Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
041-090-038
failure to final pool deck •- '' } 5/2/96 , - t ` 041 09`0-03$"^ 92-3977, BPEM ` "Tti^ / `Roberti — ,, w/COBURN, & Dorothy y' 090 d f1�U� `"` 3505 White Springs Rd, Paradise ,,', ® '. i knew' sf ' _— �. ci a 4 041=09-0-038 :.93-3353 B P'f v COBURN,.,ROBERT &,DOROTHY �* 3505 WHITE "SPRINGS RD, ' PAR`ADISEq� . Z CONTR: WATERWORKS �) ° ABOVE GROUND ,POOL " V' 041-090 038 x "PERMIT#94-283 Q��ja ' t r COBURN, DOROTHY �l� 3505 WHITE�SPRINGS RD. ,ARADISE NEW POOL DECK . r 4 i 041 090-038.. APERMIT#9 20 y ^' LCOBURN; Dorothy, nn 3505 White -Springs Rd.;Par dise'� " U i Ist Reneiwar BP#94=2837 041-09--0-0'38' �` 98=1219 B` a @ COBURN;,Dorothy +' 3505 Wl ite: Spring's .Rd,' Paradise r E (to'complete 94-2837& ,6-20 0)SF kB 0.1:`. ' ` 041-090-038 -� LLANEOUS" HVAC Change Out CHANGE OUT.' HITE SPRINGS RD A'FAMILY TRUST Ira :041 090-038•.3-.IectncalLANEOUS ER SWITCH FOR GENERATG t 3505 WHITE SPRINGS RD Vtot , +6�.A6AIFAAAL T USf x' 4 8 22gb(krmi� S(04 OLI I- 0q a• 03 ► ,; o Gl�agq`f am i I crus 350 ' � • .���'• _ ' A sl (150oi. story Feetit,,Fur m vip�n�i+ fir. �`'. tr< <f}f W �ivmwllC7ic�� FLOOR PLAN (5CALF.: N15) F"P��°^ .8.. I 9x7 rat up doa I 2'-?" I 9 x 7 roll up door I 2'-7" I 9 x 7 roll up Cool 12 '-7" I 10 x 8 roll up door 14'-t 50 It 0Inch. 296A. WALL T5 2 -1/2X2 -1/2X14 6A. SHEATHNS CONT. RAIL b. m 2 1/2'X141 TUBE .ELQ611tlE. -- BUTTE CVTNTY . nW.H R. SEE OMION5 AND SPACING SHUT 7/7 �y 1 0 O a3p1VIENT r,��niE'ES • FIRST AND LA 5T ANCIIOK5 ARF.: REOUIRED ON EACIi 51DE Gj&A ENGINEERING C]vll • S"IRUCIURAL SINCF. 1416 5911 Renaissance PI., Suite B Tel: (419) 292.1983 Toledo, Ohio 43623 I`= (419) 292.0955 FOR: —T —�..-- AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIM - 1-419-737.1331 1$00-871-4057 FAX -1419-737-1330 AMERICAN STEEL LOCATION: CALIFORNIA 30 ft: %^°k• DRAWING NO.: AMS-30CA DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 DRAwN BY: JMS CHECKED BY: OA DRAWING TITLE: TYP. BLDG. SECTION 5HEET NO.: 2 OF 7' SEAL ST�� Quo S'0P. "�� DATE 516NED: T7 3 t 12009 c I E C PREPARED BY: A & A ENGINEERIN QVIL • STRUCTURAL SINCJi 1976 5911 Renaissance PL, Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Fax: (419) 292-0955 n rCZl/'AI el/1TFG I . ALL CONSTRUCTION 511ALL BE PROVIDED IN ACCORDANCE WITH 5TANDARD BUILDING CODE, 05HA, A15C, A5CE7-05, AW5D 1. 1 CODE5 AND ALL APPLICABLE LOCAL REQUIREMENT5. 2. 5HELTER BA5E CONNECTION5 5HALL BE PROVIDED A5 SHOWN ON 5HEET 7 AND SHALL BE FIELD ADJU5TED ON THE BA515 OF MFR.'5 REQUIREMENT5 FOR ACTUAL 5011. TYPE. 3. ALL MATERIAI.5 IDENTIFIED BY MANUFACTURER NAME MAY BE 5UB5TITUTF_D WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 4. ALL 5110P CONNECTION5 SHALL BE WELDED CONNECTION5. 5. ALL FIELD CONNECTION5 511AI-L BE TEK5 N3 (114"X 1"). G. STEEL 5HEATHING 511ALL BE 29GA. CORRUGATED GALV. OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=60K51) OR EQ. 7. ALL 5TRUCTURAL LIGHT GAUGE TUBING AND CHANNEL5 5HALL BE GRADE 50 STEEL. 30' REGULAR / BOXED MODELS (STATE OF CALIFORNIA) AS PER DESIGN CRITERIA S1J'ii E r, coli-irry NOV i U 21,038 DEVEI,o rmiENT sI SERVICES DE51GN CRITERIA rREVAILING CODE: CBC 2007 U5E GROUP: U (CAP.PORT5. BAP,N5) BA5IC WIND VELOCITY: 90 MPH ROOF DEAD LOAD: 2.0 P5F ROOF LIVE LOAD: 30 F5F GROUND SNOW LOAD: 30 P5F IMPORTANCE FACTOR =5NOW 0.8 WIND 0.87 505MIC DE51GH CATEGORY: D LOAD COMBINATIO1,15: DL+LL. 0.6DL+WL DL+0.75LL+0.75WL roll: AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIN -1-419-737-1331 1-800-8714057 FAX -1-419-737-1330 DRAWING INDEX I..........................................COVEP 5HF-[T 2............................................FLOOP. FIND 3.................................BUILDING 5ECTIO.15 4 ........................................... [ILV ATION5 5...........................[NCLO5[D - END WNL5 6 .................................................. DrrAII5 7..............................ANCHOP"- OPTION5 .�. IIV - u 8 TIIE INFORMATION CONTAINED IN THESE ORAWINGS ARE TIIE SOLE PROPERTY OF A 8 A ENGINEERING. ANY REPRODUCTION IN PART OR W11OlE WIT'11OUf THE WRITTEN PERMISSION OF A 8 A ENGINEERING IS PRO18RITED. Sm SR P. LICENSE EXPIRES: DATC SICU®: 2/8/2008 FLOOR PLAN (5CALE! NIS) ,_ a.. I 917 rat up door I 2 a ^ I 9 X 7 roll up door I 2'-7" I 9 i 7 roll up door 12 •-r, I 10 :9 roll up Oxr 121-7 • PIP.5T AND lA5T ANCHORS ARF: REOUIRFU ON fAC11 51DE U 30 f1: vNde. Gj& A ENGINEERING (]VIL • SAWOURAL vrice 1416 5911 Renaissance PI., Suite 13 Tel: (419) 292-1983 Toledo, Ohio 43623 Pa: (419) 292-0955 AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIM -1-419-737-1331 1-800.871-4057 FAX -1419-737-1330 OWNER: AMERICAN STEEL LOCATION: CALIFORNIA DRAWING NO.: AMS-30CA L DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 j DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: TYP. BLDG. SECTION 5HEET NO.: 2 OF 7' SEAL S1ntl � A 7 DATE 2009 SO 1t. 0 Inch. 296A.WALL T5 2-1/2X2-1/2XI4 6A. ` eATNIN6 DONT. RAIL 6. 0 A 2 I/2'X14 , -4 Q& LINE. • TUBE ' ANChOK 5EE OPTIONS RI AND 51 -ACING SNEFT 7/7 R2 • PIP.5T AND lA5T ANCHORS ARF: REOUIRFU ON fAC11 51DE U 30 f1: vNde. Gj& A ENGINEERING (]VIL • SAWOURAL vrice 1416 5911 Renaissance PI., Suite 13 Tel: (419) 292-1983 Toledo, Ohio 43623 Pa: (419) 292-0955 AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIM -1-419-737-1331 1-800.871-4057 FAX -1419-737-1330 OWNER: AMERICAN STEEL LOCATION: CALIFORNIA DRAWING NO.: AMS-30CA L DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 j DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: TYP. BLDG. SECTION 5HEET NO.: 2 OF 7' SEAL S1ntl � A 7 DATE 2009 ENTRANCE DOOR to z O Q U O 0 z a to LU N N C.J. = CONTROL JOINTS ON GONG. SLAB OPTION MAX. 20'X20' o c I c.1. '— I _T —{ W/ / I 0 ` OPTIONAL CONC. 0 5LAB BY OTHERS I O c.j. c �l a RU MAIN BLDG. BOW SEE 5HT. 3/7 FOR 51ZE $ SPACING PARTIALLY: LENGTH A5 PER CU5TOMER REQUEST FULLY ENCL05ED: MAX LENGTH = G5' -O" FLOOR PLAN 29 GA. CORRUGATED GALV. OR SCALE: NT5 PAINTED STEEL -MAIN RIB HT. = I I/8" (FY = 80 K51) OR EQ. SEE FASTENER 5CHD. FOR ATTACHMENT 12 J\ 13 I ROOF BENT: (AT 70) GALV. OR EQ. O N KNEE BRACE F:ji REGULAR DETAIL 2 SCALE: NT5 9 0 O to 29GA. WALL 5HEATHING ,G"„ BLDG. UNE CONT. BA5E RAIL R I • FIR5T AND LA5T ANCHOR5 ARE REQUIRED ON EACH 51DE 2 112" - 14GA. 5Q. TUBE • .33 • ANCHOR, 5EE OPTIONS AND SPACING 5HT 7/7 BUTTE C01 29 GA. CORRUGATED GALV. OR A rirM ��„iv ! 1G PAINTED 5TEEL -MAIN RIB HT. = I 1/8" (FY = 80 K51) OR EQ. SEE FASTENER 5CHD. FOR ATTACHMENT 12 L 13 T5 2-114X2-114 - 1 2GA - G" 5LEEVE SHOP WELDED TO TOP AND FIELD BOLTED TO VERT. SAME NUM. OF 5CREW5 A5 BOTTOM 5EE TH15 5HEET KNEE BRACE CONT. 29 GA. ALUM. EDGE TRIM OR OPTIONAL 51DE PANELS FOR FULLY ENCL05UU I N m I I/2" TRIM DETAIL jig A & A ENGINEERING CIVIL • STRUCnJRAL scixf 19% 5911 Renaissance PI., Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Fmc: (419) 292-0955 AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIN -1419-737-1331 14"14057 FAX -1.419-737-1330 �f AMERICAN STEEL LOCATION: CALIFORNIA LDRAWING NO.: AMS-30CA DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: END WALL SHEET NO.: 2 OF 7 ism CONT. 29 GA. ALUM. EDGE TRIM OR OPTIONAL 51D� ` FOR FULLY ENCLOSURE �fG ti�5, � �c / eC c (U rn� BOXED DETAIL r2 5CALE: NTS EXP fn l GV 2/8/2008 TOP MEMBER - T5 2 114X2 1/4 - 14GA. SIDE POST FULLY ENCLOSED - 2 112X2 112 - 14GA. (54" C/C) PARYIALLY ENCLOSED - 2 112X2 112 - 14GA. (54" C/C) GALVANIZED - (FY = 50 K51) BASE RAIL 1 2GA. - CONTINUOUS - MATCH P05T 51ZE - (FY = 50 K51) D TOP MEMBER - TS 2 114X2 1/4 - 1l3 6 SIDE POST FULLY ENCLOSED - 2 I /2X2 112 - 14GA. (54" C/C) PARYIALLY ENCL05ED - 2 112X2 1/2 - 14GA. (54" C/C) GALVANIZED - (FY = 50 K51) BASE RAIL 1 2GA. - CONTINUOUS - MAT POST 51ZE - (FY = 50 KSI) PEAK BRACE 29'-9" NOM pC C� REGULAR BUILDING SECTION -jj. , C (��. SCALE: NT5 ocnr nonr•F I- 29'-9" NOM •I BOXED BUILDING SECTION SCALE: NT5 ;& A ENGINEERING QVIL • STRUCTURAL sires iws 5911 Renaissance PI., Stute B Tel: (419) 292-1983 Toledo, Ohio 43623 Fax: (419) 292-0955 AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAR4 -1119.737-1331 1.800-87140S7 FAX -1419.737-1330 OWNER: AMERICAN STEEL LOCATION: CALIFORNIA or DRAWING NO.: AMS-30CA 'DAT' -:4- - 2/8/2008 08/033/0055 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: TYP. BLDG. SECTION SHEET NO.: in6e HISS/ VIP. rh X rE> P + ' �., DATE SIGNED: 2/8/2008 I 29 GA. CORRUGATED STEEL - GALVANIZED OR PAINTED. MP HT. = 3/4" (FY = 80 K51) OR (OPTIONAL 51DE PANELS) 9V <O w U Z (� W J J Q Z� Ooz �O Wi G" TYP. I I I 2 I 2 I 3" I I 3" I I SEE ANCHOR I ANCHOR 5HEET 7 API R 't' 2"X2"X2" I5GA. ANGLE CLIP 5ECURE SEE 511T 3 TO P05T W/ 114"X314" SDS FA5TENER5 (2) ON BOTTOM AND (2) ON 51DE (2 REQUIRED) SEE 5HT. 2 LENGTH 15 A5 PER CUSTOMER ORDER 3" ANCHOR TYP. =VERY OTHER BAY SIDE ELEVATION CONT. EDGE TRIM - 2 112"X2 1 /2 29GA. ALUM SCALE: NTS ANGLE ATTACH W/ TEK5 SCREWS W/ NEOPRENE/ STEEL WASHER EVERY 2 RI135 A5 NEEDED PER 5HT. MFR.'S RECOMMENDATION ROOF PANELS SEE 5HT 3 ROOF BENT 5EE 5CHD. FOR TUBE SIZES (FY = 50 K51 GALV.) 7m • i- EDGE DETAIL I _ .�,)• ,,��._ , ,1 5CALE: NTS DETAI L A DETAI L 6 FASTENER 5CHD. TYPE: TEK5 # 12X I " 5CREW5 W/ NEOPRII SCALE: NTS 5 SCALE: NTS 5 STEEL WASHER @ G" C/C OF CORNER PANEL AND 8" C/C ELSEWHERE - MIN. ON FAST PER SPAN AT 51DELAP PANEL5 Ll jjj A & A ENGINEERING av1L• uRnl. SINCE 19% 5911 Renaissance PI.. Suite B Tel: (419) 292.1983 Toledo, Ohio 43623 Fax: (419) 292.0955 AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIN -1419.737.1331 1400.8714057 FAX -1419.737-1330 OWNER: AMERICAN STEEL LOCATION: CALIFORNIA DRAWING NO.: AMS-30CA DATE: 2/8/2008 08/033/0055 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: ELEVATIONS 5HEET NO. �OF 7 Q a, b lq aF�sslov�r >,(,�k p Nq ! C267 XP. 2/8/2008 Gj& A ENGINEERING (:2vlL - STRUCTURAL SINM 116 12 12 3 �13K 3 BK� 5911 Rena�sance PI., Suite B Tcl: (419) 292-1983 . . .... 'Foledo, Ohio 43623 Fax: (419) 292-0955 TS 2 114"X2 114" - 14GA. — FRAME AROUND OPENING � I ANcm6p,-Typ MAX. 10'-0' DOOR OPNG. MAX. 10'-0" DOOR OPNG. 29'-9" NOM. ;29,-9" NOM. REGULAR f-NCL05ED BOXED ENCL05ED END WALL W1 OPENIN 5 -%UTljp WALL W1 OPENING5 SCALE: NT5 6Z SCALE: NT5 BK APR6. v BK 12 3 rL 3 4zzzz- , 1115 T5 2 -112"X2 -112'X I MAX. 5'-0" C/C — ANGLE 13RACKET W1 2 - 114 "X I" SCREWS PER MEMBER - TYP. OR_ Typ BASE RAIL G' 29'-9" NOM. REGULAR ENCL05ED - END WALL SCALE: NT5 T5 2 -112"X2 -112"X I MAX. 5'-0" CIC — ANGLE 13RACKET W1 'I I �Op 2 - 114")l 1 ' SCREWS PEP MEMBER, - TYP. Typ._� BASE RAIL —/ L G. 1 29'-9" NOM. BOXED ENCL05ED - END WALL SCALE: NTS AMERICAN STEEL INC. 200 MUSTRI.0 AVENIJE BOX 910 PIONEER, 011 43554 MAIN - 1419-737-1331 14W-8714057 FAX - 1419-737-1330 OWNER: AMERICAN STEEL LOCATION: CALIFORNIA DRAWING NO.: AMS-30CA DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 DRAWN DY: ims CHECKED DY: OA DRAWING TITLE: gN�kWAQ%IPENINGS 5 OF 7 A 0 DATE 31CMD: 2/8/2008 5EE 5HT. 2/7 FIELD BOLTED - MATCH NUMBER AND PATTERN AT COU 5A5E CONNECTION 5EE 5HT. 2/7 2 1 /411X 2 2 11211X2 5CALE: NTS T5 2 112"X2 112" - 14GA. FRAME AROUND OPENING 12 T5 2-1/4X2-1/4 - 1 2GA - 3 1— G" SLEEVE SHOP WELDED TO TOP AND FIELD BOLTED TO VERT. SAME NUM. OF SCREWS A5 BOTTOM HE THI5 SHEET I I � I 1 Z g 12 I �W 31— I I I I � O 11 1 r 5EE 5HT. 2/7 REGULAR 1A BOXED IB 2 2 I1 A & A ENGINEERING QVIL. • STRUCIUItAL Sires 19% 5911 Renaissance PI., Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Pax: (419) 292-0955 (4) 114"X I" TE SCREWS -FIELDLD AMERICAN STEEL INC. BOLTED 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIN -1419-737-1331 14 00.8714057 FAX -1419-737-1330 TYP. END DOOR FRAMING SCALE: NT5 1/4 SQ. 8001= FRAME TO SLEEVE 112" POST COL. CONNECTION R, -- RIDGE LINE T5 2 1 /4X 2 114 - 14GA. FRAME AROUND OPENING ROOF FRAME 1 /8" FI LLETX I -1 /2" T5 2 112X2 112 - BK ' LG. @ 8" C/C STITCHI 14GA. - E.5. I TYP. WELD BOTH SIDES - 5TAGGERED - TYP. I VARIES I - WELD FRAME ' ANCHOR 5EE 5HT. 2/7 I I (4) 1/4"X I " TEK5 , I AT SCREWS - FIELD DOOR RAIL OPENING TS 2 114"X2 1/4" - 14GA. BOLTED EA. 51DE (OPTIONAL) f i I �• I FIELD BOLTED - (4) TEK5 # 12X I w G„ G" •> 12'-0" MAX.° 2 112"X2 112" - 1 2GA. ❑ BA5E RAIL CONT. COLUMN/ BASE CONNECTION SCALE: NTS TYP. FRAMING Al SIDE OPENING SCALE: NT5 rye ". A£' Tree OWNER: AMERICAN STEEL LOCATION: CALIFORNIA DRAWING NO.: AMS-30CA DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 DRAWN BY: JMS CHECKED BY: OA DRAWING TITLE: DETAILS 5HEET NO.: 6 OF 7 0 S10 P. n, V _. 2/8/20,Q 4" CONC. SLAB R W/ GXG-GIG WWF 4" EDGE D15T. SSE RAIL I 2 - #4 CONT. OPTIONAL ANCHOR ON CONC. SLAB 5ECTION SCALE: NT5 :L 3" A3G THRD. ROD W/ I I 5" EMBED. - TYP. BASE RAIL — - �I SIDE P05T G" SLEEVE 1/4"XI"TEK5 SCREWS - SEE 5HT. G I GONC. SLAB OR FOOTER W/ MIN. 1 2" WIDE. X AS PER LOCAL CODE (12" DEEP MIN.) RAT WALL ALL AROUND (NOT BY AM5) 5ECTION A -A SCALE: NT5 ANCHOR OPTIONS SCHEDULE m 51DE P05T I/2"0X30" LG. A3G GROUND ANCHOR BASE RAIL UNDISTURBED SOIL CONC. FTG. NOT BY AMS OPTIONAL PIN ANCHOR DETAIL ON CONCRETE PIER FOOTING SCALE: NTS ' TYP. AT EVERY ANCHORED P05T NOTE: ON LEVEL GRADE, DIG A 24"0 HOLE 42" DEEP AT EACH ANCHOR POINT. REPOSITION BASE RAILS OVER HOLES AND DROP A GROUND ANCHOR THROUGH EACH HOLE IN BASE RAILS. FILL EACH HOLE W/ 2500 PSI CONCRETE. �Li 7 1 �,. ANCHOR REQIUREMENTS: WIND 90 MPH - ONE NEXT TO EVERY OTHER P05T (MIN. 4 PER SIDE) END WALL SEE PAGE 4.5 4 G'FOR ANCHOR REQ. did;& A ENGINEERING QVIL STRUCTURAL AL su+iwe 5911 Renaissance PI„ Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Fax: (419) 292-0955 FOR: AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIN -1.419.737-1331 1.800871.4057 FAX -1.419.737-1330 AMERICAN STEEL LOCATION: CALIFORNIA DRAWING NO.: AMS-30CA DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 DRAWN BY: JMS CHECKED BY,: OA DRAWING TITLE: ANCHORAGE OPTIONS 5HEET NO.: - 7 4F814L-`6 DATE SIGNED: 2/8/2008 ANCHOR 51ZE5 REMARKS I 5/8"0X20" THRD. ROD EMBED IN CONC 2 5/8"0X7" IN5ERT W/ EPDXY IN GONG. 3 5/8"0X7" EXPAN51ON BOLT IN CONC. 4 1/2"0X7" WEDGE ANCHOR5 IN CONC. m 51DE P05T I/2"0X30" LG. A3G GROUND ANCHOR BASE RAIL UNDISTURBED SOIL CONC. FTG. NOT BY AMS OPTIONAL PIN ANCHOR DETAIL ON CONCRETE PIER FOOTING SCALE: NTS ' TYP. AT EVERY ANCHORED P05T NOTE: ON LEVEL GRADE, DIG A 24"0 HOLE 42" DEEP AT EACH ANCHOR POINT. REPOSITION BASE RAILS OVER HOLES AND DROP A GROUND ANCHOR THROUGH EACH HOLE IN BASE RAILS. FILL EACH HOLE W/ 2500 PSI CONCRETE. �Li 7 1 �,. ANCHOR REQIUREMENTS: WIND 90 MPH - ONE NEXT TO EVERY OTHER P05T (MIN. 4 PER SIDE) END WALL SEE PAGE 4.5 4 G'FOR ANCHOR REQ. did;& A ENGINEERING QVIL STRUCTURAL AL su+iwe 5911 Renaissance PI„ Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Fax: (419) 292-0955 FOR: AMERICAN STEEL INC. 200 INDUSTRIAL AVENUE BOX 910 PIONEER, OH 43554 MAIN -1.419.737-1331 1.800871.4057 FAX -1.419.737-1330 AMERICAN STEEL LOCATION: CALIFORNIA DRAWING NO.: AMS-30CA DATE: 2/8/2008 PROJECT NUMBER: 08/033/0055 DRAWN BY: JMS CHECKED BY,: OA DRAWING TITLE: ANCHORAGE OPTIONS 5HEET NO.: - 7 4F814L-`6 DATE SIGNED: 2/8/2008 FULLY ENCLOSED CARPORT BUTTE COUNTY NOV 10 2008 DEVELOPMENT SERVICES PARTIALLY ENCLOSED CARPORT WPUCI URAL ONLY .r6y' app. _ ,► � PROJECP: PROJECT NO.: SHEET CALIFORNIA CARPORTS 08-033-0055-6 NO.: A&A ENGINEERING 1 / S LOCATION: ' AMERICAN AMERICAN STEEL CALIFORNIA CIVIL • STRUCTURAL CARPORTS INC. SINCE 1996 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 I. Z. M. O.A. DATE: DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 02/l8/2008 02/18/2008 FULLY ENCLOSED CARPORT BUTTE COUNTY NOV 10 2008 DEVELOPMENT SERVICES PARTIALLY ENCLOSED CARPORT WPUCI URAL ONLY .r6y' app. _ ,► � INDEX TO CONTENTS I. SUMMARY: ...................................................................................................... 3 1. BUILDING SIZE: ................................................................................................ 3 2. LOADS: ............................................................................................................ 3 II. CODE INFORMATION: ............ q ................................................................ 3 1. CODE: .............................................................................................................. 3 2. OCCUPANCY: ................................................................................................... 3 III. LOAD CALCULATIONS: ........................................................................... 3 1. DEAD LOAD(D): .............................................................................................. 3 2. ROOF LIVE LOAD(L,,): ..................................................................................... 3 3. SNOW LOAD(S): ............................................................................................... 3 4. WIND LOAD(W): ............................................................................................. 3 5. EARTHQUAKE LOAD(E): ................................................................................. 3 IV. LOAD COMBINATIONS: ........................................................................... 3 V. MATERIAL PROPERTIES: ....................................................................... 3 1. STEEL: ............................................................................................................. 3 VI. SECTION PROPERTIES: ........................................................................... 4 VII. MAXIMUM DEFLECTIONS: .................................................................... 4 VIII. FOUNDATION CALCULATIONS: ....................................................... 4 1. REACTIONS: ..................................................................................................... 4 2. FOUNDATION OPTIONS: .................................................................................... 4 A. Pier Style Foundation: ............................................................................ 4 a. Uplift Resistance: ................................................................................................ 4 i. Pier Uplift Resistance: .................................................................................... 4 ii. Anchor Rod Tensile Strength: ......................................................................... 4 iii. Concrete -Rod Bond Strength......................................................................4 b. Downwards Bearing Resistance: ......................................................................... 4 C. Lateral Resistance: .............................................................................................. 5 i. Pier Sliding Resistance: .................................................................................. 5 ii. Anchor Rod Shear Resistance: ........................................................................ 5 d. Overturning Resistance: ...................................................................................... 5 B. Expansion Bolts: ..................................................................................... S a. Uplift Resistance: ................................................................................................ 5 b. Lateral Resistance: .............................................................................................. 5 C. Mobile Home Anchors: ............................................................................ 5 a. Uplift capacity: .................................................................................................... 5 IX. APPENDICES: 1. PROJECT: PROJECT NO.: SHEET a. FULLY ENCLOSED ........................................... CALIFORNIA CARPORTS 08-033-0055-6 NO.: A&A ENGINEERING i i iSINCE 2/5 CLIENT. AMERICAN STEEL LOCATION: CALIFORNIA CML • STRUCTURAL CARPORTS INC. SI -E Ol — 15 1996 . CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 I. Z. M. O.A. b. PARTIALLY ENCLOSED ..................................... DATE` DATE: DATE: Toledo, Ohio 43623 Fax: (419) 292-0955 5. FOUNDATION OPTIONS SPECIFICATIONS: ........................... 02/18/2008 02/18/2008 INDEX TO CONTENTS I. SUMMARY: ...................................................................................................... 3 1. BUILDING SIZE: ................................................................................................ 3 2. LOADS: ............................................................................................................ 3 II. CODE INFORMATION: ............ q ................................................................ 3 1. CODE: .............................................................................................................. 3 2. OCCUPANCY: ................................................................................................... 3 III. LOAD CALCULATIONS: ........................................................................... 3 1. DEAD LOAD(D): .............................................................................................. 3 2. ROOF LIVE LOAD(L,,): ..................................................................................... 3 3. SNOW LOAD(S): ............................................................................................... 3 4. WIND LOAD(W): ............................................................................................. 3 5. EARTHQUAKE LOAD(E): ................................................................................. 3 IV. LOAD COMBINATIONS: ........................................................................... 3 V. MATERIAL PROPERTIES: ....................................................................... 3 1. STEEL: ............................................................................................................. 3 VI. SECTION PROPERTIES: ........................................................................... 4 VII. MAXIMUM DEFLECTIONS: .................................................................... 4 VIII. FOUNDATION CALCULATIONS: ....................................................... 4 1. REACTIONS: ..................................................................................................... 4 2. FOUNDATION OPTIONS: .................................................................................... 4 A. Pier Style Foundation: ............................................................................ 4 a. Uplift Resistance: ................................................................................................ 4 i. Pier Uplift Resistance: .................................................................................... 4 ii. Anchor Rod Tensile Strength: ......................................................................... 4 iii. Concrete -Rod Bond Strength......................................................................4 b. Downwards Bearing Resistance: ......................................................................... 4 C. Lateral Resistance: .............................................................................................. 5 i. Pier Sliding Resistance: .................................................................................. 5 ii. Anchor Rod Shear Resistance: ........................................................................ 5 d. Overturning Resistance: ...................................................................................... 5 B. Expansion Bolts: ..................................................................................... S a. Uplift Resistance: ................................................................................................ 5 b. Lateral Resistance: .............................................................................................. 5 C. Mobile Home Anchors: ............................................................................ 5 a. Uplift capacity: .................................................................................................... 5 IX. APPENDICES: 1. WIND LOAD CALCULATIONS: a. FULLY ENCLOSED ........................................... W -E 1 —3 b. PARTIALLY ENCLOSED ...................................... W-0 1 —3 2. ANALYSIS (STAAD.PRO) INPUT FILE: a. FULLY ENCLOSED ............................................ SI -E Ol — 15 b. PARTIALLY ENCLOSED ...................................... SI -001 —09 3. ANALYSIS (STAAD.PRO) OUTPUT FILE: a. FULLY ENCLOSED ........................................... SO -E Ol — 19 b. PARTIALLY ENCLOSED ..................................... SO -001-12 4. METAL SHEATHING SPECIFICATIONS: ............................... MS 1 5. FOUNDATION OPTIONS SPECIFICATIONS: ........................... FO 1 - 2 I. Summary: 1. Building Size: Length:. Width: Eave height:. Roof pitch: 2. Loads: Roof live load: Ground snow load`. Wind speed: Seismic Ss spectral response accel.: II. Code Information: 1. Code: California Building Code (CBC 2007) 2. OCCUDancv: Occupancy Group: 40 ft 30 ft 12 ft 3/12 30 psf 30 psf 90 mph 1.855 U lit. Load Calculations: PROJECT: PROJECT NO:: SHEET Dead load (super imposed): CALIFORNIA CARPORTS 08-033-0055-6 NO.: ' A&A ENGINEERING 3/5 AMERICAN AMERICAN STEEL LOCATION: CALIFORNIA CIVIL • STRUCTURAL CARPORTS INC. Exposure factor: CC = 1.00 SINCE 1996 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 I. Z. M. O.A: - pf= 0.7 x 1.00 x 1.00 x 0.80 x 30 = 16.80 psf DATE` 7 DATE' DATE. Toledo, Ohio 43623 Fax: (419) 292-0955 Weight of structure: W = 5760 lbs 02/18/2008 02/18/2008 R/1 I. Summary: 1. Building Size: Length:. Width: Eave height:. Roof pitch: 2. Loads: Roof live load: Ground snow load`. Wind speed: Seismic Ss spectral response accel.: II. Code Information: 1. Code: California Building Code (CBC 2007) 2. OCCUDancv: Occupancy Group: 40 ft 30 ft 12 ft 3/12 30 psf 30 psf 90 mph 1.855 U lit. Load Calculations: ps = CS Pf 1. Dead Load (D): Dead load (super imposed): D = 1 psf 2. . Roof. Live Load (L,): Roof live load (specified): L, = 30 psf 3. Snow Load(S): Peak ground snow load: p6 = 30 psf Exposure factor: CC = 1.00 Thermal factor: C, = 1.00 Importance factor: Jr, = 0.80 Slope factor: CS = 1.00 Flat roof load: pf= 0.7 Ce C, IS pg (> 20 psf) - pf= 0.7 x 1.00 x 1.00 x 0.80 x 30 = 16.80 psf Sloped roof load: ps = CS Pf ps = 1.00 x 16:80 = 16.80 psf = S *Roof live load controls 4. Wind Load (W): *Please see Appendix W1 -W3 for wind load calculations 5. Earthquake Load (E): Site Class: D Spectral response acceleration at short periods: SS = 1.855 % g Site Coeffecient: Fe = 1.000 Adjusted spectral response acceleration: SMs = Fa Ss -• SMs = 1.000 x 1.855 = 1.855 % g Design spectral response acceleration: SDS = % Sats -i Sps = (2 / 3) x 1.855 = 1.237 % g Response modification factor: R = 3.0 Occupancy importance factor: I = 1.00 Weight of structure: W = 5760 lbs Seismic response Coeffecient: CS = SDS R/1 -+CS= 1.237/(3.0/ 1.00)=0.412 Seismic base shear: V = CS W - V = 0.412 x 5760 = 2374.40 lbs * since this is a light structure the lateral wind load controls IV. Load Combinations: 1. D+(L,orS) 2. D+(W or 0.7 E) 3. D + 0.75 (I., or S) + 0:75 (W or 0.7 E) 4. 0.9 D + (W or 0.7 E) V. Material Properties: 1. Steel: ASTM A572 Grade 50 Fy = 50 ksi F„ = 65 ksi E = 29,000 ksi y = 490 lbs/ft3 VI. Section Properties: Section PROJECT: CALIFORNIA CARPORTS PROJECT NO.: 08-033-0055-6 SHEET NO.: ' A&A ENGINEERING 4/5 C UENE: AMERICAN STEEL LOCATION: CALIFORNIA CALIFORNIA CIVIL • STRUCTURAL CARPORTS INC. TS252514GA 0.802 SINCE 1996 CALMATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 Toledo, Ohio 43623 Fax: (419) 292-0955 1. Z. M. O.A. TS222212GA D 14 1.439 DATE: 02/18/2008 DATE: 02/18/2008 DATE: E = 29,000 ksi y = 490 lbs/ft3 VI. Section Properties: Section A 1� ly Gauge TS222214GA 0.719 0.564 0.564 14 TS252514GA 0.802 0.782 0.782 14 TS252512GA 1.042 0.995 0.995 12 TS222212GA D 14 1.439 1 1.474 1 1.128 12 TS252512GA 114 1.762 1 1.559 1 1.559 12 VII. Maximum deflections: Enclosure FuP = 1.66 Kips I Fd„ = 2.90 Kips I-" lY Max. overturning moment: Xmax Ymax A. Pier Style Foundation: Zmax Pier size: ,p = 24.00 in 120 d = 42.00 in 180 120 FE 0.64 2.100K 1.59 2.00 OK 1.70 2.100K PE 2.07 2. I 0 OK 1.85 2.00 OK 0.01 2.100K Vlll. Foundation calculations: 1. Reactions: Max uplift reaction: FuP = 1.66 Kips Max downwards reaction: Fd„ = 2.90 Kips Max. lateral reaction: FI, = 2.00 Kips Max. overturning moment: Mu, = 0.00 Kips -in 2. Foundation oations: A. Pier Style Foundation: Pier size: ,p = 24.00 in d = 42.00 in Surface area of pier: AS = nVd - AS = n x 24.00 x 42.00 = 3166.73 int -+ Fbr = 2.90 + 1.65 = 4.54 Kips Anchor rod material: ASTM A36 Anchor roddiameter: db = 0.5 in Embedment length: Id = 30 in a. Uplift Resistance: i. Pier Uplift Resistance: Coeffecient for lateral earth pressure: K= 1.0 (ASCE 1993) Effective over -burden pressure: a'„ = y' de,,9. a'„ = 120 x 42.00 / (2 x 12) = 210.00'psf Friction angle between soil and concrete: S = 220 Average skin resistance stress: fs = K a'„ tans - fs =1.0 x 210.00 x tan 220 = 84.85 psf Total skin resistance: Fs = fs As -+ FS = 84.85 x 3166.73 / 122 = 1865.85 lbs = 1.87 Kips Weight of concrete pier: Wpier = 7cone. 7/4 WZ d --+ Wp1ef= 150 x n/4 x (24.00/12)2 x (42.00/12) -' Wpier = 1649.34 lbs = 1.65 Kips Total uplift resistance: Frup,pier = Fs + Wpier - Frup,pier = 1.87 + 1.65 = 3.52 Kips > 1.66 OK ii. Anchor Rod Tensile Strength: Anchor rod strength: Frup,,,d = 0.6 Fy Ab Frup.rod = 0.6 x 36 x n/4 x 0.52 = 4.24 Kips > 1.66 OK iii. Concrete -Rod Bond Strength Minimum development length: - ld.min = 3 fy W, We X db / (50 4fe) - ld,,nin = 3 x 36,000 x 1.0 x 1.0 x 1.0 x 0.5 / (50 x 42500) - ld.,,,i,, = 21.60 in > 30 OK b. Downwards Bearing Resistance: Total downwards reaction: Fbr = Fdu + Wpier -+ Fbr = 2.90 + 1.65 = 4.54 Kips Allowable soil bearing stress: frbr = 2000 p2sf Bearing area: Abr = 7r/4 W - Abr = 452.39 int Total bearing resistance: Frbr = Fs + frbr Abr • PROJECT: PROJECT NO.: SHEET 4 in helix CALIFORNIA CARPORTS 08-033-0055-6 NO.: A&A ENGINEERING 0' 5/5 1E1LOCA'nON-. Emprical factor: 1 AMERICAN STEEL CALIFORNIA CIVIL • STRUCrURAL CARPORTS INC. SINCE 1996 CALCULATED BY: CHECKED BY: APPROVED BY: SCALE: 5911 Renaissance Place, Suite B Tel: (419) 292-1983 1. Z. M. O.A. DATE: DATE: DATE: Toledo, Ohio 43623 ' Fax: (419) 292-0955 02/18/2008 02/18/2008 Ft, = 1865.85 + 2000 x 452.39 = 8.15 Kips > 4.54 OK c. Lateral Resistance: i. Pier Sliding Resistance: Allowable soil_lateral bearing stress: frllbr = 100 psf/f below Allowable soil lateral bearing stress for `d' fr,lbr = 228.57 psf Lateral bearinng area: Al,b, = (p d -+ Alt = 24.00 x 42.00 =1008.00 int Total lateral bearing resistance: Frllbr= fritbr Allbr, Frl, = 1600.00 lbs = 1.60 Kips Allowable soil lateral friction stress: frl, f = 130 psf Pier bottom surface area: Al,rr = 452.39 int Total lateral frictional resistance: Frltrr = from Altrr Frl,rr = 408.41 lbs = 0.41 Kips Total lateral resistance of pier: FrII,pier = Frltbr + Frllir Frlt,pier = 2008.41 lbs = 2.01 Kips > 2.00 OK ii. Anchor Rod Shear Resistance: Total rod shear resistance: Frlt,rod = 0.4 fy Ab Frlt,rod = 0.4 x 36 x 704 x 0.52 = 2.83 Kips > 2.00 OK d. Overturning Resistance: Resisting moment: M., = Frltbr d/2 + Fr1to- d - Mro, = 1.60x42.00/2+ 0.41 x42.00 = 50753.10 lbs -in Mrot = 50.75 Kips -in > 0.00 OK B. Expansion Bolts: Note: See appendices for specs. Concrete foundation as above or by others. Bolt dimensions: (Pb = 5/8 in • ld = 5 in a. Uplift Resistance: r Allowable tension: F,,,,,bo„ = 2.65 Kips Fr p.b 1, = 2.65 Kips > 1.66 OK *(assume 3000psi concrete) b. Lateral Resistance: Allowable shear: Frlt,bol, = 4.06 Kips - Frl,,bol, = 4.06 Kips > 2.00 OK C. Mobile Home Anchors: Note: See appendices for specs. Use 2 anchors at corners. Anchor dimensions: 4 in helix % in diameter 35 in shaft Minimum installation torque: T = 250 lbs -ft Emprical factor: K, _ 10 ft'I a. Uplift capacity: Allowable uplift: Qu = K, T Q„ = 10 x 250 x 2 = 5000 lbs = 5.0 Kips > 1.66 OK I r Z •`r. z C z 1 _i n < _ Z - - n ry ^ V O Project Name: California Carports Location: California By: IZM Start Date: 02/18/08 Comments: 30ft - Enclosed Carport California Carports February 18, 2008 ASCE?-05 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 90 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. 4 .1000SIwindloads E.wls Wind Loads on Structures 2005 -- [1.3] Copyright ©2000 SDG, Inc. Page t of 5 California Carports Section - Main Section Enclosure Classification: Enclosed Building Category: I Wall Length(ft)Overhang(ft) 1 56.0 0.0 2 30.0 0.0 3 56.0 0.0 4 30.0 0.0 Eave Height: 12 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Gabled Roof Slope(:12) A&B 3.0 r February 18, 2008 ASCE7-05 Wind Loads on Structures 2005 --[1.31 Copyright© 2000 SDG. Inc. Page 2 of 5 California Carports Composite Drawing v A Wind Loads on Structures 2005 -- [1.31 Copyright © 2000 SDG, Inc. W - E 213 February 18, 2008 ASCE?-05 Page 3 of 5 k California Carports MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 .4 February 18, 2008 California Carports ASCE7-05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # I Surface z (ft) I q (psf) G JGp JGGpi lExt Pres (psi Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Windward Wall 12.0 13.0 0.88 0.80 0.18 9.2 6.8 11.5 2 Side Wall 13.9 13.0 -0.70 -8.0 -10.3 -5.7 3 Leeward Wall 13.9 13.0 0.88 -0.50 0.18 -5.7 -8.1 -3.4 4 Side Wall 13.9 13.0 0.88 -0.700.18 -8.0 -10.3 -5.7 A Windward Roof 13.9 13.0 0.88 -0.160.18 -1.8 -4.2 0.5 13.9 13.0 -0.71 -8.1 -10.5 -5.8 B Leeward Roof 13.9 13.0 0.88 -0.49 0.18 -5.6 -7.9 -3.3 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. -0.50 -5.8 -8.1 L,3 -E 3(3 February 18, 2008 ASCE7-05 p I Surface 1z (ft) I q(psf) I G jCp IGCpi JExt Pres (psf) Net w/ -GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 13.9 13.0 0.89 -0.70 0.18 -8.1 -10.4 -5.8 2 Windward Wall 13.9 13.0 0.80 9.3 6.9 11.6 15.8 13.2 0.80 9.4 7.1 11.7 3 Side Wall 13.9 - 13.0 0.89 -0.70 0.18 -8.1 -10.4 -5.8 4 Leeward Wall 13.9 13.0 0.89 -0.33 0.18 -3.8 -6.2 -1.5 A&B Roof 0 to 6.9 ' 13.0 0.89 -0.900.18 -10.4 -12.8 -8.1 6.9 to 13.9' 13.0 -0.90 -10.4 -12.8 -8.1 13.9 to 27.8 ' 13.0 -0.50 -5.8 -8.1 -3.4 27.8 to 56.0 ' 13.0 -0.30 ' -3.5 -5.8 -1.1 0 to 56.0 ' 13.0 -0.18 -2.1 -4.4 0.3 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. ' Distance from windward edge. Wind Loads on Structures 2005 - (1.3) Copyright© 2000 SDG, Inc. Page 4 of 5 Wind Loads on Structures 2005 - [1.3] Copyright ® 2000 SDG, Inc. Page 5 of 5 Project Name: California Carports Location: California By: IZM Start Date: 02/18/08 Comments: 30ft - Open Carport ..1D0CSlwindloads O.wls LA3 —40 California Carports February 18,'2008 ASCE7-05 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4- C Basic Wind Speed: 90 mph Topography: None Optional Factors This project uses load combinations . from ASCE 7. i Wind Loads on Structures 2005-- [1.31 Copyright© 2000 SDG, Inc. Page 1 of 5 D California Carports February 18, 2008 Section - Main Section Enclosure Classification: Open Building Category: I Wall Length(ft)Overhang(ft) 1 56.0 .0.0 2 30.0 0.0 3 56.0 0.0 4 30.0 0.0 Eave Height: 12 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Pitched Roof Slope(:12) A&B 3.0 ASCE?-05 Wind Loads on Structures 2005 --.[1.3] Copyright © 2000 SDG, Inc. California Carports Composite Drawing 0 1 A a 3 A Page 2 of 5 Wind Loads on Structures 2005 -- [1.3] Copyright © 2000 SDG, Inc. February 18, 2008 ASCE?-05 Page 3 of 5 a California Carports MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 February 18, 2008 California Carports ASCE7-05 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # iSurface z (ft) q (psf) G Cn GCpi Ext Pres (psf) Net w/ +GCpi (psf)l Net wl -GCpi (psf) 1 Windward Wall N/A 2 Side Wall N/A 3 Leeward Wall N/A 4 Side Wall N/A Case A - Clear Flow A Windward Roof 13.9 13.0. 0.89 1.10 0 12.7 B Leeward Roof 13.9 13.0 -0.40 -4.6 Case A - Obstructed ' 13.0 -0.60 -6.9 A Windward Roof 13.9 13.0 0.89 -1.30 0 -15.0 B Leeward Roof 13.9 13.0 -1.00 -11.6 Case B - Clear Flow 13.0 0.88 -1.20 0 -13.7 A Windward Roof 13.9 13.0 0.89 0.10 0 .1.2 - B Leeward Roof 13.9 13.0 -1.10 -12.7 A Case B - Obstructed A Windward Roof 13.9 13.0 0.89 -0.60 0 -6.9 8 Leeward Roof 13.9 13.0 -1.60 -18.5 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. Wind Loads on Structures 2005 -- [1.3] Copyright © 2000 SDG, Inc. 4. [,.O -0 3/3 February 18, 2008 ASCE7-05 # ISurface 1z (ft) q (psf) IG I Cn I GCpi I Ext Pres (psf)l Net w/ -GCpi (psf) I Net w/ -GCpi (psf) 1 Side Wall N/A 2 Windward Well N/A 3 Side Wall N/A 4 Leeward Wall N/A Roof Windward Roof Case A - Clear Flow 0 to 13.9 13.9 13.0 0.88 -0.800 -9.2 13.9 to 27.8 13.9 13.0 -0.60 -6.9 27.8 to 56.0 13.9 13.0 -0.30 -3.4 Case A - Obstructed 0 to 13.9 13.9 13.0 0.88 -1.20 0 -13.7 13.9 to 27.8 13.9 13.0 -0.90 -10.3 27.8 to 56.0 13.9 13.0 -0.60 -6.9 Case B - Clear Flow 0 to 13.9 13.9 13.0 0.88 0.80 0 9.2 13.9 to 27.8 13.9 13.0 0.50 5.7 27.8 to 56.0 13.9 13.0 0.30 3.4 Case 8 - Obstructed 0 to 13.9 13.9 13.0 0.88 0.50 0 5.7 13.9 to 27.8 13.9 13.0 0.50 5.7 27.8 to 56.0 13.9 13.0 0.30 3.4 This is load case 1 in ASCE 7-05 Figure 6-9. See Figure 6-9 for other cases. Page 4 of 5 Wind Loads on Structures 2005 -- [1.3] Copyright © 2000 SDG, Inc. ' ♦ h Page 5 of 5 + 230 1.66667 12.4167 20; 231 13.3333 15.3333 22: 232 15 15.75 22; STAAD SPACE 233 11.6667 14.9167 22; 234 10 14.5 22; 235 8.33333 14.0833 22; START JOB INFORMATION 236 6.66667 13.6667 22; 237 5 13.25 22; 238 3.33333 12.8333 22; JOB NAME Colitornia Carports 239 1.66667 12.4167 22; 240 0 12 22; 241 13.3333 15.3333 24; JOB CLIENT American Steel Corpores, Inc. 242 11.6667 14.9167 24; 243 10 14.5 24; 244 6.33333 14.0833 24; ENGIIIEER NAME 1?.M 245 6.66667 13.6667 24; 246 5 13.25 24; 247 3.33333 12.6333 24: ENGINEER DATE 02/18/08 248 1.66667 12.4167 24; 249 13.3333 15.3333 26; 250 15 15.75 26; JOB NO 08-033-0055-6 251 11.6667 14.9167 26; 252 10 14.5 26; 253 8.33333 14.0833 26; CHECKER NAME OA 254 6.66667 13.6667 26; 255 5 13.25 26; 256 3.33333 12.6333 26; CHECKER DATE 02/16/08 257 1.66667 12.4167 26; 258 0 12 26; 259 13.3333 15.3333 28; END JOB INFORMATION 260 11.6667 14.9167 28; 261 l0 14.5 28; 262 8.33333 14.0833 28; INPUT WIDTH 19 263 6.66667 13.6667 28; 264 5 13.25 28; 265 3.33333 12.8333 28; UNIT FEET KIP 266 1.66667 12.4167 28; 267 13.3333 15.3333 30; 268 l5 15.75 30; JOINT COORDINATES 30 12; 269 11.6667 14.9167 30; 270 10 14.5 30; 271 8.33333 14.0833 30; 1 U U 0; 2 30 U 0; 3 0 U 4: 4 30 U 4; 5 0 0 8;6 30 0 8; 7 0 0 12; 8 0 12 30 0 20; 13 0 0 24; 14 30 0 24; 15 0 0 28; 272 6.66667 13.6667 30; 273 5 13.25 30; 274 3.33333 12.8333 30; 9 0 0 16; 10 30 0 16; II 0 0 20; 275 1.66667 12.4167 30; 276 0 12 30; 277 13.3333 15.3333 32; 16 30 0 28; 17 0 0 32; 16 30 0 32; 19 0 0 36; 20 30 0 36; 21 0 0 40; 0 U 48; 26 30 U 48; 27 0 0 52; 278 1.1.6667 14.9167 32; 279 10 14.5 32; 280 8.33333 14.0833 32; 22 30 0 40; 23 U 0 44; 24 30 0 44; 25 281 6.66667 13.6667 32; 262 5 13.25 32; 283 3.33333 12.8333 32; 26 30 0 52; 29 0 0 56; 30 30 0 56; 31 5 0 56; 32 10 0 56; 33 20 0 56; 0 0; 38 10 0 0; 39 5 0 0; 40 0 12 0; 264 1.66667 12.4167 32; 205 13.3333 15.3333 34; 286 LS 15.75 34; 34 25 0 56: 35 25 0 0; 36 20 0 0; 37 15 267 11.6667 14.9167 34; 288 10 14.5 34; 289 8.33333 14.0833 34; 4l 15 15.75 0; 42 30 l2 0; 43 0 12 4; 44 15 15.75 4; 45 30 12 4; 13.875 4; 48 15 13.875 4; 49 0 12 8; 50 15 15.75 8; 290 6.66667 13.6667 34; 291 5 13.25 34; 292 3.33333 12.8333 34; 46 7.5 1.3.875 4; 47 22.5 6; 55 0 12 12; 293 1.66667 1.2.4167 34; 294 0 1.2 34; 295 13.3333 15.3333 36; 51 30 12 8; 52 7.5 13.875 8; 53 22.5 13.875 8; 54 15 13.875 57 30 1.2 12; 56 7.5 13.875 12; 59 22.5 13.875 12; 296 11..6667 14.9167 36; 297 10 14.5 36; 298 8.33333 14.0833 36; 56 15 15.75 12; 16; 62 15 15.75 16; 63 30 12 16; 64 7.5 13.875 16; 299 6.66667 13.6667 36; 300 5 13.25 36; 301 3.33333 12.8333 36; 60 15 1.3.875 12; 61 0 12 30 12 20; 302 1..136667 12.4167 36; 303 1.3.3333 15.3333 38; 304 15 1.5.75 38; 65 22.5 13.875 16; 66 15 13.875 16; 67 0 12 20; 66 15 15.75 20; 69 71 22.5 13.875 20; 72 15 13.875 20; 73 0 12 24; 305 11.6667 14.9167 38; 306 10 14.5 38; 307 8.33333 14.0833 38; 70 7.5 13.875 20; 76 7.5 13.875 24; 77 22.5 13.875 24; 308 6.66667 13.6667 38; 309 5 13.25 36; 310 3.33333 12.8333 38; 74 15 15.75 24; 75 30 12 24; 82 7,5 13.875 28; 311 1.66667 12.4167 38; 312 0 l2 38; 313 13.3333 15.3333 40; 78 15 13.875 24; 79 U 12 28; 80 15 15.75 28; 81 30 12 28; 0 32; 86 15 15.75 32; 87 30 12 32; 314 11.6667 14.9167 40; 315 10 14.5 40; 316 8.33333 14.0833 40; 83 22.5 13.875 28; 84 15 13.875 28; 85 12 317 6.66667 13.6667 40; 318 5 13.25 40; 319 3.33333 12.8333 40; 88 7.5 13.8"15 32; 89 22.5 13.875 32; 90 15 13.875 32; 91 0 12 36; 30 36; 94 7,5 13.875 36; 95 22.5 13.875 36; 320 1.66667 12.4167 40; 321 13.3333 15.3333 42; 322 15 15.75 42; 92 15 15.75 36; 93 12 98 15 15.75 40; 99 30 12 40; 100 7.5 13.875 40; 323 11.6667 14.9167 42 324 10 14.5 42; 325 8.33333 14.0833 42; 96 15 13.875 36; 97 0 12 40; 44; 326 6.66667 13.6667 42; 327 5 13.25 42; 328 3.33333 12.8333 42; 101 22.5 13.875 40; 102 1.5 13.875 40; 103 0 12 44; 104 15 15.75 7.5 44; 107 22.5 13.875 44; 108 15 13.875 44; 329 1.66667 12.4167 42; 330 0 12 42; 331 13.3333 15.3333 44; 105 30 12 44; 106 13.875 332 11.6667 14.9167 44; 333 10 14.5 44; 334 8.33333 14.0833 44; 109 0 12 48; 110 15 15.75 48; 111 30 12 48; 112 7.5 13.875 46; 48; 114 15 13.875 46; 115 0 12 52; 116 15 15.75 52; 335 6.66667 13.6667 44; 336 5 13.25 44; 337 3.33333 12.8333 44; 113 22.5 13.875 7.5 52; 119 22.5 13.875 52; 120 15 13.875 52; 338 1.66667 12.4167 44; 339 13.3333 15.3333 46; 340 15 15.75 46; 117 30 12 52; 118 1.3.875 5 0; 341 11.6667 1.4.9167 46; 342 10 14.5 46; 343 0.33333 14.0833 46; 121 U 12 56; 122 15 15.75 56; 123 30 12 56; 124 10 14.5 0; 125 13.25 14.5 56; 129 5 13.25 56; 13U 20 14.5 56; 344 6.66667 13.6667 46; 345 5 13.25 46; 346 3.33333 12.8333 46; 126 20 14.5 0; 127 25 13.25 0; 128 10 347 1.66667 12.4167 46;.348 0 12 46; 349 13.3333 15.3333 48; 131 25 13.25 56; 132 10 10 56; 133 20 IU 56; 134 15 10 56; 135 13.3333 15.3333 0; 136 13.3333 15.3333 2; 137 15 15.75 2; 350 11.6667 14.9167 48; 351 10 14.5 48; 352 6.33333 14.0833 48; 138 11.6667 14.9167 0; 139 11.6667 14.9167 2; 140 IU 14.5 2; 353 6.66667 13.6667 48; 354 5 13.25 48; 355 3.33333 12.8333 48; 141 8.33333 14.0633 0; 142 8.33333 14.0833 2; 143 6.66667 13.6667 0; 356 1.66667 12.4167 48; 357 13.3333 15.3333 50; 358 15 15.75 50; 144 6.66667 13.6667 2; 145 5 13.25 2; 1.46 3.33333 12.8333 0; 359 11.6667 14.9167 50; 360 10 14.5 50; 361 8.33333 14.0833 50; 12.4167 2; 362 6.66667 13.6667 50; 363 5 13.25 50; 364 3.33333 12.8333 50; 147 3.33333 12.8333 2; 148 1.66667 12.4167 0; 149 1.66667 150 0 12 2; 151 13.3333 15.3333 4; 152 11.6667 14.9167 4: 153 10 14.5 4; 365 1.66667 12.4167 50; 366 0 12 50; 367 13.3333 15.3333 52; 154 8.33333 14.0833 4; 155 6.66667 13.6667 4; 156 5 13.25 4; 366 11.6667 14.9167 52; 369 10 14.5 52; 370 8.33333 14.0833 52; 157 3.33333 12.8333 4; 158 1.66667 12.4167 4; 159 13.3333 15.3333 6; 371 6.66667 13.6667 52; 372 5 13.25 52; 373 3.33333 12.8333 52; 160 15 15.75 6; 161 11.6667 14.9167 6; 162 10 14.5 6; 163 8.33333 14.0833 6; 374 1.66667 12.4167 52; 375 13.3333 15.3333 54; 376 15 15.75 54; 164 6.66667 13.6667 6; 165 5 13.25 6; 166 3.33333 12.8333 6; 377 11.6667 14.9167 54; 378 10 14.5 54; 379 8.33333 14.0833 54; 8; 380 6.66667 13.6667 54; 381 5 13.25 54; 382 3.33333 12.8333 54; 167 1.66667 12.4167 6; 166 0 12 6; 169 13.3333 15.3333 170 11.6667 14.9167 8; 171 10 14.5 8; 172 8.33333 14.0833 8; 383 1.66667 12.4167 54; 384 0 12 54; 385 13.3333 15.3333 56; 8; 3.33333 12.8333 6; 386 11.6667 14.9167 56; 367 8.33333 14.0833 56; 388 6.66667 13.6667 56; 173 6.66667 13.6667 8; 174 5 13.25 175 176 1.66667 12.4167 8; 177 13.3333 15.3333 10; 178 15 15.75 30; 389 3.33333 12.8333 56; 390 1.66667 12.4167 56; 391 16.6667 15.3333 56; 8.33333 14.0833 10; 392 16.6667 15.3333 54; 393 18.3333 14.9167 56; 394 18.3333 14.9167 54; 179 11.6667 14.9167 10; 180 10 14.5 10; 181 5 13.25 10; 184 3.33333 12.8333 10; 395 20 14.5 54; 396 21.6667 14.0833 56; 397 21.6667 14.0833 54; 182 6.66667 13.6667 10; 183 398 23.3333 13.6667 56; 399 23.3333 13.6667 54; 400 25 13.25 54; 185 1.66667 12.4167 10; 186 0 12 10; 187 13.3333 15.3333 12; 401 26.6667 12.8333 56; 402 26.6667 12.8333 54; 403 28.3333 12.4167 56; 188 11.6667 14.9167 12; 189 10 14.5 12; 190 8.33333 14.0833 12; 5 13.25 12; 193 3.33333 12.8333 12; 404 28.3333 12.4167 54; 405 30 12 54; 406 16.6667 15.3333 52; 191 6.66667 13.6667 12; 192 14; 407 18.3333 14.9167 52; 408 20 14.5 52; 409 21.6667 14.0833 52; 194 1.66667 12.4167 12; 195 13.3333 15.3333 14; 196 15 15.75 197 11.6667 14.9167 14; 198 10 14.5 14; 199 8.33333 14.0833 14; 410 23.3333 13.6667 52; 411 25 13.25 52; 412 26.6667 12.8333 52; 200 6.66667 13.6667 14; 201 5 13.25 14; 202 3.33333 12.8333 14; 413 28.3333 12.4167 52; 414 16.6667 15.3333 50; 415 18.3333 14.9167 50; 16; 416 20 14.5 50; 417 21.6667 14.0833 50; 418 23.3333 13.6667 50; 203 1.66667 12.4167 14; 204 0 12 14; 205 13.3333 15.3333 419 25 13.25 50; 420 26.6667 12.6333 50; 421 28.3333 12.4167 50; 422 30 12 50; 206 11.6667 14.9167 16; 207 10 14.5 16; 208 6.33333 14.0833 16; 209 6.66667 13.6667 16; 210 5 13.25 16; 211 3.33333 12.8333 16; 423 16.6667 15.3333 48; 424 18.3333 14.9167 48: 425 20 14.5 48; 212 1.66667 12.4167 16; 213 13.3333 15.3333 18; 214 15 15.75 18; 426 21.6667 14.0833 48; 427 23.3333 13.6667 48; 428 25 13.25 48; 215 11.6667 14.9167 18; 216 10 14.5 16; 217 8.33333 14.0833 18; 429 26.6667 12.8333 48; 430 28.3333 12.4167 46; 431 16.6667 15.3333 46; 1.2.8333 18; 432 18.3333 14.9167 46; 433 20 14.5 46; 434 21.6667 14.0833 46; 218 6.66667 13.6667 18; 219 5 13.25 18; 220 3.33333 221 1.66667 12.4167 18; 222 0 12 18; 223 13.3333 15.3333 20; 435 23.3333 13.6667 46; 436 25 13.25 46; 437 26.6667 12.8333 46; 224 11.6667 14.9167 20; 225 10 14.5 20; 226 8.33333 14.0633 20; 438 28.3333 12.4167 46; 439 30 12 46; 440 16.6667 15.3333 44; 20; 441 18.3333 14.9167 44; 442 20 14.5 44; 443 21.6667 14.0833 44; 227 6.66667 13.6667 20; 228 5 13.25 20; 229 3.33333 12.8333 SI -E 1 / 15 Si -F. 2 / 15 444 23.3333 1.3.6667 44; 445 25 1"3.25 44; 446 26.6667 12.6333 44; 4 47 28.3333 12.4167 4 4; 448 16.6667 15.3333 42; 449 18.3333 19.916"I 42; 450 20 14.5 42; 451 21.666% 19.0833 42; 952 23.3333 13.6667 42; 453 ^_5 13.25 42; 454 26.6667 12.8333 42; 455 28.3333 12.416'1 42; 456 30 12 42; 457 16.6667 15.3333 40; 456 1.8.3333 14.9167 40; 459 20 14.5 40; 460 21.6667 14.0833 40; 461 23.3333 13.6667 40; 462 25 13.25 40; 463 26.6667 12.8333 40; 464 28.3333 12.4167 40; 465 16.6667 15.3333 38; 466 18.3333 14.9167 38; 467 20 14.5 30; 468 21.6667 14.0833 38; 469 23.3333 13.666"1 38; 470 25 13.25 38; 471 26.6667 12.8333 38; 472 28.3333 12.410 38; 473 30 12 38; 474 16.666'7 15.3333 36; 475 18.3333 14.9167 36; 476 20 14.5 36; 477 21.6667 14.0833 36; 478 23.3333 13.6667 36; 479 25 13.25 36; 480 26.6667 12.8333 36; 481 28.3333 12.4167 36; 482 16.6667 15.3333 34; 483 18.3333 14.9167 34; 404 20 14.5 34; 485 21.6667 14.0833 34; 486 23.3333 13.6667 34; 487 25 13.25 34; 488 26.6667 12.8333 34; 489 28.3333 12.4167 34; 490 30 12 34; 491 16.6667 15.3333 32; 492 18.3333 14.9167 32; 493 20 14.5 32; 494 21.6667 14.0833 32; 495 23.3333 13.6667 32; 496 25 13.25 32; 497 26.6667 12.8333 32; 498 28.3333 12.4167 32; 499 16.6667 15.3333 30; 500 18.3333 14.9167 30; 501 20 14.5 30; 502 21_6667 14.0833 30; 503 23.3333 13.6667 30; 504 25 13.25 30; 505 26.6667 12.8333 30; 506 26.3333 12.4167 30; 507 30 12 30; 508 16.6667 15.3333 28; 509 18.3333 14.9167 28; 510 20 14.5 28; 511 21.6667 14.0833 28; 512 23.3333 13.6667 28; 513 1_5 13.25 28; 514 26.6667 12.8333 28; 515 28.3333 12.4167 28; 516 16.6667 15.3333 26; 517 18.3333 14.9167 26; 518 20 14.5 26; 519 21..6667 14.0833 26; 520 23.3333 13.6667 26; 521 25 13.25 26; 522 26.6667 12.8333 26; 523 28.3333 12.4167 26; 524 30 12 26; 525 16.6667 15.3333 24; 526 18.3333 14.9167 24; 527 20 14.5 24; 528 21.6667 14.0633 24; 529 23.3333 13.6667 24; 530 25 13.25 24; 531 26.6667 12.8333 24; 532 26.3333 12.4167 24; 533 16.6667 15.3333 22; 534 18.3333 14.9167 22; 535 20 14.5 22; 536 21.6667 14.0833 22; 537 23.3333 13.6667 22; 538 25 13.25 22; 539 26.6667 12.8333 22; 540 28.3333 12.4167 22; 541 30 12 22; 542 16.6667 15.3333 20; 543 18.3333 14.9167 20; 544 20 14.5 20; 545 21.6667 14.0833 20; 546 23.3333 13.6667 20; 547 25 13.25 20; 548 26.6667 12.8333 20; "549 28.3333 12.4167 20; 550 16.6667 15.3333 18; 551 18.3333 14.9167 18; 552 20 14.5 16; 553 21.6667 14.0833 18; 554 23.3333 13.6667 18; 555 25 13.25 16; 556 26.6667 12.8333 18; 557 28.3333 12.4167 18; 558 30 12 18; 559 16.6667 15.3333 16; 560 18.3333 14.9167 16; 561 20 14.5 16; 562 21.6667 14.0833 16; 563 23.3333 13.6667 16; 564 25 13.25 16; 565 26.6667 12.8333 16; 566 28.3333 12.4167 16; 567 16.6667 15.3333 14; 568 18.3333 14.9167 14; 569 20 14.5 14; 570 21.6667 14.0833 14; 571 23.3333 13.6667 14; 572 25 13.25 14; 573 26.6667 12.8333 14; 574 28.3333 12.4167 14; 575 30 12 14; 576 16.6667 15.3333 12; 577 16.3333 14.9167 12; 578 20 14.5 12; 579 21.6667 14.0833 12; 580 23.3333 13.6667 12; 581 25 13.25 12; 582 26.6667 12.8333 12; 583 28.3333 12.4167 12; 584 16.6667 15.3333 10; 585 18.3333 14.9167 10; 586 20 14.5 10; 587 21.6667 14.0833 10; 588 23.3333 13.6667 10; 589 25 13.25 10; 590 26.6667 12.8333 10; 591 28.3333 12.4167 10; 592 30 12 10; 593 16.6667 15.3333 8; 594 18.3333 14.9167.8; 595 20 14.5 6; 596 21.6667 14.0833 8; 597 23.3333 13.6667 8; 598 25 13.25 8; 599 26.6667 12.8333 8; 600 28.3333 12.4167 8; 601 16.6667 '15.3333 6.00001; 602 18.3333 14.9167 6.00001; 603 20 14.5 6.00001; 604 21.6667 1.4.0833 6.00001; 605 23.3333 13.6667 6.00001; 606 25 13.25 6.00001; 607 26.6667 12.8333 6.00001; 608 28.3333 12.4167 6.00001; 609 30 12 6.00001; 610 16.6667 15.3333 4; 611 18.3333 14.9167 4; 612 20 14.5 4; 613 21.6667 14.0833 4; 614 23.3333 13.6667 4; 615 25 13.25 4; 616 26.6667 12.8333 4; 617 28.3333 12.4167 4; 618 16.6667 15.3333 2.00001; 619 18.3333 14.9167 2.00001; 620 20 14.5 2.00001; 621 21.6667 14.0833 2.00001; 622 23.3333 13.6667 2.00001; 623 25 13.25 2.00001; 624 26.6667 12.8333 2.00001; 625 28.3333 12.4167 2.00001; 626 30 12 2.00001; 627 16.6667 15.3333 0; 626 18.3333 14.9167 0; 629 21.6667 14.0833 0; 630 23.3333 13.6667 0; 631 26.6667 12.8333 0; 632 28.3333 12.4167 0; 633 0 10 0; 634 0 10 2; 635 0 8 0; 636 0 8 2; 637 0 6 0; 638 0 6 2; 639 0 4 0; 640 0 4 2; 641 0 2 0; 642 0 2 2; 643 0 0 2; 644 0 10 4; 645 0 8 4; 646 0 6 4; 647 0 4 4; 648 0 2 4; 649 0 10 6; 650 0 8 6; 651 0 6 6; 652 0 4 6; 653 0 2 6; 654 0 0 6; 655 0 10 8; 656 0 8 8; 657 0 6 8; 658 0 4 8; 659 0 2 8; 660 0 10 10; 661 0 8 10; 662 0 6 10; 663 0 4 10; 664 0 2 10; 665 0 0 10; 666 0 10 12; 667 0 8 12; 668 0 6 12; 669 0 4 12; 670 0 2 12; 671 0 10 14; 672 0 6 14; 673 0 6 14; 674 0 4 14; 675 0 2 14; 676 0 0 14; 677 U 10 16; 678 0 8 16; 679 0 6 16; 680 0 4 16; 681 0 2 16; 682 0 10 18; 683 0 8 18; 684 0 6 18; 685 0 4 18; 686 0 2 18; 687 U 0 16; 688 0 10 20; 689 0 8 20; 690 0 6 20; 691 0 4 20; SI -E 3 / 15 692 0 2 20; 693 0 10 22; 694 0 8 22; 695 0 6 22; 696 0 4 22; 697 0 2 22; 698 0 0 22; 699 0 IO 24; 700 0 8 24; 701 0 6 24; 702 0 4 24; 703 U 2 24; 704 0 10 26; 705 0 6 26; 706 0 6 26; 707 0 4 26; 706 0 2 26; 709 0 0 26; 71.0 U 10 28; 711 0 6 28; "112 0 6 28; 713 0 4 26; 714 U 2 28; 715 0 10 30; 716 U 8 30; 717 0 6 30; 711, 0 4 30; 719 0 2 30: 720 0 0 30; 721 C, 10 32; 722 0 8 32; 723 0 6 32; 724 U 4 32; 725 0 2 32; '726 0 10 34: 727 0 8 34; 728 0 6 34; 729 0 4 34; 730 0 2 34; 731 0 0 34; 732 0 10 36; 733 0 8 36; 734 0 6 36; 735 0 4 36; 736 0 2 36: 737 0 10 38; 738 U 8 36; 739 0 6 36; 740 0 4 38; 741 0 2 38; 742 0 0 38; 743 0 10 40; 744 0 8 40; 745 U 6 40; 746 U 4 40; 797 U 2 40; 798 0 10 42; 749 0 8 42; 750 0 6 42; 751 U 4 42; 752 0 2 42; 753 U 0 42; 754 0 10 44; 755 0 8 44; 756 0 6 44; 757 U 4 44; 758 0 2 44; 759 0 10 46; 760 0 8 46; 76L 0 6 46; 762 0 4 46; 763 0 2 46; 764 U U 46; 765 0 10 48; 766 0 8 46; "167 0 6 46; 768 0 4 48; 769 0 2 48; 770 U 10 50; 771 0 8 50; 772 0 6 50; 773 0 4 50; 774 0 2 50; 775 0 0 50; 776 0 10 52; 777 0 8 52; 776 0 6 52; 779 U 4 52; 780 0 2 52; 781 U 10 54; 782 0 8 54; 783 0 6 54; 784 0 4 54; 785 U 2 54; 786 0 0 54; 787 0 10 56; 788 0 8 56; 789 0 6 56; 790 0 4 56; 791 0 2 56; 792 30 10 56; 793 30 IO 54; 794 30 8 56; 795 30 8 54; 796 30 6 56; 797 30 6 54; 798 30 4 56; 799 30 4 54; 800 30 2 56; 801 30 2 54; 802 30 0 54; 803 30 10 52; 804 30 8 52; 805 30 6 52; 806 30 4 52; 807 30 2 52; 808 30 10 50; 609 30 6 50; 810 30 6 50; 811 30 4 50; 812 30 2 50; 813 30 0 50; 814 30 10 48; 615 30 8 46; 816 30 6 48; 817 30 4 46; 818 30 2 48; 819 30 10 46; 820 30 8 46; 821 30 6 46; 822 30 4 46; 823 30 2 46; 824 30 0 46; 825 30 10 44; 826 30 8 44; 827 30 6 44; 828 30 4 44; 829 30 2 44; 830 30 10 42; 831 30 8 42; 832 30 6 42; 633 30 4 42; 834 30 2 42; 835 30 0 42; 836 30 30 40; 837 30 8 40; 836 30 6 40; 839 30 4 40; 840 30 2 40; 841 30 10 38; 842 30 6 38; 843 30 6 38; 844 30 4 38; 845 30 2 38; 846 30 0 38; 847 30 10 36; 848 30 8 36; 849 30 6 36; 850 30 4 36; 851 30 2 36; 852 30 10 34; 853 30 8 34; 854 30 6 34; 855 30 4 34; 856 30 2 34; 857 30 0 34; 856 30 10 32; 859 30 8 32; 860 30 6 32; 861 30 4 32; 862 30 2 32; 863 30 10 30; 864 30 8 30; 865 30 6 30; 866 30 4 30; 867 30 2 30; 868 30 0 30; 869 30 10 28; 870 30 8 28; 871 30 6 28; 872 30 4 26; 873 30 2 28; 874 30 10 26; 875 30 8 26; 876 30 6 26; 877 30 4 26; 878 30 2 26; 879 30 0 26; 880 30 10 24; 861 30 8 24; 882 30 6 24; 883 30 4 24; 884 30 2 24; 885 30 10 22; 886 30 6 22; 887 30 6 22; 888 30 4 22; 889 30 2 22; 890 30 0 22; 691 30 10 20; 892 30 6 20; 893 30 6 20; 894 30 4 20; 895 30 2 20; 896 30 10 18; 897 30 8 18; 898 30 6 16; 699 30 4 16; 900 30 2 18: 901 30 0 18; 902 30 10 16; 903 30 8 16; 904 30 6 16; 905 30 4 16; 906 30 2 1.6; 907 30 10 14; 908 30 8 14; 909 30 6 14; 910 30 4 14; 911 30 2 14; 912 30 0 14; 913 30 lO 12; 914 30 8 12; 915 30 6 12; 916 30 4 12; 917 30 2 12; 918 30 10 10; 919 30 8 10; 920 30 6 10; 921 30 4 10; 922 30 2 10; 923 30 0 10; 924 30 LO 8; 925 30 8 8; 926 30 6 8; 927 30 4 8; 928 30 2 8; 929 30 10 6.00001; 930 30 8 6.00001; 931 30 6 6.00001; 932 30 4 6.00001; 933 30 2 6.00001; 934 30 0 6.00001; 935 30 10 4; 936 30 8 4; 937 30 6 4; 936 30 4 4; 939 30 2 4; 940 30 10 2.00001; 941 30 8 2.00001; 942 30 6 2.00001; 943 30 4 2.00001; 944 30 2 2.00001; 945 30 0 2.00001; 946 30 10 0; 947 30 8 0; 948 30 6 0; 949 30 4 0; 950 30 2 0; 951 1.66667 10.3472 56; 952 1.66667 8.27778 56; 953 1.66667 6.20833 56; 954 1.66667 4.13689 56; 955 1.66667 2.06944 56; 956 1.66667 0 56; 957 3.33333 10.6944 56; 958 3.33333 8.55556 56; 959 3.33333 6.41667 56; 960 3.33333 4.27778 56; 961 3.33333 2.13889 56; 962 3.33333 0 56; 963 5 11.0417 56; 964 5 8.83333 56; 965 5 6.625 56; 966 5 4.41667 56; 967 5 2.20833 56; 968 6.66667 11.3889 56; 969 6.66667 9.11111 56; 970 6.66667 6.83333 56; 971 6.66667 4.55556 56; 972 6.66667 2.27778 56; 973 6.66667 0 56; 974 8.33333 11.7361 56; 975 8.33333 9.38889 56; 976 8.33333 7.04167 56; 977 8.33333 4.69444 56; 976 6.33333 2.34722 56; 979 8.33333 0 56; 980 10 12.0833 56; 981 10 7.25 56; 982 30 4.83333 56; 983 10 2.41667 56; 984 20 12.0833 56; 985 21.6667 11.7361 56; 986 21.6667 9.38889 56; 967 20 7.25 56; 988 21.6667 7.04167 56; 989 20 4.83333 56; 990 21.6667 4.69444 56; 991 20 2.41667 56; 992 21.6667 2.34722 56; 993 21.6667 0 56; 994 23.3333 11.3889 56; 995 23.3333 9.11111 56; 996 23.3333 6.83333 56; 997 23.3333 4.55556 56; 998 23.3333 2.27778 56; 999 23.3333 0 56; 1000 25 11.0417 56; 1001. 25 8.83333 56; 1002 25 6.625 56; 1003 25 4.41667 56; 1004 25 2.20833 56; 1005 26.6667 10.6944 56; 1006 26.6667 8.55555 56; 1007 26.6667 6.41667 56; 1008 26.6667 4.27778 56; 1009 26.6667 2.13889 56; 1010 26.6667 0 56; 1011 28.3333 10.3472 56; 1012 28.3333 8.27778 56; 1013 28.3333 6.20833 56; 1014 28.3333 4.13889 56; 1015 28.3333 2.06944 56; 1016 28.3333 0 56; 1017 11.6667 12.4583 56; 1018 11.6667 10 56; 1019 13.3333 12.6667 56; 1020 13.3333 10 56; 1021 15 12.875 56; 1022 16.6667 12.6667 56; 1023 16.6667 10 56; 1024 18.3333 12.4583 56; 1025 18.3333 30 56; 1026 28.3333 10.3472 0; 1027 28.3333 8.27778 0; 1028 28.3333 6.20833 0; 1029 28.3333 4.13889 0; 1030 28.3333 2.06944 0; 1031 28.3333 0 0; 1032 26.6667 10.6944 0; 1033 26.6667 8.55556 0; 1034 26.6667 6.41667 0; SI -E 4 / 15 1035 26.6667 4.2"1778 U; 103626.6667 2.13889 0; 1037 26.6667 0 0; 1038 25 11.0417 0; 1039 25 8.83333 0; 1040 25 6.625 0; 1041 25 4.41667 0; 1042 25 2.20833 0; 1043 23.3333 11_3869 0; 1044 23.3333 9.11111 0; 1045 23.3333 6.83333 0; 1046 23.3333 4.55556 0; 1.047 23.3333 2.27'178 0; 1046 23.3333 0 0; 1049 21.6667 11.7361 0; 1050 21.6667 9.38689 0; 1051 21.6667 7.04167 0; 1052 21.6667 4.69444 0; 1053 21.6667 2.34722 0; 1054 21.6667 0 0; 1055 20 12.0833 0; 1056 20 9.66667 0; 1057 20 7.25 0; 1058 20 4.83333 0; 1059 20 2.41667 0; 1.060 18.3333 12.4306 0; 1061 18.3333 9.94444 0; 1062 18.3333 7.45833 0; 1063 18.3333 4.97222 0; 1064 18.3333 2.48611 0; 1065 18.3333 0 0; 1066 16.6667 12.7776 0; 1067 16.6667 1U.2222 0; 1068 16.6667 7.66667 0; 1069 16.6667 5.11111 0; 1070 16.6667 2.55555 0; 1071 16.6667 0 0; 1072 15 13.125 0; 1073 15 10.5 0; 1.074 15 7.875 0; 1075 15 5.25 0; 1076 15 2.625 0; 1077 13.3333 12.7778 0; 1078 13.3333 10.2222 0; 1079 13.3333 7.66667 0; 1080 13.3333 5.11111 0; 1081 13.3333 2.55555 0: 1082 13.3333 0 0; 1083 11.6667 12.4306 0; 1084 11.6667 9.94444 0; 1085 11.6667 7.45833 0; 1066 11.6667 4.97222 0; 1087 11.6667 2.48611 0; 1088 11.6667 0 0; 1089 10 12.0833 0; 1090 10 9.66667 0; 1091 10 7.25 0; 1092 10 4.83333 0; 1093 10 2.41667 0; 1094 8.33333 11.7361 0; 1095 8.33333 9.36889 0; 1096 8.33333 7.04167 0; 1097 8.33333 4.69444 0; 1098 8.33333 2.34722 0; 1099 8.33333 0 0; 1100 6.66667 11.3889 0; 1101 6.66667 9.11111 0; 1102 6.66667 6.83333 0; 1103 6.66667 4.55556 0; 1104 6.66667 2.27778 0; 1105 6.66667 0 0; 1106 5 11.0417 0; 1107 5 6.63333 0; 1108 5 6.625 0; 1109 5 4.41667 0; 1110 5 2.20833 0; 1111 3.33333 10.6944 0; 1112 3.33333 8.55555 0; 1113 3.33333 6.41667 0; 1114 3.33333 4.27778 0; 1115 3.33333 2.13689 0; 1116 3.33333 0 0; 1117 1.66667 10.3472 0; 1118 1.66667 8.27778 0; 1119 1.66667 6.20833 0; 1120 1.66667 4.13889 0; 1121 1.66667 2.06944 0; 1122 1.66667 0 0; 1123 7.5 13.875 0; 1124 7.5 13.875 2; 1125 7.5 13.875 6; 1126 7.5 13.875 10; 1127 7.5 13.875 1.4; 1128 7.5 13.875 18; 1.129 7.5 13.675 22; 1130 7.5 13.875 26; 1131 7.5 13.875 30; 1132 7.5 13.875 34; 1133 7.5 13.875 38; 1134 7.5 13.875 42; 1135 7.5 13.875 46; 1136 7.5 13.875 50; 1137 7.5 13.875 54; 1138 7.5 13.875 56; 1139 22.5 13.875 56; 1140 22.5 13.875 54: 1141 22.5 13.875 50; 1142 22.5 13.875 46; 1143 22.5 13.675 42; 1144 22.5 13.875 38; 1145 22.5 13.675 34; 1146 22.5 13.875 30; 1147 22.5 13.875 26; 1148 22.5 13.875 22; 1149 22.5 13.675 18; 1150 22.5 13.875 14; 1151 22.5 13.875 10; 1152 22.5 13.875 6.00001; 1153 22.5 13.875 2.00001; 1154 22.5 13.875 0; MEMBER 111C1DEIICES 1. 40 150; 2 41 137; 3 42 626; 4 116 376; 5 110 358; 6 104 340; 7 98 322; 8 92 304; 9 86 286; 10 80 266; it 74 250; 12 66 232; 13 62 214; 14 56 196; 15 50 176; 16 44 160; 17 115 384; 18 109 366; 19 103 348; 20 97 330; 21 91 312; 22 85 294; 23 79 276; 24 73 258; 25 67 240; 26 61 222; 27 55 204; 28 49 186; 29 43 168; 30 117 405; 31 111 422; 32 105 439; 33 99 456; 34 93 473; 35 87 490; 36 81 507; 37 75 524; 38 69 541; 39 63 558; 0 57 575; 41 51 592; 42 45 609; 43 137 44; 44 150 43; 45 160 50; 46 168 49; 47 178 56; 48 186 55; 49 196 62; 50 204 61; 51 214 68; 52 222 67; 53 232 74; 54 240 73; 55 250 80; 56 258 79; 57 266 86; 58 276 85; 59 286 92; 60 294 91; 61 304 98; 62 312 97; 63 322 104; 64 330 103; 65 340 110; 66 348 109; 67 358 116; 68 366 115; 69 376 122; '10 364 121; 71 405 123; 72 422 117; 73 439 111; 74 456 105; 75 473 99; 76 490 93; 77 507 87; 78 524 81; 79 541 75; 80 558 69; 81 575 63; 82 592 57; 83 609 51; 84 626 45; 65 1 641; 86 40 148; 87 2 950; 88 42 632; 89 29 791; 90 121 390; 91 30 800; 92 123 403; 93 1643; 94 29 956; 95 30 802; 96 2 1031; 97 31 973; 98 32 33; 99 33 993; 100 34 1010; 101 35 1048; 102 36 1065; 103 37 1082; 104 38 1099; 105 39 1116; 106 124 138; 107 125 143; 108 126 628; 109 127 630; 110 128 386; 111 129 388; 112 130 393; 113 131 398; 114 27 786; 115 25 775; 116 23 764; 117 21 753; 118 19 742; 119 17 731; 120 15 720; 121 1.3 709; 122 11 698; 123 9 687; 124 7 676; 125 5 665; 126 3 654; 127 4 945; 128 6 934; 129 8 923; 130 10 912; 131 12 901; 132 14 890; 133 16 879; 134 18 868; 135 20 857; 136 22 646; 137 24 835; 138 26 824; 139 28 813; 140 135 41; 141 138 135; 142 141 124; 143 143 1123; 144 146 125; 145 148 146; 146 385 122; 147 386 385; 148 387 128; 149 388 1138; 150 389 129; 151 390 389; 152 391 122; 153 393 391; 154 396 130; 155 398 1139; 156 401 131; 157 403 401; 158 627 41; 159 628 627; 160 629 126; 161 630 1154; 162 631 127; 163 632 631; 164 633 40; 165 635 633; 166 637 635; 167 639 637; 168 641 639; 169 643 3; 170 654 5; 171 665 7; 172 676 9; 173 687 11; 174 698 13; 175 709 15; 176 720 17; 177 731 19; 178 742 21; 179 753 23; 180 764 25; 181 775 27; 182 786 29; 183 787 121; 164 788 787; 185 789 788; 186 790 789; 187 791 790; 188 792 123; 189 794 792; 190 796 794; 191 798 796; 192 800 798; 193 802 28; 194 813 26; 195 824 24; 196 835 22; 197 846 20; 196 857 16; 199 868 16; 200 879 14; 201 890 12; 202 901 10; 203 912 8; 204 923 6; 205 934 4; 206 945 2; 207 946 42; 208 947 946; 209 948 947; 210 949 946; 211 950 949; 212 956 962; 213 962 31; 214 973 979; 215 979 32; 216 993 999; 217 999 34; 218 1010 1016; SI -E 5 / 15 219 1016 30; 220 1031 1037; 221 1037 35; 222 1048 1054; 223 1054 36; 224 1065 1071; 225 1071 37; 226 1082 1086; 227 1088 38; 228 1099 1105; 229 1105 39; 230 1116 1122; 231 1122 1; 232 1123 141; 233 1138 387; 234 1139 396; 235 1154 629; 236 46 154; 237 47 613; 236 46 48; 239 46 47; 240 48 44; 241 52 172; 242 53 596; 243 52 54; 244 54 53; 245 54 50; 246 58 190; 247 59 579; 248 58 60; 249 60 59; 250 60 56; 251 64 208; 252 65 562; 253 64 66; 254 66 65; 255 66 62; 256 70 226; 257 71 545; 258 70 72; 259 72 71; 260 72 68; 261 76 244; 262 77 528; 263 76 78; 264 78 77; 265 78 74; 266 62 262; 267 83 511; 268 82 64; 269 84 83; 270 84 80; 271. 88 280; 272 89 494; 273 88 90; 274 90 89; 275 90 86; 276 94 298; 277 95 477; 276 94 96; 279 96 95; 280 96 92; 281 100 316; 282 101 460; 283 100 102; 284 102 101; 285 102 98; 286 106 334; 287 107 443; 286 106 108; 289 108 107; 290 108 104; 291 112 352; 292 113 426; 293 112 114; 294 114 113; 295 114 110; 296 118 370; 297 119 409; 298 118 120; 299 120 119; 300 120 116; 301 151 44; 302 152 151; 303 153 152; 304 154 153; 305 169 50; 306 170 169; 307 171 170; 308 172 171; 309 187 56; 310 188 187; 311 189 188; 312 190 189; 313 205 62; 314 206 205; 315 207 206; 316 206 207; 317 223 68; 318 224 223; 319 225 224; 320 226 225; 321 241 74; 322 242 241; 323 243 242; 324 244 243; 325 259 80; 326 260 259; 327 261 260; 328 262 261; 329 277 86; 330 278 277; 331 279 278; 332 280 279; 333 295 92; 334 296 295; 335 297 296; 336 298 297; 337 313 98; 338 314 313; 339 315 314; 340 316 315; 341 331 104; 342 332 331; 343 333 332; 344 334 333; 345 349 110; 346 350 349; 347 351 350; 348 352 351; 349 367 116; 350 368 367; 351 369 368; 352 370 369; 353 406 116; 354 407 406; 355 406 407; 356 409 408; 357 423 110; 358 424 423; 359 425 424; 360 426 425; 361 440 104; 362 441 440; 363 442 441; 364 443 442; 365 457 98; 366 458 457; 367 459 458; 368 460 459; 369 474 92; 370 475 474; 371 476 475; 372 477 476; 373 491 86; 374 492 491; 375 493 492; 376 494 493; 377 508 80; 378 509 508; 379 510 509; 380 511 510; 381 525 74; 382 526 525; 383 527 526; 384 528 527; 385 542 68; 386 543 542; 387 544 543; 388 545 544; 389 559 62; 390 560 559; 391 561 560; 392 562 561; 393 576 56: 394 577 576; 395 578 577; 396 579 578; 397 593 50; 398 594 593; 399 595 594; 400 596 595; 401 610 44; 402 611 610; 403 612 611; 404 613 612; 405 31 967; 406 32 983; 407 33 991; 408 34 1004; 409 35 1042; 410 36 1059; 411 37 1076; 412 38 1093; 413 39 1110; 414 132 980; 415 133 984; 416 132 1018; 417 134 1023; 418 134 1021; 419 963 129; 420 964 963; 421 965 964; 422 966 965; 423 967 966; 424 961 132; 425 982 981; 426 983 982; 427 987 133; 428 989 987; 429 991 969; 430 1000 131; 431 1001 1000; 432 1002 1001; 433 1003 1002; 434 1004 1003; 435 960 128; 436 1018 1020; 437 1020 134; 436 1021 122; 439 1023 1025; 440 1025 133; 441 984 130; 442 1038 127; 443 1039 1038; 444 1040 1039; 445 1041 1040; 446 1042 1041; 447 1055 126; 448 1056 1055; 449 1057 1056; 450 1056 1057; 451 1059 1056; 452 1072 41; 453 1073 1072; 454 1074 1073; 455 1075 1074; 456 1076 1075; 457 1089 124; 458 1090 1089; 459 1091 1090; 460 1092 1091; 461 1093 1092; 462 1106 125; 463 1107 1106; 464 1108 1107; 465 1109 1108; 466 1110 1109; 467 43 158; 468 45 617; 469 49 176; 470 51 600; 471 55 194; 472 57 583; 473 61 212; 474 63 566; 475 67 230; 476 69 549; 477 73 248; 478 75 532; 479 79 266; 480 81 515; 481 85 284; 482 87 498; 483 91 302; 484 93 481; 485 97 320; 486 99 464; 487 103 338; 488 105 447; 489 109 356; 490 111 430; 491 115 374; 492 117 413; 493 155 46; 494 156 155; 495 157 156; 496 158 157; 497 173 52; 496 174 173; 499 175 174; 500 176 175; 501 191 58; 502 192 191; 503 193 192; 504 194 193; 505 209 64; 506 210 209; 507 211 210; 508 212 211; 509 227 70; 510 228 227; 511 229 228; 512 230 229; $13 245 76; 514 246 245; 515 247 246; 516 248 247; 517 263 82; 518 264 263; 519 265 264; 520 266 265; 521 281 88; 522 282 281; 523 283 282; 524 284 283; 525 299 94; 526 300 299; $27 301 300; 528 302 301; 529 317 100; 530 318 317; 531 319 318; 532 320 319; 533 335 106; 534 336 335; 535 337 336; 536 338 337; 537 353 112; 538 354 353; 539 355 354; 540 356 355; 541 371 118; 542 372 371; 543 373 372; 544 374 373; 545 410 119; 546 411 410; 547 412 411; 548 413 412; $49 427 113; 550 428 427; 551 429 428; 552 430 429; 553 444 107; 554 445 444; 555 446 445; 556 447 446; 557 461 101; 558 462 461; 559 463 462; 560 464 463; 561 478 95; 562 479 478; 563 480 479; 564 481 480; 565 495 89; 566 496 495; 567 497 496; 568 498 497; 569 512 83; 570 513 512; 571 514 513; 572 515 514; 573 529 77; 574 530 529; 575 531 530; 576 532 531; 577 546 71; 578 547 546; 579 548 547; 580 549 548; 581 563 65; 582 564 563; 583 565 564; 584 566 565; 585 580 59; 586 581 580; 587 582 581; 588 583 582; 589 597 53; 590 598 597; 591 599 598; 592 600 599; 593 614 47; 594 615 614; 595 616 615; 596 617 616; 597 3 648; 598 4 939; 599 5 659; 600 6 928; 601 7 670; 602 8 917; 603 9 681; 604 10 906; 605 11 692; 606 12 895; 607 13 703; 608 14 884; 609 15 714; 610 16 873; 611 17 725; 612 18 862; 613 19 736; 614 20 851; 615 21 747; 616 22 840; 617 23 758; 618 24 829; 619 25 769; 620 26 818; 621 27 780; 622 28 807; 623 644 43; 624 645 644; 625 646 645; 626 647 646; 627 648 647; 628 655 49; 629 656 655; 630 657 656; 631 658 657; 632 659 658; 633 666 55; 634 667 666; 635 668 667; 636 669 666; 637 670 669; 638 677 61; 639 678 677; SI -E 6 / 15 640 679 670; 641 680 679; 642 681 680; 643 668 67; 644 689 688; 645 646 691 690; 647 692 691; 648 699 73; 649 7U0 699; 650 701 700; 651 652 703 102; 653 710 79; 654 711 710; 655 712 711; 656 713 712; 657 658 721 85; 659 722 721; 660 723 722; 661 724 723; 662 725 724; 663 664 733 732; 665 '134 733; 666 735 734; 667 736 735; 668 743 97; 669 670 745 144; 671 746 745; 672 747 746; 673 754 103; 674 755 754; 675 676 757 756; 677 758 757; 678 765 109; 679 766 765; 680 767 766: 681 682 769 766; 663 776 115; 664 777 776; 685 778 777; 686 779 778; 687 688 803 117; 669 804 803; 690 805 804; 691 806 005; 692 607 806; 693 694 615 814; 695 816 815; 696 817 816; 697 818 817; 698 825 105; 699 700 827 626; '101 828 827; 702 829 828; 703 836 99; 704 837 836; 705 706 839 836; 707 840 639; 708 847 93; 709 848 847; 710 849 898; 711 712 651 850; 113 858 67; 714 859 058; 715 660 859; 716 861 860; 717 718 869 81; 719 870 869; 720 871 870; 721 872 871; 722 873 872; 723 724 881 860; 725 882 861; 726 883 882; 727 884 883; 728 891 69; 729 730 893 892; 731 894 893; 732 895 894; 733 902 63; 734 903 902; 735 736 905 904; 737 906 905; 738 913 57; 739 914 913; 740 915 914; 741 742 917 916; 743 924 51; 744 925 924; 745 926 925; 746 927 926; 747 748 935 45; 749 936 935; 750 937 936; 751 938 937; 752 939 938; ELEMENT INCIDENCES SHELL 5000 41 135 136 137; 5001 135 138 139 136; 5002 138 124 140 139; 5003 1.24 141 142 140; 5004 143 125 145 144; 5005 125 146 147 -145; 5006 146 148 149 147; 5007 146 40 150 149; 5008 137 136 151 44; 5009 136 139 152 151; 5010 139 140 153 152; 5011 140 142 154 153; 5012 144 145 156 155; 5013 145 147 157 156; 5014 147 149 158 157; 5015 149 150 43 158; 5016 44 151 159 160; 5017 151 152 161 159; 5018 152 153 162 161; 5019 153 154 163 1.62; 5020 155 156 165 164; 5021 156 157 166 165; 5022 157 158 167 166; 5023 158 43 168 167; 5024 160 159 169 50; 5025 159 161 170 169; 5026 161 162 171 170; 5027 162 163 172 171; 5028 164 165 174 173; 5029 165 166 175 174; 5030 166 167 176 175; 5031 167 168 49 176; 5032 50 169 177 178; 5033 169 170 179 177; 5034 170 171 180 179; 5035 171 172 181 180; 5036 173 174 183 182; 5037 174 175 184 183; 5038 175 176 1.85 184; 5039 176 49 186 185; 5040 178 177 187 56; 5041 177 119 188 187; 5042 179 180 189 168; 5043 180 181 190 189; 5044 182 163 192 191; 5045 183 184 193 192; 5046 184 185 194 193; 5047 185 186 55 194; 5048 56 187 195 196; 5049.187 186 197 195; 5050 188 169 198 197; 5051 189 190 199 198; 5052 191 192 201 200; 5053 192 193 202 201; 5054 193 194 203 202; 5055 194 55 204 203; 5056.196 195 205 62; 5057 195 197 206 205; 5058 197 198 207 206; 5059 198 199 208 207; 5060 200 201 210 209; 5061 201 202 211 210; 5062 202 203 212 211; 5063 203 204 61 212; 5064 62 205 213 214; 5065 205 206 215 213; 5066 206 207 216 215; 5067 207 208 217 216; 5068 209 210 219 218; 5069 210 211 220 219; 5070 211 212 221 220; 5071 212 61 222 221; 5072 214 213 223 68; 5013 213 215 224 223: 5074 215 216 225 224; 5075 216 217 226 225; 5076 218 219 228 227; 5077 219 220 229 228; 5078 220 221 230 229: 5079 22.1 222 67 230; 5000 68 223 231 232; 5081 223 224 233 231; 5082 224 225 234 233; 5063 225 226 235 234; 5084 227 220 237 236; 5005 226 229 238 237; 5086 229 230 239 238; 5087 230 67 240 239; 5088 232 231 241 74; 5089 231 233 242 241; 5090 233 234 243 292; 5091 234 235 294 243; 5092 236 237 296 295; 5093 237 238 247 246; 5094 238 239 248 247; 5095 239 240 73 248; 5096 74 241 249 250; 5097 241 242 251 249; 5098 242 243 252 251; 5099 243 244 253 252; 5100 245 246 255 254; 5101 246 247 256 255; 5102 247 248 257 256; 5103 248 73 258 257; 5104 250 249 259 80; 5105 249 251 260 259; 51.06 251 252 261 260; 5107 252 253 262 261; 5108 254 255 264 263: 5109 255 256 265 264; 5110 256 257 266 265; 5111 257 258 79 266; 5112 80 259 267 268; 5113 259 260 269 267; 5114 260 261 270 269; 5115 261 262 271 270; 5116 263 264 273 272; 5117 264 265 274 273; 5118 265 266 275 274; 5119 266 79 276 275; 5120 268 267 277 86; 5121 267 269 278 277; 5122 269 270 279 278; 5123 270 271 280 279; 5124 272 273 282 281; 5125 273 274 283 282; 5126 274 275 289 283; 5127 275 276 85 284; 5128 86 277 205 286; 5129 277 278 287 285; 5130 278 279 288 287; 5131 279 280 289 288; 5132 281 282 291 290; 5133 282 283 292 291; 5134 283 284 293 292; 5135 264 85 294 293; 5136 286 285 295 92; 5137 285 267 296 295; 5138 287 288 297 296; 5139 288 289 298 297; 5140 290 291 300 299; 5141 291 292 301 300; 5142 292 293 302 301; 5143 293 294 91 302; 5144 92 295 303 304; 5145 295 296 305 303; 5146 296 297 306 305; 5147 297 298 307 306; 5148 299 300 309 308; 5149 300 301 310 309; 5150 301 302 311 310; 5151 302 91 312 311; 5152 304 303 313 98; 690 689; 7022 701; 714 713; 732 91; 744 743; 756 755; 768 767; 780 779; 814 111; 826 825; 838 837; 850 849; 862 861; 880 75; 892 891; 904 903; 916 915; 928 927; 5153 5156 5159 5162 5165 5168 5171 5174 5177 5160 5183 5186 5189 5192 5195 5198 5201 5204 5207 5210 5213 5216 5219 5222 5225 5228 5231 5234 5237 5240 5243 5246 5249 5252 5255 5258 5261 5264 5267 5270 5273 5276 $279 5282 5265 5288 5291 5294 5297 5300 5303 5306 5309 5312 5315 5318 5321 5324 5327 5330 5333 5336 5339 5342 5345 5348 5351 5354 5357 5360 5363 303 305 308 309 311 312 314 315 318 319 322 321 324 325 328 329 331 332 335 336 338 103 341 342 345 346 110 349 351 352 355 356 357 359 362 363 365 366 368 369 372 373 376 375 378 379 382 383 391 393 398 131 403 123 394 395 400 402 116 406 408 409 412 413 414 415 418 419 421 422 424 425 428 429 340 431 433 434 437 438 440 441 444 445 447 105 449 450 453 454 98 457 459 460 463 464 465 466 469 470 472 473 475 476 479 480 286 482 484 485 488 489 491 492 495 496 498 87 500 501 504 505 80 508 510 511 514 515 516 517 520 521 523 524 526 527 530 531 232 533 535 536 31.4 31.3; 5154 305 306 315 314; 5155 306 307 316.315; 318 317; 5157 309 310 319 318; 5158 310 311 320 319; 97 320; 5160 98 313 321 322; 5161 313 314 323 321; 324 323; 5163 315 316 325 324; 5164 317 318 327 326; 328 327: 5166 319 320 329 328; 5167 320 97 330 329; 331 104; 5169 321 323 332 331; 5170 323 324 333 332; 334 333; 5172 326 327 336 335; 5173 327 328 337 336; 338 337; 5175 329 330 103 338; 51.76 104 331 339 340; 341 339; 5178 332 333 342 341; 5179 333 334 343 342; 345 344; 5181 336 337 346 345; 5182 337 338 347 346; 348 347; 5184 340 339 349 110; 5185 339 341 350 349; 351 350; 5167 342 343 352 351; 5188 344 345 354 353; 355 354; 5190 346 347 356 355; 5191 347 348 109 356; 357 358; 5193 349 350 359 357; 5194 350 351 360 359; 361 360; 5196 353 354 363 362; 5197 354 355 364 363; 365 364; 5199 356 109 366 365; 5200 358 357 367 116; 368 367; 5202 359 360 369 366; 5203 360 361 370 369; 372 371; 5205 363 364 373 372; 5206 364 365 374 373; 115 374; 5208 116 367 375 376; 5209 367 368 377 375; 378 377; 5211 369 370 379 378; 5212 371 372 381 380; 382 381; 5214 373 374 383 382; 5215 374 115 384 383; 385 122; 5217 375 377 386 385; 5218 377 378 128 366; 387 128; 5220 380 361 129 388; $221 381 382 389 129; 390 389; 5223 383 384 121 390; 5224 122 391 392 376; 394 392; 5226 393 130 395 394; 5227 130 396 397 395; 400 399; 5229 131 401 402 400; 5230 401 403 404 402; 405 404; 5232 376 392 406 116; 5233 392 394 407 406; 408 407; 5235 395 397 409 408; 5236 399 400 411 410; 412 411; 5238 402 404 413 412; 5239 404 405 117 413; 414 358; 5241 406 407 415 414; 5242 407 408 416 415; 417 416; 5299 410 411 419 418; 5245 411 412 420 419; 421 420; 5247 413 117 422 421; 5248 358 414 423 110; 424 423; 5250 415 416 425 424; 5251 416 417 426 4_^5; 428 427; 5253 419 420 429 428; 5254 420 421 430 429; Ill 430; 5256 110 423 431 340; 5257 423 424 432 431; 433 432; 5259 425 426 434 433; 5260 427.428 436 435; 4�7 436; 5262 429 430 438 437; 5263 430 Ill 439 438; 440 104; 5265 431 432 441. 440; 5266 432 433 442 441; 443 442; 5268 435 436 445 444; 5269 436 437 446 445; 447 446; 5271 438 439 105 447; 5272 104 440 448 322; 449 448; 5274 441 442 450 449; 5275 442 443 451 450; 453 452; 5277 445 446 454 453; 5278 446 447 455 454; 456 455; 5280 322 448 457 98; 5281 448 449 458 457; 459 458; 5283 450 451 460 459; 5284 452 453 462 461.; 463 462; 5286 454 455 464 463; 5287 455 456 99 464; 465 304; 5289 457 458 466 465; 5290 458 459 467 466; 468 467; 5292 461 462 470 469; 5293 462 463 471 470; 472 471; 5295 969 99 973 972; 5296 304 965 479 92; 475 474; 5298 466 467 476 475; 5299 467 468 477 476; 479 478; 5301 470 971 980 979; 5302 471 472 481 980; 93 481; 5304 92 474 482 286; 5305 474 475 483 482; 484 483; 5307 976 977 485 489; 5308 470 479 487 486; 488 487; 5310 480 481 489 486; $311 481 93 490 489; 491 86; 5313 482 483 492 491; 5314 483 484 493 492; 494 493; 5316 486 487 496 495; 5317 487 488 497 496; 498 497; 5319 489 490 87 498; 5320 86 491 499 268; 500 499; 5322 492 493 501 500; 5323 493 494 502 501; 504 503; 5325 496 497 505 504; 5326 497 498 506 5U5; 507 506; 5326 268 499 508 80; 5329 499 500 509 508; 510 509; 5331 501 502 511 510; 5332 503 504 513 512; 514 513; 5334 505 506 515 514; 5335 506 507 81 515; 516 250; 5337 508 509 517 516; 5338 509 510 518 517; 519 $18; 5340 512 513 521 520; 5341 513 514 522 521; 523 522; 5343 515 81 524 523; 5394 250 516 525 74; 526 525; 5346 517 518 527 526: 5347 518 519 528 527; 530 529; 5349 521 522 531 530; 5350 522 523 532 531; 75 532; 5352 74 525 533 232; 5353 525 526 534 533; 535 534; 5355 527 528 536 535; 5356 529 530 538 537; 539 538; 5358 531 532 540 539; 5359 532 75 541 540; 542 68; 5361 533 534 543 542; 5362 534 535 544 543; 545 544; 5364 537 538 547 546; 5365 538 539 548 547; SI -E 7 / 15 SI -E 8 / 15 5366 5369 5372 5375 5378 5361 5384 5387 5390 5393 5396 5399 5402 5405 5408 5411 5414 5417 5420 5423 5426 5429 5432 5435 5438 5441 5444 5447 5450 5453 5456 5459 5462 5465 5468 5471 5474 5477 5480 5463 5966 5489 5492 5495 5498 5501 5504 5507 5510 5513 5516 5519 5522 5525 5526 5531 5534 5537 5540 5543 5546 5549 5552 5555 5558 5561 5564 5567 5570 5573 5576 539 $90 549 548; 5367 540 541 69 549; 5368 66 542 550 214; 542 543 551 550; 5370 543 544 552 551; 5371 544 S45 553 552; 546 547 555 554; 5373 547 548 556 555; 5374 548 549 557 556; 549 69 556 557; 5376 214 550 559 62; 5377 550 551 560 559; 551 552 561 560; 5379 552 553 562 561; 5380 554 555 564 563; 555 556 565 564; 5382 556 557 566 565; 5383 557 558 63 566; 62 559 567 196; 5385 559 560 568 567; 5386 560 561 569 568; 561 $62 570 569; 5388 563 564 572 571; 5369 564 565 573 572; 565 566 574 5'13; 5391 566 63 575 574; 5392 196 567 576 56; 567 566 577 576; 5394 568 569 578 577; 5395 569 570 579 578; 571 572 581 560; 5397 572 573 582 581; 5398 573 574 583 562; 574 575 57 583; 5400 56 576 584 178; 5401 576 577 585 584; 577 578 586 585; 5403 576 579 507 586; 5404 560 581 589 588; 581 562 590 589; 5406 582 583 591 590; 540'1 583 57 592 591; 176 584 593 50; 5409 584 585 594 593: 5410 585 586 595 594; 586 587 596 595; 5412 588 589 598 597; 5413 589 590 599 598; 590 591 600 599; 5415 591 592 51 600; 5416 50 593 601 160; 593 594 602 601; 5418 594 595 603 602; 5419 595 596 604 603; 597 598 606 605; 5421 598 599 607 606; 5422 599 600 608 607; 600 51. 609 608; 5424 160 601 610 44; 5425 601 602 611 610; 602 603 612 611; 5427 603 604 61.3 612; 5428 605 606 615 614; 606 607 616 615; 5430 607 606 617 616; 5431 608 609 45 617; 44 610 618 137; 5433 610 611 619 618; 5434 611 612 620 619; 612 613 621 620; 5436 614 615 623 622; 5437 615 616 624 623; 616 617 625 624; 5439 617 45 626 625; 5440 137 618 627 41.; 618 619 628 627; 5442 619 620 126 628; 5443 620 621 629 126; 622 623 127 630; 5445 623 624 631 127; 5446 624 625 632 631; 625 626 42 632; 5446 40 633 634 150; 5449 633 635 636 634; 635 637 638 636; 5451 637 639 640 638; 5452 639 641 642 640; 641 1 643 642; 5454 150 634 644 43; 5455 634 636 645 644; 636 638 646 645; 5457 638 640 647 646; 5458 640 642 648 647; 642 643 3 648; 5460 43 644 649 168; 5461 644 645 650 649; 645 646 651 650; 5463 646 647 652 651; 5464 647 646 653 652; 648 3 654 653; 5466 168 649 655 49; 5467 649 650 656 655; 650 651 657 656; 5469 651 652 656 657; 5470 652 653 659 658; 653 654 5 659; 5472 49 655 660 186; 5473 655 656 661 660; 656 657 662 661; 5475 657 658 663 662; 5476 658 659 664 663; 659 5 665 664; 5478 166 660 666 55; 5479 660 661 667 666; 661 662 668 667; 5481 662 663 669 668; 5482 663 664 670 669; 664 665 7 670; 5484 55 666 671 204; 5485 666 667 672 671; 667 668 673 672; 5487 668 669 674 673; 5488 669 670 675 674; 670 7 676 675; 5490 204 671 677 61; 5491 671 672 678 677; 672 673 679 678; 5493 673 679 680 679; 5994 674 675 681 680; 675 676 9 661; 5496 61 677 682 222; 5497 677 678 683 682; 678 679 684 683; 5499 679 680 685 684; 5500 660 681 686 685; 681 9 687 686; 5502 222 682 688 67; 5503 682 683 689 688; 683 684 690 689; 5505 684 685 691 690; 5506 685 686 692 691; 686 687 11 692; 5508 67 688 693 240; $509 688 689 694 693; 689 690 695 694; 5511 690 691 696 695; 5512 691 692 697 696; 692 11 698 697; 5514 240 693 699 73; 5515 693 694 700 699; 694 695 701 700; 5517 695 696 702 701; 5518 696 697 703 702; 697 696 13 703; 5520 73 699 704 258; 5521 699 700 705 704; 700 701 706 705; 5523 701 702 707 706; 5524 702 703 708 707; 703 13 709 708; 5526 258 704 710 79; 5527 704 705 711 710; 705 706 712 711; 5529 706 707 713 712; 5530 707 708 714 713; 706 709 15 714; 5532 79 710 715 276; 5533 710 711 716 715; 711 71.2 717 716; 5535 712 713 718 717; 5536 713 714 719 718; 714 15 720 719; 5538 276 71.5 721 05; 5539 715 716 722 721; 716 717 723 722; 5541 717 718 724 723; 5542 718 719 725 724; 719 720 17 725; 5544 85 721 726 294; 5545 721 722 727 726; 722 723 728 727; 5547 723 724 729 728; 5548 724 725 730 729; 725 17 731 730; 5550 294 726 732 91; 5551 726 727 733 732; 727 728 734 733; 5553 728 729 735 734; 5554 729 730 736 735; 730 731 19 736; 5556 91 732 737 312; 5557 732 733 738 737; 733 734 739 738; 5559 734 735 740 739; 5560 735 736 741 740; 736 19 742 741; 5562 312 737 743 97; 5563 737 738 744 743; 738 739 745 744; 5565 739 740 746 745; 5566 740 741 747 746; 741 742 21 747; 5568 97 743 748 330; 5569 743 744 749 748; 744 745 750 749; 5571 745 746 751 750; 5572 746 747 752 751; 747 21 753 752; 5579 330 748 754 103; 5575 748 749 755 754; 749 750 756 755; 5577 750 751 757 756; 5578 751 752 758 757; 5579 5582 5585 5588 5591 5594 5597 56UO 5603 5606 5609 5612 5615 5616 5621 5624 5627 5630 5633 5636 5639 5642 5645 5648 5651 5654 5657 5660 5663 5666 5669 5672 5675 5676 5681 5684 5687 5690 5693 5696 5699 5702 5705 5708 5711 5714 5717 5720 5723 5726 5729 5732 5735 5738 5741 5744 5747 5750 5753 5756 5759 5762 5765 5768 5771 5774 5777 5780 5783 5786 5789 752 755 758 76U 763 766 769 771 774 777 780 782 765 794 800 795 801 604 807 609 812 815 818 820 823 826 629 831 634 837 840 842 845 848 651 853 856 859 662 864 867 870 873 875 878 881 884 886 889 892 895 897 900 903 906 908 911 914 917 919 922 925 928 930 933 936 939 941 944 788 791 753 23 758; 5580 103 754 759 348; 5581 754 755 760 759; 756 761 760; 5583 756 757 762 761; 5584 757 758 763 762; 23 764 763; 5586 348 759 765 1.09; 5587 759 760 766 765; 761 767 766; 5589 761 762 '168 767; 5590 762 763 769 '168; 764 25 769; 5592 109 765 770 366; 5593 765 766 771 770; 767 772 771; 5595 767 768 773 772; 5596 768 769 774 773; 25 775 774; 5598 366 770 776 115; 5599 770 771 777 776; 772 778 777; 5601 772 773 779 778: 5602 773 774 760 779; 775 27 760; 5604 lt5 776 781 364; 5605 776 777 762 '181; 778 763 782; 5607 778 '179 784 783; 5608 7719 760 785 764; 27 786 785; 5610 384 781 767 121; 5611 781 782 768 787; 783 789 788; 5613 783 784 790 789; 5614 764 785 791 790; 786 29 791; 5616 123 792 793 405; 5617 792 794 795 793; 796 797 795; 5619 796 798 799 797; 5620 798 800 801 799; 30 802 801; 5622 405 793 803 117; 5623 793 795 604 603; 797 805 804; 5625 797 799 806 805; 5626 799 801 807 806; 802 28 807; 5626 117 803 808 422; 5629 803 804 809 808; 005 810 809; 5631 805 806 811 810; 5632 806 807 812 811; 28 813 812; 5634 422 808 814 111; 5635 808 809 815 814; 810 816 815; 5637 810 811 817 816; 5638 811 812 816 817; 813 26 818; 5640 111 814 819 439; 5641 814 615 820 819; 816 821 820; 5643 816 617 822 621; 5644 817 818 823 822; 26 824 823; 5646 439 819 825 105; 5647 819 820 826 825; 621 827 826; 5649 821 822 828 627; 5650 822 823 82.9 828; 824 24 829; 5652 105 825 830 456; 5653 825 626 831 630; 827 832 831; 5655 827 828 833 832; 5656 828 829 834 833; 24 835 834; 5658 456 630 836 99; 5659 830 831 837 836; 832 838 837; 5661 832 833 839 838; 5662 833 834 840 839; 835 22 840; 5664 99 836 841 473; 5665 636 837 842 841; 838 843 842; 5667 838 839 844 843; 5668 839 840 845 899; 22 846 095; 5670 473 841 847 93; 5671 841 842 848 647; 843 849 848; 5673 643 844 850 849; 5674 844 645 651 650: 846 20 851; 5676 93 847 852 490; 5677 847 848 853 852; 649 854 853; 5679 849 650 855 854; 5680 850 851 856 655; 20 857 856; 5682 490 852 858 87: 5683 652 853 859 858; 854 860 859; 5685 854 855 861 860; 5686 855 856 862 661; 657 18 662; 5688 87 858 863 507; 5689 858 859 864 663; 660 865 864; 5691 860 861 866 865; 5692 861 862 867 666; 18 860 867; 5694 507 863 869 81; 5695 863 864 870 869; 865 871 870; 5697 865 866 872 671; 5698 866 867 873 872; 868 16 873; 5700 81 869 874 524; 5701 869 870 875 874; 871 876 875; 5703 871 872 677 876; 5704 872 873 878 677; 16 879 876; 5706 524 874 880 75; 5707 874 875 881 880; 876 882 881; 5709 876 877 883 882; 5710 877 B78 B84 883: 879 14 884: 5712 75 880 885 541; 5713 880 681 886 885; 882 887 886; 5715 882 883 888 887; 5716 883 884 889 868; 14 890 869; 5718 541 865 891 69; 5719 885 886 892 891; 887 893 892; 5721 867 888 894 893; 5722 888 889 895 894; 890 12 895; 5724 69 691 896 556; 5725 891 892 897 896; 893 898 897; 5727 693 894 899 898; 5728 894 895 900 899; 12 901 900; 5730 558 696 902 63; 5731 896 897 903 902; 898 904 903; 5733 898 899 905 904; 5734 899 900 906 905; 901 10 906; 5736 63 902 907 575; 5737 902 903 908 907; 904 909 908; 5739 904 905 910 909; 5740 905 906 911 910; 10 912 911; 5742 575 907 913 57; 5743 907 908 914 913; 909 915 914; 5745 909 910 916 915; 5746 910 911 917 916; 912 8 917; 5748 57 913 918 592; 5749 913 914 919 918: 915 920 919; 5751 915 916 921 920; 5752 916 917 922 921; 8 923 922; 5754 592 918 924 51; 5755 910 919 925 924; 920 926 925; 5757 920 921 927 926; 5758 921 922 928 927; 923 6 928; 5760 51 924 929 609; 5761 924 925 930 929; 926 931 930; 5763 926 927 932 931; 5764 927 928 933 932; 6 934 933; 5766 609 929 935 45; 5767 929 930 936 935; 931 937 936; 5769 931 932 938 937; 5770 932 933 939 938; 934 4 939; 5772 45 935 940 626; 5773 935 936 941 940; 937 942 941; 5775 937 936 943 942; 5776 938 939 944 943; 4 945 944; 5776 626 940 946 42; 5779 940 941 947 946; 942 948 947; 5781 942 943 949 990; 5782 943 944 950 949; 945 2 950; 5784 121 787 951 390; 5785 787 788 952 951; 789 953 952; 5787 789 790 954 953; 5788 790 791 955 954; 29 956 955; 5790 390 951 957 389; 5791 951 952 956 957; SI -E 9 / 15 SI -E 10 / 15 5792 952 953 959 958; 5793 953 954 960 959; 5794 954 955 961 960; 5795 955 956 962 961; 5796 389 957 963 129; 5797 957 958 964 963; 5798 958 959 965 964; 5799 959 960 966 965; 5800 960 961 967 966; 5801 961 962 31 967; 5802 129 963 968 388; 5803 963 964 969 968; 5804 964 965 970 969; 5005 965 966 971 970; 5806 966 967 972 971; 5807 967 31 973 972; 5808 968 969 975 974; 5809 969 970 976 975; 5810 970 971 977 976; 5811 971, 9722 978 977; 5812 972 973 979 978; 5813 387 974 980 128; 5014 974 975 132 980; 5615 975 976 981 132; 5816 976 977 902 981; 5817 977 978 983 982; 5818 978 979 32 983; 5819 130 984 985 396: 5820 984 133 986 985; 5821 133 987 988 986; 5822 987 989 990 988; 5823 989 991 992 990; 5824 991 33 993 992; 5625 985 986 995 994; 5826 986 988 996 995; 5827 988 990 997 996; 5826 990 992 998 997; 5829 992 993 999 998; 5830 398 994 1000 131; 5831 994 995 1001 1000; 5832 995 996 1002 1001; 5833 996 997 1003 1002; 5034 997 998 1004 1003; 5835 998 999 34 1004; 5836 131 1000 1005 401; 5837 1000 1001 1006 1005; 5838 1001 1002 1007 1006; 5839 1002 1003 1008 1007; 5840 1003 1004 1009 1000; 5841 1004 34 1010 1009; 5842 401 1005 1011 403; 5843 1005 1006 1012 101E 5844 1006 1007 1013 1012; 5845 1007 1008 1014 1013; 5846 1008 1009 1015 1014; 5847 1009 1010 1016 1015; 5848 403 1011 792 123; 5849 1011 1012 794 792; 5850 1012 1013 796 794; 5851 1013 1014 798 796; 5852 1014 1015 800 798; 5853 1015 1016 30 800; 5854 128 980 1017 386; 5655 980 132 1018 1017; 5856 386 1017 1019 385; 5857 1017 1018 1020 101.9; 5858 385 1019 1021 122; 5859 1019 1020 134 1021; 5860 122 1021 1022 391; 5861 1021 134 1023 1.022; 5862 391 1022 1024 393; 5863 1022 1023 1025 1024; 5864 393 1024 984 130; 5865 1024 1025 133 984; 5866 42 946 1026 632; 5867 946 947 1027 1026; 5868 947 948 1028 1027; 5869 948 949 1029 1028; 5870 949 950 1030 1029; 5871 950 2 1031 1030; 5872 632 1026 1032 631; 5873 1026 1027 1033 1032; 5874 1027 1028 1034 1033; 5875 1028 1029 1035 1034; 5876 1029 1030 1036 1035; 5877 1030 1031 1037 1036; 5878 631 1032 1038 127; 5079 1032 1033 1039 1038; 5880 1033 1034 1040 1039; 5881 1034 1035 1041 1040; 5882 1035 1036 1042 1041; 5883 1036 1037 35 1042; 5884 127 1038 1043 630; 5885 1038 1039 1044 1043; 5886 1039 1040 1045 1044; 5887 1040 1041 1046 1045; 5868 1041 1042 1047 1046; 5889 1042 35 1048 1047; 5890 1043 1044 1050 1049; 5891 1044 1045 1051 1050; 5892 1045 1046 1052 1051; 5893 1046 1047 1053 1052; 5894 1047 1048 1054 1053; 5895 629 1049 1055 126; 5896 1049 1050 1056 1055; 5897 1050 1051 1057 1056; 5698 1051 1052 1058 1057; 5899 1052 1053 1059 1058; 5900 1053 1054 36 1059; 5901 126 1055 1060 628; 5902 1055 1056 1061 1060; 5903 1056 1057 1.062 1061; 5904 1057 1058 1063 1062; 5905 1056 1059 1064 1063; 5906 1059 36 1065 1064; 5907 628 1060 1066 627; 5908 1060 1061 1067 1066; 5909 1061 1062 1068 1067; 5910 1062 1063 1069 1066; 5911 1063 1064 1070 1069; 5912 1064 1065 1071 1070; 5913 627 1066 1072 41; 5914 1066 1067 1073 1072; 5915 1067 1068 1074 1073; 5916 1068 1069 1075 1074; 5917 1069 1070 1076 1075; 5918 1070 1071 37 1076; 5919 41 1072 1077 135; 5920 1072 1073 1078 1077; 5921 1073 1074 1079 1018; 5922 1074 1075 1080 1079; 5923 1075 1076 1081 1080; 5924 1076 37 1082 1081; 5925 135 1077 1083 138; 5926 1077 1078 1084 1083; 5927 1078 1079 1085 1084; 5928 1079 1080 1086 1085; 5929 1080 1081 1087 1086; 5930 1081 1082 1088 1087; 5931 138 1083 1069 124; 5932 1083 1084 1090 1089; 5933 1084 1085 1091 1090; 5934 1085 1086 1092 1091; 5935 1086 1087 1093 1092; 5936 1087 1088 38 1093; 5937 124 1089 1094 141; 5938 1089 1090 1095 1094; 5939 1090 1091 1096 1095; 5940 1091 1092 1097 1096; 5941 1092 1093 1098 1097; 5942 1093 36 1099 1098; 5943 1094 1095 11.01 1100; 5944 1095 1096 1102 1101; 5945 1096 1097 1103 1102; 5946 1097 1098 1104 1103; 5947 1098 1099 1105 1104; 5948 143 1100 11.06 125; 5949 1100 1101 1107 1106; 5950 1101 1102 1108 1107; 5951 1102 1103 1109 1108; 5952 1103 1104 1110 1109; 5953 1104 1105 39 1110; 5954 125 1106 1111 146; 5955 1106 1107 1112 1111; 5956 1107 1108 1113 1112; 5957 1100 1109 111.4 1113; 5958 1109 1110 1115 1114; 5959 1110 39 1116 1115; 5960 146 1111 1117 148; 5961 1111 1112 1118 1117; 5962 1112 1113 1119 1118; 5963 IL13 1114 1120 1119; 5964 1114 1115 1121 1120; 5965 1115 1116 1122 1121; 5966 148 1117 633 40; 5967 1.117 1118 635 633; 5968 1118 1119 637 635; 5969 1119 1120 639 637,; 5970 1120 1121 641 639; 5971 1121 1122 1 641; 5972 141 L123 1124 142; 5973 1123 143 144 1124; 5974 142 1124 46 154; 5975 1124 144 155 46; 5976 154 46 1125 163; 5977 46 155 164 1125; 5978 163 1125 52 172; 5979 1125 164 173 52; 5980 172 52 1126 181; 5981 52 173 182 1126; 5982 181 1126 58 190; 5983 1126 182 191 58; 5984,190 58 1127 199; 5985 58 191 200 1127; 5986 199 1127 64 208; 5987 1127 200 209 64; 5988 208 64 1128 217; 5989 64 209 218 1128; 5990 217 1128 70 226; 5991 1126 218 227 70; 5992 226 70 1129 235: 5993 70 227 236 1129; 5994 235 1129 76 244; 5995 1129 236 245 76; 5996 244 76 1130 253; 5997 76 245 254 1130; 5998 253 1130 82 262; 5999 1130 254 263 82; 6000 262 82 1131 271; 6001 82 263 272 1131; 6002 271 1131 88 280; 6003 1131 272 281 88; 6004 280 88 1132 289; SI -E 11 / 15 6005 88 261 290 1132; 6006 289 1132 94 298; 6007 11.32 290 299 94; 6008 298 94 1133 307; 6009 94 299 308 1133; 6010 307 1133 100 316; 6011 1133 306 317 100; 6012 316 100 1134 325; 6013 100 317 326 1134; 601.4 325 1134 106 334; 6015 1134 326 335 106; 6016 334 106 1135 343; 6017 L06 335 344 1135; 6018 343 1135 112 352; 6019 1135 344 353 112; 6020 352 112 1136 361; 602.1 112 353 362 1136; 6022 361 1136 116 370; 6023 1136 362 371 118; 6024 370 118 1137 379; 6025 118 371 380 1137; 6026 379 1137 1138 387; 6027 1137 380 388 1138; 6028 396 1139 1140 397; 6029 1139 398 399 1140; 6030 397 1140 1.19 409; 6031 1140 399 410 11.9; 6032 409 119 1141 417; 6033 119 410 418 1141; 6034 417 1141 113 426; 6035 1141 418 427 113; 6036 426 113 1142 434; 6037 113 427 435 1142; 6038 434 1142 107 443; 6039 1142 435 444 107; 6040 443 107 1143 451; 6041 107 444 452 1143; 6042 451 1143 101 460; 6043 1143 452 461 101; 6044 460 101 1144 468; 6045 IOl 461 469 1144; 6046 468 1144 95 477; 6047 1144 469 478 95; 6048 477 95 1145 485; 6049 95 478 466 1145; 6050 485 1145 89 494; 6051 1145 486 495 69; 6052 494 89 1146 502; 6053 89 495 503 1146; 6054 502 1146 83 511; 6055 1146 503 512 83; 6056 511 83 1147 519; 6057 63 512 520 1147; 6058 519 1147 77 528; 6059 1147 520 529 77; 6060 528 77 1146 536; 6061 77 529 537 1148; 6062 536 1148 71 545; 6063 1148 537 546 71; 6064 545 71 1149 553; 6065 71 $46 554 1149; 6066 553 1149 65 562; 6067 1149 554 563 65; 6068 562 65 1150 570; 6069 65 563 571 1150; 6070 570 1150 59 579; 6071 1150 571 580 59; 6072 579 59 1151 587; 6073 59 580 588 1151.; 6074 587 1151 53 596; 6075 1151 588 597 53; 6076 596 53 1152 604; 6077 53 597 605 1152; 6078 604 1152 47 613; 6079 1152 605 614 47; 6080 613 47 1153 621; 6081 47 614 622 1153; 6082 621 1153 1154 629; 6083 1153 622 630 1154; 6064 630 1043 11.54; 6085 1043 1049 1154; 6086 1154 1049 629; 6087 141 1094 1123; 6088 1094 1100 1123; 6089 1100 143 1123; 6090 388 968 1138; 6091 1136 968 974; 6092 1138 974 387; 6093 396 985 1139; 6094 985 994 1139; 6095 994 398 1139; START GROUP DEFINITION FLOOR I.ROOF1 1 2 15 16 28 29 43 TO 48 86 106 10'7 140 TO 145 232 236 2.41 246 301 - 302 TO 312 467 469 471 493 TO 504 RROOFI 2 3 15 16 41 TO 43 45 47 82 TO 84 88 106 109 158 TO 163 235 237 242 - 247 393 TO 404 468 470 472 585 TO 596 LROOF2 12 TO 14 25 TO 27 49 TO 54 246 251 256,261 309 TO 324 471 473 475 - 477 501 TO 516 NROOF2 12 TO 14 36 TO 4U 49 51 53 79 TO 81 247 252 257 262 381 TO 396 472 474 476 478 573 TO 588 LROOF3 4 TO 11 17 TO 24 55 TO 70 90 110 111 146 TO 151 233 261 266 271 276 - 261 286 291 296 321 TO 352 477 479 481 483 485 487 489 491 513 TO 544 RROOF3 4 TO 11 30 TO 37 55 57 59 61 63 65 67 69 71 TO 78 92 112 113 - 152 TO 157 234 262 267 272 277 2282 287 292 297 353 TO 384 478 480 482 484 - 486 468 490 492 545 TO 576 LWALL 1 17 TO 29 44 46 48 50 52 54 56 58 60 62 64 66 68 70 85 89 93 - 114 TO 126 164 TO 187 597 599 601 603 605 607 609 611 613 615 617 619 621 - 623 TO 687 RWALL 3 30 TO 42 71 TO 84 87 91 95 127 TO 139 188 TO 211 596 600 602 604 - 606 608 610 612 614 616 618 620 622 688 TO 752 FWALL 89 TO 92 94 97 To 100 110 TO 113 146 TO 157 183 TO 192 212 TO 219 233 - 234 405 TO 408 414 TO 441 BWALL 85 TO 88 96 101 TO 109 140 TO 145 158 TO 168 207 TO 211 220 TO 232 - 235 409 TO 413 442 TO 466 MEMBER SDMEMBERS 86 88 90 92 97 100 TO 181 183 TO 205 207 TO 214 216 TO 218 220 - 221 TO 230 232 TO 405 408 TO 752 END GROUP DEFINITION START USER TABLE TABLE 1 U14IT 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 SI -E 12 / 15 2.08496 2.5 2.5 0.109 5.24844 1.9907 2 1.09 1.09 TS252514GAD14 1.60489 2.5 2.5 0.083 3.59562 1.56447 2 0.83 0.83 TS222212GAD12 1.86695 2.25 2.25 0.109 3.79287 1.43001 1.06974 0.933476 0.933476 TS222214GAD14 1.43689 2.25 2.25 0.083 1.47444 1.1278 1 0.71.9444 0.719444 TS222212GAD14 1.65292 2.25 2.25 0.083 3.3358 1.279 1.06974 0.82646 0.82646 TS252512GA114 1.76192 2.5 2.5 0.192 1.55925 1.55925 2.33454 0.96 0.64 TS252512GA112 1.97596 2.5 2.5 0.218 1.71036 1.71036 2.55967 1.0355 1.0355 TS303014GA 0.966445 3 3 0.083 1.37451 1.37451 2.0601 0.498 0.498 TABLE 2 GENERAL CH501014GA 0.4353 1.0747 0.0747 5 0.0747 0.0706801 0.92233 0.00765685 0.113423 - 0.368931 0.108825 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 -1.0154 0.4516 -2.0154 -0.5484 STRESS LOCATIONS -2.5 -0.6231 2.5 -0.6231 1.0155 0.4516 -1.0154 0.4516 END UNIT INCHES KIP ELEMENT PROPERTY 5000 TO 6095 THICKNESS 0.0172 , UNIT FEET KIP DEFINE MATERIAL START ISOTROPIC STEEL E 4.176e*006 POISSON 0.3 DENSITY 0.489024 ALPHA 6.5e-006 ' DAMP 0:03 END DEFINE MATERIAL UNIT INCHES KIP - MEMBER PROPERTY AMERICAN 1 TO 84 PRIS YD 0.1 ZD 0.5 UNIT FEET KIP MEMBER PROPERTY AMERICAN 85 TO 235 UPTABLE 1 TS252512GA 236 TO 404 UPTABLE 1 TS222214GA _ 405 TO 466 UPTABLE 1 TS252514GA MEMBER PROPERTY AMERICAN 467 TO 596 UPTABLE 1 TS222214GAD14 597 TO 752 UPTABLE 1 TS252512GAI14 CONSTANTS MATERIAL STEEL ALL SUPPORTS 1 TO 39 PINNED UNIT INCHES KIP LOAD 1 LOADTYPE Dead TITLE DEAD _ - UNIT FEET KIP FLOOR LOAD LROOFL FLOAD -0.001 GY INCLINED LROOF2 FLOAD -0.001 GY INCLINED LROOF3 FLOAD -0.001 GY INCLINED - _RROOFI FLOAD -0.001 GY INCLINED _RROOF2 FLOAD -0.001 GY INCLINED RROOF3 FLOAD -0.001 GY I14CLINED SELFWEIGHT Y -1- LOAD 2 LOADTYPE Snow TITLE SNOW FLOOR LOAD LROOFI FLOAD -0.03 GY INCLINED _LROOF2 FLOAD -0.03 GY INCLINED LROOF3 FLOAD -0.03 GY INCLINED RROOFI FLOAD -0.03 GY INCLINED RROOF2 FLOAD -0.03 GY INCLINED SI -E 13 / 15 LOAD 3 LOADTYPE Wind TITLE W114DIP FLOOR LOAD LWALI. FLOAD 0.0069 GX BWALL FLOAD -0.0104 GZ _FWALL FLOAD 0.0104 GZ _RWALL FLOAD 0.0081.. GX _LROOFI FLOAD -0.00349 GX INCLINED _LROOF2 FLOAD -0.00349 GX INCLINED LROOF3 FLOAD -0.00349 GX INCLINED _LROOFI FLOAD 0.01397 GY INCLINED _LROOF2 FLOAD 0.01397 GY INCLINED LROOF3 FLOAD 0.01397 GY INCLINED _RROOFI FLOAD 0.0023 GX INCLINED RROOF2 FLOAD 0.0023 GX INCLINED RROOF3 FLOAD 0.0023 GX INCLINED _RROOFI FLOAD 0.00922 GY INCLINED _RROOF2 FLOAD 0.00922 GY INCLINED RROOF3 FLOAD 0.00922 GY INCLINED LOAD 4 LOADTYPE Wind TITLE WINDIN FLOOR LOAD _LWALL FLOAD 0.0116 GX _BWALL FLOAD -0.0058 GZ FWALL FLOAD 0.0058 GZ _RWALL FLOAD 0.0034 GX _LROOFI FLOAD -0.00235 GX INCLINED _LROOF2 FLOAD -0.00235 GX INCLINED LROOF3 FLOAD -0.00235 GX INCLINED _LROOFI FLOAD 0.00941 GY INCLINED _LROOF2 FLOAD 0.00941 GY INCLINED _LROOF3 FLOAD 0.00941 GY INCLINED _RROOFI FLOAD 0.00116 GX INCLINED RROOF2 FLOAD 0.00116 GY, INCLINED RROOF3 FLOAD 0.00116 GX INCLINED _RROOFI FLOAD 0.00466 GY INCLINED RROOF2 FLOAD 0.00466 GY INCLINED RROOF3 FLOAD 0.00466 GY INCLINED LOAD 5 LOADTYPE Wind TITLE WIND2P FLOOR LOAD _LWALL FLOAD-U.0105 GX, _RWALL FLOAD 0.0105 GX _BWALL FLOAD 0.007 GZ _FWALL FLOAD 0.0056 GZ LROOFI FLOAD -0.00313 GX INCLINED RROOFI FLOAD 0.00313 GX INCLINED _LROOFI FLOAD 0.01251 GY INCLINED _RROOFI FLOAD 0.01251 GY INCLINED I.ROOF2 FLOAD -0.00199 GX INCLINED _RROOF2 FLOAD 0.00199 GY, 114CLINED LROOF2 FLOAD 0.00796 GY INCLINED RROOF2 FLOAD 0.00796 GY INCLINED LROOF3 FLOAD -0.00143 GX INCLINED RROOF3 FLOAD 0.00143 GY. INCLINED _LROOF3 FLOAD 0.00572 GY INCLINED RROOF3 FLOAD 0.00572 GY INCLINED LOAD 6 LOADTYPE Wind TITLE WIND2N FLOOR LOAD _LWALL FLOAD -0.0058 GX _RWALL FLOAD 0.0058 GX _BWALL FLOAD 0.0117 GZ _FWALL FLOAD 0.0009 GZ _LROOFI FLOAD -0.00199 GX INCLINED _RROOFI FLOAD 0.00199 GX INCLINED _LROOFI FLOAD 0.00796 GY INCLINED RROOFI FLOAD 0.00796 GY INCLINED _LROOF2 FLOAD -0.00085 GX INCLINED _RROOF2 FLOAD 0.00085 GX INCLINED _LROOF2 FLOAD 0.0034 GY INCLINED _RROOF2 FLOAD 0.0034 GY INCLINED _LROOF3 FLOAD -0.00029 GX INCLINED _RROOF3 FLOAD 0.00029 GX INCLINED LROOF3 FLOAD 0.00116 GY INCLINED SI -E 14 / 15 RROOF3 FLOAD 0.00116 GY INCLINED UNIT INCHES RIP LOAD COMB 7 D,I.R 1 1.0 2 1.0 LOAD COMB B D-W1P 1 LO 3 1.0 LOAD COMB 9 D+W2P 1 1.0 4 LO LOAD COMB 10 D�WIN 1 1.0 5 1.0 LOAD COMB 11 DIW2N 1 1.0 6 1.0 LOAD COMB 12 D.0.75W1P+0.751.R 1 1.0 3 0.75 2 0.75 LOAD COMB 13 D+0.75W1N+0.751.R 1 1.0 4 0.75 2 0.75 LOAD COMB 14 D+0.75W2P�0.75LR - 1 1.0 5 0.75 2 0.75 LOAD COMB 15 1)+0.75W2N+0.75LR 1 1.06 0.75 2 0.75 - LOAD COMB 16 0.6D+W1P 1. 0.6 3 1.0 LOAD COMB 17 0.6D+W2P ' l 0.6 4 1.0 LOAD COMB 16 0.6D+W2P r , - 1 0.6 5 1.0 LOAD COMB 19 0.6D+W2N 1 0.6 6 1.0 PERFORM ANALYSIS DEFINE ENVELOP 7 TO 19 ENVELOP 1 TYPE STRESS END DEFINE ENVELOP '- LOAD LIST 7 TO 19 PARAMETER 1 CODE AISC FYLD 50 MEMB SDMEMBERS - FU 65 MEMB SDMEMBERS - CHECK CODE MEMB _SDMEMBERS FINISH 234 3.75 12.9375 26; 235 1.875 12.4686 28; 236 13.125 15.2813 30; STAAD SPACE 237 15 15.75 30; 238 11.25 14.8125 30; 239 9.375 14.3438 30; 240 7.5 13.875 30; START JOB INFORMATION 241 5.625 13.4063 30; 242 3.75 12.9375 30; 243 1.875 12.4688 30; 244 0 12 30; JOB NAME California CarporLS 245 13.125 15.2813 32; 246 11.25 14.8125 32; 247 9.375 14.3438 32; JO11 CLIENT American Steel Carports, Inc. 248 5.625 13.4063 32; 249 3.75 12.9375 32; 250 1.875 12.4688 32; ENGINEER NAME 12M 251 13.125 15.2813 34; 252 15 15.75 34; 253 11.25 14.8125 34; ENGINEER DATE 02/18/08 254 9.375 14.3438 34; 255 7.5 13.875 34; 256 5.625 13.4063 34; J0B 110 08-033-0055-6 257 3.75 12.9375 34; 258 1.875 12.4686 34; 259 0 12 34; 260 13.125 15.2813 36; CHECKER NAME OA 261 11.25 14.8125 36; 262 9.375 14.3438 36; 263 5.625 13.4063 36; CHECKER DATE 02/16/08 264 3.75 12.9375 36; 265 1.875 12.4688 36; 266 13.125 15.2613 36; EIJD JOB INFORMATION 267 15 15.75 38; 268 11_25 14.8125 38; 269 9.375 14.3438 38; 270 7.5 13.875 38: INPUT WIDTH 79 271 5.625 13.4063 38; 272 3.75 12.9375 38; 273 1.875 12.4688 38; 274 0 12 38; UNIT FEET KIP 275 13.125 15.2813 40; 276 11.25 1.4.8125 40; 277 9.375 14.3438 40; J0114T COORDINATES 8 30 0 12; 278 5.625 13.4063 40; 279 3.75 12.9375 40; 280 1.675 12.4688 40; 1 U 0 0; 2 3U 0 0; 3 0 U 4; 4 30 0 4; 5 0 0 8; 6 30 0 8; 7 0 0 12; 12 30 0 20; 13 0 0 24; 14 30 0 24; 15 0 U 28; 281 13.125 15.2813 42; 282 15 15.75 42; 283 11.25 14.8125 42; 9 0 0 16; 10 30 U 16; 11 0 U 20; 284 9.375 14.3438 42; 285 7.5 13.875 42; 286 5.625 13.4063 42; 16 30 0 28; 17 0 U 32; l8 30 0 32; 19 0 0 36; 20 30 0 36; 21 0 0 40; 287 3.75 12.9375 42; 286 1.875 12.4688 92; 289 0 12 42: 290 13.125 15.2813 44; 22 30 0 40; 23 U 0 44; 24 30 0 44; 25 0 0 48; 26 30 U 48; 27 U 0 52; 'L9 15.75 0; 33 30 12 0; 291 11.25 14.8125 44; 292 9.375 14.3438 94; 293 5.625 13.4063 44; 2b 30 0 52; U 0 56; 30 30 0 56; 31 0 12 0; 32 15 294 3.75 12.9375 44; 295 1.875 12.4688 44; 296 15.28;3 46; 34 0 12.4; 35 15 15.75 4; 36 30 12 4; 37 7.5 13.815 4; 38 22.5 13.875 4; 297 14. 3 15 L5.75 46; 298 11.25 14.8125 46; 299 9.3755 19.3438 96; 300 7.5 13.875 96; 39 15 13.875 4; 40 0 12 6; 41 15 15.75 8; 42 30 12 8; 43 7.5 13.875 8; 30 12 12; 301 5.625 13.4063 46; 302 3.75 12.9375 46; 303 1.875 12.4688 46; 304 0 12 46; 44 22.5 13.875 8; 45 15 13.875 8; 46 0 12 12; 47 15 15.75 12; 48 12; 51 15 13.875 12; 52 0 12 16; 305 13.125 15.2813 48; 306 11.25 14.8125 48; 307 9.375 14.3438 48; 49 7.5 13.675 12; 50 22.5 13.875 308 5.625 13.4063 48; 309 3.75 12.9375 48; 310 1.675 12.4688 48; 53 15 15.75 16; 54 30 12 16; 55 7.5 13.875 16; 56 22.5 13.875 16; 20; 60 30 12 20; 61 7.5 13.875 20; 311 13.125 15.2813 50; 312 15 15.75 50; 313 11.25 1.4.8125 50; 57 15 13.875 16; 58 0 12 20; 59 15 15.75 30 1.2 24; 314 9.375 14.3438 50; 315 7.5 13.875 50; 316 5.625 13.4063 50; 62 22.5 13.875 20; 63 15 13.875 20; 64 U 12 24; 65 15 15.75 24; 66 317 3.75 12.9375 50; 318 1.875 12.4688 50; 319 0 12 50; 320 13.125 15.2813 52; 67 7.5 13.875 24; 68 22.5 13.875 24; 69 15 13.875 24; 70 0 12 28; 72 28; 73 7.5 13.875 28; 74 22.5 13.875 26; 321 11.25 14.8125 52; 322 9.375 14.3438 52; 323 5.625 13.4063 52; 71 15 15.75 28; 30 12 32; 78 30 12 32; 79 7.5 13.875 32; 324 3.75 12.9375 52; 325 1.875 12.4688 52; 326 13.125 15.2813 54; 75 15 13.875 28; 76 0 12 32; 77 15 15.75 36; 327 15 15.75 54; 328 11.25 14.8125 54; 329 9.375 14.3436 54; 330 7.5 13.675 54; 80 22.5 13.875 32; 61 15 13.675 32; 82 U 12 36; 83 15 15.75 36; 84 30 12 13.875 36; 88 0 12 40; 331 5.625 13.4063 54; 332 3.75 12.9375 54; 333 1.675 12.4686 54; 334 0 12 54; 85 7.5 13.875 36; 86 22.5 13.875 36; 87 15 335 13.125 15.2813 56; 336 11.25 14.8125 56; 337 9.375 14.3438 56; 89 15 15.75 40; 90 30 12 40; 91 7.5 13.875 40; 92 22.5 13.875 40; 44; 96 30 12 44; 97 7.5 13.875 44; 338 5.625 13.4063 56; 339 3.75 12.9375 56; 340 1..875 12.4688 56; 93 15 13.875 40; 94 0 12 44; 95 15 15.75 30 12 46; 341 16.875 15.2813 56; 342 16.875 15.2813 54; 343 18.75 14.8125 56; 98 22.5 13.875 44; 99 15 13.875 44: 100 0 12 48; 101 15 15.75 48; 102 48; 105 15 13.875 48; 106 0 12 52; 344 18.75 14.8125 54; 345 20.625 14.3438 56; 346 20.625 14.3438 54; 103 7.5 13.875 48; 104 22.5 13.875 52; 347 22.5 13.875 54; 348 24.375 13.4063 56; 349 24.375 13.4063 54; 107 15 15.75 5^; 108 30 12 52; 109 7.5 13.875 52; 110 22.5 13.875 30 12 56; 115 7.5 13.875 0: 350 26.25 12.9375 56; 351 26.25 12.9375 54; 352 28.125 12.4688 56: 111 15 13.875 52; 112 0 ]2 56; 113 15 15.75 56; 114 353 28.125 12.4688 54; 354 30 12 54; 355 16.&75 15.2&13 52; 116 22.5 13.675 0; 117 15 13.875 0; 118 7.5 13.875 56; 119 22.5 13.875 56; 30 10 0; 124 30 10 56; 356 18.75 14.8125 52; 357 20.625 14.3438 52; 358 24.375 13.4063 52; 120 15 13.875 56; 121 0 10 0; 122 0 10 56; 123 359 26.25 12.9375 52; 360 28.125 12.4668 52; 361 16.875 15.2813 50; 125 13.125 15.2813 0; 126 13.125 15.2813 2; 127 15 15.75 2; 362 18.75 14.8125 50; 363 2U.625 14.3438 50; 364 22.5 13.875 50; 128 11.25 14.8125 0; 129 11.25 14.8125 2; 130 9.375 14.3438 0; 365 24.375 13.4063 50; 366 26.25 12.9375 50; 367 28.125 12.4688 50; 131 9.375 14.3438 2; 132 7.5 13.875 2; 133 5.625 13.4063 0; 134 5.625 13.4063 2; 135 3.75 12.9375 0; 136 3.75 12.9375 2;368 30 12 50; 369 16.875 15.2813 48; 370 18.75 14.8125 48; 0; 138 1.875 12.4688 2; 139 0 12 2; 140 13.125 15.2813 4: 371 20.625 14.3438 48; 372 24.375 13.4063 48; 373 26.25 1.2.9375 48; 137 1.875 12.4668 374 28.125 12.4688 48; 375 16.875 15.2813 46; 376 18.75 14.8125 46; 141 11.25 14.8125 4; 142 9.375 14.3438 4; 143 5.625 13.4063 4; 4; 146 13.125 15.2813 6; 147 15 15.75 6; 377 20.625 14.3438 46; 378 22.5 13.875 46; 379 24.375 13.4063 46; 144 3.75 12.9375 4; 145 1.875 12.4688 380 26.25 12.9375 46; 381 28.125 12.4688 46; 382 30 12 46; 148 11.25 14.8125 6; 149 9.375 14.3438 6; 150 7.5 13.875 6; 3.75 12.9375 6; 153 1.875 12.4688 6; 154 0 12 6; 383 16.875 15.2813 44; 384 18.75 14.8125 44; 385 20.625 14.3438 44: 151 5.625 1.3.4063 6; 152 8; 386 24.375 13.4063 44; 387 26.25 12.9375 44; 386 28.125 12.4688 44; 155 13.125 15.2813 8; 156 11.25 14.8125 8; 157 9.375 14.3438 3.75 12.9375 8; 160 1.875 12.4686 8; 389 16.875 15.2813 42; 390 18.75 14.8125 42; 391 20.625 14.3438 42; 158 5.625 13.4063 8; 159 10; 392 22.5 13.875 42; 393 24.375 13.4063 42; 394 26.25 12.9375 42; 161 13.125 15.2813 10: 162 15 15.75 10; 163 11.25 14.8125 164 9.375 14.3438 10; 165 7.5 13.875 10; 166 5.625 13.4063 10; 395 28.125 12.4688 42; 396 30 12 42; 397 16.875 15.2813 40; 167 3.75 12.9375 1.0; 168 1.875 12.4688 10; 169 0 12 10; 170 13.125 15.2813 1.2; 398 18.75 1.4.8125 40; 399 20.625 14.3438 40; 400 24.375 13.4063 40; 13.4063 12; 401 26.25 12.9375 40; 402 28.125 12.4688 40; 403 16.875 15.2813 38; 171 11.25 14.8125 12; 172 9.375 14.3436 12; 173 5.625 174 3.75 12.9375 12: 175 1.875 12.4688 12; 176 13.125 15.2813 14; 404 18.75 14.8125 38; 405 20.625 14.3438 38; 406 22.5 13.875 38; 177 15 15.75 14; 178 11.25 14.8125 14; 179 9.375 14.3438 14; 180 7.5 13.875 14; 407 24.375 13.4063 38; 408 26.25 12.9375 38; 409 28.125 12.4688 38; 3.75 12.9375 14; 163 1.875 12.4688 14; 184 U 12 14; 410 30 12 38; 411 16.875 15.2813 36; 412 18.75 14.6125 36; 181 5.625 13.4063 14; 182 185 13.125 15.2813 16; 166 11.25 14.8125 16; 187 9.375 14.3438 16; 413 20.625 14.3438 36; 414 24.375 13.4063 36; 415 26.25 12.9375 36; 188 5.625 13.4063 16; 169 3.75 12.9375 16; 190 1.875 12.4688 16; 416 28.1.25 12.4688 36; 417 16.875 1.5.2613 34; 416 18.75 14.8125 34; 191 13.125 15.2813 18; 192 15 15.75 18; 193 11.25 14.8125 18; 419 20.625 14.3436 34; 420 22.5 13.875 34; 421 24.375 13.4063 34; 194 9.375 14.3438 18; 195 7.5 13.875 18; 196 5.625 13.4063 18; 422 26.25 12.9375 34; 423 28.125 12.4686 34; 424 30 12 34; 197 3.75 12.9375 18; 198 1.875 12.4688 18; 199 0 12 18; 200 13.125 15.2813 20; 425 16.875 15.2813 32; 426 18.75 14.8125 32; 427 20.625 14.3438 32; 13.4063 20; 428 24.375 13.4063 32; 429 26.25 12.9375 32; 430 28.125 12.4688 32; 201 11.25 14.8125 20; 202 9.375 14.3438 20; 203 5.625 204 3.75 12.9375 20; 205 1.675 12.4688 20; 206 13.125 15.2813 22; 431 16.875 15.2613 30; 432 18.75 14.8125 30; 433 20.625 14.3438 30; 207 15 15.75 22; 208 11.25 14.8125 22; 209 9.375 14.3436 22; 210 7.5 13.875 22; 434 22.5 13.875 30; 435 24.375 13.4063 30; 436 26.25 12.9375 30; 211 5.625 13.4063 22; 212 3.75 12.9375 22; 213 1.875 12.4688 22; 214 0 12 22; 437 28.125 12.4688 30; 438 30 12 30; 439 16.875 15.2813 28; 215 13.1.25 15.2813 24; 216 11.25 14.8125 24; 217 9.375 14.3438 24; 440 18.75 14.8125 28;- 441 20.625 14.3436 28; 442 24.375 13.4063 28; 12.4688 24; 443 26.25 12.9375 28; 444 28.125 12.4688 28; 445 16.875 15.2813 26; 218 5.625 13.4063 24; 219 3.75 12.9375 24; 220 1.675 221 13.125 15.2813 26; 222 15 15.75 26; 223 11.25 14.8125 26; 446 18.75 14.8125 26; 447 20.625 14.3438 26; 448 22.5 13.675 26; 224 9.375 14.3438 26; 225 7.5 13.875 26; 226 5.625 13.4063 26; 449 24.375 13.4063 26; 450 26.25 12.9375 26; 451 28.125 12.4688 26; 3.75 26; 228 1.875 12.4688 26; 229 0 12 26; 230 13.125 15.2813 28; 452 30 12 26; 453 16.875 15.2813 24; 454 18.75 14.8125 24; 227 12.9375 28; 455 20.625 14.3436 24; 456 24.375 13.4063 24; 457 26.25 12.9375 24; 231 11.25 14.8125 28; 232 9.375 14.3438 28; 233 5.625 13.4063 SI -0 I / 09 SI -0 2 / 09 458 28.125 12.4688 24; 459 16.875 15.2613 22; 460 18.75 14.6125 22; 461 20.625 14.3436 22; 462 22.5 13.875 22; 463 24.375 13.4063 22: 464 26.25 12.9375 22; 465 28.125 12.4688 22; 466 30 12 22: 467 16.875 15.2813 20; 468 16.75 14.6125 20; 469 20.625 14.3438 20; 470 24.375 13.4063 20; 471. 26.25 12.9375 20; 472 28.125 12.4688 20; 473 16.815 15.2613 18; 474 18.75 14.8125 18; 475 20.625 14.3438 1.8; 476 22.5 13.875 18; 477 24.375 13.4063 18; 478 26.25 12.9375 18; 479 28.125 12.4688 16; 480 30 12 18; 481 16.875 15.2813 16; 482 18.75 14.8125 16; 463 20.625 14.3438 16; 484 24.375 13.4063 16; 485 26.25 12.9375 16; 486 28.125 12.4688 16; 487 16.875 15.2813 14; 488 18.75 14.8125 14; 489 20.625 14.3438 14; 490 22.5 13.875 14; 491 24.375 13.4063 14; 492 26.25 12.9375 14; 493 28.12.5 12.4688 14; 494 30 12 14; 495 16.875 15.2813 12; 496 18.75 14.8125 12; 497 20.625 14.3438 1.2; 498 24.375 13.4063 12; 499 26.25 12.9375 12; 500 28.125 12.4688 12; 501 16.875 15.2813 10; 502 18.75 14.8125 10; 503 20.625 14.3438 10; 504 22.5 13.875 10; 505 24.375 13.4063 10; 506 26.25 12.9375 10; 507 28.125 12.4688 10; 508 30 12 10; 509 16.875 15.2813 8; 510 18.75 14.8125 8; 511 20.625 14.3438 8; 512 24.375 13.4063 8; 513 26.25 12.9375 6; 514 28.125 12.4688 8; 515 16.875 15.2813 6.00001; 516 18.75 14.8125 6.00001; 517 20.625 14.3438 6.00001; 518 22.5 13.875 6.00001; 519 24.375 13.4063 6.00001; 520 26.25 12.9375 6.00001; 521 28.125 12.4688 6.00001.; 522 30 12 6.00001; 523 16.875 15.2813 4; 524 18.75 14.8125 4; 525 20.625 14.3438 4; 526 24.375 13.4063 4; 527 26.25 12.9375 4; 528 28.125 12.4688 4; 529 16.875 15.2813 2.00001; 530 18.75 14.8125 2.00001; 531 20.625 14.3438 2.00001; 532 22.5 13.875 2.00001; 533 24.375 13.4063 2.00001; 534 26.25 12.9375 2.00001; 535 26.125 12.4668 2.00001; 536 30 12 2.00001; 537 16.875 15.2813 0; 538 18.75 14.8125 0; 539 20.625 14.3438 0; 540 24.375 13.4063 0; 541 26.25 12.9375 0; 542 28.125 12.4688 0; 543 U 10 2; 544 0 10 4; 545 0 10 6; 546 0 10 8; 547 0 10 10; 548 0 30 12; 549 0 10 14; 550 0 10 16; 551 0 10 18; 552 0 10 20; 553 0 10 22; 554 0 10 24; 555 0 10 26; 556 0 10 28; 557 0 10 30; 558 0 10 32; 559 0 10 34; 560 0 10 36; 561. 0 10 38; 562 0 10 40; 563 0 10 42; 564 0 10 44; 565 U 10 46; 566 0 10 46; 567 0 10 50; 566 0 10 52; 569 0 10 54; 570 30 10 54; 571 30 30 52; 572 30 10 50; 573 30 10 48; 574 30 10 46; 575 30 10 44; 576 30 10 42; 577 30 10 40; 576 30 10 38; 579 30 10 36; 580 30 10 34; 581 30 10 32; 582 30 10 30; 583 30 10 28; 584 30 10 26; 585 30 10 24; 586 30 10 22; 587 30 10 20; 588 30 10 16; 589 30 10 16; 590 30 10 14; 591 30 10 12; 592 30 10 10; 593 30 10 8; 594 30 10 6.00001; 595 30 10 4; 596 30 10 2.00001; MEMBER INCIDENCES l 37 39; 2 39 35; 3 43 45; 4 45 41; 5 49 51; 6 51 47; 7 55 57; 8 57 53; 9 61 63; 10 63 59; 11 67 69; 12 69 65; 13 73 75; 14 75 71; 15 79 81; 16 81 77; 17 85 87; 18 87 83; 19 91 93; 20 93 89; 21 97 99; 22 99 95; 23 103 105; 24 105 101; 25 109 111; 26 111 107; 27 115 130; 28 116 539; 29 115 117; 30 117 116; 31 117 32; 32 118 337; 33 119 345; 34 118 120; 35 120 119; 36 120 113; 37 125 32; 36 128 125; 39 130 128; 40 140 35; 41 141 140; 42 142 141; 43 155 41; 44 156 155; 45 157 156; 46 170 47; 47 171 170; 48 172 171; 49 185 53; 50 186 185; 51 167 186; 52 200 59; 53 201 200; 54 202 201; 55 215 65; 56 216 215; 57 217 216; 58 230 71; 59 231 230; 60 232 231; 61 245 77; 62 246 245; 63 247 246; 64 260 83; 65 261 260; 66 262 261; 67 275 89; 68 276 275; 69 277 276; 70 290 95; 71 291 290; 72 292 291; 73 305 101; 74 306 305; 75 307 306; 76 320 107; 77 321 320; 78 322 321; 79 335 113; 80 336 335; 81 337 336; 82 341 113; 83 343 341; 84 345 343; 85 355 107; 86 356 355; 87 357 356; 88 369 101; 89 370 369; 90 371 370; 91 383 95; 92 384 383; 93 385 384; 94 397 89; 95 398 397; 96 399 398; 97 411 83; 98 412 411; 99 413 412; 100 425 77; 101 426 425; 102 427 426; 103 439 71; 104 440 439; 105 441 440; 106 453 65; 107 454 453; 108 455 454; 109 467 59; 110 468 467; 111 469 468; 112 481 53; 113 482 481; 114 483 482; 115 495 47; 116 496 495; 117 497 496; 118 509 41; 119 510 509; 120 511 510; 121 523 35; 122 524 523; 123 525 524; 124 537 32; 125 538 537; 126 539 538; 127 39 38; 128 45 44; 129 51 50; 130 57 56; 131 63 62; 132 69 68; 133 75 74; 134 81 80; 135 87 86; 136 93 92; 137 99 98; 138 105 104; 139 111 110; 140 37 142; 141 43 157; 142 49 172; 143 55 187; 144 61 202; 145 67 217; 146 73 232; 147 79 247; 148 85 262; 149 91 277; 150 97 292; 151 103 307; 152 109 322; 153 110 357; 154 104 371; 155 98 385; 156 92 399; 157 86 413; 158 80 427; 159 74 441; 160 68 455; 161 62 469; 162 56 483; 163 50 497; 164 44 511; 165 38 525; 166 31 139; 167 32 127; 168 33 536; 169 121 543; 170 123 596; 171 127 35; 172 139 34; 173 147 41; 174 154 40; 175 162 47; 176 169 46; 177 177 53; 178 184 52; 179 192 59; 180 199 58; 181 207 65; 182 214 64; 183 222 71; 184 229 70; 185 237 77; 186 244 76; SI -0 3 / 09 187 252 63; 168 259 82; 189 267 89; 190 274 88; 191 282 95; 192 289 94; 193 297 101; 194 304 1.00; 195 312 107; 196 319 106; 197 327 113; 198 334 112; 199 354 114; 200 368 108; 201 382 102; 202 396 96: 203 410 90; 204 424 84; 205 438 78; 206 452 72; 207 466 66; 208 480 60; 209 494 54; 210 508 48; 211 522 42; 212 536 36; 213 543 544; 214 544 545; 215 545 546; 216 546 547; 217 547 548; 216 548 549; 219 549 550; 220 550 551; 221 551 552; 222 552 553; 223 553 554; 224 554 555; 225 555 556; 226 556 557; 227 557 558; 228 558 559; 229 559 560; 230 560 561; 231 561 562; 232 562 563; 233 563 564; 234 564 565; 235 565 566; 236 566 567; 237 567 568; 238 566 569; 239 569 122; 240 570 124; 241 571 570; 242 572 571; 243 573 572; 244 574 573; 245 575 574; 246 576 575; 247 577 576; 246 578 577; 249 579 578; 250 580 579; 251 581 580; 252 582 561; 253 583 582; 254 584 583; 255 585 584; 256 586 585; 257 587 586; 258 588 587; 259 589 588; 260 590 589; 261 591 590; 262 592 591; 263 593 592; 264 594 593; 265 595 594; 266 596 595; 267 35 147; 268 34 154; 269 41 162; 270 40 169; 271 47 177; 272 46 184; 273 53 192; 274 52 199; 275 59 207; 276 56 214; 277 65 222; 278 64 229; 279 71 237; 260 70 244; 281 77 252; 282 76 259; 283 63 267; 284 82 274; 265 89 282; 286 88 289; 287 95 297; 288 94 304; 289 101 312; 290 100 319; 291 107 327; 292 106 334; 293 108 354; 294 102 366; 295 96 382; 296 90 396; 297 84 410; 298 78 424; 299 72 438; 300 66 452; 301 60 466; 302 54 480; 303 48 494; 304 42 508; 305 36 522; 306 13; 307 30 28; 308 27 29; 309 25 27; 310 23 25; 311 21 23; 312 19 21; 313 17 19; 314 15 17; 315 13 15; 316 11 13; 317 9 11; 318 7 9; 319 5 7; 320 3 5; 321 4 2; 322 6 4; 323 8 6; 324 10 8; 325 12 10; 326 14 12; 327 16 14; 328 18 16; 329 20 18; 330 22 20: 331 24 22; 332 26 24; 333 28 26; 334 31 137; 335 33 542; 336 34 145; 337 36 528; 338 40 160; 339 42 514; 340 46 175; 341 48 500; 342 52 190; 343 54 486; 344 58 205; 345 60 472; 346 64 220; 347 66 456; 348 70 235; 349 72 444; 350 76 250; 351 78 430; 352 82 265; 353 84 416; 354 88 280; 355 90 402; 356 94 295; 357 96 388; 358 100 310; 359 102 374; 360 106 325; 361 108 360; 362 112 340; 363 114 352; 364 133 115; 365 135 133; 366 1.37 135; 367 143 37; 368 144 143; 369 145 144; 370 158 43; 371 159 158; 372 160 159; 373 173 49; 374 174 173; 375 175 174; 376 188 55; 377 189 188; 378 190 169; 379 203 61; 380 204 203; 381 205 204; 362 218 67; 383 219 218; 384 220 219; 385 233 73; 386 234 233; 387 235 234; 388 2.46 79; 389 249 248; 390 250 249; 391 263 85; 392 264 263; 393 265 264; 394 278 91; 395 279 278; 396 280 279; 397 293 97; 398 294 293; 399 295 294; 400 308 103; 401 309 308; 402 310 309; 403 323 109; 404 324 323; 405 325 324; 406 338 116; 407 339 338; 408 340 339; 409 348 119; 410 350 348; 411 352 350; 412 356 110; 413 359 358; 414 360 359; 415 372 104; 416 373 372; 417 374 373; 418 386 98; 419 387 386; 420 388 387; 421 400 92; 422 401 400; 423 402 401; 424 414 86; 425 415 414; 426 416 415; 427 428 80; 428 429 428; 429 430 429; 430 442 74; 431 443 442; 432 444 443; 433 456 68; 434 457 456; 435 456 457; 436 470 62; 437 471 470; 438 472 471; 439 484 56; 440 485 484; 441 486 485; 442 498 50; 443 499 498; 444 500 499; 445 512 44; 446 513 512; 447 514 513; 448 526 38; 449 527 526; 450 526 527; 451 540 116; 452 541 540; 453 542 541; 454 1 121; 455 2 123; 456 3 544; 457 4 595; 458 5 546; 459 6 593; 460 7 548; 461 6 591; 462 9 550; 463 10 589; 464 11 552; 465 12 587; 466 13 554; 467 14 $85; 468 15 556; 469 16 583; 470 17 558; 471 18 581; 472 19 560; 473 20 579; 474 21 562; 415 22 577; 476 23 564; 477 24 575; 478 25 566; 479 26 573; 480 27 568; 481 28 571; 482 29 122; 483 30 124; 484 121 31; 485 122 112; 486 123 33; 487 124 114; 488 544 34; 489 546 40; 490 548 46; 491 550 52; 492 552 58; 493 554 64; 494 556 70; 495 558 76; 496 560 62; 497 562 68; 498 564 94; 499 566 100; 500 568 106; 501 571 108; 502 573 102; 503 575 96; 504 577 90; 505 579 84; 506 581 78; 507 583 72; 508 585 66; 509 587 60; 510 589 54; 511 591 48; 512 593 42; 513 595 36; ELEME14T INCIDENCES SHELL 5000 32 125 126 127; 5001 125 128 129 126; 5002 126 130 131 129; 5003 130 115 132 131; 5004 115 133 134 132; 5005 133 135 136 134; 5006 135 137 138 136; 5007 137 31 139 138; 5008 127 126 140 35; 5009 126 129 141 140; 5010 129 131 142 141; 5011 131 132 37 142; 5012 132 134 143 37; 5013 134 136 144 143; 5014 136 138 145 144; 5015 138 139 34 145; 5016 35 140 146 147; 5017 140 141 148 146; 5018 141 142 149 148; 5019 142 37 150 149; 5020 37 143 151 150; 5021 143 144 152 151; 5022 144 145 153 152; 5023 145 34 154 153; 5024 147 146 155 41; 5025 146 148 156 155; 5026 148 149 157 156; 5027 149 150 43 157; 5028 150 151 158 43; 5029 151 152 159 158; 5030 152 153 160 159; 5031 153 154 40 160; 5032 41 155 161 162; 5033 155 156 163 161; 5034 156 157 164 163; 5035 157 43 165 164; 5036 43 156 166 165; 5037 158 159 167 166; 5038 159 160 168 167; 5039 160 40 169 166; 5040 162 161 170 47; 5041 161 163 171 170; 5042 163 164 172 171; 5043 164 165 49 172; 5044 165 166 173 49; 5045 166 167 174 173; 5046 167 168 175 174; 5047 168 169 46 175; SI -0 4 / 09 5048 5051 5054 5057 5060 5063 5066 5069 5072 5075 5076 5081 5084 5087 5090 5093 5096 5099 5102 5105 47 170 176 177; 172 49 IBO 1"19; 174 175 183 162; 176 178 186 185; 180 181 188 55; 183 184 52 190; 166 187 194 193; 188 189 197 196; 192 191 200 59; 194 195 61 202; 197 198 205 204; 200 201 208 206; 61 203 211 210; 205 58 214 213; 208 209 21.7 216; 211 212 219 218; 65 215 221 222; 217 67 225 224; 21.9 220 228 227; 221 223 231 230; 5049 170 171 178 176; 5050 171 172 179 178; 5052 49 173 181. IBO: 5053 173 174 102 181; 5055 175 46 184 163; 5056 177 176 185 53; 5058 178 179 187 106; 5059 179 180 55 187; 5061 181 182 189 188; 5062 182 183 190 169; 5064 53 185 191 192; 5065 185 186 193 191; 5067 187 55 195 194; 5068 55 188 196 1.95; 5070 189 190 198 197; 5071 190 52 199 198; 5073 191 193 201 200; 5074 193 194 202 201; 5076 195 196 203 61; 5077 196 197 204 203; 5079 198 199 58 205; 5080 59 200 206 207; 5082 201 202 209 208; 5083 202 61 210 209; 5085 203 204 212 211; 5086 204 205 213 212; 5086 207 206 215 65; $089 206 206 216 215; 5091 209 210 67 217; 5092 210 211 218 67; 5094 212 213 220 219; 5095 213 214 64 220; 5097 215 216 223 221; 5098 216 217 224 223; 5100 67 218 226 225; 5101 218 219 227 226; 5103 220 64 229 228; 5104 222 221 230 71; 5106 223 224 232 231; 5107 224 225 73 232; 5261 5264 5267 5270 5273 5276 5279 5282 5285 5288 5291 5294 5297 5300 5303 5306 5309 5312 5315 5318 372 373 380 297 375 383 377 378 98 380 381 388 383 384 390 96 386 393 388 96 396 390 391 399 393 394 401 89 397 403 399 92 406 401 402 409 403 404 412 406 407 414 409 410 64 412 413 419 414 415 422 252 417 425 419 420 80 422 423 430 379; 95; 385; 387; 389; 392; 395; 398; 400; 267; 405; 408; 411; 86; 416; 418; 421; 77; 427; 429; 526'2 5265 5266 5271 5274 5277 5280 5283 5286 5289 52292 5295 5298 5301 5304 5307 5310 5313 5316 5319 373 374 381 380; 5263 374 102 382 381; 375 376 384 383; 5266 376 377 385 384; 376 379 386 98; 5269 379 380 387 386; 381 382 96 368; 5272 95 383 389 282; 384 385 391 390; 5275 385 98 392 391; 386 387 394 393; 5278 387 388 395 394; 282 389 397 69; 5261 389 390 398 397; 391 392 92 399; 5284 392 393 400 92; 394 395 402 401; 5287 395 396 90 402; 397 398 404 403; 5290 398 399 405 404; 92 400 407 406; 5293 400 401 408 407; 402 90 410 409; 5296 267 403 411 83; 404 405 413 412; 5299 405 406 86 413; 407 408 415 414; 5302 408 409 416 415; 63 41.1 417 252; 5305 411 412 418 417; 413 86 420 419; 5308 86 414 421 420; 415 416 423 422; 5311 416 84 424 423; 417 418 426 425; 5314 418 419 427 426; 420 421 428 80; 5317 421 422 429 428; 423 424 76 430; 5320 77 425 431 237; 5108 5111 5114 5117 5120 5123 5126 5129 5132 5135 5138 51.41 5144 5147 5150 5153 5156 5159 5162 5165 5168 5171 5174 5177 5180 5183 5186 5189 5192 5195 5198 5201 5204 5207 5210 5213 5216 5219 5222 5225 5228 5231 5234 5237 5240 5243 5246 5249 5252 5255 5258 225 226 233 73; 228 229 70 235; 231 232 239 238; 233 234 242 241; 237 236 245 77; 239 240 79 247; 242 243 250 249; 245 246 253 251; 79 248 256 255; 250 76 259 258; 253 254 262 261; 256 257 264 263; 83 260 266 267; 262 85 270 269; 264 265 273 272; 266 268 276 275; 270 271 278 91; 273 274 88 280; 276 277 284 283; 278 279 287 286; 282 281 290 95; 284 285 97 292; 2.87 288 295 294; 290 291 298 296; 97 293 301 300; 295 94 304 303; 298 299 307 306; 301 302 309 308; 101 305 311 312; 307 103 315 314; 309 310 318 317; 311 313 321 320; 315 316 323 109; 318 319 106 325; 321 322 329 328; 323 324 332 331; 327 326 335 113; 329 330 118 337; 332 333 340 339; 341 343 344 342; 119 348 349 347; 352 114 354 353; 344 346 357 356; 349 351 359 358; 107 355 361 312; 357 110 364 363; 359 360 367 366; 361 362 370 369; 364 365 372 104; 367 368 102 374; 370 371 377 376; 5109 226 227 234 233; 5110 227 228 235 234; 5112 71 230 236 237; 5113 230 231 238 236: 5115 232 73 240 239; 5116 73 233 241. 240; 5118 234 235 243 242; 5119 235 70 244 243; 5121 236 238 246 245; 5122 238 239 247 246; 5124 240 241 246 79; 5125 241 242 249 248; 5127 243 244 76 250; 5128 77 245 251 252; 5130 246 247 254 253; 5131 247 79 255 254; 5133 248 249 257 256; 5134 249 250 258 257; 5136 252 251 260 83; 5137 251 253 261 260; 5139 254 255 85 262; $140 255 256 263 85; 5142 257 258 265 264; 5143 258 259 82 265; 5145 260 261 268 266; 5146 261 262 269 268; 5148 65 263 271 270; 5149 263 264 272 271; 5151 265 82 274 273; 5152 267 266 275 89; 5154 268 269 277 276; 5155 269 270 91 277; 5157 271 272 279 278; 5158 272 273 280 279; 5160 89 275 281 282; 5161 275 276 283 281; 5163 277 91 265 284; 5164 91 278 286 285; 5166 279 280 288 267; 5167 280 88 289 288; 5169 281 283 291 290; $170 283 284 292 291; 5172 285 286 293 97; 5173 286 287 294 293; 5175 288 289 94 295; 5176 95 290 296 297; 5178 291 292 299 298; 5179 292 97 300 299; 5181 293 294 302 301; 5182 294 295 303 302; 5164 297 296 305 101; 5185 296 298 306 305; 5187 299 300 103 307; 5188 300 301 308 103; 5190 302 303 310 309; 5191 303 304 100 310; 5193 305 306 313 311; 5194 306 307 314 313; 5196 103 308 316 315; 5197 308 309 317 316; 5199 310 100 319 318; 5200 312 311 320 107; 5202 313 314 322 321; 5203 314 315 109 322; 5205 316 317 324 323; 5206 317 318 325 324; 5208 107 320 326 327; 5209 320 321 328 326; 5211 322 109 330 329; 5212 109 323 331 330; 5214 324 325 333 332; 5215 325 106 334 333; 5217 326 328 336 335; 5218 328 329 337 336; 5220 330 331 338 1.18; 5221 331 332 339 338; 5223 333 334 112 340; 5224 113 341 342 327; 5226 343 345 346 344; 5227 345 119 347 346; 5229 348 350 351 349; 5230 350 352 353 351; 5232 327 342 355 107; 5233 342 344 356 355; 5235 346 347 110 357; 5236 347 349 358 110; 5238 351 353 360 359; 5239 353 354 108 360; 5241 355 356 362 361; 5242 356 357 363 362; 5244 110 358 365 364; 5245 358 359 366 365; 5247 360 108 368 367; 5248 312 361 369 101; 5250 362 363 371 370; 5251 363 364 104 371; 5253 365 366 373 372; 5254 366 367 374 373; 5256 101 369 375 297; 5257 369 370 376 375; 5259 371 104 378 377; 5260 104 372 379 378; 5321 5324 5327 5330 5333 5336 5339 5342 5345 5348 5351 5354 5357 5360 5363 5366 5369 5372 5375 5378 5381 5384 5387 5390 5393 5396 5399 5402 5405 5408 5411 5414 5417 5420 5423 5426 5429 5432 5435 5438 5441 5444 5447 5450 5453 5456 5459 5462 5465 5468 5471 425 426 432 431; 80 428 435 434; 430 78 438 437; 432 433 441 440; 435 436 443 442; 71 439 445 222; 441 74 448 447; 443 444 451 450; 445 446 454 453; 448 449 456 68; 451 452 66 458; 454 455 461 460; 456 457 464 463; 207 459 467 59; 461 462 62 469; 464 465 472 471; 467 466 474 473; 62 470 477 476; 472 60 480 479; 474 475 463 482; 477 478 485 484; 53 481 487 177; 483 56 490 489; 485 486 493 492; 487 488 496 495; 490 491 498 50; 493 494 48 500; 496 497 503 502; 498 499 506 505; 162 501 509 41; 503 504 44 511; 506 507 514 513; 509 510 516 515; 44 512 519 518; 514 42 522 521; 516 517 525 524; 519 520 527 526; 35 523 529 127; 525 38 532 531; 527 528 535 534; 529 530 538 537; 532 533 540 116; 535 536 33 542; 34 544 545 154; 169 547 548 46; 52 550 551 199; 214 553 554 64; 70 556 557 244; 259 $59 560 82; 88 562 563 289; 304 565 566 100; 5322 426 427 433 432; 5323 427 80 434 433; 5325 428 429 436 435; 5326 429 430 437 436; 5328 237 431 439 71; 5329 431 432 440 439; 5331 433 434 74 441; 5332 434 435 442 74; 5334 436 437 444 443; 5335 437 438 72 444; 5337 439 440 446 445; 5338 440 441 447 446; 5340 74 442 449 448; 5341 442 443 450 449; 5343 444 72 452 451; 5344 222 445 453 65; 5346 446 447 455 454; 5347 447 448 68 455; 5349 449 450 457 456; 5350 450 451 458 457; 5352 65 453 459 207; 5353 453 454 460 459; 5355 455 68 462 461; 5356 68 456 463 462; 5358 457 458 465 464; 5359 456 66 466 465; 5361 459 460 468 467; 5362 460 461 469 468; 5364 462 463 470 62; 5365 463 464 471 470; 5367 465 466 60 472; 5368 59 467 473 192; 5370 468 469 475 474; 5371 469 62 476 475; 5373 470 471 478 477; 5374 471 472 479 478; 5376 192 473 481 53; 5377 473 474 482 481; 5379 475 476 56 483; 5380 476 477 484 56; 5382 478 479 486 485; 5383 479 480 54 486; 5385 481 482 488 487; 5386 482 483 489 488; 5388 56 484 491 490; 5389 484 485 492 491; 5391 486 54 494 493; 5392 177 487 495 47; 5394 488 489 497 496; 5395 489 490 50 497; 5397 491 492 499 498; 5398 492 493 500 499; 5400 47 495 501 162; 5401 495 496 502 501; 5403 497 50 504 503; 5404 50 498 505 504; 5406 499 500 507 506; 5407 500 48 508 507; 5409 501 502 510 509; 5410 502 503 511 510; 5412 504 505 512 44; 5413 505 506 513 512; 5415 507 508 42 514; 5416 41 509 515 147; 5418 510 511 517 516; 5419 511 44 518 517; 5421 512 513 520 519; 5422 513 514 521 520; 5424 147 515 523 35; 5425 515 516 524 $23; 5427 517 518 38 525; 5428 516 519 526 38; 5430 520 521 528 527; 5431 521 522 36 528; 5433 523 524 530 529; 5434 524 525 531 530; 5436 36 526 533 532; 5437 526 527 534 533; 5439 528 36 536 535; 5440 127 529 537 32; 5442 530 531 539 538; 5443 531 532 116 539; 5445 533 534 541 540; 5446 534 535 542 541; 5448 31 121 543 139; 5449 139 543 544 34; 5451 154 545 546 40; 5452 40 546 547 169; 5454 46 548 549 184; 5455 184 549 550 52; 5457 199 551 552 58; 5458 58 552 553 214; 5460 64 554 555 229; 5461 229 555 556 70; 5463 244 557 558 76; 5464 76 558 559 259; 5466 82 560 561 274; 5467 274 561 562 88; 5469 289 563 564 94; 5470 94 564 565 304; 5472 100 566 567 319; 5473 319 567 568 106; SI -0 5 / 09 SI -0 6 / 09 5474 106 568 569 334; 5475 334 569 122 112; 5476 114 124 570 354; 5477 354 570 571 108; 5470 108 571 572 368; 5479 366 572 573 102; 5480 102 573 574 382; 5481 382 574 575 96; 5482 96 575 576 396; 5463 396 576 577 90; 5484 90 577 578 410; 5465 410 570 579 84; 5486 84 579 580 424; 5467 424 580 581. 78; 5488 78 581 582 438; 5489 438 582 503 72; 5490 72 583 584 452; 5491 452 584 585 66; 5492 66 565 586 466; 5493 466 586 587 60; 5494 60 587 588 480; 5495 480 588 589 54; 5496 54 589 590 494; 5497 494 590 591 48; 5498 46 591 592 508; 5499 508 592 593 42; 5500 42 593 594 522; 5501 522 594 595 36; 5502 36 595 596 536; 5503 536 596 123 33: START GROUP DEFINITION FLOOR LWALL 166 169 172 174 176 178 180 182 184 186 188 190 192 194 196 198 213 - 214 TO 239 268 270 272 274 276 278 280 282 284 286 208 290 292 484 485 488 - ' 489 TO 500 RWALL 168 170 199 TO 212 240 TO 266 293 TO 305 486 487 501 TO 513 LROOF 27 32 37 TO 81 140 TO 152 166 167 171 TO 196 267 TO 292 334 336 338 - 340 342 344 346 348 350 352 354 356 358 360 362 364 TO 408 RROOF 28 33 02 TO 126 153 TO 165 167 168 171 173 175 177 179 161 183 185 187 189 191 193 195 197 199 TO 212 267 269 271 273 275 277 279 281 283 285 - 267 289 291 293 TO 305 335 337 339 341 343 345 347 349 351 353 355 357 359 - 361 363 409 TO 453 MEMBER SDMEMBERS 2 4 6 0 10 12 1.4 16 18.20 22 24 26 31 36 TO 126 153 TO 165 306 - 307 To 513 END GROUP DEFINITION START USER TABLE TABLE I 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 0.78221.9 1.17195 0.415 0.41.5 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 0.044607 0.3735 0.3735 , TS252512GAD12 2.08496 2.5 2.5 0.109 5.24644 1.9907 2 1.09 1.09 TS252514GAD14 , 1.60489 2.5 2.5 0.083 3.59562 1.56447 2 0.83 0.83 TS222212GAD12 1.66695 2.25 2.25 0.109 3.79287 1.43001 1.06974 0.933476 0.933476 TS222214GA014 1.43689 2.25 2.25 0.083 1.47444 1.1278 1 0.719444 0.719444 TS222212GAD14 1.,65292 2.25 2.25 0.083 3.3358 1.279 1.06974 0.82646 0.82646 TS252512GAi14 ' 1.76192 2.5 2.5 0.192 1.55925 1.55925 2.33454 0.96 0.64 TS252512GAI12 - 1.97596 2.5 2.5 0.218 1.71036 1.71036 2.55967 1.0355 1.0355 _ TS303014GA , 0.966445 3 3 0.083 1.37451 1.37451 2.0601 0.498 0.498 TABLE 2 GENERAL CH50I014GA . 0.4353 1.0747 0.0747 5 0.0747 0.0706801 0.92233 0.00765685 0.113423 - 0.368931 0.108825 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 -1.0154 0.4516 -2.0154 -0.5484 STRESS LOCATIONS -2.5 -0.6231 2.5 -0.6231 1.0155 0.4516&-1.0154 0.4516 END UNIT INCHES KIP ELEMENT PROPERTY 5000 TO 5503 THICKNESS 0.0172 UNIT FEET KIP DEFINE MATERIAL START ISOTROPIC STEEL ' S1-0 7 / 09 POISSON 0.3 DENSITY 0.489024 ALPHA 6.5e-006 DAMP 0.03 END DEFINE MATERIAL UNIT INCHES KIP MEMBER PROPERTY AMERICAN 166 TO 305 PHIS YD 0.1 ZD 0.5 UNIT FEET KIP MEMBER PROPERTY AMERICAN 306 TO 333 UPTABLE 1 TS252512GA UNIT INCHES KIP MEMBER PROPERTY AMERICAN 1 TO 165 UPTABLE I TS222212GA 334 TO 453 UPTABLE I TS222212GAD12 454 TO 513 UPTABLE 1 TS252512GA112 UNIT FEET KIP CONSTANTS MATERIAL STEEL ALI. SUPPORTS 1 TO 30 PINNED UNIT INCHES KIP LOAD 1 LOADTYPE Dead TITLE DEAD UNIT FEET KIP FLOOR LOAD _LROOF FLOAD -0.001 GY INCLINED RROOF FLOAD -0.001 GY INCLINED SELFWEIGHT Y -I LOAD 2 LOADTYPE Snow TITLE SNOW FLOOR LOAD _LROOF FLOAD -0.0168 GY INCLINED RROOF FLOAD -0.0168 GY INCLINED LOAD 3 LOADTYPE Wind TITLE WINDIP FLOOR LOAD _LWALL FLOAD 0.0039 GX _RWALL FLOAD 0.0041 GX _LROOF FLOAD -0.0125 GY INCLINED _LROOF FLOAD 0.0031.3 GX INCLINED _RROOF FLOAD 0.01135 GY INCLINED RROOF FLOAD 0.00284 GX INCLINED LOAD 4 LOADTYPE Wind TITLE WINDIN FLOOR LOAD _LWALL FLOAD 0.0056 GX _RWALL FLOAD 0.0034 GX _LROOF FLOAD 0.0147 GY INCLINED LROOF FLOAD-0.00369,GX INCLINED _RROOF FLOAD 0.00456 GY INCLINED _RROOF FLOAD 0.00114 GY. INCLINED UNIT INCHES KIP LOAD COMB 5 D -LR 1 1.0 2 1.0 LOAD COMB 6 D+W1P 1 1.0 3 1.0 LOAD COMB 7 D+W2P 1 1.0 4 1.0 LOAD COMB 8 D+0.75W1P+0.75LR 1 1.0 3 0.75 2 0.75 LOAD COMB 9 Ot0.75W1N+0.75LR 1 1.0 4 0.75 2 0.75 LOAD COMB10 0.6D+W1P 1 0.6 3 1.0 LOAD COMB 11 0.6D+WIN 1 0.6 4 1.0 .PERFORM ANALYSIS DEFINE ENVELOP 5 TO 11 ENVELOP 1 TYPE STRESS END DEFINE ENVELOP LOAD LIST 5 TO 11 PARAMETER 1 CODE AISC FYLD 50 ALL SI -O 8 / 09 .U— A & A ENGINEERING Section 1. 08-0 lyr (in') I„ fn') OB -033-0055 s SO -E 1 1 19 gig, Civil - Structural Rec10.10A0.50 0.050 0.001 0.000 vbl eeo»„le Ica,eW b A 6 A EI{ryqulne TS252512GA 1.042 JI+' Nb California Carports 0.995 1ip1 4 TS222214GA By IZM 011102118108 01,C CA 0-1 American Stool Carports, Inc. 0.564 Flb 30ft 40psf_E.std oebrrvm 18 -Feb -200811:38 Job Information TS252514GA 0.802 Engineer Checked Approved 1.172 STEEL Name: IZM OA TS222214GAD74 1.439 Date: 02/18108 02I78f08 1.474 1.000 STEEL Structure Type I SPACE FRAME TS252512GA174 1.762 Number of Nodes 1 1154 1 Highest Node 1154 +W2N of Elements 752 Highest Beam 752 !Nomber Number of Plates 1096 1 Highest Plate 6095 Number of Basic Load Cases 6 Number of Combination Load Cases 1 13 Included in fhis nnloul are dafe (or: Grou G11: SDMEMBERS Included in this >rinlout are results /or load cases: ' Type LIC Name Combination 7 DAR Combination 6 D+W1P Combination 9 D+W2P Combination 10 D+W1N L Combination 11 D+W2N Combination 12 D+0.75W1P+0.75LR Combination 13 D+0.75W1N+0.75LR Combination 74 D+0.75W2P+0.75LR Combination 15 D+0.75W2N+0.75LR Combination 16 0.60+W1P Combination 17 O.6D+W2P Combination 18 2.6D+W2P Combina0on 19 O.60 rt)u1L Section Area Un) lyr (in') I„ fn') J Materiel 0n- ) 2 Rec10.10A0.50 0.050 0.001 0.000 0.000 STEEL 3 TS252512GA 1.042 0.995 0.995 1.490 STEEL 4 TS222214GA 0.719 0.564 0.564 0.045 STEEL 5 TS252514GA 0.802 0.782 0.782 1.172 STEEL 6 TS222214GAD74 1.439 1.126 1.474 1.000 STEEL 7 TS252512GA174 1.762 1.559 1.559 +W2N reA1Prt009 rcea SIAAU.iremf WlllaOW9 KBIBasetWe ...._.._.._ A& A ENGINEERING JObNu $lenlal ao.. O -E 2 119 Civil -Structural 08-033-0055-6 S nbl selmee IlCwrooO b A e A ercolv.11,a um nm California Corporis em Section Properties Prop Plate Thickness Prop Node A Node B Node C Node D Materiel (in) (in) (in) (in) 1 0.017_L_0.0171_ Section Area Un) lyr (in') I„ fn') J Materiel 0n- ) 2 Rec10.10A0.50 0.050 0.001 0.000 0.000 STEEL 3 TS252512GA 1.042 0.995 0.995 1.490 STEEL 4 TS222214GA 0.719 0.564 0.564 0.045 STEEL 5 TS252514GA 0.802 0.782 0.782 1.172 STEEL 6 TS222214GAD74 1.439 1.126 1.474 1.000 STEEL 7 TS252512GA174 1.762 1.559 1.559 2.335 STEEL 0.017 0.017 STEEL A& A ENGINEERING �'� Civil - Structural a .. Ilt ,, bA A A Elplmuq ko T�ry California Caw is c-1 American Steel Carports. Inc. Materials Mat Name E (kiplin) v Denslly (kiplino) u 1 STEEL 29E 3 0.300 0.0001 3.61E-6 2 STAINLESSSTEEL 28E 3 0.300 0.000 5.5E-6 3 ALUMINUM 10E 3 0.330 0.000 7.11E-6 4 CONCRETE 3.15E 3 0.170 0.0001 3.06E-6 Basic Load Cases Number Name 1 DEAD 2 SNOW 3 WINDIP 4 WINDIN 5 WIND2P 6 WIND2N Combination Load Cases r 08-033-0055-6[ SO -E3/19 N.. Pm RW ey IZM W-02118108 gyne OA Fib 30f1_40paf_E.etd --rh- 18 -Feb -2008 11:38 Comb. Combination UC Name Primary Primary UC Name Factor 7 D -LR 1 DEAD 1.00 DEAD 0.60 2 SNOW 1.00 8 D+W1P 1 DEAD 1.00 Max 6 3 WINDIP 1.00 9 D+W2P 1 DEAD 1.00 MaxY 261 4 WINDIN 1.00 10 D+WIN 1 DEAD 1.00 Min Y 261 5 WIN02P 1.00 11 D•W2N 1 DEAD 1.00 MaxZ 987 6 WIND2N 1.00 12 D+0.75W1P+0.75LR 1 DEAD 1.00 Min 1074 3 WINDIP 0.75 -1.175 1.175 2 SNOW 0.75 13 D•0.75W1N+0.75LR 1 DEAD 1.00 0.827 0.827 4 WINDIN 0.75 MinrX 980 2 SNOW 0.75 14 0+0.75W2P+0.75LR 1 DEAD 1.00 Max rY 130 5 WIND2P 0.75 0.037 0.038 2 SNOW 0.75 15 D+0.75W2N+0.75LR 1 DEAD 1.00 0.036 0.040 6 WIND2N 0.75 Max rZ 514 2 SNOW 0.75 16 0.6D+WlP 1 DEAD 0.60 Min rZ 265 3 WINDIP 1.00 17 0.6D+W2P 1 DEAD 0.60 1 R IT4,Wdo: 1AA1M0811:18 STAAD.Pro for Windows Release 2006 I PNWRuladle A & A ENGINEERING Civil- Structural Adlxc.0 I1-" m A A A Ener M m Rao California Carports Cuda American Slee) Carports, Inc. Combination Load Cases Cont... Xb NoeAwl No Ra. 08-0334055-0 SO -E 4119 111.1 RW By IZM Do102118108 cno OA F10 30ft 40psf E.std - 18 -Feb -2008 11:38 Comb. Combination UC Namo Primary Primary UC Name Factor Y (in) 4 WINDIN 1.00 18 0.60•W2P 1 DEAD 0.60 7:D+LR 5 WINDY 1.00 19 0.6D•W2N 1 DEAD 0.60 Max 6 WIND2N 1.00 Node Displacement Summar Beam Maximum Forces by Section Property Node UC X (in) Y (in) Z Resultant (in) (in) rX (red) rY (rad) rZ (rad) Max X 870 7:D+LR 0.643 0.000 0.000 1 0.643 -0.0001 0.000 70-00- .000MinX Max 711 7:D+LR -0.643 0.000 0.0001 0.643 -0.000 -0.000 -0.000 MaxY 261 16:0.6D•W1P -0.067 1.013 0.000 1.016 0.000 0.000 -0.002 Min Y 261 7:0+LR 0.046 -1.590 0.000 1.590 0.000 -0.000 -0.002 MaxZ 987 8:D+W1P 0.003 0.002 1.699 1.699 -0.000 0.005 0.000 Min 1074 B:D+W1P 0.004 0.001 -1.175 1.175 0.002 0.000 -0.000 Max rX 991 8:D+W1P 0.001 0.001 0.827 0.827 0.027 0.002 -0.000 MinrX 980 8:D+W1P 0.013 0.002 0.801 0.801 -0.026 -0.007 -0.000 Max rY 130 16:0.6D+W 1P 0.004 0.004 0.037 0.038 -0.0251 0.007 -0.000 Min rY 126 16:0.6D•W 1P 0.017 0.003 0.036 0.040 0.000 Max rZ 514 7:D+LR 0.180 -0.682 0.000 0.706 0.000 0.018 Min rZ 265 7:D+LR -0.180 -0.682 0.000 0706 *-0.025-0.007 -0.000 -0.018 Max Rat 987 8O+W1P 0.003 0.002 1.699 1.699 0.005 0.000 Beam Maximum Forces by Section Property rA.mmm� 111n CTAAn Pm Mr Wind. AIM- pDRR HuH Ru10 d 19 Axial Shear Torsion Bending Section Max Fx (kip) Max Fy (kip) Max Fz (kip) Max Mx (kip in) Max My (kip'in) Max Mz (kip in) TS252512GA Max +ve 4.443 0.135 1.250 4.348 18.385 1.358 Max •ve -6.856 -0.080 -1.251 -4.337 •18.398 -1.056 TS222214GA Max +ve 1.792 0.241 0.127 0.240 1.430 7.290 Max -ve -0.977 -0.317 -0.127 -0.240 -1.430 -6.860 TS252514GAMax+ve 2.940 0.090 0.337 1.189 10.735 1.167 Max -ve •3.045 -0.090 -0.269 -1.191 -13.308 -1.167 TS222214GAD14 Max +ve 1.026 0.482 0.013 0.460 0.178 14.576 Max -ve -0.740 -0.292 -0.013 -0.460 -0.178 •9.445 TS252512GAI14 Max+ve 2.1431 0.261 0.057 0.210 0.844 1 14.585 Max-ve •1.199 -0.261 -0.057 -0.210 -0.843 •14.585 rA.mmm� 111n CTAAn Pm Mr Wind. AIM- pDRR HuH Ru10 d 19 A & A ENGINEERING Jo°"° Civil - Structural 08-033-0055.6 SO -E 5119 SWa 9liuuoemAAAElg V .wetmo California Carports R"1 By IZM 0p102118108 OA 'x"4 American Steel Carports, Inc. FII° 301t_40ps1_E.std 1--b- 18 -Feb -2008 11:38 Reaction Summa Failure Ratio Beam alysis!!Propa slgmf[Propert Horizontall Vertical Horizontal Ax (in') Moment Bf (in) I. (in ) Node UC FX (kip) FY (kip) FZ (kip) MX (kip'in) MY (kipin) MZ (kipin) Max FX 31 7:D+LR 0.274 2.743 0.001 0.000 0.000 0.000 Min FX 31 17:0.60+W2P -0.681 -0.893 -0.169 0.000 0.000 0.000 Max FY 4 7:0+LR -0.043 2.895 1.720 0.000 0.000 0.000 Min FY 27 16:0.60+W 1P -0.218 -1.655 0.622 0.000 0.000 0.000 Mex FZ 6 7:D+LR -0.059 0.024 2.069 0.000 0.000 0.000 Min FZ 26 7:0+LR -0.060 0.022 .2.071 0.000 0.000 0.000 Max MX 3 7:D+LR 0.043 2.895 1.720 0.000 0.000 0.000 Min MX 3 7:D+LR - 0.043 2.895 1.720 0.000 0.000 0.000 Max MY 3 7:0+LR 0.043 2.895 1.720 0.000 0.000 0.000 Min MY 3 7A+LR 0.043 2.895 1.720 0.000 0.000 0.000 Max MZ - 3 7:D+LR 0.043 2.895 1.720 0.000 0.000 0.000 Min MZ 3 7:0+LR 0.043 2.895 1.720 0.000 0.000 0.000 Failure Ratio Beam alysis!!Propa slgmf[Propert Ratio - Ay (in') Az (in') Ax (in') D. (in) Bf (in) I. (in ) ily n ) (Ix in') 86 TS252512GA TS252512GA 0.039 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 88 TS252512GA TS252512GA 0.039 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 90 TS252512GA TS252512GA 0.039 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 92 TS252512GA TS252512GA 0.038 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 97 TS252512GA TS252512GA 0.046 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 100 TS252512GA TS252512GA 0.054 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 101 TS252512GA TS252512GA 0.052 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 102 TS252512GA TS252512GA 0.046 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 103 TS252512GA TS252512GA 0.060 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.49000 104 TS252512GA TS252512GA 0.059 0.545 0.545 1.042 2.500 2.5 0.995 0.995 1.490 105 TS252512GA TS252512GA 0.066 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 106 TS252512GA TS252512GA 0.245 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 107 TS252512GA TS252512GA 0.150 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 108 TS252512GA TS252512GA 0.245 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 109 TS252512GA TS252512GA 0.150 0.545 0.545 1.042 2.500 2.500 .0.995 0.995 1.490 110 TS252512GA TS252512GA 0.241 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 tt1 TS252512GA TS252512GA 0.156 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 112 TS252512GA TS252512GA 0.241 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 113 TS252512GA TS252512GA 0.156 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 114 TS252512GA TS252512GA 0.022 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 115 TS252512GA TS252512GA 0.042 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 116 TS252512GA TS252512GA 0.047 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 117 TS252512GA TS252512GA 0.043 0.545 0.545 1.042 2.500 2.5 00 .0.995 0.995 1.490 118 TS252512GA TS252512GA 0.035 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 119 TS252512GA TS252512GA 0.025 0.545 0.545 1 .042 2.500 2t() 0.995 0.995 1.490 120 TS252512GA TS252512GA 0.016 0.545 0.545 1.042 2.5001 2.5001 0.995 0.995 1.490 121 TS252512GA TS252512GA 0.012 0.545 0.545 1.042 2.5001 2.5001 0.995 0.995 1.490 P R -5d 19 P4A & A ENGINEERING ''' Civil - Structural smnxx°ixcam°mAAAela�w°.�9 08-033-0055-6 SO -E 6119 Part .loo lm" California Carports + RW By IZM °°"02118108 CW OA G1pi" American Steel Carports, Inc. F'm 30f1_40psf_E.atd 0"Mlb-18-Fob-200811:38 Failure Ratio Cont..: r Beam alyslsf:Prope algnllPropeR Ratio Ay (ln') Az (n`) Ax (in') Dw (in) 81 (In) Iz (in') ly (in') Ix (iii ) 122 TS252512GA TS252572GA 0.012 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 123 TS252512GA TS252512GA 0.022 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 124 TS252512GA TS252512GA 0.033 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 125 TS252512GA TS252512GA 0.044 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 126 TS252512GA TS252512GA 0.059 0.545 0.545 1.042 2.500 2.500 0.995 0.995 .1.490 127 TS252512GA TS252512GA 0.018 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 128 TS252512GA TS252512GA 0.042 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 129 TS252512GA TS252512GA 0.047 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 _ 130 TS252512GA TS252512GA 0.043 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 '131 TS252512GA TS252512GA 0.035 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 132 TS252512GA TS252512GA 0.025 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 133 TS252512GA TS252512GA 0.015 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 134 TS252512GA TS252512GA 0.011 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 135 TS252512GA T5252512GA 0.012 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 136 TS252512GA TS252512GA 0.022 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 137 TS252512GA TS252512GA 0.033 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 138 TS252512GA TS252512GA 0.044 0.545 0.545 1.042 2.500 2.500 0.995 0.995 7.490 139 TS252512GA TS252512GA 0.060 0.545 0.545 .1.042 2.500 2.500 0.995 0.995 1.490 140 TS252512GA TS252512GA 0.605 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 141 TS252512GA TS252512GA 0.251 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 142 TS252512GA TS252512GA 0.174 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 143 TS252512GA TS252512GA 0.142 0.545 0.545 1.042 2.500 2.500. 0.995 0.995 1.490 144 TS252512GA TS252512GA 0.082 0.545 0.545 1.042 �. 2.500 2.500 0.995 0.995 1.490 145 TS252512GA TS252512GA 0.055 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 146 TS252512GA TS252512GA 0.775 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 747 TS252512GA TS252512GA 0.228 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 748 TS252512GA TS252512GA 0.172 0.545 0.545 7.042 2.500 2.500 0.995 0.995 1.490 149 TS252512GA TS252512GA 0.144 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 150 TS252512GA TS252512GA 0.085 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 151 TS252512GA TS252512GA 0.057 0.545 0.545 1.042 .2.500 2.500 0.995 0.995 1 1.490 152 TS252512GA TS252512GA 0.773 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 153 TS252572GA TS252512GA 0.228 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 154 TS252512GA TS252512GA .0.172 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 155 TS252512GA TS252512GA 0.144 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 156 TS252512GA TS252512GA 0.085 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 157 TS252512GA TS252512GA 0.057 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 158 TS252512GA TS252512GA 0.605 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 0.995 ` 0.995 1.490 159 TS252512GA TS252512GA 0.251 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 760 TS252512GA TS252512GA 0.174 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 161 TS252512GA TS252512GA 0.143 0.545 0.545 1.042 2.500 2.500 .0.995 - 0.995 1.490 162 TS252512GA TS252512GA 0.082 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 163 TS252512GA TS252512GA 0.055 0.545 0.545 7.042 2.500 2.500 0.995 0.995 1.490 164 TS252512GA TS252512GA 0.097 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 165 TS252512GA TS252512GA 0.086 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 166 TS252512GA TS252512GA 0.112 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 167 TS252512GA TS252512GA PrW rmo�nm: IW2rJW 11:N STAAO.Pro for Windows Release 2006 Print Rut Bel 19 f • , A 0.130 0.545 0.545 1.042 2.500 2.500 0.995 ` 0.995 1.490 f • , A A &A ENGINEERING Civil - Structural aomA..o Ir..naur b A A A Enp.uuuq Calilomia Carports Amorican Steel Carports, Inc. Failure Ratio Cont... 08-033-0055-6 SO -E 7119 " Pm, Rul 8r IZM o'"2118108 cas OA Efb 301t_40ps1_E.sld Dp1pll"° 18 -Feb -2008 11:38 Beam alysisi:Prope sigm Property Ratio Ay (in') Az (0) Az (ix�) Ow (in) BI (ix) Iz (i^ 1 ly 0� 1 Ix (in') 168 TS252512GA TS252512GA 0.167 1.042 2.500 2.500 0.995 0.995 7.490 1.042 2.500 2.500 0.995 0.995 1.490 08-033-0055-6 SO -E 7119 " Pm, Rul 8r IZM o'"2118108 cas OA Efb 301t_40ps1_E.sld Dp1pll"° 18 -Feb -2008 11:38 Beam alysisi:Prope sigm Property Ratio Ay (in') Az (0) Az (ix�) Ow (in) BI (ix) Iz (i^ 1 ly 0� 1 Ix (in') 168 TS252512GA TS252512GA 0.167 0.545 0.545 I>ula"' 18 -Feb -2008 11:38 Failure Ratio Cont... 169 TS252512GA TS252512GA 0.019 0.545 0.545 Beam alysls':!Prope algn::Propert Redo Ay (in') Az (In') 170 TS252512GA TS252512GA 0.042 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 171 TS252512GA TS252512GA 0.047 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 172 TS252512GA TS252512GA 0.043 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 173 TS252512GA TS252512GA 0.035 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 174 TS252512GA TS252512GA 0.025 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 175 TS252512GA TS252512GA 0.016 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 176 TS252512GA TS252512GA 0.013 . 0.545 0.545 1.042 2.500 2.500 0.995 . 0.995 1.490 177 TS252512GA TS252512GA 0.013 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 178 TS252512GA TS252512GA 0.022 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 179 TS252512GA TS252512GA 0.033 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 180 TS252512GA TS252512GA 0.044 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 181 TS252512GA TS252512GA - 0.060 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 183 TS252512GA TS252512GA 0.111 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 184 TS252512GA TS252512GA 0.082 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 185 TS252512GA TS252512GA 0.107 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 186 TS252512GA TS252512GA 0.127 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 187 TS252512GA TS252512GA 0.167 ..0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 188 TS252512GA TS252512GA 0.096 0.545 0.545 1.042 2.500 2.500 '0.995 0.995 1.490 189 TS252512GA TS252512GA 0.082 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 190 TS252512GA TS252512GA 0.107 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 191 TS252512GA TS252512GA 0.127 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 192 TS252512GA TS252512GA 0.167 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 193 TS252512GA TS252512GA 0.017 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 194 TS252512GA TS252512GA 0.042 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 195 TS252512GA TS252512GA 0.047 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 196 TS252512GA TS252512GA 0.043 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 197 TS252512GA TS252512GA 0.035 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 198 TS252512GA TS252512GA 0.025 .0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 199 TS252512GA TS252512GA 0.016 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 200 TS252512GA TS252512GA 0.011 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 201 TS252512GA TS252512GA 0.011 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 202 TS252512GA TS252512GA 0.022 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 203 TS252512GA TS252512GA - 0.033 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 204 TS252512GA TS252512GA 0.044 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 205. TS252512GA TS252512GA 0.059 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 207 TS252512GA TS252512GA 0.090 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 208 TS252512GA TS252512GA 0.086 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 209 TS252512GA TS252512GA 0.112 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 210 TS252512GA TS252512GA 0.130 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 211 TS252512GA TS252512GA 0.167 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 212 122525122A TS252572GA 0.040 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 213 TS252572GA TS252512GA 0.048 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 214 TS252512GA TS252512GA 0.033 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 216 TS252512GA TS252512GA 0.031 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 A & A ENGINEERING t�o Civil - Structural eanmuotk ,. bAAA E.ghuuu..g 08-033-0055-6 SO -E 8 119 Pm. ,qo fi- C.U.N. Carpolls • Rol sr 17M x'-02118108 am OA a1p1' American Steel Carports, Inc. E"" 3011 40ps1 Estd I>ula"' 18 -Feb -2008 11:38 Failure Ratio Cont... Beam alysls':!Prope algn::Propert Redo Ay (in') Az (In') As (in') Dw (in) BI (in) Iz (in') • ly (In') Iz (in') 217 TS252512GA TS252512GA 0.041 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 218 TS252512GA TS252512GA 0.036 0.545 0.545 7.042 2.500 2.500 0.995 0.995 1.490 220 TS252512GA TS252512GA 0.033 0.545 0.545 1.042 2.500 "2.500 0.995 0.995 1.490 221 TS252512GA TS252512GA 0.068 0.545 0.545 1.042 .2.500 2.500 0.995 0.995 7.490 222 TS252512GA TS252512GA 0.027 0.545 0.545 1.042 2.500 2.500 0.995 0.995 7.490 223 TS252512GA TS252512GA 0.060 0.545 0.545 1.042 2.500 2.500 0.995 .0.995 7.490 224 TS252512GA TS252512GA 0.034 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 225 TS252512GA TS252512GA 0.060 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 226 TS252512GA TS252512GA 0.034 0.545 0.545 7.042 2.500 2.500 0.995 0.995 1.490 227 TS252512GA TS252512GA 0.051 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 228 TS252512GA TS252512GA 0.027 0.545 0.545 1.042 - 2.500 2.500 0.995 0.995 1.490 229 229 TS252572GA TS252512GA 0.062 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 230 TS252572GA TS252512GA 0.034 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 232 TS252512GA 75252512GA 0.154 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 233 TS252512GA TS252512GA 0.155 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 234 TS252512GA TS252512GA 0.155 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 235 TS252512GA TS252512GA 0.154 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 236 TS222274GA TS222274GA 0.169 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 •237 TS222274GA TS222274GA 0.784 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 238 TS222274GA TS222274GA 0.322 0.373 0.373 0.779 2.250 2.250 0.564 0.564 0.845 239 TS222274GA TS222274GA 0.322 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 240 TS222274GA TS222274GA. 0.141 0.373 0.373 0.719 2.250 2.250 0.560 0.564 0.845 241 TS222274GA TS222274GA 0.122 0.373 0.373 0.719 2.250 2.250 0.560 0.564 0.845 242 TS222274GA TS222274GA 0.127 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 243 TS222274GA TS222274GA 0.370 0.373 0.373 0.719 2.250 0.564 0.564 0.805 244 TS222274GA TS222274GA 0.370 0.373 0.373 0.719 2.250 0.564 0.560 0.845 245 TS222274GA TS222274GA. 0.145 0.373 0.373 0.719 2.250 0.567 0.564 0.845 246 TS222274GA TS222274GA 0.149 0.373 0.373 0.719 K2�250 2.250 0.564 0.564 0.845 247 TS222274GA TS222274GA 0.138 0.373 0.373 •0.719 2.2500.5640.564 O.B45 248TS222274GA TS222274GA 0.415 0.3730.3730.7192.2500.564 0.564 0.845 249TS222274GA TS222274GA 0.415 '0.3730.3730.7192.2500.564 0.564 0.845 250TS222274GA TS222274GA 0.145 0.3730.3730.719. 2.250 0.564 0.564 0.845 251 TS222274GA TS222274GA 0.180 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 252 TS222274GA TS222274GA 0.180 0.373 0.373 0.719 2.250 2.250 0.564 0.560 0.845 253 TS222274GA TS222274GA 0.449 0.373 0.373 0.719 2.250 2.250 .0.564 0.560 0.845 0.373 0.373 254 TS222274GA TS222274GA 0.449 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 0.719 2.250 255 TS222274GA TS222274GA 0.144 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 2.250 0.564 256 TS222274GA TS222274GA 0.214 0.373 0.373 0.719 2.250 2.250 0.560 0.564 0.845 257 TS222274GA TS222274GA 0.214 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 258 TS222274GA TS222274GA 0.074 0.373 0.373 0.719 2.250 2.250 0.560 0.560 0.845 259 TS222274GA TS222274GA 0.474 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 260 TS222274GA TS222274GA 0.142 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 261 TS222274GA TS222274GA 0.234 0.373 0.373 0.719 2.250 2.250 0.564 0.561 0.845 262 122222742 A TS222274GA 0.234 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 263 T5222214GA TS222274GA 0.487 0.373 0.373 0.719 2.250 2.250 0.564 0.560 0.845 264 TS222274GA TS222274GA 0.487 0.373 0.373 0.719 2.250 2.250 0.564 0.560 0.845 A & A ENGINEERING M '', A & A ENGINEERING ■/� �'� Structural JaONo 6 08-033-0055 6 s.w -E 91 19 No .SO 08-033-0055-6 SO•E 101 19 Civil - Structural LLLL��1111 Civil - Pal 9°aan°0uvu°ab A6 AErginopov Pwl �Oca WA$A&Ol try "liw California Cmpolts Rol .bD na- California Carports 1iA ' - - ar IZM O0h02118108 d1O OA 0r IZM • °°"02/18108 0'0 OA Cl:.0 Ameiiwn Steel Carpolta, IncIF!'- 30ft_40paf_E.sld a"wl""' 18 -Feb -2008 11:38 u"'" American Sleet Carports, Inc. r'm 30ft_40psf_E.std na01R•"" 18 -Fob -2008 11:38 Failure Ratio Cont... Failure Ratio Cont... Beam grialysisilProperl slqn:TProperP Ratio Ay Az Aa 0. BI Iz ly Ix Beam alysls:lPrope signioPropert Ratio Ay Az As 0w Bf Iz ty la (ins) pw) (in' I lin) 1 lin) (i�) (i�) (i�) - -(in On') (in') lin) (in) (i") (i^) (in') 265 TS222214GA TS222214GA 0.140 0.373 0.3731 0.719 2.250 1 2.2501 0.564 0.564 0.845 311 1 TS222214GA TS222214GA 1 0.240 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 266 TS222214GA TS222214GA 0.241 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 312 TS222214GA TS222214GA 1 0.229 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 267 TS222214GA TS222214GA 0.241 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 313 TS222214GA TS222214GA 0.426 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 268 TS222214GA TS222214GA 0.490 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 314 TS222214GA TS222214GA 0.201 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 269 TS222214GA TS222214GA 0.490 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 315 TS222214GA TS222214GA 0.272 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 270 TS222214GA TQ922214GA 0.137 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 316 TS222214GA TS222214GA 0.260 0.3731 0.373 0.719 2.250 2.250 0.564 0.564 0.845 271 TS222214GA TS222214GA 0.234 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 317 TS222214GA TS222214GA 0.439 0.3731 0.373 0.719 2.250 2.250 0.564 0.564 0.845 , 272 TS222214GA TS222214GA 0.234 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 318 TS222214GA TS222214GA 0.209 0.373 0.373 0.719 2.250 2.250 0.564 45 273 TS222214GA TS222214GA 0.487 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 319 TS222214GA TS222214GA 0.294 0.373 1 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 • 274 TS222214GA TS222214GA 0.487 0.373 0.373 1' 0.719 2.250 2.250 0.564 0.564 0.845 320 TS222214GA TS222214GA 0.283 0.373 0.3731 0.719 2.250 2.2501 0.564 0.564 0.845 - 275 TS222214GA TS222214GA 0.140 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 321 TS222214GA TS222214GA 0.445 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 • 276 TS222214GA TS222214GA 0.214 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 322 TS222214GA TS222214GA 0.213 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 277 TS222214GA TS222214GA 0.214 0.373 0.373 1 0.719 2.250 2.250 0.564 0.564 0.845 323 TS222214GA TS222214GA 0.306 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 278 TS222214GA TS222214GA 0.474 0.373 0.373 1 0.719 2.250 2.250 0.564 0.564 0.845 1 324 TS222214GA TS222214GA 0.297 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 279 TS222214GA TS222214GA 0.474 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 325 TS222214GA TS222214GA 0.443 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 280 TS222214GA TS222214GA 0.142 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 326 TS222214GA TS222214GA 0.212 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 281 TS222214GA TS222214GA _ 0.180 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 •327 TS222214GA TS222214GA 0.309 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 282 TS222214GA TS222214GA 0.180 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 328 TS222214GA TS222214GA 0.302 0.3731 0.373 0.719 2.250 2.250 0.564 0.564 0.845 283 TS222214GA TS222214GA 0.450 0.373 1 0.373 0.719 2.250 2.250 0.564 0.564 0.845 329 TS222214GA TS222214GA 0.445 0.373 1 0.373 0.719 2.250 2.250 0.564 0.564 0.845 284 TS222214GA TS222214GA 0.450 0.373 1 0.373 0.719 2.250 2.250 0.564 0.564 0.645 330 TS222214GA TS222214GA 0.213 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 285 TS222214GA TS222214GA 0.144 0.373 1 0.373 0.719 2.250 2.250 0.564 0.564 0.845 331 TS222214GA TS222214GA 0.306 0.373 0.373 0.719 2.2501 2.2501 0.564 0.564 0.845 206 TS222214GA TS222214GA 0.149 0.373 1 0.373 0.719 2.250 2.250 0.564 0.564 1 0.8451 332 TS222214GA TS222214GA 0.297 0.373 0.373 0.719 2.2501 2.250 0.564 0.564 0.845 287 TS222214GA TS222214GA 0.138 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 333 TS222214GA TS222214GA 0.439 0.373 0.373 0.719 2.250 1 2.250 0.564 0.564 0.845 288 TS222214GA TS222214GA 0.415 0.373 0.3731 0.719 2.250 1 2.250 0.564 0.564 0.845 334 TS222214GA TS222214GA 0.209 0.373 0.373 0.719 2.250 1 2.250 0.564 0.564 0.845 289 TS222214GA TS222214GA 0.415 0.373 0.373 1 0.719 2.250 1 2.250 1 0.564 0.564 0.845 335 TS222214GA TS222214GA 0.294 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 290 TS222214GA TS222214GA 0.145 0.373 0.373 1 0.719 2.250 1 2.250 0.564 0.564 0.845 336 TS222214GA TS222214GA 0.283 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 291 TS222214GA I TS222214GA 0.123 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 337 TS222214GA TS222214GA - 0.426 0.373 0.373 1 0.719 2.250 2.250 0.564 0.564 0.845 292 TS222214GA TS222214GA 0.128 0.373 0.373 0.719 2.250 2.2501 0.564 0.564 0.845 338 TS222214GA TS222214GA 0.201 0.373 1 0.373 1 0.719 2.250 2.250 0.564 0.564 0.845 293 TS222214GA TS222214GA 0.371 0.373 0.373 0.719 2.250 2,2501 0.564 0.564 0.845 339 TS222214GA TS222214GA 0.272 0.373 1 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 • 294 TS222214GA TS222214GA 0.371 0.373 0.373 0.719 2.250 2.250 0.564 1 0.564 0.845 340 TS222214GA TS222214GA 0.260 0.3731 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 295 TS222214GA TS222214GA 0.145 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 341 TS222214GA TS222214GA 0.409 0.373 0.373 1 0.719 2.250 2.250 0.564 0.564 0.845 296 TS222214GA TS222214GA 0.168 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 342 TS222214GA TS222214GA 0.189 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 297 TS222214GA TS222214GA 0.186 0.373 0.3730.719 2.250 2.250 0.564 0.564 0.845 343 TS222214GA TS222214GA 1 0.240 0.373 0.3731 0.719 2.250 1 2.250 0.564 0.564 0.845 _ • 298 TS222214GA TS222214GA 0.322 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 344 TS222214GA TS222214GA 1 0.229 0.373 0.3731 0.719 2.2501 2.250 0.564 0.564 0.845 - - 299 TS222214GA I TS222214GA 0.322 0.373 0.3731 0.719 2.250 2.250 0.564 0.564 0.845 345 TS222214GA TS222214GA 1 0.389 0.373 0.373 1 0.719 2.2501 2.250 0.564 0.564 0.845 1 ' - 300 TS222214GA TS222214GA 0.139 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 346 TS222214GA TS222214GA _ 0.175 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 301 GA TS222214GA 0.379 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 ' 347 TS222214GA TS222214GA 0.205 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 302 4GA TS222214GA 0.180 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 348 TS222214GA TS222214GA 0.193 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 - • 303 4GA TS222214GA 0.178 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 349 TS222214GA TS222274GA. 0.378 0.373 0.373 0.779 2.250 2.250 0.564 0.564 0.845 304 4GA TS222214GA 0.171 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 350 TS222214GA TS222214GA 0.180 0.373 0.373 0.719 2.250 2.250 0.564 0.5640.845 305 VTS222214GA 4GA TS222274GA 0.369 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 351. TS222214GA TS222214GA 0.179 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845306 4GA TS222214GA 0.175 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 352 TS222214GA TS222214GA 0.175 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 307 4GA TS222214GA 0.205 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 353 TS222214GA TS222214GA 0.378 0.373 0.373 0.719 2.250 2.250 0.564 0.564 O.B45 308 4GA TS222214GA 0.193 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 354 TS222214GA TS222214GA 0.180 0.373 0.373 0.719 2.250 2.250..84309 4GA TS222274GA 0.409 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 355 TS222214GA TS222214GA 0.179 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 • 310 TS222214GA TS222214GA 0.189 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 356 TS222214GA TS222214GA 0.169 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 fAW ansa-: laNirm 1 :a STAAD.Pro for Windows Release 2006 - P1W 14-9a is Priv il°o - 1sAvmm 11M STAAD.Pro for Windows Release 2006 F1W R-10 a 19 A &A ENGINEERING. �. Civil - Structural 6dKuo I- b A A A E,ph-V xnluto California Carports Q1iitl American Sleel Carports, Inc. Failure Ratio Cont... 08-033-0055-6 SO -E 11 1 19 no. Pb1 Ra By IIM U-07/78108 C'110OA FW 300_40psf_E.sld oAbrrm„ 18 -Feb -2008 11:38 Beam nalysisliProperl ?esIqn1,Propert,Ratio Ay (in) Az (int) Az (in-) Ow (in) at (in) Iz yn) ly (161) Iz (in') 357 TS222214GA TS222214GA 0.389 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 358 TS222214GA TS222214GA 0.175 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 359 TS222214GA TS222214GA 0.205 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 360 TS222214GA TS222214GA 0.193 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 361 TS222214GA TS222214GA 0.409 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 362 TS222214GA TS222214GA 1 0.189 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 363 TS222214GA TS222214GA 0.240 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 364 TS222214GA TS222214GA 0.229 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 365 TS222214GA TS222214GA 0.426 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 366 TS222214GA TS222214GA 0.201 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 367 TS222214GA TS222214GA 0.272 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 368 TS222214GA TS222214GA 0.261 0.373 0.373-0.719 2.500 2.250 2.250 0.564 0.564 0.845 369 TS222214GA TS222214GA 0.439 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 370 TS222214GA TS222214GA 0.209 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 371 TS222214GA TS222214GA 0.294 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 372 TS222214GA TS222214GA 0.283 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 373 TS222214GA TS222214GA 0.445 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 374 TS222214GA TS222214GA 0.213 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 375 TS222214GA TS222214GA 0.306 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.645 376 TS222214GA TS222214GA 0.297 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 377 TS222214GA TS222214GA 0.443 0.373 0.373 0.719 2.250 2.250 • 0.564 0.564 0.845 378 TS222214GA I TS222214GA 0.212 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 379 TS222214GA TS222214GA 0.309 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 380 TS222214GA TS222214GA 0.302 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 381 TS222214GA TS222214GA 0.445 0.373 0.373 0.719 2.250 .2.250 0.564 0.564 0.845 382 TS222214GA TS222214GA 0.213 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 383 TS222214GA TS222214GA 0.306 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 384 TS222214GA TS222214GA 0.297 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 385 TS222214GA TS222214GA 0.439 0.3731 0.373 0.719 2.250 2.250 0.564 0.564 0.845 386 TS222214GA TS222214GA 0.209 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 387 TS222214GA TS222214GA 0.294 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 368 TS222214GA TS222214GA 0.283 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 389 TS222214GA TS222214GA - 0.426 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 390 TS222214GA TS222214GA 0.201 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 391 TS222214GA TS222214GA 0.272 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 392 TS222214GA TS222214GA 0.260 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 393 TS222214GA TS222214GA 0.409 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 394 TS222214GA TS222214GA 0.189 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 395 TS222214GA TS222214GA 0.240 0.373 0.373 0.719 2.250 2.250 0.564 1 0.564 0.845 396 TS222214GA TS222214GA 0.229 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 397 TS222214GA TS222214GA - 0.389 0.373 0.373 0.719 2.250 . 2.250 0.564 0.564 0.845 398 TS222214GA TS222214GA 0.175 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 399 TS222214GA TS222214GA 0.205 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 400 TS222214GA TS222214GA 0.193 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 401 TS222214GA TS222214GA 0.379 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 402 - TS222214GA TS222214GA 0.180 1 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 PM1 T..W o. ramtrzoos 11:0 , STAAD.Pro for Windows Release 2006 1 I A & A ENGINEERING Civil- Structural 9oltnaio Ir[alruA b A A A Enyllwnry "Im California Carports ca- American Ste" Carports, Inc. Failure Ratio Cont... JOCno I sr-.. rl�v 08-033-0055-6 SO -E 12119 P., Nor 8r IZM W^ 02/18/08 Cw OA `4D 30ft 40ps1_E.std a°1p"O1p 18 -Feb -200811:38 Beam A nalysisi.iPropeil?esigntiPropertIRatio Ay Ong) Az (in') Az (in") Ow (in) Bf (in) Iz (I,,, fly In,) Ix (in') 403 TS222214GA TS222214GA 0.178 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 404 TS222214GA TS222214GA 0.170 0.373 0.373 0.719 2.250 2.250 0.564 0.564 0.845 405 TS252514GA TS252514GA 0.217 0.415 0.415 0.602 2.500 2.500 0.782 0.782 1.172 408 TS252514GA TS252514GA 0.208 0.415 0.415 0.802 2.500 2.500 0.782 •. 0.782 1.172 409 TS252514GA TS252514GA 0.157 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 410 TS252514GA TS252514GA 0.225 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 411 TS252514GA TS252514GA 0.260 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 412 TS252514GA TS252514GA 0.225 0.415 0.415 0.802 2.500 _ 2.500 0.782 0.782 1.172 413 TS252514GA TS252514GA 0.169 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 414 TS252514GA TS252514GA 0.589 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 415 TS252514GA TS252514GA 0.582 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 416 TS252514GA TS252514GA 0.144 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 417 TS252514GA TS252514GA 0.262 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 418 TS252514GA TS252514GA 0.160 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 419 TS252514GA TS252514GA 0.193 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 420 TS252514GA TS252514GA 0.373 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 421 TS252514GA TS252514GA 0.446 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 422 TS252514GA TS252514GA 0.445 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 423 TS252514GA TS252514GA 0.380 0.415 .0.415 0.802 2.500 2.500 0.782 0.782 _1.172 . 424 TS252514GA TS252514GA 0.743 0.415 0.415 '0.802 2.500 2.500 0.782 0.782 1.172 425 TS252514GA TS252514GA 0.724 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 426 TS252514GA TS252514GA 0.610 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 427 TS252514GA TS252514GA 0.751 0.415 0.415 0.602 2.500 2.500 0.782 0.782 1.172 428 TS252514GA TS252514GA 0.739 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 429 TS252514GA TS252514GA 0.635 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 430 TS252514GA TS252514GA 0.184 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 431 TS252514GA TS252514GA 0.365 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 432 TS252514GA TS252514GA 1 0.437 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 433 TS252514GA TS252514GA 0.435 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 434 TS252514GA TS252514GA 0.371 0.415 0.415 0.802 2.5001 2.500 0.782 0.782 1.172 435 TS252514GA TS252514GA 0.362 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 436 TS252514GA TS252514GA 0.235 0.415 0.415 0.802 2.5001 2.5001 0.782 0.782 1.172 437 TS252514GA TS252514GA 0.260 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 438 TS252514GA TS252514GA 0.628 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 439 TS252514GA TS252514GA 0.245 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 440 TS252514GA TS252514GA 0.162 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 441 TS252514GA TS252514GA 0.344 0.415 0.4151 0.802 2.500 2.500 0.782 0.782 1.172 442 TS252514GA TS252514GA 0.154 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 .443 TS252514GA TS252514GA 0.343 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 444 TS252514GA TS252514GA 0.426 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 445 TS252514GA TS252514GA 0.425 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 446 TS252514GA TS252514GA 0.348 0.415 0.415 0.802 .2.500 2.500 0.782 0.782 1.172 047TS252514GA TS252514GA 0.203 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 448 TS252514GA TS252514GA 0.418 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 449 TS252514GA TS252514GA 0.529 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 450 TS252514GA I TS252514GA 0.528 0.415 0.415 0.802 2.5001 2.5001 0.782 1 0.7821 1.172 alM a.., r�mra Beam A vi A ENGINEERING 08-033-0055-6 SO -E 13 119 R - Ax 'civil '''�Civil Structural B( (in) Iz lin') ly (in) 9dMub Im14a0 b A 4 A Elpnw4lg Pmt .1 1- alifornia Calpons - - - Rol 0.415 0, IZM Di 402/18108 0- OA 0ivi4 Amencan Steel Carports, Inc.- F4° 3011 40pst_E.std IL'Idtwu 18 -Feb -2008 11:38 2.500 0.782 Failure Ratio Cont... 1.172 Beam alysisOPrope signf!Propert . Redo Ay (in') Az I (0)(Iny) Ax Ow (In) B( (in) Iz lin') ly (in) Ix (0 ) 451 TS252514GA TS252514GA 0.448 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 452 TS252514GA TS252514GA 0.497 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 453 TS252514GA TS252514GA 0.339 0.415 0.415 0.602 2.500 2.500 0.782 0.782 1.172 454 TS252514GA TS252514GA 0.521 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 455 TS252514GA TS252514GA 0.531 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 456 TS252514GA TS252514GA 0.478 0.415 1 0.415 0.802 2.500 1 2.500 0.782 0.782 1 1.172 .457 TS252514GA TS252514GA 0.211 0.4151 0.415 0.802 2.500 1 2.500 0.782 0.782 1.172 458 TS252514GA TS252514GA 0.418 0.415 0.4151 0.802 2.500 1 2.500 0.762 0.782 1.172 459 TS252514GA TS252514GA 0.529 0.415 0.4151 0.802 2.5001 2.5001 0.782 0.782 1.172 460 TS252514GA TS252514GA 0.528 0.415 0.415 1 0.802 2.500 1 -2.5001 0.782 0.782 1.172 461 TS252514GA TS252514GA 0.448 0.415 0.4151 0.602 2.500 1 2.500 1 0.782 0.782 1.172 462 TS252514GA TS252514GA 0.163 0.415 0.415 1 0.802 2.500 1 2.5001 0.782 0.782 1.172 063 TS252514GA TS252514GA 0.343 0.415 0.4151 0.802 2.500 2.5001 0.782 0.782 1.172 464 TS252514GA TS252514GA 0.426 0.415 0.4151 0.802 2.500 2.5001 0.782 0.782 1 1.172 465 TS252514GA TS252514GA 0.425 0.415 0.415 0.802 2.500 2.5001 0.782 0.782 1 1.172 466 TS252514GA TS252514GA 0.348 0.415 0.415 0.802 2.500 2.500 0.782 0.782 1.172 467 TS222214GAO TS222214GAD 0.162 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 468 TS222214GAC TS222214GAD 0.162 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 469 TS222214GAD TS222214GAD 0.204 0.719 0.719 1.439 2.250 2.250 .1.474 1.128 1.000 470 TS222214GAD TS222214GAD 1 0.205 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 471 TS222214GAD TS222214GAD 1 0.259 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 472 TS222214GAD TS222214GAD 0.259 0.719 0.719 1 1.439 2.250 .2.250 1.474 1.128 1.000 473 TS222214GAO TS222214GAD 0.301 0.719 0.719 1 1.439 2.250 2.250 1.474 1.128 1.000 474 TS222214GAD TS222214GAD 0.301 0.719 0.719 1 1.439 2.250 1 2.2501 1.474 1.128 1 1.000 475 1 TS222214GAD TS222214GAD 0.331 0.719 0.719 1 1.439 2.2501 2.2501 1.474 1.128 1.000 476 TS222214GAD TS222214GAO 0.331 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 477 TS222214GAD TS222214GAD 0.349 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 478 TS222214GAD TS222214GAD 0.349 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 479 TS222214GAD TS222214GAD 0.354 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 480 TS222214GAD TS222214GAD 0.354 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 481 TS222214GAO TS222214GAD 0.349 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 482 TS222214GAD TS222214GAD - 0.349 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 483 TS222214GAD TS222214GAD 0.331 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 484 TS222214GAD TS222214GAD 0.331 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 485 TS222214GAD TS222214GAD 0.301 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 486 TS222214GAO TS222214GAD 0.302 0.719 0.719 1.439 .2.250 2.250 1.474 1.128 1.000 487 TS222214GAD TS222214GAD 0.260 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 486 TS222214GAD TS222214GAD 0.260 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 489 TS222214GAD TS222214GAD 0.205 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 490 TS222214GAD TS222214GAD 0.205 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 491 TS222214GAO TS222214GAO 0.144 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 492 TS222214GAO TS222214GAD 0.144 0.719 0.719 1.439 2.250 2.250 1.474 • 1.128 1.000 493 TS222214GAD TS222214GAD 0.100 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 494 TS222214GAD TS222214GAD 0.114 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 495 TS222214GAD TS222214GAD 0.116 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 496 TS222214GAD TS222214GAD 0.100 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 1 pW TbgrD 1810 rAN 11:48 STAADYR; for WMCIOWs Ret8ase LUlla ' ) I A & A ENGINEERING '°bw ° Civil -structural 08-033-0055.6 SO -E 14 119 P.1 90aV6Y0lltmna b A Ell E.W-I a by 1100 California Carports Rol ". By IZM pp -02118108 0.e OA 0wm American Steel Carports, Inc. P1W 30ft_40p6f_E.std n„'°R la -Feb -200811:38 Failure Ratio Cont... Beam nalysisriProperl psigm lPmpeo, Ratio Ay (in`) Az Un•) Ax fns) D. (In) at I (In) Iz in') ly (in') Ix ([n') 497 TS222214GAD TS222214GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 498 TS222214GAO TS222214GAD 0.139 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 499 TS222214GAD TS222214GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 500 TS222214GAD TS222214GAD 0.102 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 501 TS222214GAD TS222214GAD 0.157 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 502 TS222214GAO TS222214GAD 0.162 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 503 TS222214GAO TS222214GAD 0.150 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 504 TS222214GAO TS222214GAD 0.103 0.719 1 0.719 1.439 2.2501 2.2501 1.474 1.128 1.000 505 TS222214GAD TS222214GAD 0.185 0.719 1 0.719 1.439 2.2501 2.250 1.474 1.128 1.000 506 TS222214GAD TS222214GAD 0.188 0.719 1 0.719 1.439 2.250 1 2.250 1.474 1.128 1.000 507 TS222214GAD TS222214GAD 0.164 0.719 1 0.719 1 1.439 2.250 1 2.250 1.474 1.128 1.000 508 TS222214GAD TS222214GAD 0.112 0.719 1 0.719 1.439 2.250 1 2.250 1.474 1.128 1.000 509 TS222214GAD TS222214GAD 1 0.207 0.7191 0.719 1.439 2.2501 2.250 1.474 1.128 1.000 510 TS222214GAD TS222214GAD 1 0.209 0.719 1 0.719 1.439 2.2501 2.250 1.474 1 1.128 1.000 511 TS222214GAD TS222214GAD 1 0.174 0.719 1 0.719 1.439 2.250 1 2.250 1.474 1.128 1.000 512 TS222214GAD TS2222MGAD 0.125 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 513 TS222214GAC TS222214GAD 0.221 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 514 TS222214GAD TS222214GAD 0.222 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 515 TS222214GAO TS222214GAD 0.180 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 516 TS222214GAD TS222214GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 517 TS222214GAD TS222214GAD 0.226 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 518 TS222214GAD TS222214GAD 0.227 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 519 TS222214GAD TS222214GAD 0.182 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 520 TS222214GAD TS222214GAO 0.137 0.719 0.719 1.439 2.250 2.250 1.474 1.128 .1.000 521 TS222214GAD TS222214GAD 0.221 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 522 TS222214GAD TS222214GAD 0.222 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 523 TS222214GAD TS222214GAD 0.180 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 524 TS222214GAD TS222214GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 525 TS222214GA0 TS222214GAD 0.207 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 526 TS222214GAD TS222214GAD 0.209 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 527 TS222214GAD TS222214GAD 0.174 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 528 TS222214GAO TS222214GAD 0.125 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 529 TS222214GAD TS222214GAD 0.185 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 530 TS222214GAD TS222214GAO 0.188 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 531 TS222214GAD TS222214GAD 0.164 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 532 TS222214GAD TS222214GAD 0.112 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 533 TS222214GAD TS222214GAD 0.157 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 534 TS222214GAD TS222214GAD 0.162 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 535 TS222214GAD TS222214GAD 0.150 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 536 TS222214GAD TS222214GAD 0.103 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 537 TS222214GAD TS222214GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 538 TS222214GAD TS222214GAO 0.139 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 539 TS222214GAD TS222214GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 540 TS222214GAD TS222214GAD 0.102 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 541 TS222214GAD TS222214GAD 0.099 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 542 TS222214GAD TS222214GAD 0.115 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 01 M .-1 u • CTAAn Pm rnr WlnAnuia Retaaae 2flfIA - ' f PIin1 Ru 14019 1 1 t A & A ENGINEERING �'� Civil -Structural alysls! iPrope algal �Propert Ratio 08-033-0055-6 SO -E 15 l 19 A & A ENGINEERING ■�� �'� Civil - Structural I��11�e B( (in) Iz 11^) MbN Sha1Np OB -033-0055-0 SO -E 16119 "° SdMmu IW,WJ b R 4l1lrWmm4V TS222274GAC TS222274GAD 0.120 0.719 Pml 1.439 2.250 2.250 1.474 1.128 lcmlee0b�•AEryM1mbb 590 TS222274GAC TS222274GAD 0.134 Pmt 0.719 .1.439 2.250 2.250 - 1.128 �^ tins California Carports 591 TS222274GAD TS222274GAD 0.130 Rsl 0.719 1.439 2.250 2.250 1.474 rn tmd California Calpats 1.000 592 TS222274GAC TS222274GAD RW 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 593 TS222274GAD TS222274GAD av IZM 0pep02/78108 Cw OA 1.439 2.250 2.250 1.474 7.128 av IZM wh02/18108 aw OA uXP" American Steel Carports, Inc. 0.719 1.439 2.250 rib 30ft_40psf_E.std --0- 18 -Feb -2008 11:38 cid Amalcan Sted carports, Inc. 595 � 0.098 1`'b 30ft_40psf_E.atd Oshi91io 18 -Feb -2008 11:38 Failure Ratio Cont... 2.250 1.474 1.128 1.000 596 TS222274GAD TS222274GAD 0.079 0.779 0.779 Failure Ratio Cont... 2.250 2.250 7.474 1.728 1.000 597 TS252512GAIt TS252572GAIt 0.100 0.960 Seem alyslalsPrope algn:,Propert Ratio Ay Az Az Ow B( Iz ly Iz 0.640 1.762 2.500 2.500 1.559 1.559 2.335 599 TS252512GA17 T5252512GAI7 0.123 0.960 0.640 1.762 2.500 110'1 Ii0T1 lin') (in) (in) (I^) (in') (r^ ) 0.640 1.762 2.500 2.500 1.559 1.559 2.335 601 TS252512GAIt TS252512GAI7 0.137 0.960 543 TS222274GAC TS222274GAD 0.117 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.640 1.762 2.500 2.500 1.559 1.559 2.335 603 TS252512GAIt TS252512GAIt 0.142 0.960 544 TS222274GAD TS222274GAD 0.100 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.640 1.762 2.500 2.500 1.559 1.559 2.335 605 TS252512GAIt TS252512GAIt 0.103 545 TS222274GAD TS222274GAD 0.089 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 607 TS252512GAIt TS252512GAIi 0.143 546 TS222274GAC TS222274GAD 0.099 0.719 0.719 1.439 2.250 2.250 .1.474 1.128 .1.000 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 609 TS252512GAIt TS252512GAIt 0.742 547 TS222274GAD TS222274GAD 0.098 i 0.719 0.779 1.439 2.250 2.250 1.474 1.128 1.000 0.118 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 611 TS252512GAI7 TS252512GAIt 0.142 548 TS222274GAD TS222274GAD 0.083 0.719 0.779 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 7.762 2.500 2.500 1.559 1.559 2.335 613 TS252512GAIt TS252512GAIt 0.143 549 TS222274GAC TS222274GAD 0.120 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 615 TS252512GAIt TS252512GAIt 0.141 550 TS222274GAD TS222274GAD 0.135 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 7.762 2.500 2.500 7.559 1.559 2.335 617 TS252512GAIt TS252512GAIt 0.137 551 TS222274GAC TS222274GAD 0.131 0.719 0.719 1.439 2.250 2.250 7.474 1.128 7.000 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 619 TS252512GAIt T5252512GAI7 0.122 552 TS222274GAD TS222274GAD 0.097 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 621 TS252512GAIt TS252512GAIt 0.100 553 TS222274GAD TS222274GAD 0.157 0.719 0.719 7.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 623 TS252512GAIt TS252512GAIt 0.169 554 TS222274GAC TS222274GAD 0.162 0.719 0.719 7.439 2.250 2.250 1.474 1.128 7.000 0.960 0.640 1.762 2.500 2.500 1.559 7.559 2.335 625 T5252512GAI5 TS252512GAIt 0.212 555 TS2222/4GA0 TS222274GAD 0.150 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 627 T5252512GAIt TS252512GAI1 0.182 556 TS222214GA0 TS222274GAD 0.095 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 1.559 : 1.559 2.335 629 TS252512GAIt TS252512GAIt 0.205 557 TS222274GAC TS222274GAD 0.186 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 631 TS252512GAIt TS25251ZGA17 0.227 558 TS222274GAD TS222274GAD 0.188 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 633 TS252512GAI5 TS252512GA11 GAC TS222274GAD 559 TS222274GAC TS222274GAD 0.164 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 0.098 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 560 TS222274GAD TS222274GAD 0.109 0.719 0.719 1.439 2.250 2.250 1.474 7.128 1.000 561 TS222274GAD TS222274GAD 0.207 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 562 TS222274GAD TS222274GAD 0.209 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 563 TS222274GAD TS222274GAD 0.174 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 564 TS222274GAD TS222274GAD 0.125 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 565 TS222274GAD TS222274GAD 0.221 0.779 0.719 1.439 2.250 2.250 1.474 1.128 1.000 566 TS222274GAD TS222274GAD 0.222 0.719 0.719 1.439 2.250 2.250 1.474 7.128 1.000 567 TS222274GAD TS222274GAD 0.180 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 568 TS222274GAD TS222274GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 7.128 1.000 569 TS222274GAC TS222274GAD 0.226 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 570 TS222274GAC TS222274GAD 0.227 0.719 0.719 1.439 2.250 2.250 1.474 1.128 7.000 571 TS222274GAC TS222274GAD 0.182 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 Y, 572 TS222274GAD TS222274GAD 0.137 0.719 0.719 1.039 2.250 2.250 1.474 1.128 1.000 573 TS222274GAD TS222274GAD 0.221 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 574 TS222274GAC TS222274GAD 0.222 0.719 0.719 1.439 2.250 2.250 7.474 1.128 1.000 575 TS222274GAC TS222274GAD 0.180 0.719 0.719 1.439 2.250 2.250 1.474 7.128 1.000 576 TS222274GAD TS222274GAD 0.134 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 _ 577 TS222274GAC TS222274GAD 0.207 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 578 TS222274GAD TS222274GAD 0.209 0.719 0.719 1.439 2.250 2.250 1.074 1.128 1.000 579 TS222274GAC TS222274GAD 0.174 0.719 0.719 1.439 2.250 2.250 7.474 1.128 1.000 580 TS222274GAD TS222274GAD 0.125 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 581 TS222274GAD TS222274GAD 0.185 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 582 TS222274GAD TS222274GAD 0.188 0.719 0.719 7.439 • 2.250 2.250 7.474 1.128 1.000 583 TS222274GAD TS222274GAD 0.164 0.719 0.719 1.439 2.250 2.250 7.474 1.128 1.000 584 TS222274GAD TS222274GAD 0.109 0.719 0.719 7.439 2.250 2.250 1.474 7.128 1.000 585 TS222274GAD TS222274GAD 0.157 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 586 TS222274GAC TS222274GAD 0.162 -0.719 0.719 1.039 2.250 2.250 1.474 1.128 1.000 587 TS222214 wav r m�umo: IMMOos 110 STAAD.Pro for Windows Release 2006 PIW R. 15019 Ami lbmrvmo: 18,02Moe 11:48 STAAD.Pro for Windows Release 2006 AOu "m. is a is 1 l Beam alysls! iPrope algal �Propert Ratio Ay linl) Az On') Aa 00�) Dw (in) B( (in) Iz 11^) ly P�) I. (in') 589 TS222274GAC TS222274GAD 0.120 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 590 TS222274GAC TS222274GAD 0.134 0.719 0.719 .1.439 2.250 2.250 .1.074 1.128 1.000 591 TS222274GAD TS222274GAD 0.130 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 592 TS222274GAC TS222274GAD 0.090 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 593 TS222274GAD TS222274GAD 0.089 0.779 0.719 1.439 2.250 2.250 1.474 7.128 1.000 594 TS222274GAD TS222274GAD 0.099 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 595 TS222274GAD TS222274GAD 0.098 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 596 TS222274GAD TS222274GAD 0.079 0.779 0.779 7.439 2.250 2.250 7.474 1.728 1.000 597 TS252512GAIt TS252572GAIt 0.100 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 598 TS252512GA1t TS252512GAIt 0.086 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 599 TS252512GA17 T5252512GAI7 0.123 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 600 TS252512GAIt TS252512GAIt 0.091 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 601 TS252512GAIt TS252512GAI7 0.137 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 602 TS252512GAIt TS252512GA11 0.107 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 603 TS252512GAIt TS252512GAIt 0.142 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 604 TS252512GAIt TS252512GAI1 0.114 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 605 TS252512GAIt TS252512GAIt 0.103 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 606 TS252512GAIt TS252512GAI7 O.t17 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 607 TS252512GAIt TS252512GAIi 0.143 0.960 O.6d0 1.762 2.500 2.500 1.559 1.559 2.335 608 TS252512GAIt TS252512GAIt 0.118 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 609 TS252512GAIt TS252512GAIt 0.742 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 610 TS252512GAIt TS252512GAIt 0.118 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 611 TS252512GAI7 TS252512GAIt 0.142 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 672 TS252512GAIt TS252512GAI7 0.120 0.960 0.640 7.762 2.500 2.500 1.559 1.559 2.335 613 TS252512GAIt TS252512GAIt 0.143 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 614 TS252512GAIt TS252512GAI7 0.121 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 615 TS252512GAIt TS252512GAIt 0.141 0.960 0.640 1.762 2.500 2.500 1.559 7.559 2.335 616 TS252512GAIt TS252512GAI7 0.119 0.960 0.640 7.762 2.500 2.500 7.559 1.559 2.335 617 TS252512GAIt TS252512GAIt 0.137 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 618 TS252512GAIt T5252512GA11 0.113 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 619 TS252512GAIt T5252512GAI7 0.122 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 620 TS252512GAIt TS252512GAIt 0.095 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 621 TS252512GAIt TS252512GAIt 0.100 0.960 0.640 1.762 2.500 2.500 1.559 7.559 2.335 622 TS252512GAI7 TS252512GAIt 0.092 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 623 TS252512GAIt TS252512GAIt 0.169 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 624 TS252512GAIt TS252512GAIt 0.189 0.960 0.640 1.762 2.500 2.500 1.559 7.559 2.335 625 T5252512GAI5 TS252512GAIt 0.212 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 626 T5252512GAIi T5252512GAIt 0.212 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 627 T5252512GAIt TS252512GAI1 0.182 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 628 TS252512GAIt TS252512GAIt 0.218 0.960 0.640 1.762 2.500 2.500 1.559 : 1.559 2.335 629 TS252512GAIt TS252512GAIt 0.205 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 630 TS252512GAIt TS252512GAIt 0.229 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 631 TS252512GAIt TS25251ZGA17 0.227 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 632 TS252512GAIt TS252512GAIt 0.200 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 633 TS252512GAI5 TS252512GA11 GAC TS222274GAD 0.150 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 588 TS222274GAC TS222274GAD 0.098 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 Beam alysls! iPrope algal �Propert Ratio Ay linl) Az On') Aa 00�) Dw (in) B( (in) Iz 11^) ly P�) I. (in') 589 TS222274GAC TS222274GAD 0.120 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 590 TS222274GAC TS222274GAD 0.134 0.719 0.719 .1.439 2.250 2.250 .1.074 1.128 1.000 591 TS222274GAD TS222274GAD 0.130 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 592 TS222274GAC TS222274GAD 0.090 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 593 TS222274GAD TS222274GAD 0.089 0.779 0.719 1.439 2.250 2.250 1.474 7.128 1.000 594 TS222274GAD TS222274GAD 0.099 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 595 TS222274GAD TS222274GAD 0.098 0.719 0.719 1.439 2.250 2.250 1.474 1.128 1.000 596 TS222274GAD TS222274GAD 0.079 0.779 0.779 7.439 2.250 2.250 7.474 1.728 1.000 597 TS252512GAIt TS252572GAIt 0.100 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 598 TS252512GA1t TS252512GAIt 0.086 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 599 TS252512GA17 T5252512GAI7 0.123 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 600 TS252512GAIt TS252512GAIt 0.091 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 601 TS252512GAIt TS252512GAI7 0.137 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 602 TS252512GAIt TS252512GA11 0.107 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 603 TS252512GAIt TS252512GAIt 0.142 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 604 TS252512GAIt TS252512GAI1 0.114 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 605 TS252512GAIt TS252512GAIt 0.103 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 606 TS252512GAIt TS252512GAI7 O.t17 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 607 TS252512GAIt TS252512GAIi 0.143 0.960 O.6d0 1.762 2.500 2.500 1.559 1.559 2.335 608 TS252512GAIt TS252512GAIt 0.118 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 609 TS252512GAIt TS252512GAIt 0.742 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 610 TS252512GAIt TS252512GAIt 0.118 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 611 TS252512GAI7 TS252512GAIt 0.142 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 672 TS252512GAIt TS252512GAI7 0.120 0.960 0.640 7.762 2.500 2.500 1.559 1.559 2.335 613 TS252512GAIt TS252512GAIt 0.143 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 614 TS252512GAIt TS252512GAI7 0.121 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 615 TS252512GAIt TS252512GAIt 0.141 0.960 0.640 1.762 2.500 2.500 1.559 7.559 2.335 616 TS252512GAIt TS252512GAI7 0.119 0.960 0.640 7.762 2.500 2.500 7.559 1.559 2.335 617 TS252512GAIt TS252512GAIt 0.137 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 618 TS252512GAIt T5252512GA11 0.113 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 619 TS252512GAIt T5252512GAI7 0.122 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 620 TS252512GAIt TS252512GAIt 0.095 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 621 TS252512GAIt TS252512GAIt 0.100 0.960 0.640 1.762 2.500 2.500 1.559 7.559 2.335 622 TS252512GAI7 TS252512GAIt 0.092 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 623 TS252512GAIt TS252512GAIt 0.169 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 624 TS252512GAIt TS252512GAIt 0.189 0.960 0.640 1.762 2.500 2.500 1.559 7.559 2.335 625 T5252512GAI5 TS252512GAIt 0.212 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 626 T5252512GAIi T5252512GAIt 0.212 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 627 T5252512GAIt TS252512GAI1 0.182 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 628 TS252512GAIt TS252512GAIt 0.218 0.960 0.640 1.762 2.500 2.500 1.559 : 1.559 2.335 629 TS252512GAIt TS252512GAIt 0.205 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 630 TS252512GAIt TS252512GAIt 0.229 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 631 TS252512GAIt TS25251ZGA17 0.227 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 632 TS252512GAIt TS252512GAIt 0.200 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 633 TS252512GAI5 TS252512GA11 0.272 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 634 T5252512GAIt TS252512GAI7 0.223 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 A & A ENGINEERING Civil = Structural aulMni° IWmrul W A A A I�gliwNy Jd, nuo Colilmnia Carports 0"" Anioncan Steel Carports, Inc. Failure Ratio Cont... 08-033-0055-6 S SO -E 1-114 aw Prvl nd sY IZM D 02/18/08 di4 OA 30f1 40psf_E.std japW1e 18 -Feb -200811:38 Beam A nalysisl lPrope slgnl tPropertj Ratio All Az (Incl Ax On`) Dw (In) Of (int Iz (In') ly lin') III(6) (I^ ) 635 TS252512GAI7 TS252512GAII 0.239 0.960 0.6401 1.762 2.500 2.500 1.559 1.559 2.335 636 TS252512GAII. TS252512GAII 0.241 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 637 TS252512GAI7 TS252512GAII 0.214 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 638 TS252512GAIt TS252512GAII 0.316 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 639 TS252512GAI i TS252512GAll 0.260 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 640 TS252512GAII I TS252512GAll 0.247 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 641 TS252512GAIi TS252512GAII 0.248 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 642 TS252512GAIt TS252512GAll 0.221 0.9601 0.640 1.762 2.500 1 2.500 1.559 1.559 2.335 643 TS252512GAII TS252512GAII 0.348 0.960 0.640 1 1.762 2.500 1 2.5001 1.559 1.559 2.335 644 TS252512GAI1 TS252512GAII 0.288 0.960 0.6401 1.762 2.500 1 2.500 1 1.559 1.559 2.335 645 TS252512GAr TS252512GAII 0.253 0.960 0.640 1 1.762 2.500 2.500 1.559 1.559 2.335 646 TS252572GAIt TS252512GAII 0.253 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 647 TS252512GAI1 TS252512GAII, 0.224 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 648 TS252512GAII TS252512GAII 0.367 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 649 TS252512GAII TS252512GAII 0.305 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 650 TS252512GAII TS252512GAII 0.256 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 651 TS252512GAIt TS252512GAII 0.256 0.960 0.640 1.762 2.500 2.500 1.559 - 1.559 2.335 652. TS252512GAI7 TS252512GAII 0.226 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 653. TS252512GAIt TS252512GAII 0.372 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 654 TS252512GAI7 TS252512GAll 0.310 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 655 TS252572GAIt TS252512GAII 0.257 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 656 TS252512GAII TS252512GAll 0.257 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 657. TS252512GAII TS252512GAll 0.226 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 658 TS252512GA1i TS252512GAII 0.367 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 659 TS252512GA1 i TS252512GAll 0.305 0.960 0.640 .1.762 .2.500 2.500 1.559 1.559 2.335 660 TS252512GAn TS252512GAII 0.256 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 661 TS252512GAII. TS252512GAII 0.256 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 662 TS252512GAII TS252512GAll 0.226 0.960 0.640 1.762 2.500 "2.500 1.559 1.559 2.335 663 TS252512GAll TS252512GAII 0.348 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 664 TS252512GAIt TS252512GAII 0.288 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 665 TS252512GAI7 TS252512GAII 0.253 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 666 TS252572GAIt TS252512GAII 0.253 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 667 TS252512GAII TS252512GAII 0.224 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 668 TS252572GAIt TS252512GAII 0.316 0.960 0.640 1.762 2.500 • 2.500 1.559 1.559 2.335 669 TS252512GAIt TS252512GAII 0.260 0.960 0.640 1.762 2.500 2.500 _.1.559 1.559 2.335 670 TS252512GAII. TS252512GAI7 0.247 1 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 671 TS252512GAII TS252512GAII 0.248 1 0.960 0.640 1.762 2.500 2.500 1.5591 1.559 2.335 672 TS252512GAIt TS252572GAIt 0.220 1 0.960 0.6401 1.762 2.500 2.500 1.559 1.559 2.335 673 TS252512GAII TS252512GAII 0.272 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 674 TS252512GAII TS252512GAll 0.223 0.960 0.640 1.762 2.500 1 2.500 1.559 1.559 2.335 675 TS252572GAIt TS252512GAII 0.239 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 676 TS252512GAIt TS252512GAII 0.241 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 677 TS252512GAIt TS252512GAII 0.214 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 671. TS252512GA1 i TS252512GAII 0.218 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 679 1 TS252512GAII. TS252512GAII 0.205 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 680 1 TS252512GAIt TS252512GAII 1 0.229 1 0.9601 0.640 1.762 2.500 2.5001 1.559 1.559 2.335 - a - A & A ENGINEERING lid, Civil -Structural Qj Sdiw. ° 1k 1 W A 6 A I:n{y�quruV 08-033-0055-6 SO -E 18119 Prvl Jeb rla° Cn6farnia Carports I'd sr IZM °"02/18108 a.a OA alae Anted n Steel Carports, Inc. I-- 3014_40ps1_E.std It0'O"Y1p 18-F _2008 11:38 Failure Ratio Cont... Beam If slyslsllPrope slgnoPropen Retro Ay (int) Az (ins) A: (int) Ow (in) BI (in) Iz (ins) ly (in') Ix (in') 681 T52525t2GAli TS252512GAII 0.227 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 682 TS252512GA1i TS252512GAII 0.200 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 663 TS252512GA1i TS252512GAll 0.159 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 664 TS252512GAI' TS252512GAll 0.188 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 685 TS252572GAIt TS252512GAll 0.213 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 686 TS252512GAll TS252512GAll 0.212 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 687 TS252512GAII TS252512GAII 0.182 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 688 TS252512GA1i TS252512GAII 0.159 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 689 TS252512GA1i TS252512GAII 0.149 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 690 TS252512GA1i TS252512GAll 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 691 TS252512GAII TS252512GAll 0.960 0.640 1.762 2.500 2.500 1.559 1.559 -2.335 692 TS252512GAIi TS252512GAII 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 693 T5252512GA1i TS252512GAII P02 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 694 TS252512GAII TS252512GAII 0.960 0.640 1.762 2.500 2.500 7.559 1.559 2.335 695 T5252512GA1i TS252512GAII 0.960 0.640 1.762 2.500 2.500 1.559 1.559 696 TS252572GAIt TS252512GAII 0.960 0.640 1.762 2.500 2.500 1.559 1.559 697 TS252512GA11 TS252512GAll 0.960 0.640 1.762 2.500 2.500 1.559 1.559 698 TS252512GA1i TS252512GAll 0.272 0.960 0.640 1.762 2.500 2.500 1.559 1.559 P2.335 699 TS252572GAIt TS252572GAIt 0.223 0.960 0.640 1.762 2.500 2.500 1.559 1.559700 TS252512GA1i TS252572GAIt 0.796 0.960 0.640 1.762 2.500 2.500 1.559 7.559 701 TS252572GAIt TS252572GAIt 0.195 0.960 0.640 1.762 2.500 2.500 1.559 1.559 702 TS252572GAIt TS252512GAII 0.169 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 703 TS252572GAIt TS252512GAll 0.316 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 704 TS252572GAIt TS252512GA11 0.260 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 705 TS252512GAII TS252512GAII 0.212 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 706 TS252512GAII TS252512GAII 0.209 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 707 TS252512GAII TS252512GAII 0.180 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 708 TS252572GAIt TS252512GAII 0.348 0.960 0.640 1.762 2.500 "2.500 1.559 1.559 2.335 -709 TS252512GA1i TS252572GAIt 0.288 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 710 TS252512GAII TS252512GAII 0.225 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 711 TS252512GAII TS252512GAII 0.218 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 712 TS252512GAll TS252512GAII 0.186 0.960 0.640 1.762 .2.500 2.500 1.559 1.559 2.335 713 TS252572GAIt TS252512GAII 0.367 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 714 TS252512GAII TS252512GAll 0.305 0.960 0.640 1.762 2.500 2.500 .1.559 1.559 2.335 715 TS252512GAII TS252512GAII 0.239 0.960 0.640 1.762 2.500 .2.500 1.559 1.559 2.335 716 TS252572GAIt TS252512GAII 0.223 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 0.960 0.640 717 TS252572GAIt TS252512GAII 0.189 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 718 TS252512GAII TS252512GAll 0.372 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 719 TS252512GAII TS252512GAll 0.310 0.960 0.640 1.762 2.500 2.500 .1.559 1.559 2.335 720 TS252512GAII TS252512GAII 0.243 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 721 TS252572GAIt TS252512GAII 0.224 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 722 TS252512GAII TS252512GAII 0.189 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 723 TS252512GAII TS252512GAII 0.367 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 724 TS252572GAIt TS252572GAIt 0.305 0.960 0.640 1.762 2.500 2.500 559 1.559 2.335 725 TS252572GAIt TS252572GAIt 0.239 0.960 0.640 1.762 2.500 2.500 559 dl. 1.559 2.335 726 TS252512GAII TS252512GAII ww nn�da� reu.Jwos tt:�9 CTAAn Pm fnr wind,- RMnnw. 2nn6 Rid aur rs d 19 0.220 0.960 0.640 1.762 2.500 2.500 559 1.559 2.335 A &A ENGINEERING Civil - Structural eWi�:.O lrmnJ b A A A I:�puHnnp _ Rnn Cotifanie Cafpmts " Amodcen Steel Carports, Inc. Failure Ratio Cont... ,.,o Nu JIMpI Ru Rur 06-033-0055-6 SO -E 19 119 P., RW 91 izm M'02/18108 piOOA '1w 30ft 40osf E.std I--- 18 -Feb -2008 11:38 Boom alyslsl]Propeii OsignilPropert,Ratio Ay (in') Az (in') Ax (in') D. (in) BI I (in) Iz it 1 ply (i") Ix (in') 727 TS252512GAII TS252512GAII 0.186 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 728 TS252512GAII TS252512GAII 0.348 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 729 TS252512GAlt TS252512GAII 0.288 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 730 TS252512GA1t TS252512GAIt 0.225 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 731 TS252512GA1t TS252512GAll 0.212 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 732 1 TS252512GAII TS252512GAI1 0.182 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 733 TS252512GAIt TS252512GAII 0.316 0.960 1 0.640 1.762 2.5001 2.500 1.559 1.559 2.335 734 TS252512GA1i TS252512GAI1 0.260 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 735 TS252512GAII TS252512GAll 0.205 0.960 0.6401 1.762 2.500 1 2.5001 1.559 .1.559 2.335 736 TS252512GAIt TS252512GAII 0.202 0.960 0.6401 1.762 2.5001 2.5001 1.559 1.559 2.335 737 TS252512GAII TS252512GAll 0.174 0.960 0.640 1 1.762 2.5001 2.500 1 1.559 1.559 2.335 738 TS252512GAII TS252512GAll 0.272 0.960 0.640 1.762 2.5001 2.500 1.559 1.559 2.335 739 TS252512GA1t TS252512GAII 0.223 0.960 0.640 1.762 2.5001 2.500 1.559 1.559 2.335 740 TS252512GAIt TS252512GAIt 0.187 0.960 0.640 1.762 2.500 2.500 1.559 1.559 2.335 741 TS252512GAII TS252512GAII 0.165 0.960 0.640 1.762 2.500 2.500 1.559 1.5591 2.335 742 TS252512GA1t TS252512GAll 0.162 0.960 0.640 1.762 2.500 2.500 1.559 1.5591 2.335 743 TS252512GAII TS252512GAll 0.218 0.960 0.640 1.762 2.500 2.500 1.559 1.559 1 2.335 744 TS252512GAIt TS252512GAll 0.178 0.960 0.640 1.762 2.500 2.500 1.559 1.5591 2.335 745 TS252512GAIt TS252512GAII 0.167 0.960 0.640 1.762 2.500M2.500 1.559 1.559 2.335 746 TS252512GAI1 TS252512GAII 0.163 0.960 0.640 1.762 2.500 1.559 1.559 2.335 747 TS252512GAII TS252512GAII 0.142 0.960 0.640 1.762 2.500 1.559 1.559 2.335748 TS252512GA11 TS252512GAI1 0.169 0.960 0.640 1.762 2.500 1.559 1.559A2.335 749 TS252512GAII TS252512GAIt 0.137 0.960 0.640 1.762 2.500 1.559 1.559750 TS252512GAI5 TS252512GAI7 0.151 0.960 0.640 1.762 2.500 1.559 1.559751 TS252S2GAItTS0.960 0.640 1.762 2.500 1.559 1.559752 TS252512GAII TS252512GA11 0.133 0.960 0.640 1.762 2.500 1.559 1.559 fnRif�]non t� �x CTAAn Ren Mr WinAnuiu RM.- 9fM PW Rug lad 19 C P Aivil A CviEN-Structural GINEERING Xe - 08 -033-0055-6 ASO -O 1 112 nv. Sdf—*tba W A A fnalrmup P., xo rd° California Carports "d By IZM w-02/18108 a OA Amolican Stool Carports, Inc. r'b 301t_40psf_O.std 0n1d— 18 -Fel -2008 11:38 Job Information Combination 5 Engineer Checked Approved 6 D•WIP Name: IZM OA 7 D-W2P Combination Date: 02/18108 02/18/08 D-0.75W1P•0.75LR Combination Structure Type I SPACE FRAME D-0.75W1N-0.75LR Number of Nodes 596 Highest Node 596 Number o1 Elements 513 1 Highest Beam 513 Number of Plates 504 1 Highest Plate 5503 Number of Basic Load Cases 4 1.070 STEEL Number of Combination Load Cases 7 TS222212GAD12 Included in this 'nfouf ere date for: 1.430 Grou G5: SDMEMBERS 1A70 STEEL Type LIC Name Combination 5 D -LR Combination 6 D•WIP Combination 7 D-W2P Combination 8 D-0.75W1P•0.75LR Combination 9 D-0.75W1N-0.75LR Combination 10 0.01+W1P Combination 11 0.6D+W1N 11:0 STAAD.Pro for W indoors Release 2006 Aw Rur r d 12 A & A ENGINEERING '°b"a s"° "° "e" ( i'� Civil -Structural 08-033-0055-6 SO -02112 �r 6dlwma IWeaa b A A A krpYnwlip .roe nm California Carports Rd By IZM od'02/18108 Chd OA Section Properties Prop Sectlon Area (in') lyr (in) 1. (in') J Material (in') 2 Rect 0.104.50 0.050 0.001 0.000 0.000 STEEL 3 TS252512GA 1.042 0.995 0.995 1.490 STEEL 4 TS222212GA 0.933 0.715 0.715 1.070 STEEL 5 TS222212GAD12 1.867 1.430 3.793 1A70 STEEL 6 TS252512GA112 1.976 1.710 1.710 2.560 STEEL Plate Thickness Prop Node A I Node B I Node C Node D Material ON (in) (in) (in) 1 0.017 0.017 0.017 0.017 1 STEEL d wbr Tlmuu U102410,01111:48 STAAD.Pno for Windows Release 2006 t P A & A ENGINEERING Civil - Structural adrwu"eCanevO b A 6 A crr0.0oo .V 1'00 Colilmnin Cmports Glaq American Steel Carports, Inc. Materials Mat Name E (kiplinr) v Density (kiphn) u (11'K) 1 STEEL 29E 3 0.300 0.000 3.61E-6 2 STAINLESSSTEEL 28E 3 0.300 0.000 5.5E-6 3 ALUMINUM 10E 3 0.330 0.000 7.11E-6 4 CONCRETE 3.15E 3 0.170 0.000 3.06E-6 Basic Load Cases Number Name 1 DEAD 2 SNOW 3 WINDIP 4 WINDIN Combination Load Cases Joe Nv Nv R"v 08-033.0055-6 aeoel Sb -0 3112 Pmr RN 9Y IZM n"k02118108 a OA Fib 30ft 40osf O.std n"Ib- 18 -Fab -2008 11 Comb. Combination UC Name Primary Primary UC Name Factor 5 D4LR 1 DEAD 1.00 MaxX 442 2 SNOW 1.00 G D4W1P 1 DEAD 1.00 Min 556 3 WINDIP 1.00 7 D+W2P 1 DEAD 1.00 Maxx 232 4 WINDIN 1.00 8 D•0.75W1P+0.75LR 1 DEAD 1.00 Min 232 3 WINDIP 0.75 0.000 4.596 2 SNOW 0.75 9 D40.75W1N40.75LR 1 DEAD 1.00 0.011 0.694 4 WINDIN 0.75 Min Z 33 2 SNOW 0.75 10 0.6D+WlP 1 DEAD 0.60 Max rX 35 3 WINDIP 1.00 11 0.6D+W1N 1 DEAD 0.60 Min rX 107 4 WINDIN 1.00 W r enou0; 1BN2120XI r r:U STAAD.Pvo for W indw Release 2006 4 r 11 A C&A ENGINEERING � Civil - Structural 9dhmo 14nwe b A A A Ergnomeq "'-Do Celilomla Carports Ob"' American Steel Carports. Inc. Node Displacement Summary JiA No aeuvl Nv Nvv 08-033-0055-8 SO -04 112 r�r Nvl By IZM 001102118108 Om OA rib 30f1_40psf_O.std o0wrnm 18-Fob.200811:38 Beam Maximum Forces by Section Property Node UC X (in) Y (in) Z (in) Resultant (in) rX (rad) rY (red) rZ (red) MaxX 442 6:D-W1P 4.166 0.437 -0.000 4.189 -0.000 -0.000 -0.001 Min 556 5:D+LR .1.221 -0.003 0.000 1.221 0.000 0.000 -0.013 Maxx 232 11:0.6D+W1N .0.284 1.451 -0.000 1.478 -0.000 -0.000 0.001 Min 232 8:D40.75W1P4 3.172 -3.325 0.000 4.596 -0.000 0.000 -0.001 Max Z 112 5:D+LR -0.694 -0.003 0.011 0.694 0.000 0.000 -0.027 Min Z 33 1 5:D4LR 0.694 -0.003 -0.011 0.694 -0.000 0.000 0.027 Max rX 35 5:DN.R -0.000 -2.840 0.008 2.840 0.000 0.000 -0.000 Min rX 107 5:04LR 0.000 -2.840 4008 2.840 -0.000 0.000 0.000 Max rY 116 5:D -LR 0.015 -2.721 4002 2.721 0.000 0.000 0.023 Min,y 119 5:D+LR 0.015 .2.721 0.002 2.721 -0.000 -0.000 0.023 Max rZ 443 5:04LR 0.352 .1.489 -0.000 1.530 -0.000 0.000 0.034 Min rZ 2 8:040.7SW1P4 0.000 0.000 0.000 0.000 -0.000 0.000 -0.042 Max Rat 232 8:040.75W1P4 3.172 -3.325 0.000 4.596 -0.000 0.000 -0.001 Beam Maximum Forces by Section Property Reaction Summary Axial Shear Torsion Bending Section Moment Max Fx (kip) Max Fy (kip) Max Fz (kip) Max Mx (kip'in) Max My (kip'in) Max Mz (kip'in) TS252512GA Max ive 0.000 0.011 0.001 0.402 0.025 0.168 1.264 Max -ve 0.000 -0.011 -0.001 -0.402 -0.029 -0.065 TS222212GA Max Ove 2.687 0.970 0.020 0.046 0.355 15.483 8:0.0.75W1P4 Max -ve -1.001 -0.649 -0.020 -0.046 -0.355 -16.848 TS222212GAD12 Max *ve0.515 -0.107 1.008 0.030 0.048 0.453 36.759 Max FZ I Ma.-ve -0.543 -0.509 1 -0.030 1-0.048 0.003 -0.453 15.606 TS252512GAI12 Max Ove 1.262 0.258 0.005 0.060 0.201 34.882 0.000 Max -ve -0.582 -0.242 1 -0.005 -0.060 -0.201 -36.763 Reaction Summary Horizontel Vertical Horizontal Moment Node UC FX (kip) FY (kip) FZ (kip) MX (kip'in) MY (kip in) Mz (kip'in) Max FX 15 5:D -LR 0.242 1.264 -0.000 0.000 0.000 0.000 Min FX 2 8:D40.75W1P4 -0.257 0.886 0.002 0.000 0.000 0.000 Max FY 15 8:0.0.75W1P4 0.146 1.275 -0.000 0.000 0.000 0.000 Min FY 15 11:0.6D+W1N -0.107 -0.533 0.000 0.000 0.000 0.000 Max FZ 2 5:D+LR -0.2261 1.146 0.003 0.000 0.000 0.000 Min FZ 29 5:D -LR 0.226 1.146 -0.003 0.000 0.000 0.000 Max MX 1 5:D -LR 0.226 1.146 0.003 0.000 0.000 0.000 MIn MX 1 5:D+LR 0.226 1.146 0.003 0.000 0.000 0.000 Max MY 1 5:D+LR 0.226 1.146 0.003 0.000 0.000 0.000 Min MY 1 5:D+LR 0.226 1.146 0.003 0.000 0.000 0.000 Max MZ 1 5:D+LR 0.226 1.146 0.003 0.000 0.000 0.000 Min MZ 1 5:D+LR 0.226 1.146 0.003 0.000 0.000 0.000 t%j A & A ENGINEERING -o ''J Civil- Structural 08-033-0055-6 SO -05/12 Pal 9°IM1ano I�mIwOb A A A EIQro M fir. California Carports 1t01 • By IZM D°w02118108 cA0 OA -Amedcan Steel Corpods, Inc. FIw 3011 40psf_O.etd D° O- 18 -Feb -200811::38 Failure Ratio Beam alysis`.Prope slgnllPrope Redo Ay Az A: Dw of. Iz ly iz (in) (iny) (inr) (In) (in) (in') (In') (in') 2 TS222212GA TS222212GA 0.560 0.491 0.491 0.933 2.250 2.250 0.715 0.715 7.070 4 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 6 TS222212GA TS222212GA 0.587 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 8 TS222212GA TS222212GA 0.587 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 70 TS222212GA TS222212GA 0.587 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 12 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 14 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 K2.250 2.250 0.715 0.715 1.070 16 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 1 2.250 0.715 0.715 1.070 18 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.250 0.715 0.715 1.070 20 TS222212GA TS222212GA 0.581 0.491 0.497 0.933 2.250 0.715 0.715 1.070 22 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.2500.7150.7151.070 24TS222272GATS222272GA0.5810.4910.4910.9332.2500.7150.7151.070 26TS222272GATS222272GA0.5800.4910.4910.9332.2500.7150.7151.070 31TS222272GATS222272GA0.3740.4910.4910.933 2.250 0.715 0.715 1.070 36 TS222212GA TS222212GA 0.374 0.491 0.497 0.933 .2.250 2.250 0.715 0.715 1.070 37 TS222212GA TS222212GA 0.672 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 38 TS222212GA TS222212GA 0.451 0.491 0.491 0.933 2.250 2.250 0.715 0.715 7.070 39 TS222212GA TS222212GA 0.769 0.491 0.497 0.933 2.250 2.250 0.715 0.775 7.070 40 TS222212GA TS222212GA 0.916 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 41 75222212GA TS222212GA 0.544 0.491 0.497 0.933 2.250 2.250 0.715 0.775 7.070 42 TS222212GA TS222212GA 0.861 0.491 0.491 0.933 2.250 2.250 0.775 0.715 7.070 43 TS222212GA TS222212GA 10.879 0.491 0.491 0.933 2.250 2.250 0.715 0.775 7.070 44 TS222212GA - TS222212GA 0.546 0.491 0.491 0.933 2.250 2.250 0.775 0.715 1.070 45 TS222212GA TS222212GA 0.867 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 46 TS222212GA TS222212GA 0.821 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 47 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 48 TS222212GA TS222212GA 0.870 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 49 TS222212GA TS222212GA 0.923 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 50 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 51 TS222212GA TS222212GA 0.973 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 52 - TS222212GA TS222212GA 0.824 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 53 TS222212GA TS222212GA 0.548 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 54 TS222212GA TS222212GA 0.875 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 55 TS222212GA TS222212GA 0.825 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 56 TS222212GA TS222212GA 0.548 0.491 0.481 0.933 2.250 2.250 0.715 0.715 1.070 57 TS222212GA TS222212GA 0.877 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 58 TS222212GA TS222212GA 0.824 0.491 0.497 0.933 2.250 2.250 0.715 0.715 1.070 59 TS222212GA TS222212GA 0.548 0.491 0.497 0.933 2.250 2.250 0.715 0.715 1.070 60 TS222212GA TS222212GA 0.877 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 61 TS222212GA TS222212GA 0.825 0.491 .0.491 0.833 2.250 2.250 0.715 0.715 1.070 62 TS222212GA TS222212GA 0.548 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 63 TS222212GA TS222212GA 0.877 0.491 0.497 0.933 2.250 2.250 0.715 0.715 7.070 64 TS222212GA TS222212GA 0.824 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 65 TS222212GA TS222212GA 0.548 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 66 TS222212GA TS222212GA 0.875 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 67 TS222212GA TS222212GA nalysislMrope sign.:. Propert it . t%j A & A ENGINEERING -o ''J Civil- Structural 08-033-0055-6 SO -05/12 Pal 9°IM1ano I�mIwOb A A A EIQro M fir. California Carports 1t01 • By IZM D°w02118108 cA0 OA -Amedcan Steel Corpods, Inc. FIw 3011 40psf_O.etd D° O- 18 -Feb -200811::38 Failure Ratio Beam alysis`.Prope slgnllPrope Redo Ay Az A: Dw of. Iz ly iz (in) (iny) (inr) (In) (in) (in') (In') (in') 2 TS222212GA TS222212GA 0.560 0.491 0.491 0.933 2.250 2.250 0.715 0.715 7.070 4 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 6 TS222212GA TS222212GA 0.587 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 8 TS222212GA TS222212GA 0.587 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 70 TS222212GA TS222212GA 0.587 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 12 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 14 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 K2.250 2.250 0.715 0.715 1.070 16 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 1 2.250 0.715 0.715 1.070 18 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.250 0.715 0.715 1.070 20 TS222212GA TS222212GA 0.581 0.491 0.497 0.933 2.250 0.715 0.715 1.070 22 TS222212GA TS222212GA 0.581 0.491 0.491 0.933 2.2500.7150.7151.070 24TS222272GATS222272GA0.5810.4910.4910.9332.2500.7150.7151.070 26TS222272GATS222272GA0.5800.4910.4910.9332.2500.7150.7151.070 31TS222272GATS222272GA0.3740.4910.4910.933 2.250 0.715 0.715 1.070 36 TS222212GA TS222212GA 0.374 0.491 0.497 0.933 .2.250 2.250 0.715 0.715 1.070 37 TS222212GA TS222212GA 0.672 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 38 TS222212GA TS222212GA 0.451 0.491 0.491 0.933 2.250 2.250 0.715 0.715 7.070 39 TS222212GA TS222212GA 0.769 0.491 0.497 0.933 2.250 2.250 0.715 0.775 7.070 40 TS222212GA TS222212GA 0.916 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 41 75222212GA TS222212GA 0.544 0.491 0.497 0.933 2.250 2.250 0.715 0.775 7.070 42 TS222212GA TS222212GA 0.861 0.491 0.491 0.933 2.250 2.250 0.775 0.715 7.070 43 TS222212GA TS222212GA 10.879 0.491 0.491 0.933 2.250 2.250 0.715 0.775 7.070 44 TS222212GA - TS222212GA 0.546 0.491 0.491 0.933 2.250 2.250 0.775 0.715 1.070 45 TS222212GA TS222212GA 0.867 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 46 TS222212GA TS222212GA 0.821 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 47 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 48 TS222212GA TS222212GA 0.870 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 49 TS222212GA TS222212GA 0.923 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 50 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 51 TS222212GA TS222212GA 0.973 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 52 - TS222212GA TS222212GA 0.824 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 53 TS222212GA TS222212GA 0.548 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 54 TS222212GA TS222212GA 0.875 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 55 TS222212GA TS222212GA 0.825 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 56 TS222212GA TS222212GA 0.548 0.491 0.481 0.933 2.250 2.250 0.715 0.715 1.070 57 TS222212GA TS222212GA 0.877 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 58 TS222212GA TS222212GA 0.824 0.491 0.497 0.933 2.250 2.250 0.715 0.715 1.070 59 TS222212GA TS222212GA 0.548 0.491 0.497 0.933 2.250 2.250 0.715 0.715 1.070 60 TS222212GA TS222212GA 0.877 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 61 TS222212GA TS222212GA 0.825 0.491 .0.491 0.833 2.250 2.250 0.715 0.715 1.070 62 TS222212GA TS222212GA 0.548 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 63 TS222212GA TS222212GA 0.877 0.491 0.497 0.933 2.250 2.250 0.715 0.715 7.070 64 TS222212GA TS222212GA 0.824 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 65 TS222212GA TS222212GA 0.548 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 66 TS222212GA TS222212GA 0.875 0.491 0.491 0.933 2.250 2.250 0.715 0.775 1.070 67 TS222212GA TS222212GA P-4 ''' A & A ENGINEERING Civil- Structural Soft -,o Ikmm° b A 6 A E..dnmug "I W- California Carports Clwnl American Steel Carports, Inc. Failure Ratio Cont... .k�Ib $IwlRu Riry 08-033-0055-6 SO -06/12 a NO Rul By IZM - Da1002118108 Ceo OA "Iw 30ft_40psf_O.std I D°IW16- 18 -Fob -200811:38 Beam nalysislMrope sign.:. Propert Ratio Ay OW) Az iw Az - in') Dw GN of (in) Iz lig) ly (ig) III (in4) 68 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 69 TS222212GA TS222212GA 0.873 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 70 TS222212GA TS222212GA 0.821 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 71 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 72 TS222212GA TS222212GA 0.870 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 73 TS222212GA TS222212GA 0.819 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 74 TS222212GA TS222212GA 0.546 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 75 TS222212GA TS222212GA 0.867 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 76 TS222212GA TS222212GA 0.816 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 77 TS222212GA TS222212GA 0.544 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 78 TS222212GA TS222212GA 0.861 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 79 TS222212GA TS222212GA 0.672 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 80 TS222212GA TS222212GA 0.451 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 81 TS222212GA TS222212GA 0.769 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 82 TS222212GA TS222212GA 0.646 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 83 TS222212GA TS222212GA 0.405 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 84 TS222212GA TS222212GA 0.704 0.491 0.491 0.933 2.250 2.250 -0.715 0.715 1.070 85 TS222212GA TS222212GA 0.729 0.491 0.491 0.933 + 2.250 2.250 0.715 0.715 1.070 86, TS222212GA TS222212GA 0.436 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 87 TS222212GA TS222212GA 0.705 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 88 TS222212GA TS222212GA 0.732 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 89 TS222212GA TS222212GA 0.438 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 90 TS222212GA TS222212GA 0.711 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 91 TS222212GA TS222212GA 0.734 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 92 TS222212GA TS222212GA 0.439 0.491 1 •0.491 0.933 2.250 2.250 0.715 0.715 1.070 93 1 TS222212GA TS222212GA 0.716 0.497 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 94" TS222212GA TS222212GA 0.737 0.491 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 95 TS222212GA TS222212GA 0.440 0.491 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 96 TS222212GA TS222212GA 0.720 0.491 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 97 TS222212GA TS222212GA 0.738 0.491 - 0.491 0.933 2.250 2.250 0.715 0.715 1.070 98 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.2501 0.715 0.715 1.070 99 TS222212GA TS222212GA 0.722 0.491 0.491 0.933 2.250 2.250 0.715 0.7151 1.070 100 TS222212GA TS222212GA 0.739 0.491 •0.491 0.933 2.250 2.250 0.715 0.7151 1.070 101 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1 1.070 102 TS222212GA TS222212GA 0.724 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 103 TS222212GA TS222212GA 0.739 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 104 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 105 TS222212GA TS222212GA 0.724 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 106 TS222212GA TS222212GA 0.739 0.491 0.497 0.933 2.250 2.250 0.715 0.715 1.070 107 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 108 TS222212GA TS222212GA 0.724 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 109 TS222212GA TS222212GA 0.738 0.491 0.491 1 0.933 2.250 2.250 0.715 0.715 1.070 110 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 111 TS222212GA TS222212GA 0.722 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 112 TS222212GA TS222272GA0.737 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 113 TS222212GA TS222272GA 0.823 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 P-4 ''' A & A ENGINEERING Civil- Structural Soft -,o Ikmm° b A 6 A E..dnmug "I W- California Carports Clwnl American Steel Carports, Inc. Failure Ratio Cont... .k�Ib $IwlRu Riry 08-033-0055-6 SO -06/12 a NO Rul By IZM - Da1002118108 Ceo OA "Iw 30ft_40psf_O.std I D°IW16- 18 -Fob -200811:38 Beam nalysislMrope sign.:. Propert Ratio Ay OW) Az iw Az - in') Dw GN of (in) Iz lig) ly (ig) III (in4) 68 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 69 TS222212GA TS222212GA 0.873 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 70 TS222212GA TS222212GA 0.821 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 71 TS222212GA TS222212GA 0.547 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 72 TS222212GA TS222212GA 0.870 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 73 TS222212GA TS222212GA 0.819 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 74 TS222212GA TS222212GA 0.546 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 75 TS222212GA TS222212GA 0.867 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 76 TS222212GA TS222212GA 0.816 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 77 TS222212GA TS222212GA 0.544 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 78 TS222212GA TS222212GA 0.861 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 79 TS222212GA TS222212GA 0.672 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 80 TS222212GA TS222212GA 0.451 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 81 TS222212GA TS222212GA 0.769 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 82 TS222212GA TS222212GA 0.646 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 83 TS222212GA TS222212GA 0.405 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 84 TS222212GA TS222212GA 0.704 0.491 0.491 0.933 2.250 2.250 -0.715 0.715 1.070 85 TS222212GA TS222212GA 0.729 0.491 0.491 0.933 + 2.250 2.250 0.715 0.715 1.070 86, TS222212GA TS222212GA 0.436 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 87 TS222212GA TS222212GA 0.705 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 88 TS222212GA TS222212GA 0.732 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 89 TS222212GA TS222212GA 0.438 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 90 TS222212GA TS222212GA 0.711 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 91 TS222212GA TS222212GA 0.734 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 92 TS222212GA TS222212GA 0.439 0.491 1 •0.491 0.933 2.250 2.250 0.715 0.715 1.070 93 1 TS222212GA TS222212GA 0.716 0.497 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 94" TS222212GA TS222212GA 0.737 0.491 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 95 TS222212GA TS222212GA 0.440 0.491 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 96 TS222212GA TS222212GA 0.720 0.491 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 97 TS222212GA TS222212GA 0.738 0.491 - 0.491 0.933 2.250 2.250 0.715 0.715 1.070 98 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.2501 0.715 0.715 1.070 99 TS222212GA TS222212GA 0.722 0.491 0.491 0.933 2.250 2.250 0.715 0.7151 1.070 100 TS222212GA TS222212GA 0.739 0.491 •0.491 0.933 2.250 2.250 0.715 0.7151 1.070 101 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1 1.070 102 TS222212GA TS222212GA 0.724 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 103 TS222212GA TS222212GA 0.739 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 104 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 105 TS222212GA TS222212GA 0.724 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 106 TS222212GA TS222212GA 0.739 0.491 0.497 0.933 2.250 2.250 0.715 0.715 1.070 107 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 108 TS222212GA TS222212GA 0.724 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 109 TS222212GA TS222212GA 0.738 0.491 0.491 1 0.933 2.250 2.250 0.715 0.715 1.070 110 TS222212GA TS222212GA 0.441 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 111 TS222212GA TS222212GA 0.722 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 112 TS222212GA TS222272GA0.737 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 113 TS222212GA TS222272GA 0.440 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 Mo I802neD8I ICY - STAAD.Pro for Windows Release 2006 RW Ft -5 W Iz vnm Tul DM: Iamnme IIM STAAD.Pro for Windows Release 2UU8 - ' v ♦ a I I &A & A ENGINEERING J Civil - Structural BOIM•r Itun•rr U A A A Enpir le JpU nrr Celifoinia Cafports u"r American Steel Carports, Inc. Failure Ratio Cont... 08-033-0055-6 ASO -07112 Rrr Rur RW 8Y IZM Da -02118108 cnr OA "1 30111 40PS1.O.std Dr r- 18.Feb-200811:38 Beam alysis: iProperl ?esign,.,Propert Rallo Ay (int) Az lin) Aa (m) Ow lin) BI I (In) Ir (in') ly (i^) Ix (In') 114 TS222212GA TS222212GA 0.720 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 115 TS222212GA TS222212GA 0.734 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 116 TS222212GA TS222212GA 0.439 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 117 TS222212GA TS222212GA 0.716 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 118 TS222212GA TS222212GA 0.732 0.491 0.491 0.933 2.250 2.250 0.715 0.715 .1.070 119 TS222212GA TS222212GA 1 0.438 0.491 1 0.491 0.933 2.250 2.250 0.715 0.715 1.070 120 TS222212GA TS222212GA 1 0.711 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 121 TS222212GA TS222212GA 0.729 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 122 TS222212GA TS222212GA 0.436 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 123 TS222212GA TS222212GA 0.705 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 124 TS222212GA TS222212GA 0.646 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 125 TS222212GA TS222212GA 0.405 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 126 TS222212GA TS222212GA 0.704 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 " 153 TS222212GA TS222212GA 0.831 0.491 1 0.491 1 0.933 2.250 2.250 0.715 0.715 1.070 154 TS222212GA TS222212GA 1 0.839 0.491 1 0.491 1 0.933 2.2501 2.250 0.715 0.715 1.070 155 TS222212GA TS222212GA 1 0.847 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 156 TS222212GA TS222212GA 0.854 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 157 TS222212GA TS222212GA 0.859 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 158 TS222212GA TS222212GA 0.861 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 159 TS222212GA TS222212GA 0.862 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 160 TS222212GA TS222212GA 0.861 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 161 TS222212GA TS222212GA 0.859 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 162 TS222212GA TS222212GA 0.854 0.491 1 0.491 1.0.933 3.793 2.250 2.250 0.715 .0.715 1.070 163 TS222212GA TS222212GA 0.847 0.491 0.491 1 0.933 2.250 2.250 0.715 0.715 1.070 164 TS222212GA TS222212GA 0.839 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 165 TS222212GA TS222212GA 0.831 0.491 0.491 0.933 2.250 2.250 0.715 0.715 1.070 306 TS252512GA TS252512GA 0.007 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 307 TS252512GA TS252512GA 0.007 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 308 TS252512GA TS252512GA 0.007 0.545 0.545 1.042 2.500 2.500 0.995 0.9951 1.490 309 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 310 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 .2.500 2.500 0.995 0.995 1.490 311 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 312 TS252512GA TS252512GA 0.004 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 313 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 314 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 315 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 316 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 317 TS252512GA TS252512GA 0.004 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 318 TS252512GA TS252512GA 0.0051 0.545 0.545 1 1.042 2.500 2.500 0.995 0.995 1.490 319 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 320 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 321 TS252512GA TS252512GA 0.007 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 322 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 323 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 - 2.500 0.995 0.995 1.490 324 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 2.500 1 0.995 0.995 1.490 325 TS252512GA TS252512GA 1 0.004 0.5451 0.545 1.042 2.500 2.500 1 0.995 0.995 1.490 lw2M0811:0 STAAD.Pro for Windows Release 2006 A & A ENGINEERING Civil - Structural Saavaur tral•arroAr AEi•pnrwnp Jre lir• California Carports c 4 American Steel Cwporu, Inc. Failure Ratio Cont... JOU Nu aA - Nur 08-033-00554 SO -08/12 r•m t RW ar IZM 0n'r02118108 CW OA rrr 301[t_40psf_O.etd 11°'dr:lo 1&Feb-200811:38 Beam alyslsiiPrope slgnl!Propen Ratio Ay AzAz (in') Dw (in) BI (in) Iz lin) ty (In') I. (in') 326 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 327 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 328 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 329 TS252512GA TS252512GA 0.003 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 330 TS252512GA TS252512GA 0.004 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 331 TS252512GA TS252512GA 1 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 332 TS252512GA TS252512GA 1 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1 1.490 333 TS252512GA TS252512GA 0.005 0.545 0.545 1.042 2.500 2.500 0.995 0.995 1.490 334 TS222212GAG TS222212GAD 0.304 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 335 TS222212GAD TS222212GAD 0.339 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 336 TS222212GAD TS222212GAD .. 0.313 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 337 TS222212GAC TS222212GAD 0.318 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 338 TS222212GAC TS222212GAD 0.316 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 339 TS222212GAO TS222212GAD 0.321 0.933 0.933 1.667 2.250 2.250 3.793 1.430 1.070 340 TS222212GAD TS222212GAD 0.318 0.933 0.933 1.867 2.2501 2.250 3.793 1.430 1.070 341 TS222212GAC TS222212GAO 0.323 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 342 TS222212GAC TS222212GAD 0.321 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 343 TS222212GAO TS222212GAO 0.325 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 344 TS222212GAO TS222212GAD 0.322 0.933 0.933 1.867 2.250 2.2i(T. 3.793 1.430 1.070 345 TS222212GAD TS222212GAD 0.326 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 346 TS222212GAD TS222212GAD .0.323 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 347 TS222212GAD TS222212GAD 0.327 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD 0.323 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAO TS222212GAO 0.327 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GA0 TS222212GAD 0.323 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222212GAD 0.327 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 V348TS222212GAD TS222212GAC TS222212GAD 0.322 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAC TS222212GAD 0.326 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222212GAD 0.321 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070TS222212GAO TS222212GAD 0.325 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAO TS222212GAD 0.318 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD 0.323 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222212GAD 0.316 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAC TS222212GAO 0.321 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 VWTS222212GAD TS222212GAD TS222212GAD 0.313 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222212GAD 0.318 0.933 0.933 1.667 2.250 2.250 3.793 1.430 1.070 TS222212GAC TS222212GAD 0.304 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAO TS222212GAD 0.339 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222212GAD 0.388 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 365 TS222212GAD TS222212GAD 0.273 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 366 TS222212GAD TS222212GAD 0.155 0.933 0.9331 1.867 .2.250 2.250 3.793 1.430 1.070 367. TS222212GAD TS222212GAD 0.401 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 368 TS222212GAD TS222212GAD 0.315 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 369 TS22 370 TS22 371 TS222212GAO I 2212GA0 T5222212GA0 0.188 0.933 0.933 1.867 2.250 2.250 3.793 .1.430 1.070 2212GA0 TS222212GA0 0.405 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD 0.316 0.933 0.933 1.867 2.250 2.250 3.793 1.430 - 1.070 11N CTAAn-M. Wr.A Rwrwn_Aa 7nnR - - • Rin1R-8012 A &A ENGINEERING"° Civil - Structural 08-033-0055-0 SO -O 9 112 Pmt Buf.mo 9cauoe b A 6 A Elpruxug -W. California Carports • - Rm " ev IZM D.02118/08 CAE OA C'I•"' American Steel Carports, Inc. " - Flb 30f1 40ps1_O.std lrubra'n 18 -Feb -2008 11:38 Failure Ratio Cont... Beam nalysISUProped OsIgn',Properl!Ratio Ratio Ay (in') Az (in') Aa (in') Ow (in) 81 (in) Iz (in') ly (io') Ix P� ) 372 TS222212GAD TS222212GAD 0.189 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 373 TS222212GAD TS222212GAD 0.407 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 374 TS222212GAD TS222212GAD 0.318 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 375 TS222212GAD TS222212GAD 0.189 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 376' TS222212GAO TS222212GAD 0.409 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 377 TS222212GAD TS222212GAD 0.319 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 378 TS222212GAD TS222212GAD 0.190 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 379 TS222212GAD TS222212GAD 0.410 0.933 0.933 .1.867 2.250 2.250 3.793 1.430 1.070 380 TS222212GAD TS222212GAD -0.120 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 381 TS222212GAC TS222212GAO 0.190 0.933 0.933 1.867K2.250 2.250 2.250 3.793 1.430 1.070 382 TS222212GA0 TS222212GAD 0.411 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 383 TS222212GAC TS222212GAO 0.320 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 384 TS222212GAD TS222212GAD 0.190 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 385 TS222212GAD TS222212GAD 0.412 0.933 0.933 1.867 2.2501 2.250 3.793 1.430 1.070386 432 TS222212GAD TS222212GAD 0.320 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1.070387 433 TS222212GAD TS222212GAD 0.190 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1.070388 434 TS222212GAD TS222212GAD 0.411 0.933 0.933 1.867. 2.250 1 2.250 3.793 1.430 1 1,070 389 TS222212GAD TS222212GAD 0.320 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1 1.070 390 TS222212GAD TS222212GAD 0.190 0.933 0.933 1.867 1 2.250 1 2.250 3.793 1.430 1 1.070 391 TS222212GAD TS222212GAD 0.410 0.933 0.933 1.8671 2.250 2.250 3.793 1.430 1.070 392 _ TS222212GAD I TS222212GAD 0.320 0.933 0.933 1.867 1 2.250 2.250 3.793 1.430 1.070 393 TS222212GAD TS222272GAD 1 0.190 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 394 TS222212GAD TS222212GAD 0.409 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 395 TS222212GAD TS222212GAD 0.319 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 396 TS222212GAD TS222212GAD 0.190 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 397 TS222212GAC TS222212GAD 0.407 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 398 TS222212GAC TS222212GAD 0.318 - 0.933 1 0.933 1.867 2.250 2.250 3.793 1.430 1.070 399 TS222212GAD TS222212GAD 0.189 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 400 TS222212GAD TS222212GAD 0.405 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 401 TS222212GAD TS222212GAD 0.316 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 402 TS222272GAD TS222212GAD 0.189 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 403 TS222212GAD TS222212GAD 0.401 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 404 TS222212GAD TS222212GAD 0.315 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 405 TS222212GAD TS222212GAD 0.188 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 406 TS222212GAD TS222212GAD 0.388 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 407 TS222212GAD I TS222212GAD 0.273 0.9331 0.937 1.867 2.250 2.250 3.793 1.430 1.070 408 TS222212GAC TS222212GAD 0.155 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 409 TS222212GAD TS222212GAO 0.353 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 410 TS222212GAD TS222212GAD 0.203 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 411 TS222212GAD TS222212GAD 0.200 0.933 0.9331 1.867 2.250 2.250 3.793 1.430 1.070 412 TS222212GAD TS222212GAD 1 0.322 0.933 0.9331 1.867 2.250 2.250 3.793 1.430 1.070 413 TS222212GAC TS222212GAD 0.215 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 414 TS222212GAD TS222212GAD 0.193 0.933 0.933 1.867 2.250 2.500 1.710 1.430 1.070 415 TS222272GAD TS222212GAD 0.325 0.933 0.933 1.867 2.250]�.2503.793 2.500 1.710 1.710 2.560 416 TS222212GAC T1222212GAD 0.217 0.933 0.933 1.867 2.250 2.500 1.710 1.710 2.560 417 TS222212GAD TS222212GAD 0.195 0.933 0.933 1.867 2.250 2.500 1 1.710 1.710 2.560 n.. n.....n.r.. ,•mann .. u CTe OA 0... I,..1Ar:..A.w,e Gnlnnan'JIIM tsar 1.430 1.070 1.430 1.070 1.430 .1.070 RW Re19o112 A& A ENGINEERING '°""° - y"n'"° _ w"' gig Civil -structural 08-033-0055-6 L SO -O 10 112 Pur soft-° Ilc°ne°U b A tt A I: W -V .bo Two California Calports R.1 - ^v IZM 0°'002/18108 C1tl OA aax American Steel Carports. Inc. IF,. 300_40ps1 O.std ap1O^^n i8 -Feb -200811:38 Failure Ratio Cont... _ Beam Talysisl IPrope slgn(.Propert Ratio Ay - OW) Az f^') Az P^'1 Dw IrM Bt (in) Iz ('") fly 1^) Ix (in') 418 TS222212GAD TS222212GAD 0.328 0.933 0.933 7.867 2.250 2.250 3.793 1.430 1.070 419 TS222212GAD TS222212GAD 0.219 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222212GAD 0.196 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAC TS222212GAD 0.330 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAC TS222212GAD 0.220 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 K424 TS222212GAD TS222212GAD 0.197 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222272GAD 0.3320.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAO TS222212GAD 0.221 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAD TS222212GAD 0.197 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 TS222212GAC TS222212GAD 0.333 0.933 1 0.933 1.867 2.250 2.250 3.793 1.430 1.070 428 TS222212GAD TS222212GAD 0.222 0.9331 0.933 1.867 2.250 2.250 3.793 1.430 1.070 429 TS222212GAD TS222212GAD 0.198 0.9331 0.933 1.867 2.250 2.250 3.793 1.430 1.070 430 TS222212GAD TS222212GAO 0.333 0.9331 0.933 1.867 2.250 2.250 3.793 1.430 1.070 431 TS222212GAD TS222212GAD 0.222 0.9331 0.933 1.867 2.2501 2.250 3.793 1.430 1.070 432 TS222212GA0 TS222212GAD 0.198 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1.070 433 TS222212GAD TS222212GAD 0.333 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1.070 434 TS222212GAD TS222212GAD 0.222 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1.070 435 TS222212GAD TS222212GAD 0.198 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1.070 436 TS222212GAD TS222212GAD 0.332 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 437 TS222212GAD TS222212GAD 0.221 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 438 TS222212GAD TS222212GAD 0.197 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 439 TS222212GAD TS222212GAD 0.330 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 440 22212GAD TS222212GAD[TS222212GAD 0.220 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 441 TS222212GAC 0.197 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 442 TS222212GAD22212GAD 0.328 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 443 TS222212GAD22212GAD 0.219 0.933 0.933 1.867 " 2.250 2.250 3.793 1.430 1.07444 TS222212GAD22212GAD 0.196 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 445 TS222212GAD22212GAD 0.325 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 446 TS222212GAD22212GAD 0.217 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 447 TS222212GAD22212GAD 0.195 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 448 TS222212GAD22212GAD 0.322 0.933 - 0.933 1.867 2.250 2.250 3.793 1.430 1.070 449 TS222212GAD TS222272GAD 0.215 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 450 TS222212GAD TS222212GAD 0.193 0.933 0.9331 1.867 2.250 2.250 3.793 1.430 1.070 451 TS222212GAD TS222212GAD 0.353 0.933 -0.9331 1.867 2.250 2.250 3.793 1.430 1.070 452 TS222212GAD TS222212GAD 0.203 0.933 0.933 1.867 2.250 2.250 3.793 1.430 1.070 453 TS222212GAO TS222212GAD 0.200 0.933 0.933 1.867 2.250 1 2.250 3.793 1.430 1.070 454 TS252512GAII 0.733 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 455 -TS252512GAII TS262512GAII TS252512GAII 0.798 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 456 TS252512GAII TS252512GAll 0.757 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 457 TS252512GAII TS252512GAll 0.757 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 458 TS252512GAII TS252512GAll 0.762 1.036 1.036 1.976 2.500 . 2.500 1.710 1.710 2.560 459 TS252512GAll TS252512GAII 0.762 1.0361 1.036 1.976 2.500 2.500 1.710 1.710 2.560 460 TS252512GAII TS252512GAII 0.767L 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 461 TS252512GAI7 TS252512GAII 0.767 1 1.036 1 1.0361 1.976 2.500 2.500 1.710 1.710 2.560 462 TS252512GAI7 TS252512GAI7 0.771 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 463 TS252512GAE' TS252512GA11 1 0.771 1 1.0361 1.0361 1.9761 2.5001 2.500 1 1.710 1.710 2.560 1I4a211Wa 11.0 5TAAD.PM ter wmaowe tlelearre Laub ........_.._ _ _ Beam A & A ENGINEERING Redo . A Beam A & A ENGINEERING Redo Ay (in') Jp° 08-033-0055-6 ""° SO -O 11 112 BI Iln) 08-033-0055-6 SO -012112 A & A ENGINEERING r ■ /� f'� tu O'' Civil -Structural Ix On') 570 TS252572GAIt TS252572GAIt 0.795 1.036 1.036 Civil - Structural a 11 1l W e A Ena 4V 2.500 1.710 1.710 P�.1 511 TS252572GAIt TS252572GAIt 0.791 1.036 1.036 W�.4ca-.A8AEnpY-.9 1., Ae Ta° California Cmpoits 1.710 1.710 2.560 R. TS252572GAIt TS252572GAIt 0.786 1.036 7.036 1.976 Aa Tmo California Cmports nd _ 2.500 7.710 • 2.560 513 ey IZM u-02/18108 cm OA ey IZM D.02118108 C1i0 OA American Stool Carports, Inc. 2.500 1.710 1.710 r'w 3011_40pe1_O.eld Di1p`It"' 18 -Feb -2008 11:38 aO1" American Steel CarpoAs, Inc. _ F.. 30f1 40psf O.sld 11h1n"" 18 -Feb -2008 11:38 Failure Ratio Cont... Failure Ratio Cont... Beam MalysislProperl slgn.�.Prope Ratio - Ay Az Ax Dw BI Iz ly Ix Un'1 Ifn2) (in' fN (in) 6�) 0^ 1 in') 464 TS252572GAIt TS252572GAIt 0.774 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 465 TS252572GAIt TS252572GAIt 0.774 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 466 TS252572GAIt TS252572GAIt 0.775 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 467 TS252572GAIt TS252572GAIt 0.775 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 468 TS252572GAIt TS252572GAIt 0.775 1.036 7.036 1.976 2.500 2.500 1.770 1.710 2.560 469 TS252572GAIt TS252512GAI1 0.775 7.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 470 T5252512GAI+. TS252512GAtt 0.775 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 471 TS252512GAI i TS252572GAIt 0.775 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 472 TS252572GAIt TS252572GAIt 0.774 1.036 1.036 1.976 2.500 2.500 1.710 7.710 2.560 473 TS252572GAIt TS252572GAIt 0.774 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 474 TS252572GAIt TS252572GAIt 0.771 7.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 t 475 TS252572GAIt TS252572GAIt 0.771 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 476 TS252512GA1i TS252572GAIt 0.767 7.036 1.036 7.976 2.500 2.500 1.710 1.710 2.560 477 TS252572GAIt TS252512GAI1 0.767 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 476 TS252572GAIt TS252572GAIt 0.762 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 479 TS252572GAIt TS252572GAIt 0.762 1.036 1.036 1.976 2.500 2.500 7.710 1.710 2.560 480 TS252572GAIt TS252572GAIt 0.757 1.036 7.036 1.976 2.500 2.500 1.710 1.710 2.560 y 481 TS252572GAIt TS252572GAIt 0.757 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 c 44 482 TS252572GAIt TS252572GAIt 0.733 1.036 .1.036 7.976 2.500 2.500 1.710 • 1.770 2.560 t ` 483 TS252572GAIt TS252572GAIt 0.798 1.036 .1.036 1,976 2.500 2.500 1.710 1.710 2.560 484 TS252572GAIt TS252572GAIt 0.748 1.036 1.036 1.976 2.500 2.500 7.710 1.710 2.560 485 TS252572GAIt TS252512GAI1 0.748 1.036 1.036 1.976 .2.500 2.500 1.710 1.710 2.560 486 TS252572GAIt TS252572GAIt 0.830 1.036 1.036 1.976 2.500 2.500 1.710 1.710 • 2.560 487 TS252572GAIt TS252572GAIt 0.830 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 488 TS252572GAIt TS252572GAIt 0.770 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 r 489 489 TS252572GAIt TS252572GAI1 0.776 1.036 1.036 1.976 2.500 2.500 1.770 1.710 2.560 490 TS252572GAIt TS252572GAI1 0.782 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 r 491 TS252572GAIt TS252572GAIt 0.767 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 492 TS252572GAIt TS252572GAIt 0.790 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 493 TS252572GAIt TS252572GAIt 0.792 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 494 TS252572GAIt TS252572GAIt 0.793 1.036 1.976 2.500 2.500 1.710 1.710 2.560 495 TS252512GA1i TS252572GAIt 0.792 1.976 1.0367.9762.5002.5001.7101.7102.560496TS252572GAItTS252572GAIt0.7901.0361.9762.5002.5001.7101.7102.560 2.500 1.710 1.710 2.560 506 TS252572GAIt TS252572GAIt _ 0.799 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 507 TS252572GAIt TS252572GAIt 0.799 1.036 497TS252572GAItTS252572GAIt0.7871.0361.9762.5002.5001.7101.7102.560 1.976 2.500 E1.036 1.710 1.710 2.560 508 TS252572GAIt TS252572GAIt 0.799 1.036 1.036 498TS252572GAItTS252572GAIt0.7821.0361.9762.5002.5001.7101.7102.560 2.500 2.500 7.710 7.710 2.560 509 TS252572GAIt TS252572GAIt 0.797 1.036 1.036 1.976 499'TS252572GAItTS252572GAIt0.7761.0367.9762.5002.5001.7101.7102.560 2.500 1.710 1.710 2.560 500TS252572GAItTS252512GAI10.7701.0361.9762.5002.5001.7101.7102.560 501TS252512GAIiTS252572GAIt0.780 1.036 1.976 2.500 2.500 1.710 1.710 2.560 502 TS252572GAIt TS252572GAIt 0.786 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 503 TS252572GAIt TS252512GA11 0.791 1.036 1.036 1.976 2.500 2.500 7.710 1.710 2.560 504 TS252572GAIt TS252572GAI1 0.795 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 r. 505 TS252572GAIt TS252572GA11 4 AmltmaoAl°: 1amorAw II:Aa STAAD.Pro for Windows Release 2006 - '' Aw R,.I 11 a 12 Ami tmo0m°: 19�a2Ro0a I I:a STAAD.Pro for Windows Release 2006 PIInI a1n 12 a Iz - Beam alyslarlPrope slgm;Propert Redo Ay (in') Az • pn`I Ax Hn2) Dw ON BI Iln) Iz lhl ly (in.) Ix On') 570 TS252572GAIt TS252572GAIt 0.795 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 511 TS252572GAIt TS252572GAIt 0.791 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 512 TS252572GAIt TS252572GAIt 0.786 1.036 7.036 1.976 2.500 2.500 7.710 1.710 2.560 513 TS252572GAIt TS252572GAIt 0.78(1 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 0.797 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 506 TS252572GAIt TS252572GAIt _ 0.799 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 507 TS252572GAIt TS252572GAIt 0.799 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 508 TS252572GAIt TS252572GAIt 0.799 1.036 1.036 1.976 2.500 2.500 7.710 7.710 2.560 509 TS252572GAIt TS252572GAIt 0.797 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 Beam alyslarlPrope slgm;Propert Redo Ay (in') Az • pn`I Ax Hn2) Dw ON BI Iln) Iz lhl ly (in.) Ix On') 570 TS252572GAIt TS252572GAIt 0.795 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 511 TS252572GAIt TS252572GAIt 0.791 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 512 TS252572GAIt TS252572GAIt 0.786 1.036 7.036 1.976 2.500 2.500 7.710 1.710 2.560 513 TS252572GAIt TS252572GAIt 0.78(1 1.036 1.036 1.976 2.500 2.500 1.710 1.710 2.560 T-1 IMPERIAL RIB® 36" Coverage 36" y 911 _ 3�4' �T T 'Fyis 80 kei reduced to 60 ksi in accordance with the 200led0ion of the North American spec+ncarion ror uv—yn or a-v.�•�....,.... ......-.-._. _. _...__._ ..___. NOTES: 1. All calculations for the properties of Imperial Rib° panels are calculated in accordance with the 2001 edition of the North American Specification For Design of Cold -Formed Steel Structural Members. 2. bre is for deflection determination. 3. Sxe is for Bending. 4. Ntaxo is allow able bending moment. c A —h— gra fnr tha nna font of nanpl w idlh. NOTES: 1. Allow able bads are based on uniform span lengths and Fy = 60ksi. 2. LIVE LOAD is limited by bending, shear, combined shear & bending, or web crippling. 3. N63ATIVEININD LOAD does not contain a 33.333% increase and does not consider fastener pullout or pullover. 4. Above bads consider a maxifum deflection ratio of U180. 5. The weight of the panel has not been deducted from the allow able bads. 6. The use of any accessories other than those provided by the manufacturer may damage panels, void all w arranties and wit void all engineering data. 7. This material is subject to change w ithout notice. 8. See www.americanbuildingcomponents.com for most current information. The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy o I them ost current version of the North American Speclf/cat/oa for the Design of Cold -Formed Steel Structural Members published by the Am ericon from and Siaollnstitute to facilitate design. This Specidication contains the design criteria for cold -formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobs ite in order to determine environmental loads. r further information or guidance regarding cold -formed design practices is desired, please contact the manufacturer. PAGE TF -4 FOR THE MOST CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE. VISIT www.abcmetalroofing.com EFFECTIVE DATE APRIL 10, 2006 -;Powers r$oweif-Bolt' SPECIFICATION & DESIGN MANUAL FASTENERS PERFORMANCE, e111 --61n 1 nno4 r2n2ritiac fnr Carhnn and Stainless Steel Power -Bolt in Normal -Weight Concrete'--' AnchorMinimum Minimum Concrete Compressive Strength (fJ 2,000 psi (13.8 MPa) 3,000 psi (20.7 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Diameter d in. (mm) Embedment Depth h, in. (mm) Tension lbs. (W) Shear lbs. 4N) Tension lbs. (kN) Shear lbs. (kN) Tension lbs. (kN) Shear lbs. (W) Tension lbs. (kN) Shear lbs. (kN) 1 114 (31.8) 295 (1.3) 515 (2.3) 345 (1.6) 525 (2.4) 395 (1.8) 535 (2.4) 415 (1.9) 530 (2.4) 13/4 (44.5) 350 (1.6) 515 (2.3) 390 (1.8) 575 (2.6) 425 (1.9) 635 (2.9) 465 (2.1) 635 (2.9) 114 (6.4) 2 112 (63.5) 470 (2.1) 515 (2.3) 485 (2.2) 680 (3.1) 500 (2.3) 845 (3.8) 525 (2.4) 845 (3.8) 1 112 580 (2.6) 700 (3.2) 610 (2.7) 750 (3.4) 635 (2.9) 800 (3.6) 655 (2.9) 800 (3.6) 2 (50.8) 660 (3.0) 820 (3.7) 720 (3.2) 940 (4.2) 780 (3.5) 1,060 (4.8) 820 (3.7) 1,060 (4.8) 5/16 (7.9) 3 (76.2) 720 (3.2) 860 (3.9) 835 (3.8) 1,105 (5.0) 945 (4.3) 1,345 (6.1) 1,065 (4.8) 1,345 (6.1) 2 (50.8) 875 (3.9) 995 (4.5) 1,010 (4.5) 1,300 (5.9) 1,145 (5.2) 1,605 (7.2) 1,480 (6.7) 1,860 (8.4) 2112 (63.5) 950 (4.3) 1,095 (4.9) 1,080 (4.9) 1,445 (6.5) 1,215 (5.5) 1,790 (8.1) 1,665 (7.5) 1,990 (9.0) 3/8 (9.5) 3112 (88.9) 1,100 (5.0) 1,245 (5.6) 1,300 (5.9) 1,705 (7.7) 1,500 (6.8) 2,165 (9.7) 1,790 (8.1) 2,165 (9.7) 2 112 (63.5) 1,225 (5.5) 1,710 (7.7) 1,430 (6.4) 1,885 (8.5) 1,630 (7.3) 2,055 (9.2) 1,830 (8.2) 2,055 (9.2) 3 112 (88.9) 1,535 (6.9) 2,135 (9.6) 1,900 (8.6) 2,300 (10.4) 2,260 (10.2) 2,465 (11.1) 2,470 (11.1) 2,695 (12.1) 112 (12.7) 5 (127.0) 1,815 (8.2) 2,535 (11.4) 2,120 (9.5) 2,810 (12.6) 2,425 (10.9) 3,080 (13.9) 2,735 (12.3) 3,080 (13.9) 2 314 (69.9) 1,340 (6.0) 1,995 (9.0) 1,635 (7.4) 2,495 (11.2) 1,925 (8.7) 2,995 (13.5) 2,115 (9.6) 2,995 (13.5) 4 (101.6)- 1,615 (7.3) 2,715 (12.2) 2,055 (9.2) 3,180 (14.3) 2,490 (11.2) 3,640 (16.4) 3,275 (14.7) 3,975 (17.9) 518 (15.9) 6 (152.4) 2,350 (10.6) 3,445 (15.5) 2,645 (11.9) 4,060 (18.3) 2,935 (13.2) 4,670 (21.0) 3,895 (17.5) 4,670 (21.0) 3 (76.2) 1,915 (8.6) 3,095 (13.9) 2,145 (9.7) 3,560 (16.0) 2,375 (10.7) 4,025 (18.1) 2,695 (12.1) 4,025 (18.1) 3/4 4 112 (114.3) 1 2,515 (11.3) 4,225 (19.0) 2,800 (12.6) 5,065 (22.8) 3,085 (13.9) 5,900 (26.6) 4,060 (18.3) 5,900 (26.6) 7 (177.8) 2,945 (13.3) 5,660 (25.5) 3,360 (15.1) 6,470 (29.1) 3,775 (17.0) 7,280 (32.8) 5,495 (24.1) 7,280 (32.8) 1. Allowable load opacities listed are calculated using an applied safety factor of 4.0. 2. linear Interpolation may be used to determine allowable loads for Intermediate embedments and compressive strengths 3. Allowable loads for anchors to resist short-term bads such as earthquake or wind may be Increased by 33-113 percent for the duration of the load, where permitted by code. www.powers.com Canada: (905) 673-7295 or (514) 6314216 Powers USA: (800) 524-3244 or (914) 235-6300 32 r www.powers.com Canada: (905) 673-7295 or (514) 6314216 Powers USA: (800) 524-3244 or (914) 235-6300 N INSTALLATION TORQUE VS. ANCHOR CAPACITY 0 W Holding strength related to installing torque The idea that the amount of torsional force required to install a foundation anchor relates to the ultimate capacity of the foundation in tension or compression has long been promoted by A.B. Chance. Precise definition of the relationship for all possible variables remains to be achieved. However, simple empirical relationships have been used for a number of years. Recommended reading on. the subject is in the paper "Uplift Capacity of Helical Anchors in Soil" by R.M. Hoyt and S.P. Clemence (Bulletin 2- 9001). It gives the formula for the torque/anchor capacity as: Q„= KtxT where Qu = ultimate uplift capacity [lb. (kN)] Kt = empirical, torque factor [ft.-' (m-')] T = average installation torque [ft. -Ib. (kN-m)] The value of Kt may range from 3 to 20 ft. -1 (10 to Type SS HELICAL PIER® Foundation Systems Installation Torque vs. N -Value in Sand 66 m-1), depending on soil conditions and anchor design (principally the shaft size). For Type SS foundation anchors, it typically ranges from 10 to 12 (33 to 39) with 10 (33) being the recommended default value. For Type HS foundation anchors, the recommended default value is 7 (23). The same values of Kt are used for both tension and compression loading. Torque monitoring tools are available from Chance. Their use provides a good method of production control during installation. Type SS HELICAL PIER® Foundation Systems Installation Torque vs. N -Value in Clay Figure 3 N -Value 0 N -Value Figures 2 and 3 show graphs depicting how installation torque varies with respect to SPT results (N -values per ASTM D-1586) indicating the in-situ soil strength. Figure 2 shows the relationship between installation torque and N -values for sands. The envelope of curves depicts increasing torque for a given N value with increasing depth. Water table position directly affects installation torque and ultimate capacity by causing.a reduction in the effective unit weight of the soil below the table. This in turn will cause a reduction in installation torque and ultimate capacity. For cohesive soil (Figure 3), a straight-line relationship is provided as soil strength or cohesion is the only factor affecting installation torque and ultimate capacity. 5 fj: OFFICE COPY ' 1.4 !.y �, .GAS ^�t'4,�: Meter By a. k: p v ate___ . z ``El TRIC ter By Date r JOB FINALED (Date r. 4 Signature fs RESIDENTIAL,- F 041=09=0-038'�� Y�t 92-3977 BPEM` ` { R. N, Robert & Dorothy _ White Springs Rd, Paradisef L3505 IT t ',` ! • ,t 1.1 'lrC �i lM1t � A ' - U. fj: OFFICE COPY ' 1.4 !.y �, .GAS ^�t'4,�: Meter By a. k: p v ate___ . z ``El TRIC ter By Date r JOB FINALED (Date r. 4 Signature fs fj: OFFICE COPY ' 1.4 !.y �, .GAS ^�t'4,�: Meter By a. k: p v ate___ . z ``El TRIC ter By Date r JOB FINALED (Date r. 4 Signature J=OK O'=- Not OK I _-Z7b PJAESIDENTIAL =Not Applicable (Single = Not Ready Da LINDEDEPIC000 (Plans) OK except s J, -Setbacks -Easements -Flood -Slope Ft ain: Soils Elec. Grn .-/ /" Ftg. Depth Ftg. age; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4 t ,,PDrches & Decks; Soils -Steel-/ /Ftg. Depth "e, Main; Steel -Bloc kouts-Wrapped temwalls. Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; replace Ftg.-Steel /S' 0rtN.V.: Fall -Fitting -Test -2 Way -C/O -Sewer Test JW. ;Size-AtrEhors - yard gas piping: size -test er Pigo- est -Anchor -Regulator -Service Test EI ic; Underground Pie s & Ducts; Clearance -Material -Support -Ins. 1 Gir rs-Sills-Anchor Bolts -Joists -Vents -Cripples 1 Acc - Ventilation 16/fnsulation „ 41 a U Date 'ZGj-4 � Cand B-1 Q(^('4A_ Date Card B-1 14-,4'— Date G'( -(o _fj -4 Card B-1 AAT_, -C Date Card B-1 Date PLUFAWNG (Permit).OK except O's Vent -Access -Combustion Air -Baffle ,e; Test & Anchor -Nail Protection Test -Fittings & Anchor -Nail Protection -- -- ----- — ------------- an: Test. First Floor -Tub Access & Shower. Second Floor -Tub Access 2f -Gas Pipe: Size & An ors Date - Card B-+1 Date Card B-1 ------------ --------- --------------= - --------------- ----------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 2 ixtu ransformer Clearance -Ins. Protection . lec. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors -Stapled -- --Rerf/ex�Irtailed Close to Edge of Studs & C.J. gZGuip. Ground made up w!Mech. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size!GFI --- - - _--------------- -- ------- ------------------- feed Wire Size ra=ga Cu o AI- .C. Wire Size ! ! ga. Cu AI �--�----- ange Circ. 9a. Cu ven Circ. D/ a. Cu I ted pi Neral -------- Yes------------------------ - ----------------------------------------------------------- Se Neu Service -Riser Conductors & Ground -Main Disconnect ------ --- 24 -Equip Clearances Panels-Motors-Mech. Equip - -- - - �SmEokeDet loset Light -Shower Light -Spa Light ----ector --------- - --------- ' -- --- - ---------------------------------- Date , -�j _. Card B-1 i Date Card B-1 ---- --- - C - - t-- - ------------------------- - - - --------- ' Date Card B-1 Date Card B-1 _Date MECUAIVC-AL (Permit) OK except a's A. ucts Insulation & Support ------------------ ------ ------------------------------- _ Ve n xhaust above insulation ------- ----- C en.ate Dr ' n & Overflow: Size & Grade Fu ce-Vent: Access -Comb Air -Return Air Vent -115 outlet --------------------------------------------------------------- Attic -Access-&- Platf -i f Furnance in Attic --- -- -------------------------------------- Dat k,-?�p'rard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMans) OK' except u's tl !roper Material & Anchors - -- Wa tuds-Nailing Spacing & Bracing -Plates -Sound --- ----- -------------------------- ----------------------_ ng Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) -- - - -r ----------------------------------- ---------------------- 43. ire Stops: Furred Ceilings -Stairs -Chases -Tub ------------- --------------------------------------------------------- 4 Headers & Beam -Size & Bearino & Duplex) Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 4' . Ing. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthng.-Rfng. -- Fireplace Ties or Type A Flue -Fireplace Throat clearance ______L48 Attic Size & Romex Protection -Draft Stop -Ins. Baffles - ----- rm. dows or Exiting Doors -Sill Hgt. & Dimensions _ 5 . arage Fire Protection Framing --Tf.._Pro Line Firewall & Openings -- --- -- D.ors-One 3' -Check Garage -3rd Story, 2 Exits -- -- S rs, Width -Headroom -Rise -Run -Landing -Fire Protection ply n Roof Overhang -Attic Vents -Rafter Outriggers ------ -- g -Nailing Veneer 44"stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights- Plastic ---- -ssf hpear Walls:- Nailing -Bolts -r--t-a'--ter- — _ ins lation-Walls-Ceilings -- --- IPA V (c"V1 nfiltration-Walls-Windows ---Y3-�-moi =--------------- -------------- OatDate_ `� Card B-1 Date Card B-1 r- -------------=- t Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 61. Ext. teps- or & Sidelight Protection -Landings --Detector 6 urnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection --------------------------------- e_dr xiting ---------- ;9. & Bath Fixtures & Tub Access -S ec --- Subpanel: Breaker -Sizes ( Lakels - , & Rails -----------replace or Stove: Clearances -Hearth ec. Outlets at Wood Panel: Int. & Ext. - -- 7i /F , & Appliance: 'Grnd -Air Gap -Cooking Clearance V F7!E Outl - & Receptacles -at Kit. Counter------------ - - -.-Garap, Fire Door: Swing -Landing -Closer Duct in Garage -Damper Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. . In ge: Above Floor-Mech. Protection 75 1b -------------- - P., El & Mech. Equip. Listed for Location 16,.0' . 'ceptacles in Garage: (G.F.I.)-Romex Protection --------- ---- ----------------------- lation-Foam-Looked in Attic s --------- ----- ----------------------------- r' Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth • Clearance Looked under Floor ❑ Yes -------------------------- - -------- - 80. Following instld.: Drive ❑ Yes ❑ No. Walks ❑ Yes ❑ No: Planters ❑ YFi � R orY cct Browwnn`- ?YsshWw � ed2iA'C U sconnect. Electrical, Plumbing tIW5_ts Above Roof: PIbg-Appliance-Fireplace.-Clearance to Openings - - ----- ---------------------- --------------- ----------- -e4:_--ter Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground o -- d6/V ann Throughout House -- ---- --------- - - Glass Protection dQ.l 'ect'ins from Previous Inspections ---_-'-p ------------ -- - - - - �! i3 as Test -Meters Tagged: Gas -Electric 90. Water & Sewer Connected -C/O to -Grade -HD Approval 91. Energy Complia ce Cq tiftcate-Other Certificates -------------------------------- - ----- Date �2Jj� Card B Date Card B-1 ----�-------------------- - ------------ -- --- Date Card B_1 -- - Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: J=OK G = Not OK = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L'Yt. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS rt. , Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s J 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTYOFBUTTE. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 CountV Center Drive, Oroville, CA - (916) 5384541 747 Elfion Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE q7-5 CANNE3t PERMIT NO. Aroutiiiiiti iniFkates Owt the foHowing violations of Butte County Ordinances exist at The and aboadd be caffected. Please notify this office when correction of work iscinsVilimillLEV=1 =vy questions pertaining to this matter, or need additional explanation, Ps— Elanledliatelv- vz> 'b0z 4S .-COUNTY 6F BUTTE .... ....... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE L-) 60 e/,j gz-_5�12,7 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /V,/f A/ '0 "--alz b,e-L Iz/,- 0 4z Date Inspector C1 v REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE ro,6L) (I A.1 92 CrJWNER PERMIT NO. A nxilkieknWecGonind[icates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work iw�ollesedl 11you have any questions pertaining to this matter, or need additional explanation, p1leasm contact IW= office immediately. Date (,y —I LA -1�1 e, Inspector RBIF low COUNTY.OF BUTTE BUILDING DIVISiON DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE C'OLI�Oglv OWNER PERMIT 190. A roufine bnqwc1km Mcates that the following violations of Butte County Ordinances exist at the above ad1drew and should be corrected. Please notify this office when correction of work is cm4geted-lifyou have any questions pertaining to this matter, or need additional explanation, PIP— office immediately. 7-L) cl�PJASO 4-(—* - -, 1-- 11 - / L - – /"'? r� Date LIP -'I t? inspector REV low TO Buildina Department 77 FAOM: Environmental Health SUBJECT: Sanitation Clearance tzz criz Location AP# owner Plan Approved Sewaqe Disposal Hold final for: r�inal ciearance-O.K. for: Clearance for d— bedroom mNk�* home. other NOTE * * * water Supply Water - Su I pply Water Supply Date Sanitarian A// Date '7— �(-9 Inspector REV 11191 t" COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916),801-2751 7 County Center Drive, Oroville, CA - (916) 53b-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE coeul?/V OWNER PERMIY NO. A routine inspection indicates that the following violations of Butte County Ordinances� exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional ex lanation, P please contact this office immediately. QM/c, L-) I'tz a - I Alyl 4-2 At C C(ED15,91- :A -r-> CVA46IU5�dle5: Al It- 1--lelf4061t <-Y�h 77JIj"� /A C- 50 6 j041-VA1 __�g 1-1,4w &.Allt tl V 7-Of��U P-7 Ivo7- 0 L) 6!1 4—Aj k�r- 6t E &C 0(00 A// Date '7— �(-9 Inspector REV 11191 t" COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. , A roufirmbaspection indicates that the following violations of Butte County Ordinances'exist at the abom address and should be corrected. Please notify this office when correction of work iscoz:r.pllezed- ffyouhave any questions pertaining to this matter, or need additional explanation, please cowtact t1fis office immediately. qcz q E.H. USE. ONLY lluor Han Au.ch,d— TO: Building Department FROM: Environmental Health SUBJECT.: Sanitation Clearance Owner Locaki on AP# Plan Approved for: Sewage Disposal Water SLIpply: PLiblic Private Well ther Clearance for J(— bedroom nvpv� home. C CL^— 5/7 0-1,5 Hold final for: Final clearance O.K. for:. �OTE: 0,j&,ez,, /5�111 th SpAl'a list 9/92 G�MAITIS e CrIV, / I 1 2,3 Date ow n c r : _ �C:i/� L� d Qt �,1 Ste- Perm it I r F.NERCY CERTIFICATION LOCATIOil A.P. DESCRIPTION OF INSULATION k00F MATERIAL_ TUICKNESS EXTERIOR WALL MATERIAL Fiberglass THICKNESS CETLINC BRAND NAME THERMAL RES. BRAND NAME Certineed THERMAL RES. / 9 BATT OR BLANKET TYPE -FIBERGLASS BRAND NAME Certineed THICKNESS � THERMAL RES.,�� LOOSE FILL_INSULSAFE III BRAND NAME CERTAINTEED THICKNESS THERMAL RES. TLOOY-ELEVATED ' HATERIAL Fiberglass .�. YHiCICNESS FLOOR -SLAB IXTUIOR HALL MATERIAL Fiberglass THICINESS 3 Ix BRAND NAME Certineed THERMAL LES. I� BRAND NAME Certineed THERMAL RES. // I HEREBY CERTIFY THAT THE AZOVE INSULATION WAS INSTALLED -IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIF. ENERGY REQUIREMENTS. Ihereby certify the above insulation and all required items as shown on the building department approved plans and attachments -have _been- _ Installed as required by the State of California Energy Requirements. I Al.l_equipment,devices and materials are of the quality prescribed or are specifically ap'-f'oved fiy the,State of Calif'. -L3------------- FY:. XAHENWt tE PRINT STATE CONT. LICi SIGMA UK OF GENERAL CONT/OWNER DATE This certificate must be on file with the Building Dept. end posted within rho. huiI dinu. prior r6 -Final COUNTY OF BUTTE - DEPARTMENT OF PUBLICW PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 91 /538-75 1 92-3977 APL-IGATION"AND PERMIT ASSESSOR PARCEL NUMBER 041-09-0-038 ZONING FR20 BUILDING PERMIT OWNER ROBERT AND DOROTHY COBURN TELEPHONE 872-9011 .SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 470 STACY LANE, PARADISE, CA 95969 CONTRACTOR'S NAME TELEPHONE UNKNOWN 2422 R 130,788 534 M 120 C 9,612 1,560 CONTRACTOR'S MAILING ADDRESS CONSFireplace LENDER UNKNOWN NONE "Alt 2 Total Total Valuation Is 3 000 . 144.960 LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ENSE No. Filing Fee $ 15.00 Permit Fee Plan Checking FeeNONE $ 755.00 $ 377.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 20.00 Penalty $ BUILDING ADDRESS 3505 WHITE SPRINGS ROAD, PARADISE Permit tee $ 1167.50 PLUMBING PERMIT Filing Fee 15.00 Each Trap 14 5.00 70.00 Solar or heat pump water heater 20.00 LOT NO. 1 SUBDIVISION NAMEPARCEL MAP 87-42 Water piping 7.00 7.00 Each qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF ® Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15,00 Mobile Home I S I G I W @ 15.00 TYPE OF WORK New U Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 4BR Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under p provisions of Cha t. 9, Div. 3 of the Business/POWER and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000AI 37.50 NEW CONST./ DWELLING OCCUP.&\ OR ADDNS. ( ACC. BLDGS. I 3.6Q sq.ft. NEW CONSTFL ULTI-OUTLET NO N.RE SID BRANCH CIRC ITS @ 5,00 APPARATUS &1 \SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20 9 76 FIXED APLA EX. OCCUp. OUTLETS PRESID )RE A I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 136.95 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating SPLIT Cooling 16.50 Hood 6.5016.50 Ventilation 4.50 13.50 Permit Fee $ 0.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against �iC in Anse uence of the granting of this permit. X / Date �l / L� Signature of Applicant - Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 occ R3 CONST TYPE V -N TOTAL FEE $ 1508.95 HAz _X OFEES IMP FLOOD CDF PARCEL X PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the qytteeq4ty Code and/or resolutions to do work indi d for which fees have been paid. OR OF PUBLIC WORKS By Date/ -;7 PERMIT EXPIRES Date 6- 7 -FX Receipt No. 122870 WHITE-D.P.W., YELLOW -ASSESSOR, PINI( -INSPECTOR, GOLDENROD -APPLICANT mp- + - .�1 . -'.,•.r',-` r-Y++n ,..a<S7"� "tihs. ,.x.rtti:..v`4-..� . . . ..rr.ii ',� OF BUTTE P T *-NMIQF, PUBLIC WO�,� B ILDING DIVISION E � F �, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 - � v APPLICATION DATA SHEET OWNER A. o. Proposed Building Use Building Inspector Date %1 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: t DATE RECEIVED BY 1. All items have been submitted . .................... i:................ . 2. Plot plans, 3/4 sets, signed by preparer of plans. ....... i: .................. 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for Non -Heated and A/C Buildings ............ .... . 8. Engineered truss details and layout in duplicate (required prior,to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ..... ........... 11. Impact fees as shown on attached sched2(.7 ............................. 12. California Department of Forestry plan approval/fees. .. .................. . 13: Flood elevatiod,letter (100 year.floy alifornia Engineer.` .... . '14. Sanitation and plot plan approval Health Department 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. .......%...... - 17. Planning approval for (A) Use: (B) Parking-_ ..........- Contact Land Development about (A) Improvements ` (B) Drainage . ...... ..... . 19. Driveway permit (construction approval required prior to occupancy). .. ... . . 20. Pre -inspection for Pre -Inspection request , required. .. to Building Inspector (Date) 21. Contractor's license information. (No.,`Name Style,',C lass ification). .1 . . . . . . . . . . . . . 22. Certificate of Workmans Compensation Insurance . ......................... . Owner -Builder Verification (Given to ownerMail'to owner _) ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. ikz 25. Letter of signature authorization . ..................'.................'. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter -of intent on building use . .:. ............................ . .......... 28. Mobilehome utility clearance. ......... . ................................ 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...... ....................... . 33. 34. When you issue the permit, process as follows: Mail to o er. Mail to contractor. Telephone and hold for p' kup at �l� office. Deliver with inspector. Other , Parcel Creation c. 7 Acreage `Applicant Date b� a Copy of Haz-Mat form sent Health"Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept._ Fire Dept. Other Date By The following data must be submittedrior r 'ssu (Circle n - "d above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail _ C unter by _ Date Plans checked by Date /,L -,2,Q Plans approved by Date /- 3 Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works -- • - TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner location AP # Driveway permit /16 4 ,1 ---d, , / s7iature has been issued for the above property. el 7— — 2- -2— — �'E date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSyy�� EL C/%O ZON G -- BUILDING PERMIT OWNERTELEPHONE r' T 0 �c �'7z-5011 S0. FT. OCC. BUILDING VALUA ION OW -R'S MAILING ADDRESS S" C- V IVI CO TR C O ' A TELEPHONE, CON RA TOR'S MAILING ADDRESS Fireplace Z CONSTRUCTION LENDER UNKNOWN 1 Total Valuation 6 1 (:,� q q & LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ r Penalty $ BUILDING ADDRESS 3 0 Permit fee $ r / PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater f 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP ��— `t Z-- Water piping 1 7.00 L-9 0 Each qas water heater or vent / 7.00 O d r USE OF STRUCTURE SFPO Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 �Q Mobile Home S G W @ 15.00 TYPE OF WORK New k Addition ❑ Rem del U I ities ❑ Installation ❑ Other ❑ Describe work: Permit Fee $ W41 - Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 1, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOA) 37.50 NEW CONST. / DWELLING OCCUP.&\ OR ACDNS. 1 ACC. BLDGS. / 3.6C sq.ft. O , NEW CONSTR ULTI.OUTLET NO N-11ESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 760 ArA FIXED APLN Ex. Occup. OUT ETS P(RESID.)REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g '15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating , Cooling 'S Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Co u ty in consequence of the granting of this permit. q X Date / L Signature of Applicant — Owner Contractor ElAgent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ o (� , c s T PE Co�% TOTA L FEE $ , HA2 e DFEES I IMP I FLo CDF P RCEL PD D ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No.��i�-J0 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT �� a . _ MONTY OF IIII'I DEPAR'1111IIT OF 1'UBI.IC WORKS - BUILDING DIVISION t7 COUNTY CFRTER DRIVE - OROVii.I.E, CALIFORNIA 95965 - TELI:I'IIOfJE (916)5387541i, OWNER PROPOSED, BUILDING [ISE I � A. P. No. DATE V School District Fees(paid at District Office)2.Sheriff Fees _ " " " " " " " '••••. (paid at Buildiug.Department) ! Residential ......... x ni t amt. t Conunercial(per sq.ft.)--K =$ sq.ft. e - &�3. ;Urban Area Fees (Paid at Building Department Residential (per unit) X =$ i------ / units -amt: Conunerical(per sq.ft.) X sq.ft. amt. Recreation I)Istrict Fees (Paid at District Office) Drainage District Fees (Contact Land Development) Other 7. Other ................:......... ...:....:.:.......:...... REC. 1 DATE R Z �z( g z_ ZZ � 70 time of permit appl.i.catlon, I was advised the above fees are required to be paid prior issuance of the permit. i n 1JCANT i • UA'1'E �` �� f '�<�.+..�'^ '`±'a �s+,x5+�o:�'sit_'tist^��; i�r:�'+.lr-rs*,ytn?„rs-"F+xttr��Y'b'tTi�v!9''`-i2�..�`�}�'tt�i^'t�au�`'�ki(F'+•e,a--r..� r.��� �,.. �, ^��:...•-�t7�':'"',-:• ?; BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number Q j -090-03 Jurisdiction City ?!5� County Property Owner fz `g i Property Location/Address A Lt le; ; li"a / ,MiJ , ' rC tr/9 i2 Subdivison Residential Development ET -1 0 No. of Living MHI Units Commercial/Industrial New Building Department Lot No. Sq. Footage d Addition (Group R) 0 - Sq. Footage Addition ` (Including Exterior (Floor Plans reviewed by School District Personnel) Roofed Areas) Date District Identification No.�j School District certifies that +r' (Applicant) (Street (City) has complied with the requirements of Resolution No. representing o2 `t'o� square feet. School District Representative. Paid by Check Number ti Bank Number _alt Paid by Cash IF Remarks: (Phone Number) (Zip " by payment of $ :3 996, Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this,project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.Al (4/92) Return to DPW AGRICULTURAL STATEMENT OF Ar•. OWaEDG ►E ENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. --r---- ---- 92-58516 The property described herein is adjacent V G — U Z)0Z1 10 to land or included within an area zoned for agricultural purposes, and residents Recorded of this property may be subject to incon- Official Records veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte but not limited to herbicides, pesticides, Candace J. Grubbs and fertilizers.; and from the pursuit Recorder of agricultural operations including, 2:30pm 22 -Dec -92 Rec Fee Check PUBL 11.00 11.00 XX 3 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real.property situate in the County of Butte, State of California, described as follows: E 8U/Ld�0Pq� NG DEPT - - Date: 11-24-92 PROPERTY OWNERS: ROBERT COBURN DOROTHY COBURN State of -California) On this the 24th day of November ,. 19 92 , -before-me, the SS. undersigned Notary Public, personally appeared - County. of Butte ) ROBERT COBURN AND DOROTHY COBURN----- ----=-------------- -------- OFFICIAL SEAL Jeanne M. Barchus NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY My Comm. Expires April 13. 1993 EO:: E] Personally known to me. X Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) ARE subscribed to the within instrument and acknowledged that THEY executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set mid and official seal. Present A.P. NALAPP irM, 1 ♦ , 92-58516 C2_ ORDER NO. BU -120065 MC DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 15, 1982,, IN BOOK 87 OF MAPS, .AT PAGE(S) 42. RESERVING THEREFROM AN EASEMENT FOR INGRESS, EGRESS AND FOR PUBLIC UTILITIES AS SHOWN ON SAID PARCEL MAP. PARCEL II: AN EASEMENT FOR INGRESS, EGRESS AND FOR PUBLIC UTILITIES OVER PARCELS 2, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF -THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 15, 1982, IN BOOK 87 OF MAPS, AT PAGE(S) 42. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES 60.0 FEET IN WIDTH, THE CENTERLINE BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., FROM WHICH THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 33 BEARS SOUTH 87 DEG. 10' 47" WEST, A DISTANCE OF 164.44 FEET, AND RUNNING THENCE SOUTH 28 DEG. 05' 12" WEST, A DISTANCE OF 348.42 FEET, MORE OR LESS, TO A POINT ON THE EASTERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 33; THENCE CONTINUING SOUTH 28 DEG..05' 12" WEST, A DISTANCE OF 46.97 FEET TO A POINT; THENCE SOUTH 43 DEG. 42' 32" WEST, A DISTANCE OF 637.34 FEET TO A POINT; THENCE SOUTH 27 DEG. 28' 42" WEST,,A DISTANCE OF 586.78 FEET, MORE OR LESS,TO A POINT ON THE SOUTHERLY LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 33 AND THE END OF SAID CENTERLINE. THE EXTERIOR BOUNDARY LINES OF SAID EASEMENT SHALL BE LENGTHENED OR SHORTENED TO CONFORM WITH PROPERTY LINES. PARCEL IV: A 60 FOOT EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER AND ACROSS THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THE EAST ONE-HALF OF THE SOUTHWEST QUARTER AND THE WEST ONE-HALF OF THE CONTINUED PAGE 5 ORDER NO. BU -120065 MC PARCEL IV: CONTINUED SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M., WHICH SAID EASEMENT GENERALLY TRAVERSES THE EXISTING PRIVATE ROAD RUNNING FROM THE NORTHEAST TO THE SOUTHWEST ACROSS SAID PARCEL, SAID EASEMENT BEING FURTHER DEFINED AND SHOWN ON THOSE CERTAIN PARCEL MAPS RECORDED FEBRUARY 29, 1984, IN BOOK 94 OF MAPS, AT PAGE(S) 68, BUTTE COUNTY RECORDS, AND SEPTEMBER 9, 1986, IN BOOK 103 OF MAPS, AT PAGE(S) 90, BUTTE COUNTY RECORDS. PARCEL V• AN EASEMENT FOR ROAD AND PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 17, 1975, IN BOOK 52 OF MAPS, AT PAGE(S) 64. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PAGE 6 EN® OF WCUMENT 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT Stairway details: landings, rise and run, head clearance, handrails A -Sec. 3306). uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). /Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. /36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. 3; L o exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ztic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. 3' Energy design. ��lashing at all exterior openings. _*CDF responsible area requirements. RESIDENTIAL PLAN CHECKING GUIDE $/9i' (S.F., DUPLEX & MISC. ONLY) ] 7• Bldg. Perm't # �� �` OWNER ( A.P. # `V 0 97 - GENERAL Plan Checker_ - , f ning requirements: (sideyards and number of permitted living units). ans signed by designer. oper description of work on application. isting violations on property. ems on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). notice of violation. PLOT PLAN V omplete parcel size and dimensions. etbacks, sideyards, easements, etc. ther buildings or structures. rading, fills, drainage. lood hazard. pecial conditions on creation map, stible, and foundations). AU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN omplete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). �equired room sizes, ceiling heights (Sec. 1207). /GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. :/ Locations of water heater, heating and cooling equipment, other /or gas equipment.. 7. Garage firewall, door size, and closer (Sec. 503(d)(3)). i�1 - 3'0" exterior exit door (sec. 3304 (f). Eireplace and wood stove location, alcoves, and clearance. 3. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. DETAILS 210-8). for main - electrical Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct 7 --Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. after ties or bearing ridge beam. 1- ''rage door or porch header sizes. 2". Stud heights. 31 -Adobe soils - special foundation design.. Y --Retaining walls requiring design. 59 Special Inspection required. building V. o12- to - 1-1 r) CERTIFICATE OF COMPLIANCE: Residential Page 1 CF -1R ----------------------------------------------------------------7--------------- Project Title: COBURN'2462w:'(BASE CASE) Run: 515 26 -Oct -92 Project Address: COBURN 2462w (BASE CASE. PARADISE, CA. Building Title: COBURN 2462w (BASE CASE) Building Permit # Document Author: BOB METZGER Telephone: 865-9688 Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: BUILDING SHELL INSULATION Component Insul Type --------------- R -value -------- Door 0 Door 0 Wall 19 Wall 19 Ceiling 38 Ceiling 38 Floor 19 Floor 19 GLAZING 2642 ft2 SFD Single Family Detached 270 deg (West).. 1 Raised floor CEC Standard Location/Comments Outside Attic Outside Attic Attic Outside Crawlspace Unconditioned Glazing Interior Area Overhang Orientation (ft2) Panes ----------------- Window North ----- 24.5 ----- 2 Window East 32.9 2 Window East 128'.0 2 Window South 25.0 2 Window South 20.0 2 Window South 20.0 2 Window West 6.0 2 Window West 39.3 2 Window West 85.0 2 Skylight Wood 4.0 2 THERMAL MASS Type Exposed? Intmassl Yes Glass Interior Exterior Overhang Frame Type ------- Shading ---------- Shading -------- and Fins -------- Type -------- Clear None None Overhang Metal Clear None None OH+Fins Wood Clear None None Overhang Metal Clear None None OH+Fins Metal Clear None None None Metal Clear None None Overhang Metal Clear None None OH+Fins Wood Clear None None OH+Fins Metal Clear_ None None Overhang Metal Clear None None None Metal Area Thick (ft2) (in) 75.0 5.0 ' E PIN, Location/Description �� r" CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: -------------------------------------------------------------------------------- COBURN 2462w'(BASE CASE) Run: 515 26 -Oct -92 HVAC SYSTEMS Duct Location Output Manufacturer/Model # Type ------------------- Efficiency ---------- and ------------- R -value (Btuh) ------- (or approved equal) ----------------------- Furnace 0.75 SE Attic R-5.6 48000 Air Conditioner 10.00 SEER Attic R-5.6 60000 Maximum furnace heating output: 95481 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank 11 Special Capacity Manufacturer/Model # Features/ System Type (gal) (or approved equal) Credits ----------------------------------------------------------- Storage Gas 50 REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes glazing with non-standard Open Type. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative Code. This. certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: COBURN'2462w'(BASE CASE) Run: 515 26 -Oct -92 DESIGNER OWNER BOB METZGER ROB & DOROTHY COBURN O.D.S. 113 E. WALKER ' ORLAND, CA. 95963 PARADISE, CA. 916-865-9688 872=9011 Lic $: Aug) Signed Date Signed Date DOCUMENTATION A HOR ENFORCEMENT AGENCY BOB METZGER Name: BOB METZGER O.D.S. Title: 113 E. WALKER Agency: ORLAND, CA. 95963 865-9688 Telephone: Conr p - ;Z(O-� Signed Date Signed Date COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------7------------------ Project Title: COBURN 2462w (BASE CASE) Run: 515 26 -Oct -92 Project Address: COBURN 2462w (BASE CASE. PARADISE, CA. Building Title: COBURN 2462w (BASE CASE) Document Author: BOB METZGER Telephone: 865-9688 Building Permit # Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 Field Check / Date Climate Zone: 11 --------------------------------=---------------------=-----------------=------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 21.40 Space Cooling 16.46 Water Heating 7.72 Total 45.58 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 15.03 17.84 ..: 7.72 -------- Complies 40.59 Yes 2642 ft2 SFD Single Family Detached 270 deg (West) 1 2 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 21136 ft3 Conditioned Footprint Area: 1448 ft2 Ground Floor Area: 1448 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Name (ft2) (ft3) Type ------------ --------- ---------- ------------ STANDARD 2642 21136 Conditioned Infiltration Control Type ------------ CEC_Standard COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: COBURN�2462w•(BASE CASE) Run: 515 26 -Oct -92 OPAQUE SURFACES Surface Area Insul True Solar Form 3 Location/ Type (ft2) U -value R-val Azm Tilt Gains Reference Comments ----------- Zone = STANDARD ------- ------- ----- ---- ---- ----- ------------ ------------- Door 8.2 0.330 0 90 90 Yes 3068Frch Outside Door 10.0 0.330 0 180 90 Yes 2050SC Attic Door 17.8 0.330 0 180 90 Yes 2868Wood Outside Door 14.2 0.330 0 270 90 Yes 3068-1/21, Outside Wall 277.5 0.065 19 360 90 Yes CEC_R19-16oc Outside Wall 122.0 0.065 19 360 90 •Yes CEC_R19-16oc Attic Wall 542.9 0.065 19 90 90 Yes CEC_R19-16oc Outside Wall 32.0 0.065 19 135 90 Yes CEC_R19-16oc Outside Wall 513.2 0.065 19 180 90 Yes CEC_R19-16oc Outside Wall 153.0 0.065 19 180 90 Yes CEC_R19-16oc Attic Wall 24.0 0.065 19 225 90 Yes CEC_R19-16oc Outside Wall 355.5 0.065 19 270 90 Yes CEC_R19-16oc Outside Wall 24.0 0.065 19 315 90 Yes CEC_R19-16oc Outside Ceiling 1450.0 0.029 38 270 0 Yes CEC_R38-24oc Attic Ceiling 94.0 0.029 38 270 0 Yes CEC_R38-24oc Outside Floor 1448.0 0.049 19 270 180 No CEC_2xR19 Crawlspace Floor 100.0 0.049 19 270 180 No CEC 2xR19 Unconditioned PERIMETER LOSSES Perimeter Length F2 Insul Insul Location/ Type (ft) Factor R-val Depth (in) Comments ----------- -------- ------ ----- ---------- ------------- None COMPUTER METHOD SUMMARY Page 3 C-2R Project Title: -------------------------------------------------------------------------------- COBURN 2462w (BASE CASE) Run: 515 26-Oct-92 GLAZING SURFACES SC with FMF Glazing------------- Glazing Area True Open Frame Charactr Shades Shades Name Type (ft2) Azm Tilt Type Type Name Open Closed -------------- ---- Zone = STANDARD ----- ---- ---- --------------- ------------ ------ ------ W1-N1 Wind 12.5 360 90 Other Metal DBLw/NODRP 0.77 0.66 W1-N2 Wind 12.0 360 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-EIFRCH Wind 16.4 90 90 Fixed Wood DBLw/NODRP 0.67 0.57 W2-EIFRCH Wind 16.4 90 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1-E2 Wind 20.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-E2 Wind 16.0 90 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-E3SGD Wind 40.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-E4 Wind 30.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-E4 Wind 10.0 90 90 Other Metal DBLw/NODRP 0.77 0.66 W1-SE1 Wind 4.0 135 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-SE2 hind 8.0 135 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-S1 Wind 12.5 180 90 Other Metal DBLw/NODRP 0.77 0.66 W2-S1 Wind 12.5 .180 90 Other Metal DBLw/NODRP 0.77 0.66 W1-S2 Wind 20.0 180 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-SW1 Wind 10.0 225 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-SW2 Wind 10.0 225 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-WIFRTDR Wind 6.0 270 90 Fixed Wood DBLw/NODRP 0.67 0.57 W2-WISDLT Wind 13.3 270 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-W2 Wind 15.0 270 90 Other Metal DBLw/NODRP 0.77 0.66 W2-W2 Wind 15.0 270 90 Other Metal DBLw/NODRP 0.77 0.66 W3-W2 Wind 15.0 270 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-W3 Wind 20'.0 270 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-W4 Wind 20.0 270 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-W5 Wind 6.0 270 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-NW1 Wind 10.0 315 90 Fixed Metal DBLw/NODRP 0.77 0.66 W1-NW2 Wind 10.0 315 90 Fixed Metal DBLw/NODRP 0.77 0.66 SL1-C1 Skyl 4.0 270 O Fixed Metal DBLw/NODRP 0.77 0.66 GLAZING CHARACTERISTICS SC w/o FMF Glazing ------------- Interior SC Exterior Charactr Glazing # of Glass w/Int Shade Ext Shade Name Type Panes U-val Only Shades Type Shade Type ------------ DBLw/NODRP --------- Clear ----- ----- 2 0.65 ------ 0.88 ------ 0.75 ---------- ------ None 1.00 ---------- None COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- COBURN 2462w (BASE CASE) Run: 515 26 -Oct -92 OVERHANGS Glazing Glazing ------------- Above Left Right Name Height Width Depth Glazing Extension Extension -------------- W1-N1 ------ 510" ------ 296" ------ 210" --------- 1'4" --------- 310" --------- 25'6" W1 -N2 290" 690" 210" 114" 710" 8'0" W1-EIFRCH 692" 218" 210" 1'4" 390" 8910" W2-EIFRCH 612" 218" 290" 114" 6'0" 5110" W1 -E2 410" 590" 2'0" 10'4" 15'0" 416" W2 -E2 410" 490" 210" 10'4" 490" 16'6" W1-E3SGD 618" 610" 816" 114" 1016" 296" Wl-E4 5'0" 61O" 210" 114" 25'6" 12'0" W2 -E4 410" 296" 290" 114" 12'6" 28'6" W1-SE1 210" 290" 10'0" 114" 390" 210" Wl-SE2 410" 210" 310" 114" .310" 290" W1 -S1 0" 51 2'6" 210" 10'4" 310" 18'6" W2 -S1 5'0" 216" 210" 10'4" 12'0" 916" W1-SW1 510" 290" 290" 1014" 310" 210" W1-SW2 510" 210" 290" 114" 310" 2'0" W1-WIFRTDR 310" 210" 710" 114" 390" 210" W2-WISDLT 6'8" 210" 710" 114" 110" 410" W1 -W2 5'0" 320" 290" 314" 690" 1010" W2 -W2 510" 3'0" 2'0" 3'4" 900" 710" W3 -W2 296" 6'0" 210" 116" 610" 710" Wl-W3 510" 410" 290" 10'4" 610" 610" W1 -W4 5'0" 410" 290" 1'4" 69 0" 610" Wl-W5 290" 390" 210" 194" 590" 410" W1-NW1 510" 210" 2'0" 1014" 310" 290" h'1-NW2 510" 210" 2'0" 114" 310" 210" FINS Left Fin -------------------------- Right Fin -------------------------- Glazing Exten Dist Exten Dist Glazing ------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzirig ------------------------- W1-EIFRCH 612" ------ 218" 5'0" ------ $10" ----- 1'4" ------ 310" ------ -- ------ ----- ------ W2-EIFRCH 612" 218" 510" 810" 114" 610" -- - W1 -S1 510" 2'6" 4'0" 810" 1'4" 310" -- -- -- -- W2 -S1 590" 216" 410" 8'0" 114" 12'0" -- W1-WIFRTDR 390" 210" -- -- -- -- 910" 810" 114" 2'O" W2-WISDLT 6'8" 210" -- -- -- -- 0" 99 810" 114" 410" W1 -W3 510" 4'0" -- -- -- -- 0" 89 810" 114" 410" W1 -h'5 290" 390" 410" 890" 114" 310" -- -- -- -- r COMPUTER. METHOD SUMMARY Page 5 C -2R Project Title: COBURN 2462w (BASE CASE) Run: 515 26 -Oct -92 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- THERMAL MASS Vol Cond- Area Thick Heat duct- Form 3 Inside Location/ Mass Name Type (ft2) (in) Cap ivity Reference R-val Description -------------- --------- ----- ----- ---- ----------------- ------ ------------ Zone = STANDARD TM2 Intmassl 75.0 5.0 22 0.47 Brick 0 SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fraction Thermal Mass Location/Description ---------------------------------------- ------------------------------ None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R -value Credits ---------------------------------------------------------------------- Zone = STANDARD GASFURN.75 Furnace 0.75 SE Attic R-5.6 AC10.0 Air Conditioner 10.00 SEER Attic R-5.6 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency. Loss (Btuh) (Btuh) Credits ----------------- ------- -------- ---------- ------- ------ ------ ------------ Storage Gas 1 50 0.76 RE 3.64% 28000 -- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes glazing with non-standard Open Type. 1. �j,a.uatory measures Checklist: Residential • SHEET NOTE: L,owrise residential buildings subject to the Standards approach used. Items marked with an asterisk (* bei contain these measures regardless of the compliance I the Certificate of Eompliwxt. When this checklistis incorporated�by wort stringent compliance requirements listed be considered by all parties as binding minimum component into the permit documents, the features noted shal whether they are shown elsewhere in the documents o�on thtschecklistnce pyectficanons for the mandatory measurer DESCRIlMgN (Reference loc.on plans or Building Envelope Measures notes o n s s ' $2-5352(a): Kmimum ceiling insulation R-19 weighted awe' §2-5352(b): Loose fill insulation rnanufacturtr,s labeled R -Value. * §2-5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply t exterior mass walls). §2-5352(k): Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no greater than 2.0 perm/inch. §2-5311: standards.Indi�styp specified d or installed meets California Energy Commission (CEC) quality type and fora. §2-5352(f): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. C. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. standdards Special infiltration barrier installed to comply with §2-5351 meets CEC quality 92-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. 'light fitting, closeable metal or glass door b. Outside air intake with damper and control C. Flue damper and control I No continuous burning gas Pilots allowed. HVAC and Plumbing System Measures Info. by A/C contractor §2-5352(8) and 2-5303: Space conditioning° r s u pp t i e r §2-5352 (h) and 2-5315: equipment sizing: attach calculations. Setback thermostat on all * applicable heating systems.§2-53I6(a): Ducts constructed, installed and insulated Per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2-5314(c): Gas -fined space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showerheads and $2-5352(1): Water hearer insulation blanket (R-12 or faucets certified by the CEC. greater); first 5 feet of greater) az combined i -3 ort /exterior insulation (R-16 or gr §2-5312(Ezception n: pi Fifer �O to tank insulated (R-3 or greater). Piping• pe insulation on steam and steam condensate return & 1ecirculating §2-5318(d): Swimming Pool Heating I. System has: a. On/off switch on heater. b• Weatherproof instruction plate on heater. C' Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. DESIGNER I ENFORCEMENT Sects. N/A E-12 N/A E-14 N/A E-5 E-11 E-11 E-6 E-4 E-10 E-6&10 E -9e E -9d Lighting and Appliance Measures N/A §Z-53520: Lighting - ZS lumens/wau or greater for general lighting in kitchens and bathrooms. E- 7 §2-5314(c): Gas tired appliances equipped with intermittent ignition devices. E-10 $2-5314(x): Rehigerators, refrigerator -freezers. freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. r —19 Form Revised Dccenber 1987 —_� IF APPLIES GENERAL NOTES SHEET E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)lb 6E CAULKEDISEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE, TO BE FULLY WEATHER STRIPPED. 4. EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF --6 SQ. INCHES b) DAMPERS TO DUCT. ACCESSABLE FROM INSIDE F.P,_AREA_c)__FLUE_DAMPER TIGHT FITTING READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER 1988 U.M.C. 8 INSULATED (1' INSUL.- GAS EQUIP.) 8 (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 25 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) V-6" HIGHT PLATFORM. b) . VENT THRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-3 INSULATION 5'-0" TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f) R-3 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10. GqS 000�C I N PPL I ANCES NOT TO HAVE CONTINUOUS. BURN I POT�,I its-✓_- _c _rP _ - - I]. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @-EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUB. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. RESIDENTIAL_ _ 9�-Z0�71 s 041-090-038,,r COBURN, DOROTHY 3505 WHITE SPRINGS RD., PARADISE NEW POOL DECK JOB FINALED (Da Signature J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L" ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability .3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (: = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V ; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test. First Floor -Tub Access 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe; Size & Anchors ----------------------------- ---------------------------------- Date Card B-1 Date Card B-1 ------------------------------------------------------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection -------- - - ------------------- --------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------ ---------------------------------------- 24. Size Boxes & No. of Conductors -Stapled --------- - ---------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ---------- --------------------------------------------------------------- 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water ---------------------- -------------------------------------- - 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI ------------------------------------ ------------------------ 28. Subfeed Wire Size Y r ga. Cu or AI-A.C. Wire Size ! / ga. Cu or Al --------------------- - ----------------------------- 29. Range Circ ! r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. - - - Insulated Neutral - ❑ Yes ❑ No ----------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---- ___ --------------------------------------------------------------- 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light --- - --- ---------------------------------- --- - -- -------.._._._. 33. Smoke Detector --------------------------------------------------------------------------------- Date Card -B-1 Date Card -B- 1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support -------------------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ---------------------------------------------------------------------------- 36. CondenFate Drain & Overflow; Size & Grade ---- ----------------------------------- -- -- ------------ ------------- 37. --- - ----- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 out 38. Attic Access & Platform if Furnance in Attic ------------------------------------- --------------------------------------------- Date Card B-1 Date Card B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors ------- ------------------------------------- 40. Walls Studs -Nailing Spacing & Bracing -Plates -Sound ------------ ----------------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing --- -- --- ----------------------- -------------------------- ----------- 42. Draft -Stop -in--Walls-(rat-proof) --------------------------------- ----------------------- ------------- 43.. Fire --Stops: Furred Ceilings -Stairs -Chases -Tub ----- ---- -------------------------------- --------- ------ 44. Headers & Beam -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Head room -Rise-Run- Landing Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic ------------ 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows -- ------------------------- Date Card B-1 Date Card B-1 ----------------------------- - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s ' 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------------------- - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection ----------- ----------- 64 Bedroom Exiting ------------- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ------------------ 66. Elec. Trim & Subpanel: Breaker Sizes & Labels --------------- 67.-Stairs -----------67.Stairs & Rails _ 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at -Wood -Panel: Int. & Ext. 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance _71.-Elec. Outlets & Receptacles at Kit. Counter 72. -Garage -Fire Door: Swing -Landing -Closer 73.--A.C.-Duct in Gara a -Damper --------- ---------------------------- ------ 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meeh. Protection ------------ - 75. Plb. Elec. & Mech._Equip. Listed for-Location- 76. orLocation76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection 7i. Insulation -Foam -Looked in Attic ❑ Yes -------------------------------------------- - -------------- 78.- Guard Rails & Deck Construction -Post Caps ------------------------ -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ------------------------------------------- -- 81 Stucco_Brown_Finish 82. A.C. Unit: Disconnect Electrical, Plumbing --------------- --- ' --- - 83. Vents Above Roof: Plb9 APP liance-FireP lace. -Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing ------------------------------------------- -- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground ------------------ -- - - 86. Ventilation Throughout House ---------------- ------------------------------ 87. Glass Protection _....._ _.----------------- ----- 88. Corrections from Previous Inspections -- ---------------------------------------- 89 Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval --------------------------------------- ---- 91. Energy -Compliance -Certificate. -Other Certificates.---- ----------------------------- - --------- Date ertificates -------------------------------------Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ---------------=---------------------- ------- - . .. Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION - 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT --�� ASSESSOR PARCEL NUMBER 041-090-038 ZONING BUI G PERMIT OWNER DOROTHY COBURN TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3505 WHITE SPRINGS RD PARADISE 95969 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIWOWN Total Valuation is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 31.50 ARCHITECT OR ENGINEER uCENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 3505 WHITE SPRINGS RD PARADISE PERMITTEE $ 51.50 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LAT NO. SUBDNISDN'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other POOL DECK SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1ST RENEWAL _ �`t ` CPJ:3-7 — Mobile Home S G FW7 @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.00 Main Service EOOV OR LESS ( zooA OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. Oc S. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( & POWER APPARATUS ) SINGLE OUTLET CIA. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 .SO BALPLNS. OR FIXED Ex. Occup. ( OUTLETS(RES D.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �j I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workerf compensation provisions of section 3700 of the Labor Code, I shall I rthwdh CW0Nihose provisions. X �/L Datej_Z_ _ Si ature of Applicant Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE I TOTAL FEE $ 51.50 HAZ. 1 0. FEES I IMP I FLOOD CDF PARCEL PO HO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whi fees have been aid. P BY Date �' Q PERMITEXPIRESON R—R—A7 (Date) Receipt No. '2 L WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.-1 :.}v}v:.;.i}'}�i'}i-ir: rrY}r'v'isr;:;•}:r^r:'�'L4rrr:?::"2�.:;:.�t:.}.:{:.}...:.�;ii•r.;...;.v.�:::...................................................................... ___.______-. ________ x.. n }.... M..,. }N( tr. }}. W .Jr.^.'tr 4 .. vn r .. vv. tr•.v}y::::.}vv: is i.'{": Nv'•}} r{.}.;.:i:::::}+. ' i � . \.,;v:i}; vj•::.� '•}:>ii:}:::.:.iv{ " :'}i<\ ,.•:M..: v • v ,..{fnr.::•:.:'•.r.........}......,.,........r,.•::::::. �. ..�.:..��•.v,..}:r:•:r.•.ta;::tr}:<vtrrr:•::.>.,g x:.a..:.....:..:;�:�R$:h:::24^•.:..f\.k}4•:.Yyr.: Sy..t;:,.,,,;:.}ru',:..a '�tr�w?'�.yn Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return * this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building. permit will be issued until this verification is received. 1. I personally plan to provide the major or and materials for construction of the proposed pro erty improvement: YES NO[ ]. . 2. _T DAVE EbkVE NOT[ ] signed an application -for` a 'ouud:ng pe: mi: for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: - CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: � — .? — ` �z NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you _ should be aware of the information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate iamily, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit,,eerroneously implying that the property owner is providing his or her own labor and material personally. Building permitsare not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Flense complete the ", *wner,Build.er Verification" on'the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinccrel ` �j Michail C. Vieiia, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION _ 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO, APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-090-038 ZONING U BUILDING PERMIT 41 OWNER DOROTHY COBURN TELEPHONE 872-9011 SO. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3505 WHITE SPRINGS RD, PARADISE 95969 35 0 3,045 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 63.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 34-45 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 3505 WHITE SPRINGS R ARADISE PERMIT FEE $ 117.45. PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other n P f1t7T. nR(K sPECIFr Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New 1X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service 'IVOR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) , 3.50 'FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .Bo Ex. Occup.FIXED APPWS. OR ( OUTLETS IRESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 7 I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that 1 have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said cou ty in consequence of th anting of this permit. X Date Signature of Applicant wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolion or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 117.4 HAZ• I D. FEES IMP It-- F.Loo0 CDF -- PARCEL PD �` H ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,Q �✓ BY ;Dat,ReceiptNo. 8WHITE-D.D.S.-B.D. PERMITEXPIRESON � /Date/ 168862-54.45 Q7 0/ CANARY -ASSES OR PINK -1 PECT R GOLDENROD -APPLICANT r 171. .,r` .J '•r�+r fir 1.1�� •.4 f.1�. .. .. tL r • � .. •� S'� . {i` ♦ .. - r..y.1. . (� i�r.Ry �. .�-� r�4- 4...J,4.1. } • ♦1'.rr• 1.' 'S' .... "COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV$10 4• 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER O0,1"rHy, CoBo,Q,J A. P. No. Proposed Building Use De C- k - 09 01D 1 Building Inspector C5^% Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ..... ................................... . 2. Plot plans, 3/4'sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4'sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... �9. Mobilehome data and manufacturer's installation instructions, 2 sets. �,. 10. Fees of $ 63 . ............. 11. Impact fees as shown on attached schedule. .. 2r- 12. 12. California Department of Forestry plan approval/fees .. 1 Flood elevation letter (100 year flood) by California Eng(neec:� 1 Sanitation andIan lot approval I C o p p pp Health Department . ............ 15. City of Chico plumbing permit. ........ ...................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17.; Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...6,;4As c oA r64 est 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ...... -) 27. Letter of intent on building use . ......................................... t 28. Mobilehome utility clearance . .......................................... a' 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: i/ Mail to owner Telephone and hold for pickup at Other Parcel Creation Acreage Applicant Mail to contractor. - office. Deliver with inspector. ate Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire D� Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by /e �% Date Sets of plans on hold in File cabinet AP folder 0 " n► `G% Copy - Department of Public Works Phil Him Amidied Hijof Him Alutulwd T 0,. Building Dupartillolit FROM: Envir,otimental Health osjECT: Sanitation Clearance U4 qAT I C I S AP# Owner Location Plan Approved for: Sewage Disposal V--**' Wat er Supply: I'Liblic Private Well Clearance for ' bedroom mobile home. Otl 0 4-7 O.X t I f I-Z�=H� LaL�rance K for- r=nce O�.K. Co �i-�I �Xl NOTE: Environmental Health Specialist 8/92 Date COUNTY OF BI -77E Department of'DeveloomentSe-vices Building Division OroviIle: 7 County Center Dr.. Oroville CA 95965 Ph: 916-538-7541 Chico: 1469 Humboldt Rd., Chico CA 95928 Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit No building permit will be issued until this verification is received. 1. I onally plan t provide the major labor and materials for construction of the proposed property improvement q5vor no) < L 2. I(have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractor's License No. 4. 1 plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Property Owner Social Security l Date � _ NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and rerurned to our office before we are permitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER 0o prH4Q Codv ,.l TELEPHONE f372-90 II SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS -36-(05 �� "� •% CONTRACTOP'-, -AME _ TF.I.FAHONF. CONTRACTOWS MAIL.INO ADDRESS _ — - _ Fireplace CONSTRUCTION.LENOER UNKNOWN Total Valuation $ 3oy5- LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ 63 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 3y. y5 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ j )7,1/$' 3 JOS W H/T SS Rr.,1CyS' KO, PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 �ARRp� S� Solar or heat pump water heater 23.00 LOT NO. SUB p1 SION'S NAME W HI fE' S0041IJ V ,'S7A7E5- PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE poo SF ❑ Duplex O Mobilehome O Other,tiec k I) SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G `— W ,�j 20.00 TYPE OF WORK New O Addition ❑ Remodel O Utilities O Installation Other O 1 Describe Work: /� n f, ' / G 3 -.3 3 5'0 (12 Do / PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600v 0R ) 23.00 200A OR LESS Main Service ( 200A To IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. BLOS. ) 3.5C FT,SO. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) " O I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET @7.50 -NON RESID. ( BRANCH CIRCUITS ) ( POWER APPARATUS ) B SINGLE OUTLET CHR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @".1.00 BAL.. SO Ex. Occup.FIXED APPWS. OR ( OUTLETS HRES10.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20,00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enteL upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the" granting of this permit. X Date Signature of Applicant - ❑ Owner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in heigh . Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEES l 17, yS HA2.D. FEES I IMP I FLOOD I COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON lDe tel L� 'I,-- - ! � g ERece,,%tNo.c '6 bS.•B.D. CANARY-ASSESSORI� -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA 95965 PHONE: 916-538-7541 Dorothy Coburn . 3505 White Springs Rd Paradise, CA 95969 With reference to the above subject: " Attached is: OTHER DATE 6/20/95 RE: Application for pool deck.94-2837 A.P. # 041-09-0-038 Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced TH We need the following information: Permit applicatin signed and completed where indicated with all copies returned. "XXAR Fees of '$ g3.00 payable to Butte County Treasurer. Certificate of Workmen's Compensation.Insurance.or check exemption..statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Sect ion.(DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte.County Health Department at: 1469 Humboldt Road, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. OTHER Your application expires 10/12/95, and cannot be issued after that date. Should you have any questions concerning the above, please contact BOB KEITH of this office. Yours very truly, William Cheff Director of /Public Works Glander COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, oroville CA 95965 Phone: 916-538-7541 Dorthy Coburn 3505 White Springs Road Paradise, cA 95969 RE: Permit appin for pool deck 94-2837 A.P. # 041-09-0-038 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 3/16/95 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobi-lehome;data-and-manufacturer's installation instructions, 2 sets. -=Fee_s_of=$,--63.00 ,--� payable to Butte County Treasurer. •Irapa c't=fees--pa-id=;= California Department of Forestry plan approval/fees. Flood elevation letter (100 year flood) by California Engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot -plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. "Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Certificate of Workmans Compensation Insurance. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Other: Should you have any questions concerning the above, please contact of -this office. MCV-: ahb Y rs very tr ly, Midael C: VIi.eira, C.B:O. Man ger,-.Building Inspection S LAND OF NATURAL WEALTH AND BEAUTY 1 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 April 27, 1998 Robert H. and Dorothy A. Coburn 3505 White Springs Road Paradise, CA 95969 RE: Building Code Violation A.P. #: 041-09-0=038 3505 White Springs Road, Paradise Dear Mr. and Mrs. Coburn: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location: Failure to obtain approval of previous corrections and failure to obtain final inspection prior to use and permit expiration for construction of pool deck. Since permits and inspections are required for the above work, apply for the required permits to make corrections and complete project and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or 'corr.ective actions to be taken by you. Should you have questions concerning this matter, please contact Michael Vieira or Scott Rutherford in this office. at the address or telephone number listed above. Yours very truly, MCV:dms Mic ael C. rieira., C.B.O. Ma ager, Building Inspection cc: Assessor COMPLAINANT: ADDRESS: PHONE NUMBER: OTHER COMMENTS• a • • e 0 0 • COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS'. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA.- (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE U(AlAgt4 . 33 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when coriection of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. a 0WIVAW A 75:- a-tf,. T W k f (Af 10 "3 0 I Te COO L akM (T EIVALP)�, gi !E J.; ez 0 rz, e- /-/As BESAI -13&fiz ,41TAes:w*r- -ro TD!E- srogf—&F- Po-o,LS in 11 M!! 0. lip ocm, 0 5 rA- M-1, S � ...~ utte Couni BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 September 26, 1994 Ro' bert Coburn RE: Building Permit # 93-3353 3305 White Springs Road Expiration Date: 7p 159 Paradise CA 95969 A. P. # 041-09-0-038 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. - Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and.signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. -CJCJXX - No"inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to,permit expiration. After -expiration of your permit, no work may be started until anew permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the ;PARADISE office. Thank you for your prompt attention concerning this matter. Yours very truly, C.. MichWel C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3505 WHITE SPRINGS RD Owner: Permit NO: B07-2201 APN: 041-090-038 BLAGA FAMILY TRUST Issued Date: 10/24/2007 By KCG Permit type: MISCELLANEOUS 3505 WHITE SPRINGS RD Subtype: HVAC Change Out PARADISE, 69 95 CA 9 Expiration Date: 10/23/2008 Description: HVAC CHANGE OUT (530) 877-5454 Occupancy: Zoning: U 00 Contractor Applicant: Square Footage: SECO HEATING AND AIR SECO HEATING AND AIR Building Garage Remdl/Addn 4320 ANTHONY CT, SUITE 1 4320 ANTHONY CT, SUITE 1 ROCKLIN, CA 95677 ROCKLIN, CA 95677 Other Porch/Patio Total (916) 652-6755 (916) 652-6755 FEE INFORMATION DBM Heat Pump (Package Unit) $58.00 Total Charged: $58.00 Fees Paid: $58.00 Balance Due: $0.00 Receipt No: B5089 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License SECO HEATING AND AIR 888629 / C20 C38 / 12/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects Vbasis 10/24/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: `Confractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION - OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). F.,[ I;HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Cade: '—Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: PREFERRED EMPL(policy Number:WKN1275722 Exp. Date:05/01/2008 Contractor's License Law.). (This section nee not a competed if the permit is or onehundred dollars ($100) es—or s ) ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/24/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X � — 10/24/2007 1 hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building \�SignMu!!5 Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE Bath,officers, injury, including death, and property damage caused arising out of, in any way connected with HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION, ( ) the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the t is a DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the roperty owner or am authorized to act on the pro rty owner's behalf. 10/24/2007 CONSTRUCTION LENDING AGENCY . Lv 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for `Nam of,. _ermittee-(SIGN]—Print-t Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR. Agent for Owner- Agent for Contractor FILE COPY Lender's Address City State Zip * �;-8 BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION [NO. AND SUBMITTAL REQUIREMENTS �o�� 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION BIN # Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name pirst �j ee�h Name City D _ Address C J t V45 City kV, State Zip(,����� Phone 530_ p1l �S jt5.Lj � t Fax E-mail E-mail CONTRACTOR Name 6eco ee�h Address �� ^"*Noh l City D _ Stat � Zip Phon'el��%5%�c'Jr Fax l E-mail Lic. #p a� _qla§sC� APPLICANT SIGNATURE X Foroffice use only: ARCHITECT/ENGINEER Name 5cco Address SRA City No State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT SIGNATURE X Foroffice use only: APPLICANT INFORMATION Name 5cco Address SRA City No State Zip Phone Map Book Fax E-mail Planner APPLICANT SIGNATURE X Foroffice use only: ning Flood Zone SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS1BldgApplSubRgmts.doc Page 1 of 2 PROJECT LOCATION AP# Property Address II F Ci Te✓ � � s �c,r Cross Street Cil h � WORKER'S COMPENSATION Policy Number 5 v �© Carrier 1 AA. 1►^ vJ Ln C2. G� If hiring anyone other than license contractors, a certificate of w ker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work:, Sq FT- Living Garage Open Cov ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Bldg SRA Receipt #: Sheriff SMIP Date: Other REV 8-12-05 V=OK O = Not OK : =Not AAppplliicable RESIDENTIAL Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4.Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) . 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin'--roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Wells; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd -Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: V=OK O=Not OK -=Not Applicable =Not Ready MOBILE HOMES ' Date/Initlals MOBILE HOME UTILITIES (Plans) OK except #'a ' 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftra :Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5.Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip :Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SE E - BUILDING DIVISION 7 County Center Drive - Orovill� California 95965 - ep one (916) 538-7541 PERMIT No. APPLICATION AND PER I 93-3353 ASSESSOR PARCEL NUMBER 041-090-038 ZONING R20 XXXXXX BUILDING PERMIT OWNER ERT COBURN TELEPHONE 872-9011 SQ, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS DI 95969 EST • 6,500 CONTRACTOR'S NAME TELEPHONE 893-4563 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 90.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3505 WEITE SPRINS RD PARADISE PERMIT FEE $ 133.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFO Duplex ❑ Mobilehome ❑ Other POOL SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New MAddition O Remodel ❑ Utilities O Installation ❑ Other O Describe Work: ABOVE GROUND POOL PERMIT FEE $ 35.00 Contractor ELECTRICAL PERMIT Filing Fee 20.00 MASTER #91-507 R LE ss Main Service ( 200A LIE ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLOS. ) SO. 3.5C FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ® 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON-REslo. ( BRANCH CIRS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup.FIXED APPS. OR ( OWUTLETS HRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. 16 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood t6E.5O Ventilation PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against saidHAZ- County in conseque a of th ra ting of this permit. X Date 626 J 0(!i /-!%I 3 Signature of Applicant 4,X Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 0cc CONST. TYPE TOTAL FEE $ 168.0 D. FEES IMP y CDF PARCEL PD H I U _ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. DIRECTO OF WORKS BY Date PERMIT EXPIRES ON .tel Receipt No.��j�1-2n . t` WHITE-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT M ..ti��,�..w.cls--''`.',•'".;F,�y�.sry"='��1-n-••,,.-,r[�---^•,+.;y-`-T•Mi'"`.S•`.�iT''#K(1'"T'kl�"^.a�v4^;r�•[t.,fti'`•+,..-,,..'eFvw,fSy..-.t...�.....r�..r_- _-•--.. - i J COUNTYOF BUTTE - DEPARTMENTOF VELOPMEN S RV CES - BUILDING DIVISION Ale,7COUNTY CENTER DRIVE -OROVILLE;ALIFORNIA9596-TEL-7541 Proposed Building Use PERMIT APPLICATION DATASHEET Building Inspector At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... . 3, Complete plans, 3/4 sets, signed by preparer of plans . ..................... . .4. Engineered plans and calcs, 3/4 sets, with *wet signature on plans . ............. 5. Hazardous Material Form . .............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data ;and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ ......................................... 11. Impact fees,as shown on attached schedule . .............................. 12. California Department of Forestry. plan approval/fees. ....................... . /13. Flood elevation letter (100 year flood) b California Engineer. .......•... � � [ 14. Sanitation and plot plan approval Health Department. . 15. City of Chico plumbing permit . ...................................... . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for required. .. oa i� 9 ��request - (Dace) 21. Contractor's license information. (No., Name Style, Classification) . ............... 22. Certificate of Workmans Compensation Insurance . ......................... . 23: Owner -Builder Verification (Given to owner , Mail to owner ). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ..................:...................... . 29. Documentation of legal access . ..................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. r 34. When you issue the permit, process as follows: Co"_ Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Q Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new'item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Cou _ Date Plans checked by Date Plans approved by Date _ Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works A F.H. I ISE, ().NLY Plot Plan Altachud Floor Plan Atudmi B.D. TO: Building Department 0 FROM: Environnicrital Hcalth SUBIECT: Sanitation Clearance f bt4AII 01� RtO6 I- r 9L /K5 OWner Location Ap# t Plan Approved for: Sewa-e Disposal Water Supply,-- PLIbhC Prlype Well -oom mobile home. Other L Clearance for bed i Hold final for: Final clearance O.K. for: NOTE: /0/7 Environmental HeahhxSpecial ist pate 8/92 o - •• e UNLIMITED POOLS SPAS • STOVES September 22, 1993 - County of Butte Building Department 747 Elliott Road Paradise, CA 95969 Waterworks Unlimited authorizes. that Rob Coburn may use-the---- buttress sethe-buttress oval pool plans that we have on file for his permit. The pool will be located at 3505 White Springs Road, Paradise. Sincere y, S. D. Colburn President cc: Rob Coburn CA Contractors Lic. #647304" 135 W. 8th.Avenue (1/2 block off Esplanade) • Chico, CA 95926 (916) 893=4563 • FAX 893-9720 • Toll Free 1(800) 559-7727 I ::" e moo. J o UNLIMITED POOLS o SPAS a STOVES September 2.2, 1993 County of Butte Building Department 747 Elliott Road Paradise, CA 95969 Waterworks Unlimited authorizes that Rob Coburn may use the buttress oval pool plans that we have on file for his permit. The pool will be located at 3505 White Springs Road, Paradise. Sincere y, L� S. D. Colburn President cc: Rob Coburn I CA Contractors Lic. #647304 135 W. 8th Avenue (12 block off Esplanade) • Chico, CA 95926 (916) 893-4563 ® FAX 893-9720 v Toll Free 1(800) 559-7727 BITE CpNIT -y OF FO 0 IF X,4 A,4t:) '40r 'y SE: arQUIR F OI3SERNf 3 MAY TIONS All a r Nol Z4 N F,4GI s , faNC cc PLA'49* FC31-1-avvi t4C3 -r8w41'rF-FAf3lp SLOPES fSSjvF- SHOIN"I F%c - • '491vr- 3011-9 R FILLS u To 0 L ORAINA.C3 . r c crSSIv- ra 4A TURA IC3,49 SOIL OR se UA UNU car4c)ITIC3,49L CHANGES OCCUPANCY F-UTURE 00 NCY CH0 EET THE BED REQUIRE T WILL AT THE S REQUIRED TI c3N PERMIT ApPLICA TIME OF y CHANGE co FOR A NEW OCCUPANC R TENANT IMPROVEMENT w fv -�.. `, ,L7 ! � III `; '111 �1''i� � / 6 11,04 eLA( , PA fz tzq, 1) qC- if A Ll F Pli C)C// _0)90_030 11-G- zoo? A N Ory tE:: RESPONSIBLE FOR 4,rRTY OWNER 15 RESPON c-oTY LINES PRO L INING LOCATIONS OF PROPERTY G REQUIRED 14 D ET E� M D MAINTAININ ZAND EASEMENTS AN RTY LINES AND cr-S FROM PROPE SETBACKS A SURVEY MAY BE REQUIRED IF EASEMENTS. BUILDING EASE NECESSARY BY THE: 'kFZt,41NE:D N E DET OFFICIAL. COMPLY WITH C:E)F/ CAL FIRE REQUIREMENTS PRIOR TO BUILDING DIVISION FINAL. CONTACT CAL FIRE CALIFORNIAADIVISION OF FORESTRY (F .0 FOR INFORMATION FOR REQUIREMENTS ,)I '6�-ND-IPAS-PECTIONS. PROVIDE MINIMUM DISTANCE O FROM FOOTING OF STRUCTURE OF -5F-rFROM ALL PORTIONS OF PRIVATE SEWAGE DEPOSAL I SYSTEM INCUDING SEPTIC TANK, LEACH AREA AND PITS APPROVED PERMIT APPROVED PLANS AND S H 0 SHALL BE N SITE FORALL I N SI FOR ALL INSPECTIONS 1— 7, F E TI _2007 CBC, �EC:mo�- ID) A�41 v rpr. C: rp I 1- 47 A loof' E v GE, AND 2005 CALIFORNIA ENERGY STANDARDS AS I WILDING I CLQ L AMENDED N BY THE JURISDICTION DE-AK41T# :: Pr DAPPLY TO THIS PROJECT. `AACR ITL 7 7V SEE S TR UCTURE SETBACK ATTACHMENT atuB1uLAprp;; j ro - v�i- IA *uro FOR SLOPED BUILDING VFSITES RI ., FILE COPY _ pr. fit141 M ,�Il'd1 S 'NIW„(�F XVW X ; � �►3� �I�barroH,� ; CDLLJ _ o x p_ CLQ w LU 0 Cr M Y V LL! 0 C J CA iC W ►cc v J a Am F- V NIW . V)C E3/t1 dna 06-29-1984 10: 23HM FROM 11EEKS BLDG CENTER—CHICO TO \A 34. Q.. 8721467 P.01 10, 0" 1p 5. 0„ Y' O ��-"y 20 lbli-. 1.0 lbs. 8 bags A/�uz, Labor )_XF A W 9 3" screws (916) 893-3354 16 GaIv - readymi x —Z t 1.r _, i A -Sar �, 1 C0 0n _.� - A -%t.- #fd[:�() rl() BUTTE COUNTY P"W A7TAc4_Ea ILDING DEPARTMEN Materiels: �� A ROVED 10 - 2x4 - 15' ptdf substructure 3 10 - 4x4 - 8' ptdf posts " F' 14 - 2x6 - 16' dfsb joists 10 - 2x8 - 18' df sob substructure 4 - 2x8 - 10' dfsb substructure --Bob E:eller 398 E. 2nd. Ave, 880 In.. 2x6 con com redwood — N 1Njn sel=c- Chico, Ca. 95926] Y' O ��-"y 20 lbli-. 1.0 lbs. 8 bags A/�uz, Labor )_XF A W 9 3" screws (916) 893-3354 16 GaIv - readymi x —Z t 1.r _, i A -Sar �, 1 C0 0n _.� - A -%t.- #fd[:�() rl() � � � � �'� �. ',�• :,� Itt_ S l!`Tf�,�:r i¢)� ,, r,� •�?i')++._.. -- -�?.•-._�_t ^l'""_ -... _ ......_ -rA:•�.KS="�' p,, 4 'r.M •. .w. ri rr� , r i q y� yi •!'"� ..i J �, :it .a ,L_ , p ., I .,� 1. , � r,t'::i•,. D`ti .ii!ij f;daaa••+11� �.,{�,IS�{�.���'Z} ✓.fi�l�wq►+;.--, . t-., .,' ,�r•9 ' r ,•,:ger:' •. �• :4:'r. 41 i Y 8e6 Gf PlmS and AminkePt On the soli at an ttmLw and it is U3114 to anY $ams or altorationz Qu mcg wp&(ut wri'Fern flagon from tbO Dqmtmmtof PubUc �p Works, 00imtV of Butte. AXO'I'S: All Materials &M. ,orkmans �ItaCll Be Aceordanoe with Esegsd Gfiotl,` 04d ali of a Qu �Y Pra�rit�<fnr In the Untfwm Butlding,' Code and tie N .. =•. -:•-.a::..• � �:7 . i''.: �., �M1 � � ' �� 1Y�(� rl � HS`�'.� , t. z). S 4 7 � ; I,��.I�'. � � I' i . 1 .r: :l:• '". �,,.. i- ;,R.:."1. .. "+14�"1nr�- T+ .1�:A4t�'�'f�+'''i� _o--�'••- .'. ''h•, i. : � �;�r;2�yr� lu.b�^Ei!Ip�P+e�S4�'`'i��' r}f - �, G'.:.`Z` �rh,. ..� S"'�'3•`,,t��.,�`�1� i r`tt r 1 rl�� Nl.°C{'6Ct�'�'/ s3�� ^f , - i r•, i.. :� {'1 !Q�7..p"r^}9' .I . �'' ,1 e + ��, t i, L +, � + ,i:+ S t.-. tT {..1 y1 ;It IA, S ' '• �aCf 't'�~+ Ay. M1y} ` rte'= 10 sz�i. - _ ..r ':t = , �p � �:; ,b�'n`v. (''y_ '" 11 87'R OTURI 3 AND EQUIPMENT IN ,..._._ .� ING 0'' ERH>� G5 CLU ... F. �•`��: ,; � :.r. '�•,D�;..:,,...n=;„�;::::' Ste{. BE CP.�.-.AFS 1= ALL EASEMENM. i BACK O 2S FT. FRCI+, T -3E SIDE'AND ��If t,' :• i' ;:t „ FT. F FROM THE REAR F:=sCPCSTY Tj e R Li�IES AND �� Ff.FROM, `E OAD CENTERLINE SHALL BE AOF STRUOTURES AND EQUIP. ENT EXCEPT URK A 2 FT. EAVE OVERHANG. -lit ` "111 `t� �� •�''.'�...�(�L � - Com' (� VT ------------------- 1� •'� �-� a LI` 1n '� BUTTE COUNTY MILDING DEPARTMENT ",[.�PPROVE® -117 _� 1. � •��� , .. v - ... ... .. (.r•.;°\ ... .. _ . �.; :L•7R..—:.^ � .. � T� 1p't,r'�w:...-. i I •jR - � .. � , .., ••yew -\d''\ I {� 1`Tj�:,,^f: ~-:moi,.. -.� . . �, , , •\ .�� �.14 ` . PL h�t �.�.1}� �p-�11.a��'� •'i "-,�• "( : s n'�•Y',`.i{S +•ea.. r., r � �. � .�'✓''''• ti_.�._,_..y. ,��:.:':-fc~ __�,.a:.=.. ;a ,rf?•.4t r''� �E' �' S?' �' qi6:' `i };:, i' I! y.. .tl'�'•' • , ! i�:, ` •:A . '� , '� Ja '�..� �.. � • H Y/1 FF ��� •; ("} �' ,+, , � •� �' � S Sf �iY•.', `I . �.i }f .. - � � • i � .. 1' , .,1i•i:7 .r! J•' �g ,ti :} xl�t�y c; ,A';:s V..j,�� 1 a ; .1 ..i. rr; 1•`,jr4+�"y t!•,•y _,�Jr' tir; •,- '4., :i 1�46�, ' • ,r ;'$ / Y �., " ,, + '� ,f � �9't:.l -J`a ! . f ,.. - .. • ,- ••( •: r.!• l,�'t' 11.:'.: 1 . s i • Y ,'t'"l .1` , t (' '. � Il �, y'•� � 1. ar. t ! ` .1., • \ I f ,',1. i11, :" s,;,y ��, ;�ar� °rrAt r { I r1�F I i/►• �. i. , Thia sa.*Cplans aafl I&VaaffkvMow XWT b® kept_ on the fob at all 'blirios and it is unlawia to maka any Chanew, or alt arsuom en Bad withof. vMtten perm3saion 4oma Ua® Dvpartment of 0 wof B 1 CW �T pry �t g/- So -7 , 1•f iM '�'. 'll J r '� I r i' • � � � /�° if r� S^`i7'1'F V, !.. { �� I {�!7 �L�°�. -'.,.. i�,:.ial`,';'_ .._...._ _._._�.___......• 1 ,)irlll 't ' rFOI , ! ,q APPROIVED. Butte Irr s '�• Y ��i �i4 , r y 1 WQurlty. Environm_ ntaf Health ., �.• J r•r {r�`({ alf'k si}+�'( I�., r IS}'J�/{`(f.,y. p#,i't• %o h APPROV'r vo r , .;, f '` t.r�>•i;!gw3 I 7'r 4 1.'�?,;,1 l(S."'.&1�, (/ D to -'""'+�' :..7".�-.(:,,.wLh:'.�i,l�,M�ret ._ �, ��it r �", ,lAI�/1'7y aj��•'•¢ 1 7X1 1 t' ?,. !'.j l"Njr,''.i,7�MF �,. .. ,F;',�.Ai� .N!'::, •;:..:vim �,,,,. 1�'�"' +'x`. .. + F i-�r1�.}q''ry.�,'• ••: /1',°. _ ' d.._ - . f ..f.11.s f' I i '1p�.:1 �� ,.r r 17 �Py � (• : �s rk 1 � t, �a, Ton � `` o�.r'felr dt r: tf .t, �{ ,'� t� 'xl �?r, :n ,trf _AP ���,�1�4}�, s�ty�e``, t \ r,i7• �s�'3r1 Gf`}rt r�,! ' ..•i 'I.• I .dr:^.sic?'!1c�•y � ,,,r ' `tali "la^.n,ta tn�,�„ ,�%•'M; �''[r 'Et { � ` ,' _ .�. 1+\'.i! r � _ f� i' I 1 �1• 4! t�lrl ,.. 1. �r••. Rr•��i o f �r i .. _ 't:' � R �1 1tt i}S q rj 'S5 3 fly l 1 . i80fL8r P1gt1 .:-'. on file for plans. , ..��j� 1�•I ....�yyp �!" ��Y�1 l�' 1 1. Z ? 1 rt• 1 j ! (I �r I� ,ly,,} 1 Y �- •-t (; t a. �% y iqi§ `' f 1. j.,J'1ro�� %:r , . {5 °S 41pir ,'�'rf 4' •'{�!'�a til '' .. .. ! %!,1�v `/ ( v/ • l t f y `rl,t,''t15 '��w, F��i�' 4 'F 'i��'�� 7�! � \1 V �^C 1 �1 a �,-" `�� _� ► ; 1 ' ALL. S''I R PTUAES . AND EQUIPMENT INC l� ` INCA 0:61Q v'- HAIdQS SHALL BE CLEAR OF ALL EASE E-.��iTS V ...•.:. 1 A .}'�'t"'^��'-, y.+.. pe -M-FROM THE S1 AND ._..!.�.C.i:� �'---•;.�al�t .,�' ,�,Prbs' 7 .� � .i. , �•• � .A ��S�`T'�,.�BACK:. Vi u c „`� '' " "s ' ' } ;` I REAR PROFERTY LIN -S AND Iii'. FROM TI-I-E FIOAD CENTERLINE S ALL BE R OF STRUC`T 11 ES AND EQUIPMENT CEPT Gy A 2 Ff. EAVE OVERHANQ. 1, S P9 I .__ 4' • �D, qtr , �,,'` �+I� �gf,� • ' / ', / I ' !'3R1 ''1 i if. }:3 r �'. /• l,dt 'I •'..# .:y•• '' +.'�Jo�`� .. .. j• �3 t •1 xt41 t7l{,j � � •I ENVIRONMENTAL HEALTH.. a 0 C t- 1 1993 C . 3 PARADISE, CALIFORNIA �.� ! •,\� i co `TE COUNTY ': dUILD��iG DEPARTMENT „, _ _„ _.__-�_______.�.._r. _. � _ - ,. ._�__. _. l' �� l � �, I � � � ., I 1 I � � I ,� -' I I' �' i �i i I { i _i I