft 30 ft 12 ft 3/12 20 psf 0 psf 105 mph C 0.532 D U I D=2psf I., = 20 psf pg = 0 psf C, = 1.00 C, =1.10 Is = 0.80 CS = 1.00 Flat roof load: pf = 0.7 C, C, IS pg (> 20 psf) --+pf=0.7x 1.00X 1.10 x0.80 x0=0.000 psf Sloped roof load: Ps = Cs Pf -•p5= 1.00x0.00=0.00 psf =S *Roof live load controls 4. Wind Load (W): *Please see Appendix W 1-W3 for wind load calculations 5. Earthquake Load (E): Site Class: D Spectral response acceleration at short periods: Ss = 0.532 g Site Coeffecient: F, = 1.374 Adjusted spectral response acceleration: SMs = F, Ss --+ SMS = 1.374 x0.532 = 0.731 % g Design spectral response acceleration: SDs = 2/3 SMS -RSDS =(2/3)x0.731 =0.487%g Response modification factor: R = 2.0 Occupancy importance factor: I = 1.00 Weight of structure: W = 2999.00 lbs Seismic response coeffecient: Cs = SDS R/I -+ CS = 0.487 / (2.0 / 1.00) = 0.244 Seismic base shear: V = CS W -� V = 0.244 x 2999.00 = 730.72 lbs IV. Load Combinations: 1. D + (L, or S) 2. D + (0.6W or 0.7 E) 3. D + 0.75 (L, or S) + 0.75 (0.6W or 0.7 E) 4. 0.6 D + (0.6W or 0.7 E) �OQFtOFESSlO�` CIVIL G, MAR A. m -YASEIN ST C73389 9 OF CA��O� OCTOBER 25 2016 V. Material Properties: 1. Steel: ASTM A572 Grade 50 F,=50 ksi F„ = 65 ksi E = 29,000 ksi r = 4901bS/ft3 VI. Section Properties: Section PROJECT': HAYDEN WASSER PROJECT NO.: 233-16-1440 SHEET NO.: A&A ENGINEERING. CIVIL •STRUCTURAL i i i 4/7 CLIENT: . AMERICAN CARPORTS,INC LOCATION: GRIDLEY, CA 95948 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: CIXCE Igyg 0.409 A. F. O.A.: 1.867 3.793 5911 Renaissance Place, Suite B Tel: (419) 292-1983 12 DATE: DATE DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 10/25/2016 10/25/2016 Tube thickness: V. Material Properties: 1. Steel: ASTM A572 Grade 50 F,=50 ksi F„ = 65 ksi E = 29,000 ksi r = 4901bS/ft3 VI. Section Properties: Section A L Iy Gauge TS222212GA 0.933 0.715 0.715 12 CS252514GA 0.609 0.694 0.409 14 TS222212GAD12 1.867 3.793 1.43 12 TS 252514GAI 12 1.715 1.715 1.715 14/12 VII. Maximum Deflections: Xmax]y Forces: Ymax I X Zmax ly 120 120 180 0.88 1.58 OK 1.55 2.00 OK 1.52 1.58 OK VIIL Connection Calculations: Note: See ESR2196 for Hilti Kwik -Pro (equivalent to ITW BuildexTEKS screws) specifications 1. Frame Column — Base Connection: P OQ�OF ESS/O� CIVIL COLUMN SLEEVE— w OMAR A. m _. FASTENERS W ABU-YASEIN BASERAIL— 0_ D C73389 �Q TF OF CAL�O� OCTOBER 25 2016 A. Forces: Uplift force in column: P = 0.88 Kips Max. Shear force V= 0.61 Kips B. Dimensions & Properties: a. Column: Tube side: s, = 2.25 in Tube thickness: t, = 0.109 in b. Base rail: Tube side: Sb = 2.25 in Tube thickness: tb = 0.109 in c. Connector Sleeve: Tube side: ss = 2.00 in Tube thickness: is = 0.109 in Length: is =12 in d. Fasteners: Fastener type: HILTI Kwik Pro Nominal diameter: #12 Min. number of fasteners: of =4 e. Weld: Weld size: tW = 0.125 in Weld tensile strength: FEW = 60 ksi C. Component checks: a. Weld: Total length of weld: 1,,, = 4 ss -- Il =4x2.00=8in Nominal shear strength: P„W = t 1, F„„, (AISI E2.4-3) Paw = 0.109 x 8 x 60 = 52.32 Kips Allowable shear strength: Paw = P„W / n —> Paw = 52.32 / 2.35 = 22.26 Kips > 0.61 Kips OK b. Fasteners: Allowable shear strength: Vaf = 0.63 Kips (ESR -2196) Total allowable shear strength: Vaf, = of Vaf --+ Vaf, = 4 x 0.63 = 2.52 Kips > 0.88 Kips OK 2. Knee Brace Connection: MEMBER COLUMN A. PROJECT: HAYDEN WASSER PROJECT NO.: 233-16-1440 SHL' -ET NO.: ' A&A ENGINEERING CIVIL • STRUCTURAL 5/7 CLIENT: AMERICAN CARPORTS,INC LOCATION: GRIDLEY, CA 95948 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SINCE 1996 - se = 2.50 in A. F. O.A. tc = 0.083 in b'. 5911 Renaissance Place, Suite B Tel: (419) 292-1983 DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 10/25/2016 10/25/2016 c. Fasteners: b. Fasteners: Allowable shear strength: Vaf = 0.63 Kips (ESR -2196) Total allowable shear strength: Vaf, = of Vaf --+ Vaf, = 4 x 0.63 = 2.52 Kips > 0.88 Kips OK 2. Knee Brace Connection: MEMBER COLUMN A. f.� Forces: Max'. force in knee brace: P = 0.927 Kips B. Dimensions & Properties: a. Knee brace: Channel flanges: se = 2.50 in Channel wall thickness: tc = 0.083 in b'. Top member: Tube side: Sb = 2.25 in Tube thickness: tb = 0.109 in c. Fasteners: Fastener type: HILTI Kwik Pro Nominal diameter: #12 Min. number of fasteners on each lside`.. of =1 C. Component checks: a. Fasteners in shear: Allowable shear strength: Vaf= 0.63 Kips (ESR -2196) Total allowable shear strength: Vaf, = 2 of Vaf —> Vaft = 2 x 1 x 0.63 = 1.26 Kips > 0.927 Kips OK IX. Foundation Calculations: 1. Anchor Reactions: Max uplift reaction: F, = 0.88 Kips Max downwards reaction: Fd„ = 1.65 Kips Max. lateral reaction: FI, = 0.61 Kips 2. Anchor Check: Anchor type: POWERS WEDGE -BOLT+ SCREW ANCHOR (References: ER -2526) Anchor diameter: IP = 5/8 in Effective embedment: hef = 4.38 in Min. edge distance: c = 4 in Nominal concrete strength: fc = 2500 psi A. Uplift Resistance: a. Steel strength in tension: cpNm = (0.65) (24900) — WN,a = 16.19 Kips Concrete break out strength in tension: A Nc Ncb = Wed,NWc,NWcp,NNb Q�kOFESS/O A Nco CIVIL where`�� AN 9 heft= 9 x 4.382=172.27 in =�Z ANc = (c .+ 1.5 he f) z = (4 + 1.5 x 4.375 ) 2– 111.57 in MAR A. m WU-YASEIN Wed.N=0.7+0.3e/(1.5hef)=0.7+0.3x4/(1.5x4.38) Wed,N = 0.88 C73389 Q W,,N = 1.0 TqT� OF CA��O� OCTOBER 25 2016 Wcp. H = Min (1.5 het' / cace 1.0) >yr,p,N= Min (1.5x4.375/5=1.31, 1.0)=1.0 k, 17 Nb = k, f�hef =17x 2500.x4.38'-' = 7778.32 lbs -> ONcb=0.65x111.57/1.72.27x 0.88x1.0x1.0x7.78 -> (PNcb = 2.88 Kips b. Concrete pull out strength in tension: (pNp,cr = (0.65) (4290) (PNp,cr = 2.78 Kips c. Controlling resistance in tension: (p N. = min I(PNsa, (PNcb, WNp,crl -� (pN„ = 2.78 Kips d. Adjust for ASD: Controlling combination: 0.9D + 1.6W Adjustment factor a = 0.9 (0%) + 1.6(100%) 1.60 Number of Anchors: n=1 Allowable tension: TASD=.n * (p No / 1.6 -> TASD = 1 * 2. 78 / 1.6 =1.73 Kips,> Fop OK B. Shear Resistance: a. Steel strength in shear: cpVsa = (0.60) (11990) -> (pVsa = 7.19 Kips b. Concrete break out strength in shear: Vcb = Avc Wed,V c,V Vb A vco where Avco = 4.5 c2 = 4.5 x 42 = 72.00 in Avc = 1.5 c (c + 1.5 c) = 3.75 x 42 = 60.00 in Wcd,v=0.7+0.3c/(1.5 c)=0.7+0.3 x4/(1.5 x4) -' Wed.v = 0.90 Wc.v =1.0 1e = 3.102 do = 0.625 Q�tOFE; INJ l0.2 Vb =7(Ld0 J f.c1.5 do J )�__ --+Vb - o•z 0.625 2500 x 4.001.5 (0.625 -+ Vb = 3049.65 lbs -> (PVcb = (0.65) 60 / 72 x 0.90 x 1.00 x 3.05 =1.49 Kips c. Concrete pry out strength in shear: Vcp = k, Ncb -> (pVcpr = 0.65 x 2.0 x 4.43 = 5.76 Kips d. Controlling resistance in shear: (p Vn = min OV,a, (PVcb, (PVcpl --+ (DN,, = 1.49 Kips e. Adjust for ASD: Controlling combination: 1.2D + 1.6Lr Adjustment factor a = 1.2 (9.1%) + 1.6(90.9%) --•a=1.56 Allowable tension: TASD= (p Na / 1.56 -> TASD = 1.49 / 1.56 = 0.95 Kips > Flt OK 3. Concrete turn down footing: Width of footing: Depth of footing: bf =12.00 in df = 12.00 in A. Bearing Resistance: Length of bearing on top of concrete: lb = 6.75 in Approx. bearing area under post: Ab = b f (2dr + Ib) ))N!T�g Ab = 12.00 x (2 x 12.00 +6.75) = 465.00 in2 Assumed soil bearing capacity: Sb = 1500 psf Bearing capacity: Fb = sb Ab -> Fb = 465.00 / 122 x 1500 / 1000 = 4.84 Kips > Fd„ OK �Jcjml OCTOBER 25 2016 PROJECT: HAYDEN WASSER PROJECT NO.: 233-16-1440 - SHL -"ET NO.: ' A&A ENGINEERING CIVIL • STRUCTURAL 6/7 CLIENT: AMERICAN CARPORTS,INC LOCATION: GRIDLEY, CA 95948 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SINCE 1996 A. F. O.A.: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 DATE: DATE DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 10/25/2016 10/25/2016 Wcp. H = Min (1.5 het' / cace 1.0) >yr,p,N= Min (1.5x4.375/5=1.31, 1.0)=1.0 k, 17 Nb = k, f�hef =17x 2500.x4.38'-' = 7778.32 lbs -> ONcb=0.65x111.57/1.72.27x 0.88x1.0x1.0x7.78 -> (PNcb = 2.88 Kips b. Concrete pull out strength in tension: (pNp,cr = (0.65) (4290) (PNp,cr = 2.78 Kips c. Controlling resistance in tension: (p N. = min I(PNsa, (PNcb, WNp,crl -� (pN„ = 2.78 Kips d. Adjust for ASD: Controlling combination: 0.9D + 1.6W Adjustment factor a = 0.9 (0%) + 1.6(100%) 1.60 Number of Anchors: n=1 Allowable tension: TASD=.n * (p No / 1.6 -> TASD = 1 * 2. 78 / 1.6 =1.73 Kips,> Fop OK B. Shear Resistance: a. Steel strength in shear: cpVsa = (0.60) (11990) -> (pVsa = 7.19 Kips b. Concrete break out strength in shear: Vcb = Avc Wed,V c,V Vb A vco where Avco = 4.5 c2 = 4.5 x 42 = 72.00 in Avc = 1.5 c (c + 1.5 c) = 3.75 x 42 = 60.00 in Wcd,v=0.7+0.3c/(1.5 c)=0.7+0.3 x4/(1.5 x4) -' Wed.v = 0.90 Wc.v =1.0 1e = 3.102 do = 0.625 Q�tOFE; INJ l0.2 Vb =7(Ld0 J f.c1.5 do J )�__ --+Vb - o•z 0.625 2500 x 4.001.5 (0.625 -+ Vb = 3049.65 lbs -> (PVcb = (0.65) 60 / 72 x 0.90 x 1.00 x 3.05 =1.49 Kips c. Concrete pry out strength in shear: Vcp = k, Ncb -> (pVcpr = 0.65 x 2.0 x 4.43 = 5.76 Kips d. Controlling resistance in shear: (p Vn = min OV,a, (PVcb, (PVcpl --+ (DN,, = 1.49 Kips e. Adjust for ASD: Controlling combination: 1.2D + 1.6Lr Adjustment factor a = 1.2 (9.1%) + 1.6(90.9%) --•a=1.56 Allowable tension: TASD= (p Na / 1.56 -> TASD = 1.49 / 1.56 = 0.95 Kips > Flt OK 3. Concrete turn down footing: Width of footing: Depth of footing: bf =12.00 in df = 12.00 in A. Bearing Resistance: Length of bearing on top of concrete: lb = 6.75 in Approx. bearing area under post: Ab = b f (2dr + Ib) ))N!T�g Ab = 12.00 x (2 x 12.00 +6.75) = 465.00 in2 Assumed soil bearing capacity: Sb = 1500 psf Bearing capacity: Fb = sb Ab -> Fb = 465.00 / 122 x 1500 / 1000 = 4.84 Kips > Fd„ OK �Jcjml OCTOBER 25 2016 B. Uplift Resistance: PROJECT: HAYDEN WASSER PROJECT NO.: 233-16-1440 SHEET NO.: - A&A ENGINEERING CIVIL • STRUCTURAL ''7/7 CLIENT: AMERICAN CARPORTS,INC LOCATION: GRIDLEY, CA 95948 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SINCE 199( A, =1, bs A. F. O.A. 5911 Renaissance Place, Suite B Tel: (419) 292-1983 DATE DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 10/25/2016 10/25/2016 V r = 100.00 * (12.00 - 4.00) / 12 = 66.67 ft3 B. Uplift Resistance: Unit weight of concrete: rc = 150 pcf Length of concrete strip: 1, = 50.00 ft Width of concrete strip: b, = 30.00 ft Total area of slab: A, =1, bs A,% = 1500.00 ft2 . Area of turn down footing: A f = As _ (ls — b f) (bs — br) Af= 100.00 ft2, Volume of concrete in footing: Vf = A f (dr - ts) V r = 100.00 * (12.00 - 4.00) / 12 = 66.67 ft3 Total volume of concrete: V, = VS + Vf —> V, = 500.00+66.67 = 566.67 ft' Total weight of foundation: ' W� = Y� V, W, = 150 x 566.67 / 1000 = 85.00 Kips Moment arm resisting uplift: M,, = W, b, / 2 M„ = 85.00 x 30.00/ 2 =1275.00 Kips -ft Safety factor: SF = 2.00 Allowable resisting moment: Ma = M„ / SF . Ma = 1275.00 / 2.00 = 637.50 Kips -ft Total uplift in column line: F„ P,, = 5.20 Kips Moment arm causing uplift: M. = n. F„ P j bS —> M,,= 5.20 x 30.00 = 155.97 Kips -ft < Ma OK gFLOF ESg/O,,,, ��` CIVIL OMAR A. m C -YASEIN C73389 Q OCTOBER 25 2016 APPENDICES PROJECT: PROJECT NO.: SHEET NO.: A&A IIVGjNFFJ ING CLIENT: LOCATION: Clea. • 9MUCIIMAL CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: SINCE M6 5911 Renaiwann Placa, Suiw B Teb (419) 2MI983 Tokcb, Ohio 43623 Farm (419) 2924955 DATE: DATE: DATE: APPENDICES HAYDEN WASSER October zs,2ols ASCE7-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 105 mph Topography: None Optional Factors .This project uses load combinations from ASCE 7. Location: GRIDLEY, CA 95948 By: AF Start Date: 10/25/2016 Comments: 30' X51' X 12' �OQOFESS/O�l CIVIL .. O AR A. m C U-YASEIN XM �X C73389 �P ..\25TH\48. 233-16-1440\WIND\233-16-1440-WIND.WIs OF CAN ff WLS4 — [1.11] Copyright © 2020 SDG, Inc. Page 1 of 5 OCTOBER 25 2016 HAYDEN WAS SER October25,2016 HAYDEN WASSER October 25, 2016 ASCE7-10 ASCE7-10 .Section -,Main Section_ Composite Drawing Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 50.0 0.0 2 30.0 0.0 T°p 3 50.0 0.0 W2 4 30.0 0.0 - Eave Height: 12 ft W7 A B W3 Parapet Height: 0 ft Parapet Enclosure: Solid Wa Roof Shaper Gabled Roof i Slope(:12) 1D A&B 3.0 A a W7 W4 W3 W4 W3 W2 . �OQ?,OF ESS/0N` CIVIL G, OMAR A. m ABU-YASEIN a WLS4 — [1.11] Copyright© 2020 SDG, Inc. C73389 Q Page 2 of 5 WLS4 — [1.11] Copyright© 2020 SDG, Inc. tS 9TF0F CA��O� OCTOBER 25 2016 a Page 3 of 5 HAYDEN WASSER October 25, 2016 HAYDEN WASSER October 25, 2016: ASCE7-10 ASCE7-10 MWFRS Net Pressures MWFRS Net Pressures ..This data was calculated using the building of all heights method. This data was calculated using the building of all heights method: Wind Direction 1 Wind Direction 2 # ISurface I z (ft) Iq (psf) IG I Cp I GCpi I Ext Pres (psoNet w/ +GCpi (psf)Net w/ -GCpi (pso 1 Windward Wall 12.0 20.4 0.88 0.80 0.18 14.4 10.7 18.0 2 Side Wall 13.9 - 20.4 -0.70 -12.6 -16.2 -8.9 3 Leeward Wall 13.9 20.4 0.88 -0.50 0.18 -9.0 -12.6 -5.3 4 Side Wall 13.9 20.4 0.88 -0.70 0.18 . -12.6 -16.2 -8.9 A Windward Roof 13.9 20.4 0.88 -0.16 0.18 -2.9 -6.5 0.8 93.9 20.4 -0.71 -12.7 -16.4 -9.1 B Leeward Roof 13.9 20.4 0.88. -0.49 0.18 . -8.8 -12.5 -5.1 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. -12.7 # I Surface I z (ft) q (psf) I G jCp JGCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (pso 1 Side Wall 13.9 20.4 0.89 -0.70 0.18 -12.7 -16.4 -9.0 2 Windward Wall 13.9 20.4 0.80 14.5 10.9 18.2 15.8 20.6 0.80 14.7 11.0 18.3 3 Side Wall 13.9 20.4 0.89 -0.70 0.18 -12.7 -16.4 -9.0 4 Leeward Wall 13.9 20.4 0.89 -0.37 0.18 -6.7 -10.4 -3.0 A&B Roof 0 to 6.9 20.4 0.89 -0.90 0.18 -16.3 -20.0 -12.7 6.9 to 13.9' 20.4 -0.90 -16.3 -20.0 -12.7 13.9 to 27.8 ' 20.4. -0.50 -9.1 -12.8 -5.4 27.8 to 50.0 ' 20.4 -0.30 -5.4, -9.1 -1.8 0 to 50.0' 20.4 -0.18 -3.3 -6.9 0.4 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. Distance from windward edge. _ COQ\kOF ESS/p�` CIVIL - O OMAR A. m . . ABU-YASEIN WLS4 - [1.11 ] Copyright© 2020 SDG, Inc. C73389 Page 4 of 5 WLS4 - [1.11] Copyright© 2020 SDG, Inc. ST Q- q� OF Cp,\ Of OCTOBER 25 2016 - Page 5 of 5 Page: 1/4 STAAD SPACE START JOB INFORMATION ENGINEER DATE 25 -OCT -16 JOB NAME HAYDEN WASSER JOB CLIENT AMERICAN CARPORTS.Inc JOB NO 233-16-1440 ENGINEER NAME AF CHECKER NAME OA CHECKER DATE 25 -OCT -16 END JOB INFORMATION INPUT WIDTH 79 - SET FLOOR LOAD TOLERANCE 0.1 UNIT INCHES KIP JOINT COORDINATES 11 0 0 -600; 2 0 0 -540; 3 0 0 -480; 4 0 0 -420; 5 0 0 -360; 6 0 0 -300;- 7 0 0 -240; 8 0 0 -180; 9 0 0 -120; 10 0 0 -60; 11 0 0 0; 12 60 0 -600; 13 60 0 0; 14 120 0 -600; 15 120 0 0; 16 180 0 -600; 17 240 0 0; 18 240 0 -600; 19 282 0 0; 20 300 0 -600; 21 318 0 0; 22 360 0 -600; 23 360 0.-540; 24 360 0 -480; 25 360 0 -420; 26 360 0 -360; 27 360 0 -300; 28 360 0 -240; 29 360 0 -180; 30 360 0 -120; 31 360 0 -60; 32 360 0 0; 150 0 0 -588; 151 0 0 -576; 152 0 0 -564; 153 0 0 -552; 154 0 0 -528; 155 0 0 -516; MEMBER INCIDENCES 1 1 150; 2 150 151; 3 151 152; 4 152 153; 5 153 2; 6 2 154; 7 154 155; 8 155 156; 9 156 157; 10 157 3; 11 3 158; 12 158 159; 13 159 160; 14 160 161; 15 161 4; 16 4 162; 17 162 163; 18 163 164; 19 164 165; 20 165 5; 21 5 166; 22 166 167; 23 167 168; 24 16B 169; 25 169 6; 26 6 170; 27.170 171; 28 171 172; 29 172 173; 30 173 7; 31 7 174; 32 174 175; 33 175 176; 34 176 177; 35 177 8; 36 8 178; 37 178 179; 38 179 180; 39 180 181; 40 181 9;.41 9 182; 42 182 183; ELEMENT INCIDENCES SHELL 2000 191 190 1 150; 2001 192 191 150 151; 2002 193 192 151 152; 2003 194 193 152 153; 2004 195 194 153 2; 2005 196 195 2 154; 2006 197 196 154 155; 2007 198 197 155 156; 2008 199 198 156 157; 2009 200 199 157 3; 2010 201 200 3 158; 2011 202 201 158 159;- 2012.203 202 159 160; 2013 204 203 160 161; 2014 205 204 161 4; 2015 206 205 4 162; 2016 207 206 162 163; 2017 208 207 163 164; .START USER TABLE TABLE 1 UNIT INCHES KIP TUBE TS252512GA 1.04248 2.5 2.5 0.109 0.995349 0.995349 1.48993 0.545 0.545 TS252514GA 0.802444 2.5 2.5 0.083 0.782219 0.782219 1.17195 0.415 0.415 TS222212GA 0.933476 2.25 2.25 0.109 0:715006 0.715006 1.06974 0.4905 0.4905 TS222214GA 0.719444 2.25 2.25 0.083 0.563898 0.563898 0.844607 0.3735 0.3735 TS252512GAD12 2.08496 5 2.5 0.109 5.24844 1.9907 2 1.09 1.09 TS252514GAD14 1.60489 5 2.5 0.083 3.59562 1.56447 2 0.83 0.83 . TS222212GAD12 " 1.86695 4.5 2.25 0.109 3.79287 1.43001 1.06974 0.933476 0.933476 TS222214GAD14 1.43889 4.5 2.25 0.083 1.47444 1.1278 1 0.719444 0.719444 TS222212GAD14 1.65292 4.25 2.25 0.083 3.3358 1.279 1.06974 0.82646 0.82646 TS252514GAI14 - 1.366 2.5 2.5 0.166 1.501 1.501 2.33454 0.683 0.683 TS252514GAI12 1.715 2.5 2.5 0.192 1.715 1.715 2.33454 0.857 0.857 TS252512GAI14 1.606 2.5 2.5 0.192 1.714 1.714 2.33454 0.803 0.803 TS252512GAI12 1.97596 2.5 2.5 0.218 1.71036 1.71036 2.55967 1.0355 1.0355 TS303014GA 0.968445 3 3 0.083 1.37451 1.37451 2.0601 0.498 0.498 ' TS202014GA I 0.636444 22 0.083 0.390541 0.390541 0.584715 0.332 0.332 ,{ TS222212GAI12 G 1.7582.25 2.25 0.218 1.28 1.28 1.82906 0.981 0.981 - 225121N2514 1.73438 2.5 2.5 0.1875 1.55597 1.55597 2.31871 0.9375 0.9375 TS222212GAD121 2.21378 4.5 2.5 0.166 5.90277 2.32002 5.09474 1.494 0.83 ' TS252514GI12GAD 2.73254 5 2.5 0.192 8.69836 2.86597 6.64501 1.92 0.96 - - TS252.514GAT1414 2.40733 7.5 2.5 0.083 12.3772 2.34666 5.42485 1.245 0.276667 TS252514GAT 2.40733 7.5 2.5 0.083 12.3772 2.34666 3.51585 1.245 1.245 Q OF ESSIO'�'9 CIVIL c OfiAR A. m SBU-YASEIN X L �Q \F OF CAI -W- � OCTOBER 25 2016 Page: 2/4 DUMMY 0.019796 0.2 0.1 0.049 6.64898e-005 1.66666e-005 2.87719e-005 0.0196 0.0098 TS252514GAQ14 1.63244 5 5 0.083 7.586 7.586 9.86685 0.83 0.83 TS222212GA012 1.63244 5 5 0.083 7.586 7.586 9.86685 0.83 0.83 TS222212GAI14GA 1.5699 2.25 2.25 0.192 1.105 1.105 1.67355 0.864 0.864 TS222212GA112 1.75795 2.25 2.25 0.218 1.208 1.208 1.82906 0.981 0.981 TS222212GA14GADB 3.139 4.5 2.25 0.192 6.185 2.2111"4.7414 1.728 0.864 TS222212GATL 2.8004 4.5 2.25 0.109 5.2955 5.2955.5.3606 1.44 1.44 TS222212GAD202012GA 1.758 4.25 2 0.109 3.1849 1.208 2.2161 0.9265 0.436 ,TS202012GA120 1.26048 4 2 0.109 2.63342 0.883207 2.04119 0.872 0.436 TS2212GA2012D 3.5159 4.25 4.5 0.109 6.3699 6.8658 8.44779 0.9265 0.981 TS222212GA202012GAI 1.758 2.25 2.25 0.218 1.208 1.208 1.8741 1.0738 1.0738 TABLE 2 CHANNEL CS252.514GA 0.608722 2.5 0.083 2.5 0.083 0.694277 0.409143 0.00139783 0.865402 - 0.2075 0.276667 CS252518GA 0.381675 2.5 0.0516 2.5.0.0516 0.445919 0.259691 0.000338744 0.85332 - 0.129 0.172 PROFILE POINTS -1 0.0435 -1 -0.0435 1 -0.0435 1 0.0435 STRESS LOCATIONS -1 0.0435 -1 -0:0435 1 -0.0435 1 0.0435 TABLE 3 GENERAL CH501014GA 0.4353 1.07470.0747 5 0.0747 0.0706801 0.92233 0.00765685 0.113423 - 0.3689310.108825 0.326475 0.559575 0.160151 0.0174336 0 PROFILE POINTS -2.5 -0.5484 -2.5 -0.6231 -1.9845 -0.6231 -0.9845 0.3769 0.9846 0.3769 1.9846 -0.6231 2.5 -0.6231 2.5 -0.5484 2. 0155 -0.5484 1.0155 0.4516 -1.01.54 0.4516 -2.0154 -0.5484 STRESS LOCATIONS ' -2.5 -0.6231 2.5 -0.6231 1.0155 0.4516 -1.0154 0.4516 CH501014GAD 0.87073 1.6494 0.083.5 0.083 2.66206 1.84467 1 1.1451 0.737868 0.43515 - 0.43515 0 0 0 0 PROFILE POINTS -2.50001 2.32465 -2.50001 2.24995 -2.01541 2.24995 -1.01541 1.24996 -7e-006 1.24996 -7e-006 -1.25004.-1.01541 -1 .25004 -2.01541 -2.25005 -2.50001 -2.25005 -2.50001 -2.32475 -1.98451 -2.32475 -0.984507 -1.32475 0.984593 -1.324 75 1.98459 -2.32475 2.49999 -2.32475 2.49999 -2.25005 2.01549 -2.25005 1.01549 -1:25004 -7e-006 -1.25004 9.3e-005 1.24996 1.01549 1.24996 2.01549 2.24995 2.49999 2.24995 2.49999 2.32465 1.98459 2.32465 0.984593 1.32465 -0.9845 07 1.32465 -1.98451 2.32465 STRESS LOCATIONS -2.50001 2.32465 -2.50001 -2.32475 2.49999 -2.32475 2.49999 2.32465 C401014GA 0.593849 4 0.087 1 0.087 1.40526 0.122165 0.00141953 0.702629 0.106602 - 0.138396 0.301615 0.829011 0.22851 0.319817 0 C351514GA ' 0.319991 1.5 0.087 3.5 0.087 0.116858 0.316509 0.000253754 0.146933 - 0.18086 0.116754 0.0799434 0.294492 0.178795 0.053675 1.5 PROFILE POINTS -1.75 -0.795309 -0.950005 -0.795309 -0.950005 0.654692 0.949996 0.654692 0.949996 -0.795309 1.75 -0.795309 1.75 -0.745309 0.999996 -0.745309 0.999996 0.704691 -1 0.704691 -1 -0.745309 -1.75 -0.745309 -1.75 -0.795309 C401014GAD 1.1876 1.834 0.083 4 0.083 1.92899 4.09819 2 2.10359 2.04909 1.1876 - 1.1876 4.90669 3:36169 4 1.834 " PROFILE POINTS 0 -5.53740 -5.6204 0.7183 -5.6204 0:9683 -6.5374 3.0317 -6.5374 3.2817 -5.6204 4 -5.6204 4 -5.4473 3.2817 -5.44 73 3.0317 -4.5303 0.9683 -4.5303 0.7183 -5.4473 0 -5.4473 0 -5.5303 0.7817 -5.5303 1.0317 -4.6133 2.9683 -4.6133 3.2183 -5.5303 3.2183 -5.5374 2.9683 -6.4544 1.0317 -6.4544 0.7817 -5.5374 - END START GROUP DEFINITION FLOOR LROOF 75 76 79 80 83 84 87 88 91 92 123 124 127 128 131 TO 141 144 TO 154 - " 257 TO 167 191 TO 201 213 TO 223 226 TO 236 239 TO 249 252 TO 262 - _ 1150 TO 1212 1600 TO 1649 1651 TO 1700 _PROOF 297 TO 307 310 TO 320 323 TO 333 336 TO 346 357 359 TO 368 391 TO 401 - 404 TO 414 417 TO 427 429 446 447 450 451 469 470 472 488 489 492 493 496 - 497 500 501 1233 TO 1295 1651 TO 1750 _LWALL 1 TO 74 750 TO 857 1600 TO 1649 xdx Z d Z N 3 3 3 3 fN.t a Z d Z y O % X + 3 3 3 3 W x X 3 3 Nvr yr cr vo o b b . 3 3 +E- + p e e e 00000000b a o o + + + d W d 0 0 0 0 o o�npepN pbo 0 0 o d >oa �. 0— NNr1NeN.n .nb r m m a0amuziFY z a rOmbm b.ib.i �Otirtir.1r.+r .y �Otib.-��CtibQ(.�> rN•-�O .] 0.•� �OOq Onz X"O" "O, �O �Of00070 £Q£ W ZNU W N Q.a] a O uNuN ue UNOb VN uN uN ON 0 ue ONubKW.miW.]r FQp avOfUS O O0p0O O p 0a p0p0p p 0 0.f0ur a 0 F W SbOUiN a�a-.a.+a.+a�a.+R..a..a..aoaoaoao���,piazoW=„iiz Usf. wuw G�r1EER Z d0 N LO W > Q � m Q U N O U 2 j U p CO m O Q 0 5 � N Nom NFN >NUN eN. uf00 W e ♦ M p Z Nee nv 0 W p O � _ O QF n a .7 .00 Z 0 w ppp w p o mmom in R ry v'�i p W W H. 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Sr'r fl 'Y.e ISIrITLnnf . rkm u��. near v-,f,nlsuru Software licensed to Part Job Title HAYDEN WASSER Ref By AF Da"25-OCT-16 Chd OA Client AMERICAN CARPORTS.Inc File 233-16-1440.std Datemme 25 -Oct -2016 13:00 Job Information Engineer Checked Approved Name: AF OA Date: 25 -OCT -16 25 -OCT -16 Structure Type I SPACE FRAME Number of Nodes 3573 Highest Node 3690 Number of Elements 1107 Highest Beam 1750 Number of Plates 3485 Highest Plate 5484 Number of Basic Load Cases 6 Number of Combination Load Cases 13 Included in this printout are data for.- View or.View MAINFRAME r Inrlifrlarl in this nrintnut nra racn/te f-1-41-- Type nrInarlrocas• Type UC Name Combination 7 D+LR Combination 8 D+0.6WXP Combination 9 D+0.6WXN Combination 10 D+0.6WZP Combination 11 D+0.6WZN Combination 12 D+0.75LR+0.45WXP Combination 13 D+0.75LR+0.45WXN _ Combination 14 D+0.75LR+0.45WZP Combination 15 D+0.75LR+0.45WZN Combination 16 0.6D+0.6WXP Combination 17 0.6D+0.6WXN Combination 18 0.6D+0.6WZP O9FLOFESS/o CIVIL G, LU O AR A. m D. U-YASEIN XT C73389 Q OF OCTOBER 25 2016 Print Time/Date: 25/10/2016 13:39 STAAD. Pro for Windows 20.07.04.12 Print Run 1 of 2 �. AaA ENGIN'FERINC' - ig _ra„ •�s�^� ai t "° � . 'Job No � 230 16-1440 Sheet No - _ SO.2 /25 Rev e 'rru us.:.....: rY.st.n :r.YAxtanirai � 'i'.Ydy lRb.bLl.•'Nu lrai algtr ..� .. a - '... '• .. Software licensed to:. :.. % •., .. • .•, . � .. .. Part' - - JobTitle HAYDEN WAS SER " - ' " - - - - Ref - v _ - av AF' .. Date25-OCT-16 chd :OA' Client t_-. AMERICAN CARPORTS.Inc '. : � - . - -' ' � '.. - ' . `. . '� File 233-16-1440.std~. Datemme 25 -Oct -2016 13:00 * ,rte . • ,'� -�-�`' �c�+i. � l.. ' ' - �"l .'`�- � Vii. � - `� .. +�� K - '�` �. _ , �:�-rte $ � .•. �. -� � ., _'-c� � _ .., ��:;, � �,. � 1�- •� ♦ ... . . Imo' } i� �I � �I ^ �/^�•%`Yi l�� .� `%�_ •-� �;- Vis:,'. -.�. . - • ... -- • ���!' •f, i , JJ , � rte' r � �v �`Irt \kOFESS/O^'_ CIVIL MAR }ins -. ABU-YASEIN ys� C73389 �Q • - 9TF OF CAUfr WHOLE STRUCTURE o `, R OCTOBER 25 2016 Print Time/Date:25/10/201613:4i-. -STAADProfor Windows 20.07.04.12 ; - - - - - _ Print Run 1 of 4 . y Print Time/Date: 25/10/201613:41 STAAD. Pro for Windows 20.07.04.12 Print Run 2 of 4 Job No She et No Rev .' AaA HNCINF.F,RI�C 233-16-1440 S03/25 - ill NeY�.u[ep4e,6w.s 11 'f.t IIN7TLIW Y'.kay aro4.MLI Vw (Inl s+wl, - .. ' Part Software licensed to - Job Title HAYDEN WASSER Ref By AF oa"25-OCT-16 Chd OA Client AMERICAN CARPORTS.Inc File 233-16-1440.std Date/Tme 25 -Oct -2016 13:00 Entity Color Legend TS222212GA N TS222212GAD12 ■ CS252514GA M DUMMY TS252514GAI12 M 000p, ppm SM= Default Plate Color Default Solid Color x 0 N IN0 ESS/0 3o poK OQ?,OF �� CIVIL w OMAR A. m ABU-YASEIN d1� C73389 �Q CA��O� MAIN FRAME OVERVIEW OCTOBER 25 216 Print Time/Date: 25/10/201613:41 STAAD. Pro for Windows 20.07.04.12 Print Run 2 of 4 -Print Time/Date: 25/10/2016 13:41 _ STAAD.Pro for Windows 20.07.04.12 - Print Run 3 of 4 Job No Sheet No, Rev ��. AaA VJCGINF.F.RINC' uim.•�i,u�ruzu 233-16-1440 SO4/25 Software licensed to - Part Job Tue HAYDEN WASSER Ret By AF Dat'25-OCT-16 Chd OA Client AMERICAN CARPORTS.InC File 233 16 1440std Datemme 25 -Oct -2016 13:00 Entity Color Legend TS222212GA TS222212GAD12 ❑ CS252514GA N DUMMY 7S252514GA112 M Default Plate Color❑ 16.00ft De Color it . 0 N 30.00ft .._ �OQp,0FESS/0 CIVIL` ��- G� OMAR A. m W ABU-YASEIN N S� C73389 Q FC MAINFRAME OCTOBER 25 2016 -Print Time/Date: 25/10/2016 13:41 _ STAAD.Pro for Windows 20.07.04.12 - Print Run 3 of 4 aA AECIN RF.k>RINC Job No 233-16-1440 Sheet No S05/25 Rev Software licensed to - Part Job Title HAYDEN WASSER Ref By AF Date25-OCT-16 chd OA client AMERICAN CARPORTS.Inc File 233-16-1440.std Datemme 25 -Oct -2016 13:00 � I , y Ii iit i I : _� ! I I OQ?,0FESS/0�9 a jj C7 CIVIL AP, ) c A3 OMAR A. m �1 � ABU-YASEIN T 0, C73389 �P OF CAL�O� SUPPORTS WITH NUMBER OCTOBER 25 2016 enol ilmemale: z0nw[u1b 13:41 STAAD.Pro for Windows 20.07.04.12 Print Run 4 of 4 CIVIL Comb. Combination LIC Name ' - Primary LIC Nemo Factor 7 D+LR . ''� 233-16-1440 meal SO 6 /25 R.5°awera lkenae°b.=wswr_• Pan, , b0 No 233-16-1440 S°6wote 6ceneed br-�ww.r. Pen 5°eel N° Rev SO 7/25 J- nae HAYDEN WASSER Rel .. - . • By AF D"'25-OCT-16 c"° OA .1,11M HAYDEN WASSER Rd By AF D..25-OCT-16 c^° OA co- AMERICAN CARPORTS.Inc PaB 233-16-1440.s[d oa'Br^"1B 25-OM-2016 13:00 cap1n AMERICAN CARPORTS.Inc Pa8 233-16-1440.std 081or^1°O 25-Oct-2016 13:00 Section Properties Prop Section Area Ivr la J Material2 TS222212GA 0.933 0.775 0.775 7.070 STEEL 3 TS222212GAD72 1.867 1.430 3.793 1.070 STEEL 4 CS252514GA 0.609 0.409 0.694 0.001 STEEL 5 DUMMY 0.020 0.000 0.000 0.000 STEEL ' 6 TS252514GA172 1.775 1.715 1.715 2.335 STEEL Plate Thickness Prop Node A Node 8 Node C Node D Material , , (in) (In) (in) (in) 1 0.014 0.014 0.014 0.014 STEEL ' Materials Mat Name E v Density ' Ike!) (kip!^°) (1PK) 1 STEEL 29E+3 0.300 0.000 6.5E-6 2 STAINLESSSTEEL 28.7E*3 0.300 0.000 16E -6 3 ALUMINUM t0E+3 0.330 0.000 23E -6 4 CONCRETE 3.75E+3 0.170 0.000 10E-6 Basic Load Cases Number .Name 1 DEAD 2 ROOFLIVE Oi=ESS 3 WINDXP Q� /0j)7_ 4 WINDXN 5 WINDZP 6 WINDZN CO � OMAR A. m � ABU-YASEIN � ST C73389 Q- - 9TF0 Combination Load Cases 1.00 3 WINDXP 0.60 9 D+O.6WXN 1 DEAD 1.00 4 WINDXN 0.60 10 D+O.6WZP 1 DEAD 1.00 5 WINDZP 0.60 11 0+0.6WZN 1 DEAD 1.00 6 WINDZN 0.60 12 D+0.75LR*0.45WXP 7 DEAD - 1.00 2 ROOFLIVE 0.75 3 WINDXP 0.45 13 D+0,75LR+0.45WXN 1 DEAD 1.00 2 ROOFLIVE 0.75 4 WINDXN - 0.45 14 D+0.75LR+0.45WZP 1 DEAD 1.00 2 ROOFLIVE 0.75 5 WINDZP 0.45 15 D+0.75LR+0.45WZN 1 DEAD 1.00 2 ROOFLIVE 0.75 6 WINDZN 0.45 16 D.6D+O.6WXP 1 DEAD 0.60 3 WINDXP 0.60 17 0.60+0.6WXN 1 DEAD 0.60 4 WINDXN 0.60 18 O.6D+O.6WZP 1 DEAD 0.60 5 WINDZP PMi Tagw oW.: 29m2o16 13x2 STAAD.Pro for Windows 20.07.04.12 Pani mm 1 a 3 P 1Me41ab: MOK2o1613.32 STAAD.Pro for Windows 20.07.04.12 Pnn1 Run x oro CIVIL Comb. Combination LIC Name Primary Primary LIC Nemo Factor 7 D+LR 1 DEAD 1.00 2 ROOFLIVE 1.00 6 D+O.6WXP 1 DEAD 1.00 3 WINDXP 0.60 9 D+O.6WXN 1 DEAD 1.00 4 WINDXN 0.60 10 D+O.6WZP 1 DEAD 1.00 5 WINDZP 0.60 11 0+0.6WZN 1 DEAD 1.00 6 WINDZN 0.60 12 D+0.75LR*0.45WXP 7 DEAD - 1.00 2 ROOFLIVE 0.75 3 WINDXP 0.45 13 D+0,75LR+0.45WXN 1 DEAD 1.00 2 ROOFLIVE 0.75 4 WINDXN - 0.45 14 D+0.75LR+0.45WZP 1 DEAD 1.00 2 ROOFLIVE 0.75 5 WINDZP 0.45 15 D+0.75LR+0.45WZN 1 DEAD 1.00 2 ROOFLIVE 0.75 6 WINDZN 0.45 16 D.6D+O.6WXP 1 DEAD 0.60 3 WINDXP 0.60 17 0.60+0.6WXN 1 DEAD 0.60 4 WINDXN 0.60 18 O.6D+O.6WZP 1 DEAD 0.60 5 WINDZP 0.60 19 O.6D+O.6WZN 1 DEAD 0.60 6 WINDZN 0.60 F CAL\FO�� OCTOBER 25 2016 Comb. Combination LIC Name Primary Primary LIC Nemo Factor 7 D+LR 1 DEAD 1.00 2 ROOFLIVE 1.00 6 D+O.6WXP 1 DEAD 1.00 3 WINDXP 0.60 9 D+O.6WXN 1 DEAD 1.00 4 WINDXN 0.60 10 D+O.6WZP 1 DEAD 1.00 5 WINDZP 0.60 11 0+0.6WZN 1 DEAD 1.00 6 WINDZN 0.60 12 D+0.75LR*0.45WXP 7 DEAD - 1.00 2 ROOFLIVE 0.75 3 WINDXP 0.45 13 D+0,75LR+0.45WXN 1 DEAD 1.00 2 ROOFLIVE 0.75 4 WINDXN - 0.45 14 D+0.75LR+0.45WZP 1 DEAD 1.00 2 ROOFLIVE 0.75 5 WINDZP 0.45 15 D+0.75LR+0.45WZN 1 DEAD 1.00 2 ROOFLIVE 0.75 6 WINDZN 0.45 16 D.6D+O.6WXP 1 DEAD 0.60 3 WINDXP 0.60 17 0.60+0.6WXN 1 DEAD 0.60 4 WINDXN 0.60 18 O.6D+O.6WZP 1 DEAD 0.60 5 WINDZP 0.60 19 O.6D+O.6WZN 1 DEAD 0.60 6 WINDZN 0.60 F Software lkeesed b• -Me,~ . .mnnue HAYDEN WASSER Cue -1 AMERICAN CARPORTS.Inc Node Displacement Summary bU No s- No R- 23316-1440 SO 8 /25' PM Rel ay AF 0 -25 -OCT -16 cw OA F°e 233-16-1440.sttl 0"ern'eO 25 -Oct -201613:00 �OQ�kOFESS/0ykl` CIVIL OMAR A. m w ABU-YASEIN - ST. C73389 �P OF CA��O� OCTOBER 25 2.016 Node LIC X (In) Y (in) Z Resultant (In)- (in) rX (deg) rY (deg) r2 .(deg) MaxX 3410 7:D -LR 0.875 O.00D -0.000 0.875 -0.000 -0.000 -0.090 Min X 521 7:D+LR -0.875 0.000 -0.000 0.875 -0.000 0.000 0.091 MaxY 1449 16:0.6D+0.6W: -0.051 0.697 0.000 0.699 0.000 0.000 0.036 Min 2295 7:D+LR -0.066 -1.553 -0.000 1.554 -0.000 -0.000 0.059 Max Z 1887 19:0.6D+0.6W: -0.000 -0.000 1.524 1.524 0.155 -0.000 0.000 Min Z 1887 8:D+0.6WXP 0.004 0.001 -1.338 1.338 -0.137 0.000 -0.003 Max rX 16 1 19:0.6D+0.6W 0.000 1 0.000 0.000 1 0.000 1.487 1 -0.000 0.000 Min rX 1532 8:D+0.6WXP 0.015 0.001 0.161 0.161 .1.342 -0.350 -0.004 Max rY 2170 8:D+0.6WXP 0.008 O.DO2 1.116 1.117 -0.631 0.451 -0.002 Min rY 1524 8:D+0.6WXP 0.011 0.000 1.091 1.091 -0.579 -0.398 -0.003 Max rZ 3665 7:D+LR 0.321 -0.000 -0.000 0.321 -0.000 -0.000 0.945 Min,Z 776 7:D+LR -0.322 -0.000 -0.000 0:322 -0.000 0.000 -0.945 Max Rst 2295 7:D+LR' -0.066 -1.553 -0.000 1.554 -0.000 -0.000 0.059 �OQ�kOFESS/0ykl` CIVIL OMAR A. m w ABU-YASEIN - ST. C73389 �P OF CA��O� OCTOBER 25 2.016 Axial Shear Torsion Bending Section Mas PF. (ki) Max Fy (kip) Max F. (kip) Max Mx (kipin) Max My (klpin) - Max Mz (kip -,n) TS222212GA Max we 5.686 0.352 1.301 3.172 15.172 " 11.201 Max -va -6.705 -0.459 -1.304 -3.172 -15.204 -10.637 TS222212GAD12 Max+ve 1.702 0.553 0.086 0.486 1.251 8.703 Max -ve -0.975 -0.370 -0.299 -0.607 Beam Maximum Forces by Section Property -14.092 CS252514GA Max+ve 1.854 �OQ�kOFESS/0ykl` CIVIL OMAR A. m w ABU-YASEIN - ST. C73389 �P OF CA��O� OCTOBER 25 2.016 Axial Shear Torsion Bending Section Mas PF. (ki) Max Fy (kip) Max F. (kip) Max Mx (kipin) Max My (klpin) - Max Mz (kip -,n) TS222212GA Max we 5.686 0.352 1.301 3.172 15.172 " 11.201 Max -va -6.705 -0.459 -1.304 -3.172 -15.204 -10.637 TS222212GAD12 Max+ve 1.702 0.553 0.086 0.486 1.251 8.703 Max -ve -0.975 -0.370 -0.299 -0.607 -15.142 -14.092 CS252514GA Max+ve 1.854 0.000 0.000 0.000 0.000 0.000 Max -va -0.993 0.000 0.000 0.000 0.000 0.000 TS252514GA112Max+ve 1.496 1.164 0.116 0.185 1.054 22.628 Max -ve -1.041 -1.164 -0.117 -0.185 -1.050 -22.625 �OQ�kOFESS/0ykl` CIVIL OMAR A. m w ABU-YASEIN - ST. C73389 �P OF CA��O� OCTOBER 25 2.016 �'�"�" Sanware arenree b, -•+'w•-•• SS/O �`� IL r� A EI 389 I A`�p� 25 Z �' Q 2016 J°� N° aeeet N° Rev 233-16-1440 S010/25 Part be nue HAYDEN WASSER vt_ �Yna�a'C J°e N° s°eat Na flay 233-16-1440 SO 9 /25 5°Rxare OcertfBa b•-r^n•_• Part me nue HAYDEN WASSER Ra ey qF oare15-0CT-16 � OA Ru By AF Guam AMERICAN CARPORTS.Inc �B 233-16-1440 - PD:std oabrtun° 25 -Oct -2016 73:08 cuom AMERICAN CARPORTS.Inc Reaction Summary Horizontal Vertical Horizontal Moment Node LIC F% FY FZ M% MV MZ (kip) (kip) (kip) (kip'in) (kip in) (kip in) Max FX 2 14:0+O.75LR+t O.d62 0.942 -0.096 0.000 0.000 0.000 Pu0 233-16-1440-PD.std 25 -OM -201613:08 Reaction Envelope Cont... Horizontal Vertical Horizontal Min FX 10 17:0.6D+O.6W: -0.603 -0.476 -0.006 0.000 0.000 0.000 Moment Max FY 9 7:D+LR 0.413 1.651 0.000 0.000 0.000 0.000 M2 (kip'in) 7 +ve Load: 14 Load: Load:7 Min FY 10 ,6:0.6D+O.6W: -0.576 -0.875 -0.011 0.000 0.000 0.000 0.000 7 -ve Load: 17 Load: 16 Load: 18 8 +ve 0.424 1.650 0.000 0.000 O.ODD Max FZ 72 8:D+0.6WXP -0.040 0.078 O.d02 0.000 0.000 0.000 8 +ve Load: 14 Load: 7 Load: ? 8 -ve -0.567 -0.756 -0.124 0.000 0.000 Min FZ 17 B:D+O.6WXP -0.042 -0.177 -0.608 0.000 0.000 0.000 8 -ve Load: t7 Load: 16 Load: 18 9 +ve 0.429 1.651 0.000 0.000 Maz MX 1 7:D+LR -0.011 0.199 0.006 0.000 0.000 O.ODO 9e -0.558-0.720-0.123 0.000 Min MX 1 7:D*LR -0.011 0.199 0.006 0.000 0.000 O.00D 10+ve0.4421.6430.000 0.000 Max MY 1 7:D+LR -0.011 0.199 0.006 0.000 0.000 0.000 ,0e-0.603 -0.675 -0.131 O.D00 Min MY 1 7:D+LR -0.011 0.199 0.006 0.000 0.000 0.000 11 +ve o.zos o.aas o.000 o.osD o.000 o.000 Maz MZ 1 7:D+LR -0.011 0.199 0.006 0.000 0.000 0.000 11 -ve -0.130 -0.072 -0.110 0.000 0.000 Min MZ 1 7:D+LR -0.071 0.199 0.006 0.000 0.000 O.ODD Reaction Envelope Horizontal Vertical Horizontal Moment Node Env FX FY FZ M% MY MZ (kip) (kip) (kip) (kip in) (kip'in) (kip in) 1 +ve 0.083 0.199 0.096 0.000 0.000 0.000 1 +ve Load: 18 Loatl: 7 Load: B 1 -ve -0.152 -0.572 -0.143 0.000 0.000 0.000 1 -ve Loatl:9 Load: 19 Load: 19 2 +ve 0.462 1.643 0.010 0.000 0.000 0.000 2 we Load: 14 Load: 7 Load: B 2 -ve -0.601 -0.872 -0.135 0.000 0.000 0.000 2 -ve Load: 17 Wad: 16 Load: 19 3 +ve 0.424 1.651 0.002 0.000 0.000 0.000 3 +ve Load: 14 Watl:7 Load: 16 F 3 -ve -0.559 -0.727 -0.124 0.000 0.000 0.000 �Q�O 3 -ve Load: 17 Wad: 16 Load: 11 - 4 We 0.425 1.fi50 0.002 0.000 0.000 0.000 h(� Cil 4 we Load: 14 Loatl:7 Load: 16 - - 4 -ve -0.567 -0.758 -0.725 0.000 0.000 0.00 1 co 0 Uy O. ,r 4 -ve Load: 77 Wad: 16 Load: 11 _ w OMAR 5 +ve 0.424 1.850 0.001 O.00D 0.000 0.000 � ABU_ 5 +ve Load: 14 Watl:7 Load: 76 5 -ve -0.564 -0.753 -0.123 0.000 0.000 0.000 5 -ve Wad: 17 Lead: 16 Lead: 10 Lf1T C] s +ve 0.424 1.650 0.000 0.000 o.00D 0.000 '9 6 +ve Load: 74 Wad:7 - �OF 6 -ve -0.565 -0.755 -0.123 0.000 0.000 0.00 6 -ve Load: 17 Wad: 16 Loatl: 10 7 +ve 0.424 1.650 0.000 0.000 0.000 LEi;ud 11 -ve Load: 9 Load: 17 Load: B 12 +ve 0.002 0.243 0.402 0.000 0.000 0.000 12 +ve Load: 7 Load: 13 Load: B 12 -ve -0.040 -0.091 -0.462 0.000 0.000 0.000 12 -ve Load: 16 Wad: 18 Load: 19 13 +ve 0.003 0.195 0.000 0.000 0.000 0.000 13 +ve Load:7 Loatl:7 13 -ve -0.021 -0.091 -0.347 0.000 0.000 0.000 13 -ve Load: 16 Load: 16 Load: B 14 +ve O.00D 0.284 0.380 0.000 0.000 0.000 14 +ve Load: 16 Load: 7 Load: B 14 -ve -0.026 -0.141 -0.447 0.000 0.000 0.000 14 -ve Load:9 Load: 16 Load: 19 15 +ve 0.005 0.431 0.000 0.000 0.000 0.000 15 +ve Load:7 Load: 15 -ve -0.031 -0.179 -0.602 0.000 0.000 0.000 15 -ve Load: 16 Load: 16 Load: B 16 +ve 0.000 0.264 0.366 0.000 0.000 0.000 16 +ve Load: 7 Wad: 7 Lead: B 16 -ve -0.022 -0.059 -0.434 0.000 0.000 Pmi 1trmY0ab: 2vtorsots ta:ss STAAD.Pro for Windows 20.07.04.12 �°° Rtm t u ° �°° rat° 2vtarzote ups STAAD.Pro for Windows 20.07.04.12 Pmt Ran 2 m. �'�"�" Sanware arenree b, -•+'w•-•• J°� N° aeeet N° Rev 233-16-1440 S010/25 Part be nue HAYDEN WASSER Ru By AF oaa25-OCT-16 G'^ OA cuom AMERICAN CARPORTS.Inc Pu0 233-16-1440-PD.std 25 -OM -201613:08 Reaction Envelope Cont... Horizontal Vertical Horizontal Moment Node Env F% FY FZ M% MY (kip) (kip) (kip) (kip in) (kip'in) M2 (kip'in) 7 +ve Load: 14 Load: Load:7 7 -ve -0.560 -0.753 -0.124 0.000 0.000 0.000 7 -ve Load: 17 Load: 16 Load: 18 8 +ve 0.424 1.650 0.000 0.000 O.ODD 0.000 8 +ve Load: 14 Load: 7 Load: ? 8 -ve -0.567 -0.756 -0.124 0.000 0.000 0.000 8 -ve Load: t7 Load: 16 Load: 18 9 +ve 0.429 1.651 0.000 0.000 9 +veLoatl: 14 Wad:7 Load:7 9e -0.558-0.720-0.123 0.000 U0.D000.000 9 -ve Load: 17 Wad:16 Loatl: 18 10+ve0.4421.6430.000 0.000 10 +veLoad:7 Wad:7 ,0e-0.603 -0.675 -0.131 O.D00 10 -ve Load: 17 Load: 16 Load: ,0 11 +ve o.zos o.aas o.000 o.osD o.000 o.000 1, +ve Load: 18 Lead: 14 11 -ve -0.130 -0.072 -0.110 0.000 0.000 0.000 11 -ve Load: 9 Load: 17 Load: B 12 +ve 0.002 0.243 0.402 0.000 0.000 0.000 12 +ve Load: 7 Load: 13 Load: B 12 -ve -0.040 -0.091 -0.462 0.000 0.000 0.000 12 -ve Load: 16 Wad: 18 Load: 19 13 +ve 0.003 0.195 0.000 0.000 0.000 0.000 13 +ve Load:7 Loatl:7 13 -ve -0.021 -0.091 -0.347 0.000 0.000 0.000 13 -ve Load: 16 Load: 16 Load: B 14 +ve O.00D 0.284 0.380 0.000 0.000 0.000 14 +ve Load: 16 Load: 7 Load: B 14 -ve -0.026 -0.141 -0.447 0.000 0.000 0.000 14 -ve Load:9 Load: 16 Load: 19 15 +ve 0.005 0.431 0.000 0.000 0.000 0.000 15 +ve Load:7 Load: 15 -ve -0.031 -0.179 -0.602 0.000 0.000 0.000 15 -ve Load: 16 Load: 16 Load: B 16 +ve 0.000 0.264 0.366 0.000 0.000 0.000 16 +ve Load: 7 Wad: 7 Lead: B 16 -ve -0.022 -0.059 -0.434 0.000 0.000 0.000 16 we Load: B Load: 16 Load: 19 17 +ve 0.000 0.389 0.000 0.000 0.000 0.000 17 +ve Wad: 18 Load: 17 -ve -0.042 -0.191 -0.606 0.000 0.000 0.000 17 we Wad:9 Loatl: t6 Load: B 18 +ve 0.000 0.284 0.381 0.000 0.000 0.000 O C T O B E �'�"�" Sanware arenree b, -•+'w•-•• J°� N° aeeet N° Rev 233-16-1440 S010/25 Part be nue HAYDEN WASSER Ru By AF oaa25-OCT-16 G'^ OA cuom AMERICAN CARPORTS.Inc Pu0 233-16-1440-PD.std 25 -OM -201613:08 Reaction Envelope Cont... Horizontal Vertical Horizontal Moment Node Env F% FY FZ M% MY (kip) (kip) (kip) (kip in) (kip'in) M2 (kip'in) 7 +ve Load: 14 Load: Load:7 7 -ve -0.560 -0.753 -0.124 0.000 0.000 0.000 7 -ve Load: 17 Load: 16 Load: 18 8 +ve 0.424 1.650 0.000 0.000 O.ODD 0.000 8 +ve Load: 14 Load: 7 Load: ? 8 -ve -0.567 -0.756 -0.124 0.000 0.000 0.000 8 -ve Load: t7 Load: 16 Load: 18 9 +ve 0.429 1.651 0.000 0.000 9 +veLoatl: 14 Wad:7 Load:7 9e -0.558-0.720-0.123 0.000 U0.D000.000 9 -ve Load: 17 Wad:16 Loatl: 18 10+ve0.4421.6430.000 0.000 10 +veLoad:7 Wad:7 ,0e-0.603 -0.675 -0.131 O.D00 10 -ve Load: 17 Load: 16 Load: ,0 11 +ve o.zos o.aas o.000 o.osD o.000 o.000 1, +ve Load: 18 Lead: 14 11 -ve -0.130 -0.072 -0.110 0.000 0.000 0.000 11 -ve Load: 9 Load: 17 Load: B 12 +ve 0.002 0.243 0.402 0.000 0.000 0.000 12 +ve Load: 7 Load: 13 Load: B 12 -ve -0.040 -0.091 -0.462 0.000 0.000 0.000 12 -ve Load: 16 Wad: 18 Load: 19 13 +ve 0.003 0.195 0.000 0.000 0.000 0.000 13 +ve Load:7 Loatl:7 13 -ve -0.021 -0.091 -0.347 0.000 0.000 0.000 13 -ve Load: 16 Load: 16 Load: B 14 +ve O.00D 0.284 0.380 0.000 0.000 0.000 14 +ve Load: 16 Load: 7 Load: B 14 -ve -0.026 -0.141 -0.447 0.000 0.000 0.000 14 -ve Load:9 Load: 16 Load: 19 15 +ve 0.005 0.431 0.000 0.000 0.000 0.000 15 +ve Load:7 Load: 15 -ve -0.031 -0.179 -0.602 0.000 0.000 0.000 15 -ve Load: 16 Load: 16 Load: B 16 +ve 0.000 0.264 0.366 0.000 0.000 0.000 16 +ve Load: 7 Wad: 7 Lead: B 16 -ve -0.022 -0.059 -0.434 0.000 0.000 0.000 16 we Load: B Load: 16 Load: 19 17 +ve 0.000 0.389 0.000 0.000 0.000 0.000 17 +ve Wad: 18 Load: 17 -ve -0.042 -0.191 -0.606 0.000 0.000 0.000 17 we Wad:9 Loatl: t6 Load: B 18 +ve 0.000 0.284 0.381 0.000 0.000 0.000 .br- By AF -'25-OCT-16-16 C- CA 'y AF 0"25 -OCT -160"25 -OCT -16 Cm OA a- AMERICAN CARPORTS.Inc mO 233-16-1440 - PD.std Node sneer R - w me No sneel Na Rw P 1 Nedeate: 2511012018 1315 STAAD.Pro for Windows 20.07.04.12 Pnnt a-3ot. P 13MNeele:25111PL01913:35 STAAD.Pm for Windaws 20.07.04.12 P 1Run4at4 233-16-1440 S011/25 Sonxvreucerueab rawt�. Pan HAYDEN WASSER - R°1 o°'Bm11p 25-Oc1-201613:08 AMERICAN CARPORTS.Inc 233-16-1440 - PD.stO 25 -Oct -2016 13:08 Reaction Envelope Cont... Reaction Envelope Cont... Horizontal Vertical Horizontal Moment Env FX FY F2 MX MV MZ Node Env FX FY FZ MX MY MZ (kip) (kip) (kip) (kip in) (kip'In) (kipin) (kip) (kip) (kip) (kip in) (kip in) (kip in) 18 +ve Load:7 Load:7 Loatl:6 29 +ve Load: 7 Load: ? 18 -ve -0.026 -0.086 -0.447 0.000 0.000 0.000 19 -ve -0.045 -0.146 -0.144 0.000 0.000 0.000 19 -ve Load: 17 Load: 16 Load: 16 20 +ve 0.000 0.205 0.393 0.000 0.000 0.000 31 +ve 0.000 1.643 0.000 0.000 0.000 0.000 20 +ve Load: 18 Load:7 Load:B 31 +ve Loatl:7 20 -ve -0.039 -0.228 -0.463 0.000 0.000 0.000 20 -ve Load:9 lead: 16 Load: 19 31 -ve Load: 12 Load: 18 Load: 10 21 +ve 0.000 0.047 0.000 0.000 0.000 0.000 32 +ve 0.010 0.468 0.000 0.000 0.000 0.000 21 +ve Load:7 32 *ve Load:7 Load: 14 21 -ve -0.052 -0.060 -0.270 0.000 0.000 0.000 21 -ve Load: B Load: 18 Load: B 22 +ve 0.011 0.359 0.105 0.000 0.000 0.000 22 +ve Load: 7 Load: 12 Load: B 22 -ve -0.167 -0.573 -0.143 0.000 0.000 0.000 22 -ve Load: 16 Load: 19 Load: 19 23 +ve 0.000 1.643 0.010 0.000 0.000 0.000 23 +ve Load: 7 Load: B 23 -ve -0.497 -0.541 -0.136 0.000 0.000 0.000 23 -ve Load: 12 Load: 16 Load: 19 24 +ve 0.000 1.651 0.002 0.000 0.000 0.000 24 +ve Loatl:7 Load: 16 24 -ve -0.516 -0.529 -0.124 0.000 0.000 0.000 24 -ve Load: 12 Load: 18 Load: 11 25 +ve 0.000 1.650 0.002 0.000 0.000 0.000 �OQFtOFESS/O 25 +ve Load: 7 Load: 16 25 -ve -0.505 -0.496 -0.125 0.000 0.000 0.000 CIVIL 25 -ve Load: 12 Load: 18 Load: 11 - 26 +ve 0.000 1.650 0.000 0.000 0.000 0.000 26 +ve Load: 7 Load: 16 w OMAR A. 26 -ve -0.507 -0.503 -0.124 0.000 0.000 0.000 26 We Load: 12 Load: 18 Load: 10 27 -ve -0.506 -0.502 -0.124 0.000 0.000 0.000 27 -ve Load: 12 Load: 18 Load: 10 28 we 0.000 1.650 0.000 0.000 0.000 0.000 OF CA��FO� 28 +ve Load:7 28 -ve -0.507 -0.502 -0.124 0.000 0.000 0.000 OCTOBER 25 2016 28 -ve Load: 12 Load: 18 Load: 10 29 +ve 0.000 1.650 0.0011 0.000 0.000 0.000 233 sneer R - w me No sneel Na Rw 233 sneer R - w • • - S/0 I ersJ A. I ASEIN Jae No Sew No Rev 233-16-1440 SO 13 /25 SeRworo lkeNBEb wgrr. Pen Joe No Seeef No Rm �b 233-16-1440 S014/25 aem.ele lhense4 br.u�n,r. PM ,benlb HAYDEN WASSER - - ♦ Ref -- -- ay AF oe"25-OCT-16 c OA be nue HAYDEN WASSER Ref - By AF 081°25 -OCT -16 L1° OA AMERICAN CARPORTS.Inc 233-16-1440.std DatoR1n1e 25-Oc1-2016 13:00 CM- AMERICAN CARPORTS.Inc ne 233-16-1440.std omenmb 25-00-201(11 2-0 Utilization Ratio Utilization Ratio Cont... Beam Analysis Design Actual Allowabl Rat lo Clause UC Ax Iz ly Ix Property Property Ratio Ratio(ActJAIIow.) (in) (In') (in') (In') Beam Analysis Design Actual Allowabl Ratio Clause L/C Ax Iz ly Ix Property Property Ratio Ratio AcIJAllow.) (in') (In') (In') (in') 1 TS222212G, TS222212G, 0.088 0.000 0.088 Clause H72 19 0.933 0.715 0.715 1 1.070 46 TS2222120, TS222212G, 0.033 1.000 0.033 Clause H72 13 0.933 0.715 0.715 1.070 2 TS222212G, TS222212G, 0.029 0.000 0.029 Clause H72 15 0.933 0.715 0.715 1.070 47 TS222212G, TS222212(1 0.020 1.000 0.020 Clause H12 13 0.933 0.715 0.715 1.070 3 TS222212G, TS222212G, - 0.021 0.000 0.021 Clause H72 18 0.933 0.715 0.715 1.070 48 TS222212G, TS222212G, 0.024 1.000 0.024 Clause H72 16 0.933 0.715 0.715 1.070 4 TS222212G, TS222212G, 0.020 0.000 0.020 Clause H3 7 0.933 0.715 0.715 1.070 49 TS222212G, TS222212G, 0.031 1.000 0.031 Clause H12 16 0.933 0.715 0.715 1.070 5 TS222212G, TS222212G, 0.031 0.000 0.031 Clause H12 13 0.933 0.715 0.715 1.070 50 TS222212G, TS222212G, 0.098 1.000 0.098 Clause HI/2 14 0.933 0.715 0.715 1.070 6 TS222212G, TS222212G, 0.070 0.000 0.070 Clause H12 7 0.933 0.715 0.715 1.070 51 TS222212G, TS222212G, 0.292 1.ODO 0.292 Clause H12 7 0.933 0.715 0.715 1.070 7 TS222212G, TS222212G, 0.017 0.000 0.017 Clause H72 7 0.933 0.715 0.715 1.070 52 TS222212G, TS222212G, 0.296 1.000 0.296 Clause H12 7 0.933 0.715 0.715 1.070 8 TS222212G, TS222212G, 0.010 0.000 0.010 Clause Hl/2 17 0.933 0.715 0.715 1.070 53 TS222212G, TS222212G, 0.189 1.000 0.189 Clause H12 7 0.933 0.715 0.715 1.070 9 TS222212G, TS222212G, 0.017 0.000 0.017 Clause H3 7 1 0.933 0.715 1 0.715 1.070 54 1 TS222212G,l TS222212G, 0.188 1.000 0.188 Clause H12 7 1 0.933 0.715 0.715 1.070 , -10 TS222212G, TS222212G, 0.063 0.000 0.063 Clause Hl/2 7 0.933 0.715 0.715 1.070 55 TS222212G, TS222212G, 0.161 1.000 0.161 Clause Ht/2 7 0.933 0.715 0.715 1.070 11 TS222212G, TS222212G, 0.040 0.000 0.040 Clause H72 7 0.933 0.715 0.715 1.070 56 TS222212(1 TS222212G, 0.160 1.000 0.160 Clause H12 7 0.933 0.715 0.715 1.070 12 TS222212G, TS222212G, 0.018 0.000 0.018 Clause 1-112 7 0.933 0.715 0.715 1.070 57 TS222212G, TS222212G, 0.144 1.000 0.144 Clause H72 7 0.933 0.715 0.715 1.070 13 TS222212G, TS222212G, 0.013 0.000 0.013 Clause 1-112 17 0.933 0.715 0.715 1.070 58 TS222212G, TS222212G, 0.142 1.000 0.142 Clause H12 7 0.933 0.715 0.715 1.070 14 TS222212G, TS222212G, 0.016 0.000 0.016 Clause H72 7 0.933 0.715 0.715 1.070 59 TS222212G, TS222212G, 0.131 1.000 0.131 Clause Ht/2 7 0.933 0.715 0.715 1.070 15 TS222212G, TS222212G, 0.063 0.000 0.063 Clause H72 7 0.933 0.715 0.715 1.070 60 TS222212G, TS222212G, 0.128 1.000 0.128 Clause H1/2 7 0.933 0.715 0.715 1.070 16 TS222212G, TS222212G, 0.026 0.000 0.026 Clause H172 111 0.933 0.715 0.715 1.070 61 TS222212G, TS222212G, 0.121 1.000 0.121 Clause H1/2 7 0.933 0.715 0.715 1.070 17 TS222212G, TS222212G, 0.014 0.000 0.014 Clause H12 7 0.933 0.715 0.715 1.070 62 TS222212G, TS222212G, 0.118 1.000 0.118 Clause H12 7 0.933 0.715 0.715 1.070 18 TS222212G, TS222212G, 0.013 0.000 0.013 Clause H72 17 0.933 0.715 0.715 1.070 63 TS222212G, TS222212G, 0.112 1.000 0.112 Clause H12 7 0.933 0.715 0.715 1.070 19 TS222212G, TS222212G, 0.014 0.000 0.014 Clause H72 13 0.933 0.715 0.715 1.070 64 TS222212G, TS222212G, 0.109 1.000 0.109 Clause H12 7 0.933 0.715 0.715 1.070 20 TS222212G, TS222212G, 0.049 0.000 0.049 Clause H12 7 0.933 0.715 0.715 1.070 65 TS222212G, TS222212G, 0.102 1.000 0.102 Clause H1/2 7 0.933 0.715 0.715 1.070 21 TS222212G, TS222212G, 0.023 0.000 0.023 Clause H12 10 0.933 0.715 0.715 1.070 66 TS222212G, TS222212G, 0.099 1.000 0.099 Clause H7/2 7 0.933 0.715 0.715 1.070 22 TS222212G, TS222212G, 0.012 0.000 0.012 Clause H12 17 0.933 0.715 0.715 1.070 67 TS222212G, TS222212G, 0.090 1.000 0.090 Clause H7/2 7 0.933 0.715 0.715 1.070 23 TS222212G, TS222212G, 0.013 0.000 0.013 Clause H12 17 0.933 0.715 0.715 1.070 68 TS222212G, TS222212G, 0.088 1.000 0.088 Clause H7/2 7 0.933 0.715 0.715 1.070 24 TS222212G, TS222212G, 0.011 0.000 0.011 Clause H12 17 0.933 0.715 0.715 1.070 69 TS222212G, TS222212G, 0.074 1.000 0.074 Clause 1-112 7 0.933 0.715 0.715 1.070 25 TS222212G, TS222212G, 0.030 0.000 0.030 Clause H72 14 0.933 0.715 0.715 1.070 70 TS222212G, TS222212G, 0.076 1.000 0.076 1 Clause 1-112 7 0.933 0.715 0.715 1.070 26 TS222212G, TS222212G, 0.036 0.000 0.036 Clause 1-112 14 0.933 0.715 0.715 1.070 71 TS222212G, TS222212G, 0.057 1.000 0.057 Clause 1-112 - 7 0.933 0.715 0.715 1.070 27 TS222212G, TS222212G, 0.012 0.000 0.012 Clause H1/2 14 0.933 0.715 0.715 1.070 72 TS222212G, TS222212(1 0.056 1.000 0.056 Clause H72 7 1 0.933 1 0.715 0.715 1.070 28 TS222212G, TS222212G, 0.013 1.000 0.013 Clause Hl/2 17 0.933 0.715 0.715 1.070 73 TS222212G, TS222212G, 0.122 1.000 0.122 Clause H72 16 0.933 0.715 0.715 1.070 29 TS222212G, TS222212G, 0.012 1.000 0.012 Clause H112 14 0.933 0.715 0.715 1.070 74 TS222212G, TS222212(1 0.129 1.000 0.129 Clause H72 16 0.933 0.715 0.715 1.070 30 TS222212G, TS222212G, 0.023 1.000 0.023 Clause H72 17 0.933 0.715 0.715 1.0701 75 TS222212G, TS222212G, 0.049 1.00 0.049 Clause H3 8 0.933 0.715 0.715 1.070 31 TS222212G, TS222212G, 0.049 1.000 0.049 Clause H72 14 0.933 0.715 0.715 1.070 76 TS222212G, TS222212G, 0.053 1.000 0.053 Clause H3 19 0.933 0.715 0.715 1 1.070 32 TS222212G, TS222212G, 0.015 1.000 0.015 Clause H72 14 0.933 0.715 0.715 1.070 77 TS222212G, TS222212G, 0.074 1.000 0.074 Clause H72 16 0.933 0.715 0.715 1.070 33 TS222212G, TS222212G, 0.013 1.000 0.013 Clause H12 17 0.933 0.715 0.715 1.070 78 TS222212G, TS222212G, 0.066 1.000 0.066 Clause H3 16 0.933 0.715 0.715 1.070 34 TS222212G, TS222212G, 0.014 1.000 0.014 Clause H72 14 0.933 0.715 0.715 1.070 79 1 TS222212G, TS222212G, 0.033 1.000 1 0.033 Clause H3 12 0.933 0.715 0.715 1.070 35 TS222212G, TS222212G, 0.026 1.000 0.026 Clause H12 13 0.933 0.715 0.715 1.070 80 TS222212G, TS222212G, 0.034 1.000 0.034 Clause H3 19 0.933 0.715 0.715 1.070 36 TS222212G, TS222212G, 0.063 1.000 0.063 Clause H12 7 0.933 0.715 0.715 1.070 81 TS222212G, TS222212G, 0.057 1.000 0.057 Clause H3 8 1 0.933 0.715 0.715 1.070 37 TS222212G, TS222212G, 0.018 1.000 0.018 Clause H12 14 0.933 0.715 0.715 1.070 o 82 TS222212G, TS222212G, 0.059 1.000 0.059 Clause H3 19 0.933 1 0.715 0.715 1.070 38 TS222212G, TS222212G, 0.013 1.000 0.013 Clause H12 17 0.933 0.715 0.715 1.070 93 TS222212G, TS222212G, 0.043 1.000 0.043 Clause H72 7 0.933 0.715 0.715 1.070 39 TS222212GP TS222212G, 0.018 1.000 0.018 Clause 1-172 7 0.933 0.715 0.715 1.070 84 TS222212G, TS222212G, 0.045 1.000 0.045 Clause 1-112 7 0.933 0.715 0.715 1.070 40 TS222212G, TS222212G, 0.040 1.000 0.040 Clause H12 7 0.933 0.715 0.715 1.070 85 TS222212G, TS222212G, 0.059 1.000 0.059 Clause H3 19 0.933 0.715 0.715 1.070 41 TS222212G, TS222212G, 0.063 1.000 0.063 Clause H12 7 0.933 0.715 0.715 1.070 rlEs 86 TS222212G, TS222212G, 0.057 1.000 0.057 Clause H3 16 0.933 0.715 0.715 1.070 42 TS222212G, TS222212G, 0.018 1.000 0.018 Clause H72 16 0.933 0.715 0.715 1 �O 87 TS222212G, TS222212G, 0.066 1.000 0.066 Clause H72 7 0.933 0.715 0.715 1.070 43 TS222212G, TS222212G, 0.011 1.000 0.011 Clause Hit 10 0.933 0.715 0.715 88 TS222212G TS222212G, 0.067 1.000 0.067 Clause H72 7 0.933 0.715 0.715 1.070 44 TS222212Cv TS222212G, 0.019 1.000 0.019 Clause H72 14 0.933 0.715 0.715 CIVIL 89 TS222212G, TS222212G, 0.054 1.000 0.054 Clause H3 19 0.933 0.715 0.715 1.070 45 TS222212G, TS222212G, 0.070 1.000 0.070 Clause H12 7 0.933 0.715 0.715 0 P^m nmaoelo: 2sr10201813:38 STAAD.Pro for Windows 20.07.04.12 'n OMAR ABU- 90 TS222212G, TS222212G, 0.057 1.000 0.057 Clause H3 16 0.933 0.715 0.715 1.070 i b:25r1NN1813:30 - 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SEII�" 73389 J°D No seCa1 NO Rev 233-16-1440 SO 15 /25 Software lkenaeE br-i.enr�. Pon be N° Seea1 NO Rev ' tN! 233-16-1440 S016/25 Software ar4aaea mr�'"°n"" - PM .be nae HAYDEN WASSER - Re1 By AF o°'r25-OCT-16 Ce4 OA ben- HAYDEN WASSER - Re1 el AF D 25-0CT-16 Ct0 OA C-m AMERICAN CARPORTS.Inc - F°O 233-16-1440.std m'an` 1p 25-0cf-2016 13:00 a- AMERICAN CARPORTS.Inc Foo 233-16-1440.std o81am°m 25-Oc1-2016 13:00 Utilization Ratio Cont... Utilization Ratio Cont... Beam Analysis Design Actual Allowabl Ratio Clause LIC Ax Iz ty Ix Property Property Ratio Ratio (AcUAllow.) (In) (in4) (in4) (in4) Beam Analysis Design Actual Allowabl Ratio Clause LIC Ax Iz ly Ix Property Property Ratio Ratio ActJAllow.) (In) (Ind) (In4) 91 TS222212G, TS222212G, 0.092 1.000 0.092 Clause H72 7 0.933 0.715 0.715 1.070 136 TS222212G, TS222212G, 0.292 1.000 0.292 Clause H12 7 0.933 0.715 0.715 1.070 92 TS222212G, TS222212G, 0.094 1.000 0.094 Clause H12 7 0.933 0.715 0.715 1.070 137 TS222212G, TS222212G, 0.278 1.000 0.278 Clause H1/2 7 0.933 0.715 0.715 1.070 93 TS222212G, TS222212G, 0.080 1.000 0.080 Clause H3 19 0.933 0.715 0.715 1.070 138 TS222212G, TS222212G, 0.235 1.000 0.235 Clause H112 7 0.933 0.715 0.715 1.070 94 TS222212G, TS222212G, 0.056 1.000 0.056 Clause H3 16 0.933 0.715 0.715 1.070 139 TS222212G, TS222212G, 0.163 1.000 0.163 Clause H72 7 0.933 0.715 0.715 1.070 95 TS222212G, TS222212G, 0.099 1.000 0.099 Clause HI/2 15 0.933 0.715 0.715 1.070 140 TS222212G, TS222212G, 0.131 1.000 0.131 Clause H72 13 0.933 0.715 0.715 1.070 96 TS222212G, TS222212G, 0.105 1.000 0.105 Clause 1-17/2 16 0.933 0.715 0.715 1.070 141 TS222212G, TS222212G, 0.142 1.000 0.142 Clause H72 7 0.933 0.715 0.715 1.070 97 TS?22212G, TS222212G, 0.122 1.000 0.122 Clause H1/2 t6 0.933 0.715 0.715 1.070 142 TS222212G, TS222212G, 0.029 1.000 0.029 Clause 1-112 19 0.933 0.715 0.715 1.070 98 TS222212G, TS222212G, 0.119 1.000 •0.119 Clause H12 16 0.933 0.715 0.715 1.070 143 TS222212G, TS222212G, 0.031 1.000 0.031 Clause H12 16 0.933 0.715 0.715 1.070 99 TS222212G, TS222212G, 0.195 1.000 0.195 Clause H12 19 1 0.933 1 0.715 0.715 1 1.070 144 TS222212G TS222212G, 0.168 1.000 0.168 Clause H12 7 1 0.933 0.715 0.715 1.070 100 TS222212G, TS222212G, 0.191 1.000 0.191 Clause H12 16 0.933 0.715 0.715 1.070 145 TS222212G, TS222212G, 0.174 1.000 0.174 Clause H12 7 0.933 0.715 0.715 _1.070 101 TS222212G, TS222212G, 0.263 1.000 0.263 Clause H72 19 0.933 0.715 0.715 1.070 146 TS222212G, TS222212G, 0.250 1.000 0.250 Clause Hit 7 0.933 0.715 0.715 1.070 102 TS222212G, TS222212G, 0.252 1.000 0.252 Clause H72 16 0.933 0.715 0.715 1.070 147 TS222212G TS222212G, 0.303 1.000 0.303 Clause H12 7 0.933 0.715 0.715 1.070 103 TS222212G, TS222212G, 0.314 1.000 0.314 Clause H72 19 0.933 0.715 0.715 1.070 148 TS222212G, TS222212G, 0.335 1.000 0.335 Clause H/2 7 0.933 0.715 0.715 1.070 104 TS222212G, TS222212G, 0.297 1.000 0.297 Clause Ht/2 16 0.933 0.715 0.715 1.070 149. TS222212G, TS222212G, 0.345 1.000 .0.345 Clause H112 7 0.933 0.715 0.715 1.070 105 TS222212G, TS222212G, 0.343 1.000 0.343 Clause H72 19 0.933 0.715 0.715 1.070 150 TS222212G, TS222212G, 0.335 1.000 0.335 Clause HI/2 7 0.933 0.715 0.715 1.070 106 TS222212G, TS222212G, 0.324 1.000 0.324 Clause H1/2 16 0.933 0.715 0.715 1.070 151 TS222212G, TS222212G, 0.303 1.000 1 0.303 Clause 1-11/2 7 0.933 0.715 0.715 1.070 107 TS222212G, TS222212G, 0.348 1 1.000 0.348 Clause 1-112 19 0.933 0.715 0.715 1.070 152 1 TS222212G, TS222212G 0.250 1.000 0.250 Clause H12, 7 0.933 1 0.715 0.715 1.070 108 TS222212G, TS222212G, 0.328 1.000 0.328 Clause 1-17/2 1 16 1 0.933 0.715 0.715 1 1.070 153 TS222212G, TS222212G 0.173 1.000 0.173 Clause H12 7 0.933 0.715 0.715 1.070 109 TS222212G, TS222212G, 0.346 1.000 0.346 Clause 1-112 19 0.933 0.715 0.715 1.070 154 TS222212G, TS222212G, 0.166 1.0D0 0.166 Clause 1-172 - 7 1 0.933 0.715 0.715 1.070 110 TS222212G TS222212G, 0.327 1.000 0.327 Clause H12 16 0.933 0.715 0.715 1.070 155 TS222212G, TS222212G 0.024 1.000 0.024 Clause H3 11 0.933 0.715 0.715 1.070 111 TS222212G TS222212G, 0.321 1.000 0.321 Clause H12 19 0.933 0.715 0.715 1.070 156 TS222212G, TS222212G, 0.091 1.000 0.091 Clause H72 16 0.933 0.715 0.715 1.070 112 TS222212G, TS222212G, 0.307 1.000 0.307 Clause H12 16 0.933 0.715 0.715 1.70 157 TS222212G, TS222212G, 0.205 1.000 0.205 Clause H72 7 0.933 0.715 0.715 1.070 113 TS222212G, TS222212G, 0.274 1.000 0.274 Clause H12 19 0.933 0.715 0.715 1.070 158 TS222212G, TS222212G, 0.216 1.000 0.216 Clause H12 7 0.933 0.715 0.715 1.070 114 TS222212G, TS222212G, 0.266 1.000 0.266 Clause H12 16 0.933 0.715 0.715 1.070 159 TS222212G, TS222212G, 0.278 1.000 0.278 Clause H12 7 0.933 0.715 0.715 1.070 115 TS222212G, TS222212G, 0.207 1.000 0.207 Clause Hit 19 0.933 0.715 0.715 1.070 160 TS222212G, TS222212G, 0.315 1.000 0.315 Clause H72 7 0.933 0.715 0.715 1.070 116 TS222212G, TS222212G, 0.208 1.000 0.208 Clause 1-112 1 16 1 0.933 0.715 1 0.715 1.070 161 TS222212G, TS222212G, 0.340 1.000 0.340 Clause H12 7 0.933 1 0.715 0.715 1.070 117 TS222212G, TS222212G, 0.126 1.000 0.126 Clause H72 19 0.933 0.715 0.715 1.070 162 TS222212G TS222212G, 0.348 1.000 0.348 1 Clause H12 7 0.933 0.715 0.715 1.070 118 TS222212G, TS222212G, 0.138 1.000 0.138 Clause H12 16 0.933 0.715 0.715 1.070 163 TS222212G, TS222212G, 0.340 1.000 0.340 Clause H12 7 1 0.933 0.715 0.715 1.070 119 TS222212G, TS222212G, 0.084 1.000 0.084 Clause H72 15 0.933 0.715 0.715 1.070 160 - TS222212G, TS222212G, 0.315 1.000 0.315 Clause H12 7 0.933 0.715 0.715 1.070 120 TS222212G, 2222212G, 0.061 1.000 0.061 Clause H72 16 0.933 0.715 0.715 1.070 165 TS222212G, TS222212G, 0.278 1.000 0.278 Clause H12 .7 0.933 0.715 0.715 1.070 121 TS222212G, TS222212G, 0.119 1.000 0.119 Clause H12 15 0.933 0.715 0.715 1.070 166 TS222212G, TS222212G, 0.216 1.000 0.216 Clause H12 7 0.933 0.715 0.715 1.070 122. TS222212G, TS222212G, 0.089 1.000 0.089 Clause H12 16 0.933 0.715 0.715 1.070 167 TS222212G, TS222212G, 1 0.203 1.000 1 0.203 Clause H127 0.933 0.715 0.715 1.070 123 TS222212G, TS222212G, 0.160 1.000 0.160 Clause HI/2 7 0.933 0.715 0.715 1.070 168 TS222212G TS222212G, 0.063 1.000 0.063 Clause H12 19 0.933 0.715 0.715 1.070 124 TS222212G, TS222212G, 0.163 1.000 0.163 Clause 1-112 7 0.933 0.715 1 0.715 1.070 169 TS222212G, TS222212G, 0.178 1.000 0.178 Clause H12 16 0.933 0.715 0.715 1.070 125 TS222212G, TS222212G, 0.043 1.000 0.043 Clause 1-112 16 1 0.933 0.715 0.715 1.070 170 TS222212G, TS222212G, 0.061 1.000 0.061 1 Clause H12 16 0.933 0.715 0.715 270 126 TS222212G, TS222212G, 0.067 1.000 0.067 Clause H12 16 0.933 -0.715 0.715 1.070 171 TS222212G, TS222212G, 0.151 1.000 0.151 Clause Hi/2 11 0.9331 0.715 0.715 1.070 127 TS222212G, TS222212G, 0.122 1.000 0.122 Clause H72 7 0.933 0.715 0.715 1.070 172 TS222212G TS222212G, 0.240 1.000 0.240 Clause Hit 11 0.933 0.715 0.715 1.070 128 TS222212G, TS222212G 0.123 1.000 0.123 Clause H72 7 -0.933 0.715 0.715 1.070 173 TS222212G, TS222212G 0.317 1.000 0.317 Clause H72 11 0.933 0.715 0.715 1.070 129 TS222212G, TS222212G 0.011 1.000 0.011 Clause H3 16 0.933 0.715 0.715 1.070 174 TS222212G, TS222212G 0.377 1.000 0.377 Clause H12 11 0.933 0.715 0.715 1.070 130 TS222212G, TS222212G, 0.027 1.000 0.027 Clause H12 16 0.933 0.715 0.715 1.070 pFES$. 175 TS222212G, TS222212G 0.418 1.000 0.418 Clause HI/2 11 0.933 0.715 0.715 1.070 131 TS222212G TS222212G, 0.143 1.000 1 0.1431 Clause H72 7 0.933 0.715 0.715 1 1.07 9� i 176 TS222212G, TS222212G 0.434 1.1100 0.434 Clause H12 19 0.933 0.715 0.715 1 1.070 132 TS222212G, TS222212G 0.132 1.000 0.132 Clause Hl2 13 0.933 0.715 0.715 177 TS222212G TS222212G1 0.435 1.000 0.435 Clause H72 19 0.933 0.715 0.715 1.070 133 TS222212G TS222212G, 0.163 1.000 0.163 Clause H72 7 0.933 0.715 0.715 8 TS222212G, TS222212G 0.424 1.000 0.424 Clause H72 19 0.933 0.715 0.715 1.070 134 TS222212G TS222212G, 1 0.235 1 1.000 0.235 Clause 1-11/2 1 7 1 0.9331 0.715 1 0.715 . 7 TS222212G, TS222212G, 0.387 1.000 0.387 Clause H72 19 0.933 0.715 0.715 1.070 135 TS222212G, TS222212G, 0.278 1.000 0.278 Clause H72 7 0.933 0.715 0.715 D T3222212G TS222212G 0.327 1.000 0.327 Clause H1/2 19 0.933 0.715 0.715 . 1.070 OMAR PMl nmmoam: 2v1orso1e 13.% STAAD.Pro for Windows 20.07.04.12 PNnR OMAR ABLS W10120le l»6 STAAD.Pro for Windows 20.07.04.12 PMi Ran40MI Q z� OCTOBER 25 2016 Beam Analysts Design Property Property Actual Allowabt Ratio Ratio Ratio Clause AcIJAllow.) UC Ax (In) Iz (In') ty, (In') Ix (In') 181 TS222212G, TS222212G, 0.570 1.000 did M _ Soawe,s lkew4br�wnrr. JOG No 233-16-1440 Pen Seee1 No Rev SO 17 /25 - 0.933 �'�" SaM.are OcenaeEb rwn.r. JOG No 233-16-1440 PSN Seeel No Rev S018/25 182 menft HAYDEN WASSER - - ' - . Rd - - By AF - -- - - M -25 -OCT -16 Cre OA 0.250 Clause JOG nue HAYDEN WASSER _ R. er AF aef25-OCT-16 Dna OA 0.715 AMERICAN CARPORTS.Inc Foe 233-16-1440.std ae'B'R"1B 25 -Oct -201613:00 , - �en1 AMERICAN CARPORTS.Inc 233-16-1440.std D81Bm"1O 25 -Oct -201613:00 H72 Utilization Ratio Cont... 0.933 0.715 0.715 Utilization Ratio Cont... 184 TS222212G, TS222212G, Beam Analysts Design Property Property Actual Allowabt Ratio Ratio Ratio Clause AcIJAllow.) UC Ax (In) Iz (In') ty, (In') Ix (In') 181 TS222212G, TS222212G, 0.570 1.000 0.570 Clause H12 16 0.933 0.715 0.715 1.070 182 TS222212G, TS222212G, 0.250 1.000 0.250 Clause H72 19 0.933 0.715 0.715 1.070 183 TS222212G, TS222212G, 0.428 1.000 0.428 Clause H72 16 0.933 0.715 0.715 1.070 184 TS222212G, TS222212G, 0.158 1.000 0.158 Clause H7/2 19 0.933 0.715 0.715 1.070 185 TS222212G, TS222212G, 0.285 1.000 0.285 Clause H7/216 0.933 0.933 0.715 0.715 1.070 186 TS222212G, TS222212G, 0.078 1.000 0.078 Clause Ht/2 15 0.933 0.715 0.715 1.070 187 TS222212G, TS222212G, 0.129 1.000 0.129 1 Clause 1-17/2 161 0.933 0.715 0.715 1.070 188 TS222212G, TS222212G, 0.146 1.000 0.146 Clause H12 15 0.933 0.715 0.715 1.070 189 TS222212G, I TS222212G, 0.181 1.000 0.181 Clause H72 16 0.933 1 0.715 0.715 1.070 190 TS222212G, TS222212G, 0.083 1.000 0.083 Clause H72 12 0.933 0.715 0.715 1.070 191 TS222212G, TS222212G, 0.263 1.000 0.263 Clause H72 7 0.933 0.715 0.715 1.070 192 TS222212G, TS222212G, 0.227 1.000 0.227 Clause H72 7 0.933 0.715 0.715 1.070 193 TS222212G, TS222212G, 0.280 1.000 0.280 Clause H72 7 -0.933 0.715 0.715 1.070 194 TS222212G, TS222212G, 0.312 1.000 0.312 Clause 1-11/2 7 0.933 0.715 0.715 1.070 195 TS222212G, TS222212G, 0.331 1.000 0.331 1 Clause Hi/2 7 0.933 0.715 0.715 1.070 196 TS222212G, TS222212G, 0.337 1.000 0.337 Clause H12 7 0.933 •- 0.715 0.715 1.070 197 TS222212G, TS222212G, 0.331 1.000 0.331 Clause H72 7 0.933 0.715 0.715 1.070 198 1 TS22221211 I TS222212G, 0.371 1 1.000 0.311 Clause H7/2 7 1 0.933 0.715 0.715 1.070 199 TS22221211 TS222212G, 0.279 1.000 0.279 Clause H72 7 0.933 0.715 0.715 1.070 200 TS222212G, TS222212G, 0.227 1.000 0.227 Clause 1-172 7 0.933 0.715 0.715 1.070 201 TS222212G, TS222212G, 0.269 7.000 0.269 Clause 1-172 7 0.933 0.715 0.715 1 1.070 202 TS222212G, TS222212G, 0.057 1.000 0.057 Clause H72 16 0.933 0.715 0.715 1.070 203 TS222212G, TS222212G, 0.380 1.000 0.380 Clause Hi/2 7 0.933 0.715 0.715 1.070 204 TS222212G, TS222212G, 0.419 1.000 0.418 1 Clause H12 7 0.933 0.715 0.715 1.070 205 TS222212G, TS222212G, 0.448 1.000 0.448 Clause 1-172 7 0.933 0.715 0.715 1.070 206 TS22227211 TS222212G, 0.464 1.000 0.464 Clause 1-11/2 7 0.933 0.715 0.715 1.070 207 TS222212G, TS222272G, 0.476 1.000 0.476 Clause H72 7 0.933 0.715 0.715 1.070 208 TS222212G, TS222212G, 0.464 1.000 0.464 Clause 1-172 7 0.933 1 0.715 0.715 1.070 209 TS222212G, TS222212G, 0.448 1.000 0.448 Clause H72 7 0.933 0.715 0.715 1.070 210 TS222212G, TS222212G, 0.419 1.000 0.419 Clause H72 7 0.933 0.715 • 0.715 1 1.070 211 TS222212G, TS222212G, 0.380 1.000 0.380 Clause HI/2 7 0.933 0.715 0.715 1.070 212 TS222272G, TS222212G, 0.132 1.000 0.132 Clause H7/2 16 0.933 0.715 0.715 1.070 213 TS222212G, TS222212G, 0.224 1 1.000 0.224 1 Clause H1/2 7 0.933 0.715 0.715 1.070 214 TS222212G, TS222212G, 0.222 1.000 0.222 Clause H12 7 0.933 0.715 0.715 1.070 215 TS222212G, TS222212G, 0.248 1.000 0.248 Clause H72 7 0.933 0.715 0.715 1.070 216 TS222212G, TS222212G, 0.264 1.000 0.264 Clause 1112 7 0.933 0.715 0.715 1.070 217 TS222212G, TS222212G, 0.274 1.000 0.274 Clause H72 7 0.933 1 0.715 0.715 1.070 218 TS222212G, TS222212G, 0.277 1.000 0.277 Clause H12 7 0.933 0.715 0.715 1.070 219 TS222212G, TS222272G, 0.274 1.000 0.274 Clause H72 7 0.933 0.715 0.7151 1.070 220 TS222212G, TS222212G, 0.264 1.000 0.264 Clause H12 7 0.933 0.715 0.715 1.070 221 TS222212G, TS222212G, 0.248 1.000 0.248 Clause H12 7 0.933 0.715 0.715 1.070 222 TS222212G, TS222212G, 0.221 1.000 0.221 Clause H72 7 0.933 0.715 0.715 1.070 223TS222272G, L22 G, 0.211 1.000 - 0.211 Clause H727 0.715 0.933 0.715 0.715 1.0 224 TS222212G, TS222272G, 0.034 7.000 0.034 Clause 1-172 16 0.933 0.715 0.775 1 225 TS222272G, TS222212G, 0.185 1.000 0.185 1 Clause H12 16 0.933 0.775 0.775 OQµOFESS/O CIVIL Beam Analysis Design Property Property Actual Allowabt Ratio RaUo Ratio Clause ActJAllow.) UC Ax (In') Iz (In') ty, (Ina) Ix (In') 226 TS222212G, TS222212G, 0.242 1.000 0.242 Clause H112 7 0.933 0.715 0.715 1.070 227 TS222272G, TS222212G, 0.158 1.000 0.158 Clause H72 7 0.933 0.715 0.715 1.070 228 TS222212G, TS222272G, 0.161 1.000 0.161 Clause H72 7 0.933 0.715 0.715 1.070 229 TS222212G, TS222272G, 0.162 1.000 0.162 Clause H72 7 0.933 0.715 0.715 1.070 230 TS222212G, TS222212G, 0.162 1.000 0.162 Clause H12 7 0.933 0.715 0.715 1.070 231 TS222212G, TS222212G, 0.162 1.000 0.162 Clause H7/2 7 0.933 0.715 0.715 1.070 232 TS222212G, TS222212G, 0.162 1.000 0.162 1 Clause H7/2 7 1 0.933 0.715 0.715 1.070 233 TS222272G, TS222212G, 0.162 1.000 0.162 Clause H12 7 0.933 0.715 0.715 1.070 234 TS222212G, TS222212G, 0.161 1.000 0.161 Clause 1-172 7 0.933 0.715 0.715 1.070 235 TS222272G, TS222272G, 0.158 1.000 0.158 Clause H72 7 0.933 0.715 0.715 1.070 236 TS222272G, TS222212G, 0.222 1.000 0.222 Clause H12 7 0.933 0.715 0.715 1.070 237 TS222212G, TS222272G, 0.037 1.000 0.037 Clause H72 11 0.933 0.715 0.715 1.070 238 TS222212G, TS222212G, 0.211 1.000 0.211 Clause H12 16 0.933 0.715 0.715 1.070 239 TS222212G, TS222212G, 1 0.266 1.000 0.266 Clause 1-17/2 7 0.933 0.715 0.715 1.070 240 TS222212G, TS222212G, 0.203 1.000 1 0.203 Clause H7/2 1 7 0.933 0.715 0.715 1.070 241 TS222212G, TS222212G, 0.233 1.000 1 0.233 Clause H7/2 7 1 0.933 0.715 0.715 1.070 242 TS222212G, TS222212G, 0.254R 0.254 Clause H12 7 0.933 0.715 0.715 1.070 243 TS222212G, TS222212G, 0.267 0.267 Clause H12 7 0.933 0.715 0.715 1.070 244 TS222272G, TS222272G, 0.272245 TS222272G, TS222272G, 0.267 0.267 Clause Hl2 7 0.933 0.715 0.715 1.070 246 TS222272G, TS222272G, 0.254 0.254 Clause H72 7 0.933 0.715 0.715 1.070 247 TS222272G, TS222272G, 0.233 0.233 Clause H12 7 0.933 0.715 0.715 1.070 248 TS222272G, TS222272G, 0.203 0.203 Clause H12 7 0.933 0.715 0.715 1.070 249 TS222212G, TS222212G, 0.242 1.000 0.242 Clause H112 7 0.933 0.715 0.715 1.070 250 TS222212G, TS222212G, 0.031 1.000 0.031 Clause H7/2 11 0.933 0.715 0.715 1.070 251 TS222212G, TS222212G, 0.226 1.000 0.226 Clause H72 16 0.933 0.715 0.715 1.070 252 TS222212G, TS222212G, 0.779 1.000 0.779 Clause H72 15 0.933 0.715 0.715 1.070 253 TS222212G, TS222212G, 0.477 1.000 0.477 Clause H72 7 0.933 0.715 0.715 1.070 254 TS222272G, TS222212G, 0.514 1.000 0.514 Clause H72 7 0.933 0.715 0.715 1.070 255 TS222212G, TS22227213, 0.540 1.000 0.540 Clause H12 7 0.933 0.715 0.715 1.070 256 TS222212G, TS222212G, 0.550 1.000 0.550 Clause H72 7 0.933 0.715 0.715 1.070 257 TS222212G,2G, 0.543 1.000 0.543 Clause H7/2 7 0.933 0.715 0.715 1.070 258 TS222272G, TS222212G, 0.550 1.000 0.550 Clause H7/2 7 0.933 0.715 0.715 1.070 259 TS222212G, TS222212G, 0.540 1.000 0.540 Clause H12 7 0.933 0.715 0.715 1.070 260 TS222212G,2G, 0.514 1.000 0.514 Clause H72 7 0.933 0.715 0.775 1.070 261 TS222212G, 2G, 0.477 1.000 0.477 Clause H72 7 0.933 0.715 0.715 1.070 262 TS222212G,2G, 0.729 1.000 0.729 Clause H72 16 0.933 0.715 0.715 1.070 263 TS222272G,2G, 0.064 1.000 0.064 Clause H72 11 0.933 0.715 0.715 1.070 264 TS22221211 TS222212G, 0.107 1.000 0.107 Clause 1-112 16 0.933 0.715 0.715 1.070 265 TS222212Gl TS222212G, 0.108 1 1.000 0.108 Clause HI/2 16 0.933 0.715 0.715 1.070 268 TS222212G, TS222212G, 0.108 1 1.000 0.108 Clause H12 16 0.933 1 0.715 1 0.715 1 1.070 287 TS222212G, TS222212G, 0.1061 1.000 0.106 Clause H12 16 0.933 0.715 0.715 1.070 68 TS222212G, TS222272G, 0.105 7.000 0.105 Clause H. 16 0.833 0.715 0.715 1.070 9 TS222212G, TS222212G, 0.106 7.000 0.106 Clause H72 16 0.933 0.715 0.715 1.070 TS222272G, TS222212G, 0.108 1.000 0.108 Clause H12 18 0.933 1 0.7151 0.7151 1.070 Peb[iMeroeb: 8,10/101817.76 STAAD.Pro for Windows 20.07.04.12 OMAR A. Pa. / lareo1e13as ' STAAD.Pro far Windows 20.07.04.12 _ PNO Rimeot zz • LU ABU-YASEIN - �1T-IC73389- _P �TFOF CAS-f0�� _ OCTOBER 25 2016 OCTOBER 25 2016 r ihM �.e SOIM'erO lkertN4 br-i.sw,�. - { ben- HAYDEN WASSER Cu" AMERICAN CARPORTS.Inc Utilization Ratio Cont... b0 No Shmt No Rev 233-16-1440 S021/25 Pen Rel AF o't'25-OCT-16 � OA ilo 233-16-1440.std oawnmo 25.00-2016 13:00 Beam Analysis Design Property Properly Actual Allowabl Ratio Ratio Ratio Clause ACUAllow.) UC Ax (int) Iz (In') ly (In') Ix (In') 361 TS222212G, TS222212G, 0.280 1.000 0.280 Clause Hl2 7 0.933 0.715 0.715 1.070 362 TS222212G, TS222212G, 0.312 1.000 0.312 Clause H12 7 0.933 0.715 0.715 1.070 363 TS222212G, TS222212G, 0.331 1.000 0.331 Clause H72 7 0.933 0.715 0.715 1.070 364 TS222212G, TS222212G, 0.337 1.000 0.337 Clause H12 7 0.933 0.715 0.715 1.070 365 TS222212G, TS222212G, 0.331 1.ODO 0.331 Clause H1/2 7 0.933 0.715 0.715 1.070 366 TS222212G, TS222212G, 0.311 1.000 0.311 Clause H1/2 7 0.933 0.715 0.715 1.070 367 TS222212G, TS222212G, 0.279 1.000 0.279 Clause H12 7 0.933 0.715 0.715 1.070 368 TS222212G, TS222212G, 0.227 1.000 0.227 Clause H72 7 0.933 0.715 0.715 1.070 369 TS222212G, TS222212G, 0.549 1.000 0.549 Clause HI/2 16 0.933 0.715 0.715 1.070 370 TS222212G, TS222212G, 0.391 1.000 0.391 Clause Hl2 16 0.933 0.715 0.715 1.070 371 TS222212G, TS222212G, 0.259 1.000 0.259 Clause H712 16 0.933 0.715 0.715 1.070 372 TS222212G, TS222212G, 0.115 1.000 0.115 Clause H12 12 0.933 0.715 0.715 1.070 373 TS222212G, TS222212G, 0.153 1.000 0.153 Clause H12 16 -0.933 0.715 0.715 1.070 374 TS222212G, TS222212G, 0.054 1.000 0.054 Clause H72 11 0.933 0.715 0.715 1.070 375 TS222212G, TS222212G, 0.151 1.000 0.151 Clause H7/2 11 0.933 0.715 0.715 1.070 376 TS222212G, TS222212G, 0.240 1.ODD 0.240 Clause H1/2 11 0.933 0.715 0.715 1A70 377 TS222212G, TS222212G, 0.317 1.000 0.317 Clause H72 11 0.933 0.715 0.715 1.070 378 TS222212G, TS222212G, 0.377 1.000 0.377 Clause H12 11 0.933 0.715 0.715 1.070 379 TS222212G, TS222212G, 0.418 1.000 0.418 Clause H72 11 0.933 0.715 0.715 1.070- 380 TS222212G, TS222212G, 0.434 1.000 0.434 Clause H12 19 0.933 0.715 0.715 1.070 381 TS222212G, TS222212G, 0.435 1.000 0.435 Clause H12 19 0.933 0.715 0.715 1.070 382 TS222212G, TS222212G, 0.424 1.000 0.424 Clause H112 19 0.933 0.715 0.715 1.070 383 TS222212G, TS222212G, 0.387 1.000 0.387 Clause H72 19 0.933 0.715 0.715 1.070 384 TS222212G, TS222212G, 0.327 1.000 0.327 Clause H72 19 0.933 0.715 0.715 1.070 385 TS222212G, TS222212G, 0.250 1.000 0.250 Clause H12 19 0.933 0.715 0.715 1.070 386 TS222212G, TS222212G, 0.158 1.000 0.158 Clause H12 19 0.933 0.715 0.715 1.070 387 TS222212G, TS222212G, 0.078 1.000 0.078 Clause H72 15 0.933 0.715 0.715 1.070 388 TS222212G, TS222212G, 0.145 1.000 0.145 Clause H72 15 0.933 0.715 0.715 1.070 389 TS222212G, TS222212& 0.178 1.000 0.178 Clause H12 8 0.933 0.715 0.715 1.070 390 TS222212G, TS222212G, 0.067 1.000 0.067 Clause H72 16 0.933 0.715 0.715 1.070 391 TS222212G TS222212G, 0.200 1.000 0.200 Clause H12 7 0.933 0.715 0.715 1.070 392 TS222212G, TS222212G, 0.205 1.000 0.205 Clause HI/2 7 0.933 0.715 0.715 1.070 393 TS222212G, TS222212G, 0.216 1.000 0.216 Clause H1/2 7 0.933 0.715 0.715 1.070 394 TS222212G, TS222212G, 0.278 1.000 0.278 Clause H12 7 0.933 0.715 0.715 1.070 395 TS222212G, TS222212G, 0.315 1.000 0.315 Clause H72 7 0.933 0.715 0.715 1.070 396 TS222212G, TS222212G, 0.340 1.000 0.340 Clause H12 7 0.933 0.715 0.715 1.070 397 TS222212G, TS222212G, 0.348 1.000 0.348 Clause H12 7 0.933 0.715 0.715 1.070 398 TS222212G, TS222212G, 0.340 1.000 0.340 Clause H72 7 0.933 0.715 0.715 1.070 399 TS222212G, TS222212G, 0.315 1.000 0.315 Clause H12 7 0.933 0.715 0.715 1.070 400 TS222212G, TS222212G, 0.278 1.000 0.278 Clause H12 7 0.933 0.715 0.715 1.070 401 TS222212G, TS222212G, 0.216 1.000 0.216 Clause H12 7 0.933 0.715 0.715 1.070 402 TS222212G, TS222212G, 0.089 1.000 0.089 Clause Hl2 8 0.933 0.715 0.715 1.07 403 TS222212G, TS222212G, 0.024 1.000 0.024 Clause H3 11 0.933 0.715 0.715 1 404 TS222212G, TS222212G, 0.168 1.000 0.166 Clause H12 7 0.933 - 0.715 0.715 405 TS222212G, TS222212G, 0.174 1.000 1 0.174 1 Clause 1-112 7 0.933 0.715 0.715 PNn1NVAm0:2a/ WD161Da6 dg, Soexwe ace,ue4 br..rwn,�• be nm HAYDEN WASSER. Co- AMERICAN CARPORTS.Inc Utilization Ratio Cont... M M &N, ELI bO No Sneel Ab Rev 233-16-1440 S022/2 Pen Rel By AF o"25 -OCT -16 C' OA `ue 233-16-1440.std oele/Rme 25-00-201613:00 Beam Analysis I DesignActual Property Property Allowabl Ratio Ratio Ratio Clause ActJAllow.) UC Ax (int) U (In') ly (In') Ix (In') 406 TS2222-12(3,1 TS222212G, 0.250 1.000 0.250 Clause H72 7 0.933 0.715 0.715 1.010 407 TS222212Cv TS222212G, 0.303 1.000 0.303 Clause 1-112 7 0.933 0.715 0.715 1.070 408 TS222212G, TS222212G, 0.335 1.000 0.335 Clause 1-11/2 7 0.933 0.715 0.715 1.070 409 TS222212G, TS222212G, 0.345 1.000 0.345 Clause Hl/2 7 0.933 0.715 0.715 1.070 410 TS222212G, TS222212G, 0.335 1.000 0.335 Clause 1-1112 7 0.933 0.715 0.715 1.070 411 TS222212G, TS222212G, 0.303 1.000 0.303 Clause H1/2 7 0.933 0.715 0.715 1.070 412 TS222212G, TS222212(1 0.250 1.000 0.250 Clause H12 7 0.933 0.715 0.715 1.070 413 TS222212G, TS222212(1 0.173 1.000 0.173 Clause H12 7 0.933 0.715 0.715 1.070 414 1 TS222212G, TS222212G, 0.166 1.000 0.166 Clause H72 7 0.933 0.715 0.715 1.070 415 TS222212G,l TS222212G, 0.029 1.000 0.029 Clause Hl2 16 0.933 0.715 0.715 1.070 416 TS222212G, TS222212G, 0.029 1.000 0.029 Clause H12 19 0.933 0.715 0.715 1.070 417 TS222212G, TS222212G, 0.143 1.000 0.143 Clause H112 7 0.933 0.715 0.715 1.070 418 TS222212G, TS222212G, 0.135 1.000 0.135 Clause HI/2 16 0.933 0.715 0.715 1.070 419 TS222212(1 TS222212G, 0.163 1.000 0.163 Clause H12 7 0.933 0.715 0.715 1.070 420 TS222212G, TS222212G, 0.235 1.000 0.235 Clause Hl/2 7 0.933 0.715 0.715 1.070 421 TS222212G, TS222212G, 0.278 1.000 1 0.278 Clause H7/2 1 7 0.933 1 0.715 1 0.715 1.070 422 TS222212G, TS222212G, 0.292 1.000 0.292 Clause H12 7 0.933 0.715 0.715 1.070 423 1 TS222212Gj TS222212G, 0.278 1.000 0.278 Clause H112 7 0.933 0.715 0.715 1.070 424 TS222212G, TS222212G, 0.235 1.000 0.235 Clause H12 7 0.933 0.715 0.715 1.070 .425 TS222212G, TS222212G, 0.163 1.000 0.163 Clause H12 7 0.933 0.715 0.715 1.070 426 TS222212G, TS222212G, 0.135 1.000 0.135 Clause H12 16 0.933 0.715 0.715 1.070 427 TS222212G, TS222212G, 0.152 1.000 0.152 Clause H12 7 0.933 0.715 0.715 1.070 428 TS222212G, TS222212G, 0.043 1.000 0.043 Clause 1-112 12 0.933 0.715 0.715 1.070 429 TS222212G, TS222212G, 0.193 1.000 0.193 Clause HI/2 7 0.933 0.715 0.715 1.070 430 TS222212G, TS222212G, 0.026 1.000 0.026 Clause H12 8 0.933 0.715 1 0.715 1.070 431 TS222212G, TS222212G, 0.075 1.000 0.075 Clause Hl2 16 0.933 0.715 0.715 1.070 432 TS222212G, TS222212G, 0.134 1.000 0.134 Clause 1-112 16 0.933 0.715 0.715 1.070 433 TS222212G, TS222212G, 0.186 1.000 0.186 Clause H112 16 0.933 0.715 0.715 1.070 434 TS222212G, TS222212G, 0.226 1.000 0.226 Clause H12 16 0.933 0.715 0.715 1.070 435 TS222212G, TS222212G, 0.253 1.000 0.253 Clause 1-11/2 16 0.933 0.715 0.715 1.070 436 TS222212G, TS222212G, 0.267 1.000 0.267 Clause H12 16 0.933 0.715 0.715 1.070 437 TS222212G, TS222212G, 0.271 1.000 0.271 1 Clause Hl/2 16 0.933 0.715 0.715 1 1.070 438 TS222212G, TS222212G, 0.259 1.000 0.259 Clause Hl/2 16 0.933 1 0.715 0.715 1.070 439 TS222212G, TS222212G, 0.257 1.000 0.257 Clause H72 16 0.933 0.715 0.715 1.070 440 TS222212G, TS222212G, 0.252 1.000 0.252 Clause H72 16 0.933 0.715 0.715 1.070 441 TS222212G, TS222212G, 0.237 1.000 0.237 Clause H72 16 0.933 0.715 0.715 1.070 442 TS222212G, TS222212G, 0.210 1.000 0.210 Clause H12 16 0.933 0.715 0.715 1.070 443 TS222212G, TS222212G, 0.169 1.000 0.169 Clause H12 16 0.933 0.715 0.715 1.070 444 TS222212G, TS222212(1 0.120 1.000 0.120 Clause H12 16 0.933 0.715 0.715 1.070 445 TS222212G, TS222212G, 0.083 1.000 0.083 Clause H12 7 0.933 0.715 0.715 1.070 446 TS222212(1 TS222212(1 0.123 1.000 1 0.123 1 Clause H12 1 7 1 0.933 1 0.715 1 0.715 1 1.070 447 TS222212G, TS222212G, 0.137 1.000 0.137 Clause H72 " 7 0.933 0.715 0.715 1.070 448 TS222212G, TS222212G, 0.018 1.000 0.018 Clause H72 16 0.933 0.715 0.715 1.070 9 71222 2(11 TS222212G, 0.058 1.000 0.058 Clause H12 15 0.933 0.715 0.715 1.070 'NsT5222212G, TS222212G, 0.160 1.000 0.1fi0 Clause H72 7 0.933 0.715 0.715 1.070 STAAD.Pro for Windows 20.07.04.12 °Ant%(A JAE 2sr1.1a 13:36 OCTOBER 25 2016 STAAD.Pro for windows 20.07.04.12 PNn Run 100122 OCTOBER 25 2016 .�vlJa'cla�.v.. soewa,a oreaaea m�-, Jae N° Srmat N° R°v 233-16-1440 S025/25 Pan .mono° 11KMEN WASSER kar ' By AF o W2SOCT-16 MOA M-1 AMERICAN CARPORTS.Inc - F°O 233-16-1440.std 0etem"'° 25 -Oct -2016 13:00 Failed Members 0419 0.89 1 W 0.0135 1 00218 1 0.7829 -1 0.0079 1 0.0188 f 0.6700 There is no date of this type. 11➢ a 7 �OQ9,0FESS/0 Npobya YRna CIVIL 59 Z 3a LU OMAR A. 21 ABU-YASEIN 15 S1T C73389 Q 11 ATF 8 7 OF CAUf . 380 17a 85 82 OCTOBER 25 2016 32 nos rmeuee. rv,u-m,a car STAAD.Pm for Windows 20.07.04.12 NTHIRU FAStENER•' • IMPERIAL RIB® 3611 Coverage 314 ?� yrt ___• — 36" NOTES: I. S-11 pmpoRles and allowable lafeme3 aro catelCazed in 0000rtlance with the 1888 AM 1pealBeffiW1s for � gauge abuc0osl msmbaa _ z bumtardalNclionddemtlrl>mOn - 3 Se Is for banlYtg. . 4. Ma is aeowahla be u2w omva let. 5. All vakm we for ane foot of pari vAdh . . ® ALLOWABLE UNIFORM LOADS (PSE) IN POUNDS PER SQUARE' FOOT s 1 1 ...,a tn..... TTT aTTTTTT.I . SECTION PROPERTI66 520 291 130 89 TOP IN COMPRESSION BOTTOM IN COMPRESSION PANEL WEIGHT FY i4 bt $6 Ma I tx tap 688 TNIC10Mw AL Iti PH/R /fLJ (lop firq 33 0.015 0.70 60 0.0103 0.0183 1 Dmu 1 0.0108 1 43838 21 17 0419 0.89 1 W 0.0135 1 00218 1 0.7829 -1 0.0079 1 0.0188 f 0.6700 12 NOTES: I. S-11 pmpoRles and allowable lafeme3 aro catelCazed in 0000rtlance with the 1888 AM 1pealBeffiW1s for � gauge abuc0osl msmbaa _ z bumtardalNclionddemtlrl>mOn - 3 Se Is for banlYtg. . 4. Ma is aeowahla be u2w omva let. 5. All vakm we for ane foot of pari vAdh . . ® ALLOWABLE UNIFORM LOADS (PSE) IN POUNDS PER SQUARE' FOOT s 1 1 ...,a tn..... TTT aTTTTTT.I . ALLOWABLE UNIFORM LOADS "F) IN POUNDS PER SQUARE FOOT Open t 0 •tm 150 200 250 3.00 am 430 480 6m S30 aao a3b 7.00 730 6.00 830 P., 5_wad 688 309 174 111 77 67 43 34 28 23 19 18 14 12 it 10 803 286 151 09 67 40 38 39 24 20 17 14 12 118 d Single Uva 322 292 130 04 W 42 33 26 2t 17 14 12 11 a 8 7 1180 360 148 TS 44 28 18 13 9 7 a 4 3 3 2 2 896 262 111 87 33 21 14 10 7 5 4 3 3 2 2 1 Pa dtWo WNW 603 We 151 96 87 48 58 30 24 20 17 14 12 11 9 8 Whd 696 309 174 111 77 '57 43 34 28 23 19 16 14 12 11 10 - 2 SW Lhffl 432 201 113 72 50 37 28 22 18 18 16 11 9 9 7 8 . Oellectlon 1689 493 208 106 62 39 26 18 13 10 8 6 5 4 3 9 De0ea1m1 Q%2/Ol 1246 370 IS 80 46 29 19 U 10 7 6 5 4 3 2 2 753 335 188 121 94 61 47 37 60 25 21 1a 10 13 12 10 Mind 870 687 217 138 97 71 54 N 35 29 24 21 18 10 14 12 3 Span 060 251 141 90 63 48 35 28 23 19 18 13 12 10 9 8 1800 388 163 a3 48 30 20 14 19 8 6 5 4 3 3 2 DeflecGm 6l240j 077 290 172 63 36 23 15 11 8 6 5 4 3 2 2 2 NOTES: I. Serum prowess erd down to sbam aro calcl4ated In accordance wen the 1086 AM spedflcalmv for Ilgld asap smreaaal nlanbe& 2 6ted *cn9M aflf W ftUvw pend+ a 80 K31 wmbmum *lcL Stte -b--P e1 coneaalod Pmais b 50161 rrd dn— y(e d . Thew eolecml to ASTM AMS (g3hnnt>adl atb A792-94 (Galvehmroft 3. Varus ahovm as BBow&& load3 Bm based on panel covering 01ree equal spent. NbApy by 0.8 for two span allowable load& A. Allowable loads roe %W hate been aa-,reased by 3396. Pand wdgM has not beon dtd6 cad. Minku.m beanng longth mus be drsc led. . 8, For awiataural sauoaaes. the USC end 8800 building codas require a mWmum of 10 PSF root On roads. 8. Desecdon rosds ere Orn9ed by 4, mmd= m defiec6m retie of U180 01 span. 7F 4 1• SU94EC7 TO CHANGE Wr7110UT NOTICE EFFELTNE DATE JANUARY 7.2000 Posm"Wir N1d 520 291 130 89 58 42 33 26 21 17 14 12 11➢ a 7 Npobya YRna 528 225 132 64 59 43 3a 26 21 17 15 12 11 9 8 7 Single 380 17a 85 82 43 32 24 19 16 13 11 8 6 7 a 5 Um - 257 113 68 33 21 14 10 7 5 4 3 3 2 2 1 =800 V 25 15 11 7 6a 5 2 2 2 1 1 Wnd 528 238 132 84 59 43 83 211 21 17 15 12 11 0 6 7 N WIM 620 231 130 83 58 42 33 26 21 17 14 12 11 9 8 7 2 S}10tf LhN WO 175 93 W 44 32 25 20 10 13 11 9 8 1 6 6 RdWd,m MAO 1574 656 214 120 W 44 29 21 15 11 9 7 6 4 4 3 1408 at 176 52 33 22 13 8 7 8 A 3 3 2 66D 283 195 100 73 04 41 33. 20 22 18 16 13 12 10 8 " 1Vkud 650 298 1B3 104 72 W 41 32 29 21 18 15 1312 10 ➢ 3 Span 485 220 124 79 f,5 40 91 24 20 to 1, 12 10 9 8 7 1468 436 194 94 54 34 23 16 12 9 7 5 4 3 3 2 0eaea8on 1 328 138 70 41 1T 12 ➢ 643322 ALLOWABLE UNIFORM LOADS "F) IN POUNDS PER SQUARE FOOT Open t 0 •tm 150 200 250 3.00 am 430 480 6m S30 aao a3b 7.00 730 6.00 830 P., 5_wad 688 309 174 111 77 67 43 34 28 23 19 18 14 12 it 10 803 286 151 09 67 40 38 39 24 20 17 14 12 118 d Single Uva 322 292 130 04 W 42 33 26 2t 17 14 12 11 a 8 7 1180 360 148 TS 44 28 18 13 9 7 a 4 3 3 2 2 896 262 111 87 33 21 14 10 7 5 4 3 3 2 2 1 Pa dtWo WNW 603 We 151 96 87 48 58 30 24 20 17 14 12 11 9 8 Whd 696 309 174 111 77 '57 43 34 28 23 19 16 14 12 11 10 - 2 SW Lhffl 432 201 113 72 50 37 28 22 18 18 16 11 9 9 7 8 . Oellectlon 1689 493 208 106 62 39 26 18 13 10 8 6 5 4 3 9 De0ea1m1 Q%2/Ol 1246 370 IS 80 46 29 19 U 10 7 6 5 4 3 2 2 753 335 188 121 94 61 47 37 60 25 21 1a 10 13 12 10 Mind 870 687 217 138 97 71 54 N 35 29 24 21 18 10 14 12 3 Span 060 251 141 90 63 48 35 28 23 19 18 13 12 10 9 8 1800 388 163 a3 48 30 20 14 19 8 6 5 4 3 3 2 DeflecGm 6l240j 077 290 172 63 36 23 15 11 8 6 5 4 3 2 2 2 NOTES: I. Serum prowess erd down to sbam aro calcl4ated In accordance wen the 1086 AM spedflcalmv for Ilgld asap smreaaal nlanbe& 2 6ted *cn9M aflf W ftUvw pend+ a 80 K31 wmbmum *lcL Stte -b--P e1 coneaalod Pmais b 50161 rrd dn— y(e d . Thew eolecml to ASTM AMS (g3hnnt>adl atb A792-94 (Galvehmroft 3. Varus ahovm as BBow&& load3 Bm based on panel covering 01ree equal spent. NbApy by 0.8 for two span allowable load& A. Allowable loads roe %W hate been aa-,reased by 3396. Pand wdgM has not beon dtd6 cad. Minku.m beanng longth mus be drsc led. . 8, For awiataural sauoaaes. the USC end 8800 building codas require a mWmum of 10 PSF root On roads. 8. Desecdon rosds ere Orn9ed by 4, mmd= m defiec6m retie of U180 01 span. 7F 4 1• SU94EC7 TO CHANGE Wr7110UT NOTICE EFFELTNE DATE JANUARY 7.2000