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HomeMy WebLinkAbout024-170-018024-170-018 IMAL PEASLEY, JACK & LINDA 572COWEE AVE. GRIDLEY CONT: MARK STEWARD NEW SF W/GARAGE & COV PO H 024-170-018 03-0556 PEASLEN, JACK 572 COWEE AVE, GRIDLEY Cont: STEWARD, MARK NEW PRI DET GARAGE 024-017-018 04-2814 PEASLEY, JACK 572 COWEE .AVE, GRIDLEY CUNT: VIKING POOLS POOL MASTER 0 1 -521 024-170-018 05-1087 PEASLEY, JACK 572 COWEE AVE, GRIDLEY Cont: VIKING POOLS NEW POOL MS'TR#01-521 0 Zq. ' J70-015 peasl*-1 '�-'v- sr" 572, CalA)�e-e&Ve- 0 2 y - /70 - 0/8 ENVIRONMENTAL HEALTH CLEARANCE DATE2- 024-170-018 04-1134 PEASLEY, JACK 572 COWEE AVEN, GRIDLEY 'y yr;i Cont: OWNER AG EXEMPTBUILDING vii PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. GENERAL NOTES: GOVERNING CODES: 1. THE DESIGN COMPLIES WITH THE 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE, 2007 CALIFORNIA BUILDING CODE, ASCE/SEI 7 -05 -MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES AND THE 2000 ALUMINUM MANUAL -ADM 1-00. DRAWING NOTES: 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED, 3. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 4. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. S. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT. THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. 6. LATTICE ATTACHED AND FREESTANDING PATIO COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL. 7. SOLID ATTACHED PATIO COVERS MAY BE ENCLOSED IN ACCORDANCE WITH IBC APPENDIX i OR IRC APPENDIX H. B. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 9. AN ATTACHED PATIO COVER MAY SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE SLAB IS AT LEAST 3 1/2 INCHES THICK AND IS LOCATED IN AREAS WITH A FROST DEPTH OF ZERO TO A MAXIMUM COLUMN LOAD OF 750 POUNDS. 10. 20 POUNDS PER SQUARE FOOT L.L. AND GREATER MAY BE COMMERCIAL & USED AS CARPORTS ONLY WHEN LOCATED IN AREAS WITH A FROST DEPTH OF ZERO. DESIGN CONSIDERATIONS: 14. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS: 1/2 INCH PER FOOT. 15, MINIMUM PATIO COVER SIZE: 80 SQUARE FEET. 16. MINIMUM SIZE OF EXISTING ROOF OVERHANG AT ATTACHED COVER: 50 SQUARE FEET. 17. COVERS ARE DESIGNATED "RIDGED BUILDINGS" AS DEFINED IN ASCE/SEI 7, SECTION 6.5.13. 18. COVERS SHALL NOT BE INSTALLED INAREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 6.5.7.1. 19. THE FREESTANDING AND ATTACHED SOLID PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 20. THE FREESTANDING AND ATTACHED LATTICE PATIO COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES" IN ACCORDANCE WITH ASCE/SEI 7, SECTION 6.5.13. 21: THE RATIO (H/P), PATIO COVER MEAN ROOF HEIGHT (H, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT EXCEED ONE (1). 22. THE RATIO (UP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1). MATERIAL SPECIFICATIONS: 23. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION AND HAVE EQUAL OR GREATER YEILD AND ULTIMATE STRENGTHS. 24. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 POUNDS PER SQUARE INCH. 25. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER SECTION 1804.3.1 OF THE IBC AND CBC. 26. EMBEDDED STEEL MENBERS SHALL BE HOT -DIPPED GALVANIZED, RUST-O-LEUM OR EQUAL PAINTED OR ELECTROPLATED AND CONFORM TO ASTM A-446 GRADE C. STAINLESS STEEL MEMBERS SHALL CONFORM TO ASTM A653, GRADE 40. 27. FASTERNERS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307; HIGH-STRENGTH BOLTS SHALL BE A-325. ALL BOLTS SHALL HAVE STANDARD -CUT PLATED WASHERS. WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION. 28. THE EXPANSION ANCHORS CITED IN THESE CONSTRUCTION DOCUMENTS SHALL BE HILTI KWIK BOLT TZ CARBON STEEL( ICC -ES ESR -1917) OR APPROVED EQUAL. NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED x{No, 37948 r n CMI DESIGN LOADS: 11. RESIDENTIAL APPLICATIONS - IBC CHAPTER 16, IBC APPENDIX CHAPTER I AND IRC APPENDIX H. ROOF LIVE LOADS: 10 AND 20 POUNDS PER SQUARE FOOT. SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. ROOF: 30 POUNDS PER SQUARE FOOT (EXPOSURE C, NON -HEATED STRUCTURE). WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES B AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY D. 13. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC SECTION 1605.3.2. Dy- �Sl 12. COMMERCIAL APPLICATIONS - IBC CHAPTER 16. G } I ROOF LIVE LOADS: 20 POUNDS PER SQUARE FOOT.' jI��!!(Ia�\ /ISI SNOW LOADS: GROUND: 50 POUNDS PER SQUARE FOOT. �+ APPROVED ROOF: 30 POUNDS PER SQUARE FOOT ( EXPOSURE C, NON -HEATED STRUCTURE) ! /�� STRUCTURE) o WIND LOADS: 90 MILES PER HOUR, EXPOSURES B AND C. 100 MILES PER HOUR, EXPOSURES 8 AND C. 110 MILES PER HOUR, EXPOSURES B AND C. SEISMIC LOADS: SITE CLASSIFICATION D. SEISMIC DESIGN CATEGORY 0. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = ATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 & 30 psl URALUM PRODUCTS, INC. FIR16.1,7.7n?i SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 GENERAL NOTES HORIZ. WIND = 69 ALPINE AVE., SACRAMENTO. CA 95828 SHEET 1 OF 29 REVISED BY. K.K. & D.P Pn Vx1R110 MPH FAX dnt7RtP ..I..#hA l n, SOLID PANEL TYPES ATTACHMENT CHANNEL ALUMINUM SEE DETAIL DS Cq L NO rRUCTURf V ROOF PANEL PROSECT T 13E LES qR S FOR SPANS SCHEDULE /ON IF EN IOSED 0. SPAN "O.H." NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE --� DRAWN BY: K.K. TOM CAMPBELL B ASSOCIATES. INC. POS OPTIO NAZ CANTILEVER JOB NO. GF07-0674 SEE SC CG SCHEDULE SEEPOSTS SQ. POSTS, SIZE VARIES t SPACING DURALUM PRODUCTS, INC. 1(916)452-7021 S O H. 3 1/2" SLAB ATTACHMENT RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES MAY BE USED WHERE ALTERNATE: SHEET 2 OF 29 PERMITTED. SINGLE POST SEE SCHEDULE SEE SCHEDULE FAX 403.1519 aeles@durelum.wm MAX. HT.= 12' I„ 1 NOTE: NO SPLICE AT THIS f POST AND A END BAYS. FOOTING WHERE REQUIRED ✓ 1 SEE SCHEDULE FOR FOOTING CUBE SIZE G NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE A I-1_1 rr% Cl IK It1 r n Tr r T\/nr IIA 11 ATT'� [sMA AI IA//A AIII \/M /Y r'1 ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H." NOT TO EXCEED 25% OF SPAN C:. (MAY ND7 BE ENCLOSED) 0 ALUMINUM ROOF PANEL SEE SCHEDULE FOR SPANS "O.H " NOT TO EXCEED 25% OF SPAN SEE DETAIL FOR SPLICE - SO. POSTS, SIZE VARIES 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE MAX. HT.= 12' j�0.:P i 946 101 ATTACHMENT CHANNEL SEE DETAILS - MIN. 0.5" SLOPE PER FT. E REQUIRED ✓ FOR FOOTING CUBE SIZE jj �!� NOTE: EACH COMPONENT IS INTER- CHANGEABLE WITH ANY OTHER NI uu (1 4 /,UU5 COMPONTENT UNLESS OTHERWISE SHOWN. )II ATTA/l LJEZn RAI 11 TI0r3AAI WA//P`AAITII C\/CD nOTIn KI GOOF PANEL MIN. 0.5" SLOPE PER FT. E SCHEDULE FOR SPANS I 0 ' b.H." NOT TO EXCEED 25% OF SPAN LENGTH OF .H STRUCTURE VARIES (MqY NOT SE ENCLOSED 1 SEE DETAIL FOR SPLICE _� (I SEE DETAIL FOR SPLICE Post OPTIONAL: CANT LEVER BEAM POST OPTI NAL: CANTI E SQ. POSTS, SIZE VARIES SEE schEo��Fs SEE POST SPACINFOR SQ. POSTS, SIZE VARIES SEE SC4-110 f5 SEP STS ACINGSCHEDULE FOR 3 1/2" SLAB 0.2500 T 3 1/2" SLAB ?5%' MAY BE USED ALTERNATE: OFSp E D MAY BE USED ALTERNATE: OF SP TO CONSTRAIN SINGLE POST qN N TO CONSTRAIN SINGLE POST FOOTING, SEE SEE SCHEDULE FOOTING, SEE SEE SCHEDULE SCHEDULE NFOTE O SPLICE AT THIS SCHEDULE NOTE14D 0 SPLICE ITHIS T POST DAT END BAYS. POSTAT END BOYS. FOOTING WHERE REQUIRED ✓��NOTE: �' FOOTING WHERE REQUIRED ---/' / JSEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE /�1/ NOTE: EACH COMPONENT IS INTER - 1/2 x 9" STEEL ROD EACH COMPONENT IS INTER- 1/2 x 9" STEEL ROD CHANGEABLE WITH ANY OTHER CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN. TYPE "C11 FREESTANDING W/CANTILEVER OPTION TYPE "D" FREESTANDING MULTISPAN W/CANTILEVER OPTION III DRAWN BY: K.K. TOM CAMPBELL B ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SOLID PANEL10, 20 8 30 psi DURALUM PRODUCTS, INC. 1(916)452-7021 1 I SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 STRUCTURES H.RIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 2 OF 29 REVISED BY: K.K. d D.P. 90, 100 d 110 MPH FAX 403.1519 aeles@durelum.wm III / RAFTER.TABLE FORORSIZE OPEN LATTICE TYPES SIZE AND SPACING SEMAX. PROJ.E SCH SCHEDULE Fx/Sr/Nr' BV/�O/NG NOTE: MAY NOT B ENCLO ED OR COVERED. MAX.THIS OPEN LATTICE -TYPE STRUCTURESEE SCHEDULE MAX. O.H. ` RAFTER, SEE TABLE 25% OF SPAN 0' \ FOR SIZE i %p ,,a\ AND SPACING SEE SCHEDULE 600• TOM CAMPBELL 8 ASSOCIATES, INC. POST CROSS-SECTION, PO T HEIGHT GF07-0674 ® 16 SEE CH DULE LENGTH OF STRUCTURE VARIES OLF ygA,G `` b V i I��A[��LAA,� � � y A` ITY r�/FC/NC' OST WITH SIDE- BGUILDTURE'VARI@S°'��f TO CHANGEABLE WITH ANY OTHER sFFr rpgC PLATES SEE DETAIL STRUCTURES SeF rgB FCiNG I FOOTING. SEE COMPONTENT UNLESS OTHERWISE SHOWN.<F N SCHEDULE APPROVE[) pos TO CONSTRAIN EE OPEN LATTICE -TYPE PATIO COVER NOTE: EACH COMPONENT IS INTER- S 1/2" SLAB ATTACHMENT p MAY BE USED WHERE 1 `ii�;� sFFT spq srsp ? , '.< (• 9B�FC/NG CHANGEABLE WITH ANY OTHER SF PERMITTED. Frg64c I l 1 ` l:li� COMPONTENT UNLESS OTHERWISE SHOWN. SEE SCHEDULE SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE E: EACH COMPONENT IS INTER - TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE FOOTING WHERE REQUIRED. ABLE WITH ANY OTHER OPEN LATTICE -TYPE PATIO COVER SEE SCHED. FOR FOOTING CU `Es NT UNLESS OTHERWISE SHOWN. SCALE: NTS NOTE: THIS OPEN LATTICE -TYPE STRUC MAY.ML BE ENCLOSED OR CO TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTU e�`P YPE "F" ATTACHED M No, 379A RAFTER, SEE TABLE MAX PROJ. FOR SIZE SEE SCHE U E ll.L N-�: THIS OPEN LATTICE -TYPE C MAX. PROD. "I " � • SEE SCHEDULE EF 5 1 " AND SPACING MAY140T BE ENCLOSED OR O D. 5"!1•''• ' 2S� MAX. O.H. O'H \ SIZESEE ABLE C1 1` RAFTER, SJ. l� AND SPACING OF„"4; O5%OF SPAN "-Oyu t `I'C SpgC��NO F /P p,O.H .���VVVi i /lil I SF\01-25%O SPAN _ HEIGHT LENGTH OF STRUCTURE VARIES OST HEIGHT SE HEDUL LENGTH OF STRUCTURE VARIES F.Y/sT/NGeUI(O/NG - POST WITH SIDE- PLATES SEE TAIL 3 1/2" SLAB ATTACHMENT MAY BE USED WHERE PERMITTED. SEE SCHEDULE FOOTING WHERE REQUIRED, SEE SCHED. FOR FOOTING CUBE SIZE LATTICE STRUCTURE NOTE: THIS OPEN LATTICE -TYPE STRUCTURE 0 MAY NOT BE ENCLOSED OR COVERED. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. POST CROSS-SECTION, CF G GF07-0674 S sFF rsp DATE: 10/23/2007 SEEPOSTDET L NOTE: EACH COMPONENT IS INTER -posy MAY BE USED r�/FC/NC' TO CHANGEABLE WITH ANY OTHER sFFr rpgC RANCHO CUCAMONGA, CA 951 741-2107 ( ) STRUCTURES b i/2'SLAB MAY BE USED I FOOTING. SEE COMPONTENT UNLESS OTHERWISE SHOWN.<F N SCHEDULE NOTE: EACH COMPONENT IS INTER- pos TO CONSTRAIN EE OPEN LATTICE -TYPE PATIO COVER ANY OTHERFFrge��c,N CHANGEABLE UN sTH SCHEDULE FOOTING WHERE REQUIRED COMPONTENT ESS OTHERWISE SHOWN. FOOTING WHERE UIRED SCALE: NTS SEE SCHED. FOR FOOTING CUBE SIZE SEE SCHED. FOR FOOTING FOO CUBE SIZE TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN L TTICE STRUCTURE DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD _ PATIO COVER SYSTEM AS MFG. Y:ESHEET GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING- OPEN LATTICE 10, 20 8 30 Pel DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA 951 741-2107 ( ) STRUCTURES HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO. CA 95826 3 OF 29 REVISED BY: K.K. 8 D.P. 90,100 8 110 MPH (916) 452.7021 FAX 403.1519 aales@duralum.co SOLID PANEL SPANS FOR COMMERICAL & PATIOS 21 ,I I- .67„ " T 35 4.40" 2.46" I T1.70" 40"Tt-35 1.48' 40" I 4.50" 4.50" I 40 0" 3.00" I- 4.50" 4.50" 3.00" 24.00" AI 11�� nl nV OnnA .1. - M A. 24" TRI -'V" PAN L.L.= (PSF) PANEL"T" (IN.) 90 MPH SPAN 100 MPH SPAN 110 MPH SPf EXP.B EXP.0 EXP.B EXP.0 EXP.B EXP. 10 .018 11'-0" 10'-0" 10'4" 9'-0" 9'-7" 8'-I SHEET 4 OF 29 024 12,_10" 11'-7" 11'-7" 10,4„ 11,_0„ 10'- .032 14'-9" 13'4" 13'4" 12'-0" 12'-10" 11'- 20 .018 9,_6„ 9,-611 9'-6" 9'-6., 9,_6„ 9'-E .024 10'-7" 10'-7" 10'-7" 10,4„ 10,_7, 101- .032 11 _8„ 11 _8„ 11 _8„ 11 _8„ 11 _8„ 11'• 30 .018 7'-g" 7'_9„ 7'-9" 7'-9" 7--g" 7'- .024 9'-0' 9'-0" 9'-0" 9'-0" 9'4" 914 .032 10'-2" 10'-2" 10'-2„ 10'-2" 10'-2" 10'• 90/100/110 MPH EXPOSURE B & C DRAWN BY: KK. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 10, 20 8 30 Psl DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 4 OF 29 REVISED BY: K.K. & D.P. 90, 100 & 110 MPH 452-7021 FAX 403.1519 seles@duralum.eom SOLID PANEL SPANS FOR COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C 77" .09R. (I.S.) 67" N25„ FAN BEAM iv 77" .09R. (I.S.) .67" ALL UNMARKED RADII .06R N .25" 2.5" v, ALL UNMARKED RADII.06R h 45 `� 2.5" = 1 TYP 38" 45' N 1 7e"I . nq1 79 1 4 oo,- I HEADER TYP CEILING FAN AND/ Lf– OR ALUM. ALLOY 3004-H36 OR EQUAL LIGHT FIXTURE (MAX. 30 Ibs. ) 18". x2 1/2" FLAT PAN L.L.= (PSF) "T" (IN.) 90,100 8110 MPH SPAN EXP.B EXP 10 .018 .020 13'-6" 13'-6" .024 14,_9" 14 - .032 17'-8" 17,_8„ .040 1g --O,— 19'4„ 20 .020 9'-9" 9'-9" .024 10'-6" 10'-6" ..032 12'-8" 12,_8„ 040 14'-2" 14'-2" 30 .020 8'-0" 8'-0" .024 81_91. 81_91. .032 10'4" 10'-4" .040 11'-8" 11'-8" �O Pg I. CA�yA tr I ,... �lAK 't 5 7iillJ civic-�� T=.070" TY . ALLOWABLE SPANS 2" x 3" FAN BEAM 10# 20'-7" 20# 15'-6" 30# 12'-9" EXIST. WALL FAN BEAM ALUM. ALLOY 6063-T6 8LIT COU/ - ATTACHMENT AT HANGER CHANNEL SEE SCHED. HANGER HANNEL FAN BEAM d APPROVED E® 3" FAN BEAM C—t \ #12 S.M.S. SCREW \ #12 S.M.S. SCREW AT HANGER CHANNEL FAN BEAM ATTCHMENT AT HEADER FAN BEAM I3" .042"x3"x8" HEADER \#12 x 3 1/2" S.M.S. SCREW AT HEADER ALUM. ALLOY 3004-H36 OR EQUAL 6"x2 1/2" FLAT PAN L.L.= (PSF) "T" (IN.) 90,100&110 MPH SPAN EXP.B EXP.0 10 Y.040 .018 14'-3" 14'-3" .020 15'-5" 15,_5, .024 17,4„ SCALE: NONE REVISED BY: K.K. 8 D.P. .032 19'-5" 19'-5" 8269 ALPINE AVE., SACRAMENTO, CA 95826 21,_0„ 21,_0„ 20 .020 11'-0" 11'-0" .024 12,_5, 12,_5, .032 14,_4„ 14,4„ .040 16'-0" 16'-0" 30 .020 ,024 10,_2„ 10,_2„ .032 11'-9" 11'-9" .040 13'-2"13,_2„ DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING PANEL SPANS 8 30 psf 10, 20 13.", DURAIUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA, CA (951) 741.2107 FAN BEAM HORI2. WIND = 70, 90 8 110 MPH1(916)SHEET 8269 ALPINE AVE., SACRAMENTO, CA 95826 4a OF 29 452.7021 FAX 403-1519 sales®duretum.eam PANEL FASTENERS ll`� .............. ............... , .............. 24" 24" TRI -"V" PAN L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 1Z" X 3 1/Z" VV F'ANtL L.L.= PSF 90- MPH 100- MPH 110 -MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. NOTE: FASTENERS INDICATED ARE TO BE USED AT FRONT HEADER AND REAR LEDGER 90/100/110 MPH .075" 750" EXPOSURE B & C .860" OPTIXo PRODUCTS ACRYLIC PER R9.250 I.C.C. E.R. 5411 OR EQUAL QKOFESS�OH SKYLIGHT DETAIL SCHEDULE OF ALLOWABLE SPANS FOR 6" / 8" x 2 1/2" FLAT PANEL ADJACENT TO SKYLIGHT PANELS L.L.= 6" PANEL SPANS / 8" PANEL SPANS t=.020" t=.024" t=.032" t=.040" 6r, 8" Err 8r, 6" 8r, 6" 81, 10 10'-2" 10'-2„ 12'-9" 12'-9" 13'-4" 13'-4„ 14'-7" 14'-7" 20 8'-10" 8'-10" 10'-3" 10'4" 11'-4" 11'-4" 12'-3" 12'-3" 30 T-1" 7'-1" 8'-4" 8'-4" 9'-10" 9'-10" 10'-8" 10'-8" USE A MAX. OF (1) SKYLIGHT PANEL PER: (3) 8" ROOF PANELS OR (4) 6" ROOF PANELS qp r 6,00,118,001, L.L.= PSF 90- MPH 100- MPH 110- MPH 10 #10 S.M.S. #10 S.M.S. #10 S.M.S. 20 #10 S.M.S. #10 S.M.S. #12 S.M.S. 30 #12 S.M.S. #12 S.M.S. #12 S.M.S. 6" / 8"x2 1/2" FLAT PAN W/(2) -V'S , it DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 RAL COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING NTIAL SGA, 10, _.8 30 Pel DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO C CA 741.2107 PANEL FASTENERS HORIZ. WIND = 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 5 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 452-7021 FAX 403.1519 sales@duralum.com , it .1 RAFTER SPANS FOR OPEN LATTICE COMMERICAL & PATIOS 90/100/110 MPH EXPOSURE B & C ALUM. ALLOY 30U4 -H36 -_I 2„ 6.5.. OR EQUAL MAX. 2" Imo- 6.5" �I 3.0" 16.0" * SEE NOTE BELOW ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 024" OR EQUAL '042 032" y OR EQUAL .042• .032" * SEE NOTE BELOW 2 x 6 1/2" RAFTER v DBL. 2 x 6 1/2" RAFTER ZD 3 x 8" RAFTER 0 100 MPH 110 MPH c 100 MPH 110 MPH " Qj 100 MPH 110 MPH 90 MPH L.L.= "T" 90 MPH L.L.= "T" m 90 MPH o EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) H a EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 (PSF) (IN.) a o EXP. Br-EXP.0 EXP. B EXP.0 EXP. B EXP.0 16" 14'4" 13'-0" 13'-0" 11'-8„ 12'=10" 11'4" 024 16 20'-3„ 18,_4„ 18,_4„ 16'-6„ 18,_1„ 16,_0„ 042 16 28'-2" 25'-7" 25'-7" 22'-6" 25,_2„ 21,_2„ .024 24" 11'-B" 10,_7, 10,_7, 9'-6" 10,-4" 9'-3" 10 24„ 16,_6„ 15,_0" 15,_0„ 13,_6„ 14,_5, 13,_1„ 10 24„ 23,-0" 20,_10„ 20'-10" 18,_9„ 20,-6„ 18,_2„ 16" 19'_1" 17'4" 17'-4" 15'-0" 17'-1' 15'4" 16" 27'-0" 24'-6" 24'-6" 22'-0" 24'-2" 21'-4" 10 .032 .032 24" 15,-6„ 14,_2„ 14,_2„ 12'-8" 13'-11" 12,4„ 24" 22,_0„ 20'-0" 20'-0" 18'-0" 19'-8„ 17,4„ 16" 26,-4„ 23,_10„ 23'-10" 21,_6„ 23,_0„ 20'-10" 16" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 15'-2" 16" 21,_0„ 21,_0„ 21,_0„ 21,_0„ 21'-0" 21,_0„ 042 24„ 21,_6„ 19,_6„ 19'-6" 17,_6„ 18,_g„ 17,_0„ 20 024 24„ 12,-4„ 12,_4„ 12,_4„ 12,_4„ 12,-4„ 12,_4„ 20 042 24„ 17,_2„ 17,_2„ 17'-2„ 17,_2„ 17,_2„ 17,_7, 16" 10'-8" 10'_8„ 10,_8" 10,_8„ 10,_8" 10,_8" 16" 20'-2" 20,_7, 20,_7, 20,_7, 20,_7, 20,_7, 024 .032 24" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 16'-6" 24„ 8,_9„ 8,_g,. 8,_9„ 8,_9„ 8,_9„ 8,_9„ 16" 14,_3„ 14,_3„ 14,_3„ 14,_3„ 14,_3„ 14,_3„ 16" 12'-5" 12'-5" 12'-5" 12,_5, 12'-5' 12,_5, 16" 17,_3„ 17,_3„ 17'-3„ 17,_3„ 17'-3" 17'-3„ 20 .032 24„ .024 .042 11'-8" 11'_8" 11'-8" 11'-8" 11'-8" 11'-B" 30 24" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 10'-2" 30 24" 14'-2" 14'-2" 14'-7' 14'_7' 14'-2" 14'_2" 16" 19,_8„ 19'-8" 19,_8„ 19'-8" 19'-8" 19'-8" 16" 16,_7, 16,_7, 16,_7, 16'-7, 16,_7, 16'-7" 042 24" 16'-1" 16'_1" 16'-1" 16'-1" 16'-1" 16'-1" 032 'n 13'-6" 13'-6" 13'-6" 13'-6" 13'-6" 13'-6„ TRIBUTARY WIDTH TABLE 8 1 7 1 8 1 B 1 10 1 11 1 12 13 * ENGINEER'S NOTE: WHERE SINGLE R/ BETWEEN MAY BE USED AT 32" o.c. OR CLEAR SPAN (FT.) DOUBLE RAFTERS WITH 3" MAX. SPACING GLE RAFTER SPANS AR 'NOT X6 EDE gn[1.. UOUNTY �I/11; .� tiz ")"bUILDINO DIVISIO PROJECTION �ED SPA .1� TRIBUTARY TRIBUTARY= TOM CAMPBELL & ASSOCIATES, INC. WIDTH 1/2 SPAN+O. U.N. 13 PATIO COVER SYSTEM AS MFG. BY: 14 DATE: 10/23/2007 30 .024 16" 8'-10" 8'-10"8'-10" 8'-10" 8'-10" 8'-10" 24" 7,_2„ 7,_2„ 7,_2„ 7,_2„ 7,_2„ 7,_2„ .032 16" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 11'-9" 24„ 9,_7„ 9,_7„ g,_7„ 9,_7„ 9,_7„ e,_7„ .042 16" 13,_6„ 13,_6„ 13'-0" 13,_6„ 13,-8„ 13'-6" 24" 1 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" 13'-3" TRIBUTARY WIDTH TABLE 8 1 7 1 8 1 B 1 10 1 11 1 12 13 * ENGINEER'S NOTE: WHERE SINGLE R/ BETWEEN MAY BE USED AT 32" o.c. OR CLEAR SPAN (FT.) DOUBLE RAFTERS WITH 3" MAX. SPACING GLE RAFTER SPANS AR 'NOT X6 EDE gn[1.. UOUNTY �I/11; .� tiz ")"bUILDINO DIVISIO PROJECTION �ED SPA .1� TRIBUTARY TRIBUTARY= TOM CAMPBELL & ASSOCIATES, INC. WIDTH 1/2 SPAN+O. U.N. 13 PATIO COVER SYSTEM AS MFG. BY: 14 DATE: 10/23/2007 NOTE: TRIBUTARY ON MULTIPLE SPANS IS 15 EQUAL TO CENTER SPAN TO CENTER SPAN 16 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 6 30 psl DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 RAFTER SPANS HORIZ. WIND - 6269 ALPINE AVE., SACRAMENTO, CA 95626 I REVISED BY: K.K. & D.P. 90, 100 8 110 MPH FAX 403.1519 ssles@durelum.00m SHEET 6 0129 HANGER CHANNELS AND MOUNTING BRACKETS 1.50" WALL FASTENERS 078 2.740" ALUM. 3004-H36 SEE TABLE 300" .06 .633" 1.50" t= 0.04' ZHANGER a10 SMS PANEL 2s"R 05' T=.060" w 2" . LOCKS OR #8 SMS 04' i0 OAT EA. CONTACT O 5„ WALL FASTENERS p N M .200 / 2 SEE TABLE 9 FASTENERS (D io WALL CONTINUOUS ;7 LOY ROOF PANEL (WHERE OCCURS( 6 ALUM.ALLOY APPROVED 3" OR 4" A .060 I-: 6063-T6 ALUM.ALLOY INSUL. ROOF PANEL o 1 75" O #10 SMS EA. CONTACT w 6063-T6 ROLLFORMED HANGER EXTRUDEDEL WALL CONNECTION 1 I.R. HANGER O C #10 SMS T&B AT 12" O.C. R.F..OR EXT. HANGER HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR-CONC.) Q CHANNEL, 2x OR 3x RAFTER BRACKET. WIND AT 2x FASCIA AT WOOD STUD AT MASONRY OR DESIGN W/ SIMPSON A35 16" O.C. CONCRETE LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL= 90 A B or D B or D E E E J J ~ No. 37948 ALUM. PANEL 2x 0� � r 3x ALUM. RAFTER 100 B or C B or D B or D E E E J J FASCIA BOARD EXIST. EAVES, RAFTER 110 D B or D B or D E E E ALLOWABLE PROJ. EXISTING EAV SEE TABLE BELOW OVERHANG o: DESCRIPTION OF LAG SCREW SEE NOTE BELOW) CIVIL �P Z Z A=3/8"O x 1 1/2" @ 12" O.C. E=3/8"O x 4" @ O.C. EACH STUD H W B=3/8"O x 1 1/2" @ 8" O.C. F=7/16"O x 4" @ O.C. EACH STUD �C+ QNa C=7/16"O x 1 1/2" @ 10" O.C. J=1/4"0x1 1/8"®16" A.B. \ \ �.f/I (J •� -1 ) i EXISTING EAVE CONNECTION �� 0=Ins^a x 1 v2" r� 12" o.c. K=1/4"0x1 1/8"@12" A.B. f EXIST. RAFTER DRAWN BY: K.K. ALLOWABLE DECK/ RAFTER SPAN RAFTER SIZE SPACING OVERHANG LL=10 LL=20 LL=30 2" x 4" FULL OR 2" x 4"24" FULL 16" O.C. V-6" 16'-8" 13'-10" 9'-3" 2'-0" 11'-8" 8'-B" 5'-10" O.C. 1'-6" 10'-8" 8'-3" 5'-6" 2'4" 7'-0" 4'-6" 3'-0" 2"x6"FULL OR 2"x8"NOTCHED 24" O.C. 2'4" 17'4" 14'4" 9'-6" 2"x8" FULL 24" O.C. 2'4" 29'-3" 25'4" 16' - NOTE: AT 10, 20 & 30 L.L. MAY USE: 2x6 OF -L #2 LEDGER MAY BE INSTALLED WHERE NEEDED TO EXIST. WALL AT WD. STUDS (16" O.C.) USE: (2)-3/8" 0x5" LAGS 3" APART VERT. AT 16" O.C. (2 LAG SCREWS PER STUD) THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS), 11.1.3 AND 11.1.4, RESPECTIVELY j I 10# L.L.=(2)#8 SMS EA. SIDE DRAWN BY: K.K. " 1 1/2" 20#/30#L.L.=(2)#10 SMS EA. SIDE 3/16" U -BRACKET 8" 0 STEEL 3/4' OR 1 1/2" 0 0 1/4"0 HOLES,TYP. NOTE: PROVIDE WATER _ I 2x6 1/2"O $' O O PROTECTION METAL FLASHING r CAUCK JOINTS AND SLOPE TO DRAIN 5" MIN. •n� 1�1� RAFTER TO P %ALL(CONNECTION O I RAFTER I TYPICAL BRACKET AT EVERY 2x 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET 5 /4" OR 1 1/2" 4 BRACKET CONNECTION BELOW RAFTER W/ _✓ \ FOR SPAN SEE ALLOWABLE \DECWRAFTER SPAN TABLE EXISTING W000 STUD FRAMING EAVE LENGTH DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. ( OR 2.8 LEDGER PATIO COVER SYSTEM AS MFG. BY: 2 EACH 1/4"0 x 3-1/2" LAG SCREWS L.L.=10 61 RAFTER 2 EACH 7/16"0 x 3-1/2" LAG SCREWS L.L.=20 AND 30 PSI COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3/4"(3)-#1 10, 20 8 30 psl DURALUM PRODUCTS, INC. 1(916) F#10x1 x3 12" W.S. COVER tT,. •n� 1�1� RAFTER TO P %ALL(CONNECTION O NOTE: PLACE "SIKH FLEX" OR SIMILAR �{ • 1 ( MATERIAL BETWEEN BRACKET AND COMP. 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHINGLE ROOFING TO PROVIDE SEAL NOTE:BRACKET 5 MAY BE MOUNTED 4 BRACKET CONNECTION BELOW RAFTER W/ _✓ SAME CONNECTION'S. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07 0674 DATE: 10232007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING HANGER CHANNEL ANO BRACKET 10, 20 8 30 psl DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 ATTACHMENTS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO. CA 95826 SHEET 7 OF 29 REVISED BY: K.K. 9 D.P. 90, 100 & 110 MPH 452.7021 FAX 403.1519 ssles@durelum.cc COLUMN/ POST TYPES & SURFACE 'MOUNT ATTACHMENT DETAILS / 3" 71 r I3.00" SQ. S ' 3.00"SQ. f 032" #10 SMS 3'00" $Q. ui R�SQ..t=.250 Q.xt=.188" 024®24"O.C. J1 •��� -Io "EA. SIDE `tl 1 O 07 ' b J=4"SQ.xt=.18e411 6.5" 113„ ri K =5"SQ.xl=.188„ L ` TYP. 040"ALU 032" .048"STEEL .0" 1 O O 3.0".4.0" OR 5.0" 24 I . 5/8" PLASTIC PLUG .28.. 3" SQ. ALUM. POST �` 3 SQ. ALUM. POS 33 ALUM. - 3s -150-S7MAG POST SQUARE ALUM. ALLOY 3004-H36. WITH SIDE PLATES- �" -D'. ' r• 3" SQ. STEEL POST 3 SQ. ALUM. POST ASTM AE6 POS 40 ii�— ` ALUM. ALLOY 3004-H36 O 6 ALUM. ALLOY 6063-T6 ALUM. ALLOY 3.00" OR 20" ��� �PS • C'Q44,p Fy 6063-T5 2:40" 1.375" .1 � 7/16"OHOLE 6" �'' ° s ' 2`FLANGES ; Ji V i s t o', = r T ��2�t1/8" APART i No, 3? 46 0 t7 .75". 1.,25" 2.s'0� P ROVED I W n:^' >t I ASTM GRADE 40 STEEL EXft�`t I 75" .75" BASE FLARES 7a s CIv �Q. " 157" _ __ _ TO T WIDE EA. 1 1.60" TYP. SIDE OF FLANGES 1.5 POST ONLUSE FOR Y 11 } INSTALL WASH. PLATE 090" TYP. 5.50-- 1%"x .so" --� / 1%" x 5/16" x 5y" WHEN USING & 1-7/16"0 HOLE IN 110 MPH WIND AREA & 2-3/8" HOLES .090" BRACKET FOR 3" POSTS �2- s/1s"0 HOLES TYP. EA. SIDE - ALUM "T" BRACKET STEEL "T" BRACKET T=.060" TYP. s 3-3/8" LAG SCREWS OR 21/8" 2 1/8" �4;-1/4" LAG SCREWS 3"S 7/6" ®,Q. CKET wi (2.5' PENE. INTO WALL) 1, (2)-#12 SMS EA, 3" SD. ALUM POST c I SIDE OF POST OR 1. 2" 1/4" M.B. THROUGH POST I _-0 7 GA. PL. (.18") 3, I 11/16"0 ROD 3/16", I 1040 STL. AUGER PARTS PAINTED 20"20" "RUST-O-LEUM" OR EQUAL 3"SQ.POST BRACKET: 2 1/2"x 2 112" 3" 3" OR HOT DIPPED GALVANIZED (,)-1/4" 0 M.B. x 7 GA. STL. OR ELECTROPLATED PER SIDE (2 -TOT.) PLT. ASTM A36 ALUM. ALLOY 4" DIA. 9 GA. 6063-T5 3" x 8" ALUM. RAFT. BRACKET ASTM A-36 HELIX 3 16, �) 9"x16"x7 GA. / 3" x 8" ALUM. HEADER ASTM PLATE SINGLE PASS WELDED � NOTE: � ASTM A36 "H" BRACKET AUGER ANCHOR MAY. A USED WITH AUGER PARTS PAINTED 3"SQ. ALUM. POST RUST-O-LEUM" OR EQUAL / HEADER BRACKET i ONLY. OR HOT DIPPED GALVANIZED NOTE: OR ELECTROPLATED STEEL FOOTINGS AND AUGER ANCHOR TO BE'. - .r- -- USED FOR 10 L.L. ATTACHED STRUCTURE ONLY. SINGLE PAS6 WELDED t i6 STEEL FOOTING - DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: PATIO C JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING COLUMN I 10, 20 8 30 psl M PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA. CA (951) 741.2107 POST TYPES HORIZ. WIND' 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 8 OF 29 REVISED BY: K.K. 8 D.P. 90, iO0 & 110 MPH (916) 452.7021 FAX 403-1518 sales@durelum.eom COLUMN/ POST TYPES & SURFACE MOUNT AND EMBEDMENT DETAILS ALUM: TYPE B, USE WITH I POST TYPE B,C,D,,D, OR E.STEEL POST ONLY: STEEL "T"BRACKET USE WITH , USE POST TYPE (3)-5/8"0 BOLTS FM -i "T' BRACKETF, G, H. J OR K R POST TYPE J POST TYPE B,C,D,E,F,G,H,J OR K. I i @ 3"SQ. POST W/ 3' S0. POST ALUM."T"BRACKET: 3"SQ. POST (2)-#12 SMS EA. USE (2.3/8"0 HILTI 1 , SIDE OF POST OR KWIK �OLTS OR EQUAL 2 -1/2"0 BOLTS 1/4" M.B. THROUGH STEEL. T BRACKET: 112 DEPTH R 1 / USE (2)-3/8"0 HILTI KWIK FOOTING OR I / �R ALL OTHER POST SEE NOTES BELOW I I CONDITIONS BOLTS OR EQUAL c\ 12"MIN. EMBD. I i (2)-3/8"0 HILTI "KWIK"" (FO MIN. EMBEDMENT DEPTH \ 1 F— BOLTS, OR EQUAL, EACH FOR KWIK BOLTSmmFT BRACKET TO SLAB. MINIMUM DISTANCE TO EDGE OF SLAB = 2-1/2" SLAB SHALL BE IN GOOD CONDITION FOR SIZE 3 1/2" MIN. SEE FOOTI SCHEDULE EXISTING SLAB n7 ATTACHED ALTERNATE FTG. CUBE SIZE SQ. 18" DEEP " CUBE FTG. 18" 18" SQ. 12" 20" 21" SQ. 12" 22" 25" SQ. 16" 24" 28" SQ. 20" 26" 32" SQ. 23" 28" 35" SO. 25- 30" 39" SQ. 28" 32" 43" SQ. 30" 34" 47" SQ. 32" 36" 51" SQ. 34" 38" 55" SO. 37" 40" 80" SQ. 39„ 42" 64" SQ. 41- 44" 69" SQ. 43" - CUBE FOOTING W/ 3 1/2" SLAB o. n e POURED CONCRETE • FOOTING SEE NOTE 3" SQ. POSTS TO CONC. FOOTING ATTACHED ONLY FOOTING & ANCHOR BOLTS FOOTING SIZE SINGLE POSTS EMBED. BOLTS 23" & 24" CUBE (2)-1/2"0 3 1/4" 25"- 30" CUBE (4)-1/2'0 3 1/4" 31" - 34" CUBE (4)-5/8"0 4- 35" - 39" CUBE (4)-3/4"0 4 3/4" 40" - 42" CUBE (4)-3/4"0 4 3/4" NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ CARBON I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. SPECIAL INSPECTION REQUIRED. J La w 01/2"OM.B. x9' LONG, 1" SQUARE FROM END SEE FTGS, OF POST SCHED. NOTES: 1. DO NOT USE ALUM. "T" BRACKET WITH 3X8 BM. W/INSERT, MAG. BEAM, 4" OR 7" 1 -BEAMS. 2. POST TYPE E INSTALL WASHER PLATE, 2"X ya" X 0'-y2" AT STEEL "T" 9TACKET. MBAR .t b NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED 16".INSERT I�jx .188" ASTM A36 STEEL 3" SQ. POST (STL.) OR FLUTED OR 4" SQ. POST (STL.) INSERT PL.5/8"THK. --' 11/2" 1 j 11/2' 1 1/2" 15" 1 1/2" WELDED STEEL BASE PLATE BASE PLATE SCHEDULE PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. 8 12'SO. x5/8" B. C. D, FBG 18" SQ. x 518" B. C, D. F, G. & H FREESTANDING BASE PLATE ANCHOR BASE PLATE ANCHOR BOLTS SIZE & TYPE (4)- 3/4"0 HILTI KWIK BOLT TZ CARBON STEEL 12'02'x5/8' PER I.C.C. ESR -1917 OR EQUAL (4 3/4" EMBEDMENT DEPTH) (4)- 3/4"0 HILTI KWIK BOLT CARBON STEEL 18"x18"x 5/8" PER I.C.C. ESR -1917 OR EQUAL 1(4 3/4" EMBEDMENT DEPTH) 4 DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. COLUMN LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JO=OF DATE: 1 012 3/2 00 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING SURFACE MOUNT 10, 20 & 30 psf DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND EMBEDMENT HORIZ. WIND = MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 SH REVISED BY: K.K. & D.P. 90, 100 8 110 FAX 403.1519 sales(Mduralum.com - 4 HEADER BEAM' TYPES & ATTACHMENT DETAILS 1.52" .61" GUTTER EXT. CLIP GUTTER EXT. CLIP —I 3.00" SQ. 2.00" SPLICE WHERE SPLICE WHERE SPLICE WHERE 1.79" OCCURS OCCURS OCCURS .. 4.6" 075" 2.57"4.6" � TYP. 14"R 4" _ 2.19" _tT N IPI R .048" 2.04" 065" . 2.04" I TYP. 2.08" — 065° JI_ .28" ---r- - TYP. 4.0000" 3.or-1 .038" R.F. GUTTER 27' ALUM. ALLOY ALUM. ALLOY ASTM A653 GRADE 40 FASCIA -ALUM. ALUM. ALLOY 6063-T6 6063-T6 E ALLOY 3004-H36 6063-T6 6.5" ROLLFORMED O 4.5" GUTTER O MAG. GUTTER O MAG BEAM O 3" SQ. STEEL BEAM 4 Q�OFE§.0,® �i��1 .; i l�,l ;—�I 3.0" I �— r 3„ —I ��O P5 �. Cq��"�ll�, MAX.---� 2" {r 6.5" jj__ .o4r, SPLICE 0 .,-1. r WHERE 4" SPLICE WHERE w - N =1. •7 i 948 y 8.0" OCCURS - OCCURS aT 070' �;.: 032" TYP. �z T TMP' CIVIL - v►' ALUM. ALLOY 3004-H36 _ , ALUM. ALLOY 3004-H36 I OR EQUAL ALUM. ALLOY ALUM.AlLOY OR EQUAL 8063-T6 C 6063-T6 4" I -BEAM O 7" I -BEAM O DBL. 2 x 6.5 BEAM 3 x 8 BEAM O 3.0" � 1.25" I�. ALTERNATE STEEL C -BEAM FOR ALUM. I -BEAMS 3"e" .625„ r MAX•�I 3' 4" I -BEAM = 7x 2 3/4" x 16 GA. STEEL C -BEAM 1 .042" I 8„ 042" T=14 GA. 7" I -BEAM = 12"x 3 1/4" x 12 GA. STEEL C -BEAM I —� f— 7.875' ASTM A653 GRADE 50 j I __F_625" ALUM. ALLOY 3004-H36 O ALUM. ALLOYOR EQUAL 36 ^ A I 2,875 I N OR EQUAL ,VI 3 x 8 BEAM W/ STL. INSERT DBL. 3 x 8 BEAM 3 x 8 BEAM O STEELINSERT In Y" DRAWN BY: K.K. TOM CAMPBELL d ASSOCIATES. INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB N0, GF07.0674 DATE: 10123I2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 10, 20 d 30 ", DURALUM PRODUCTS, INC. SCALE: NONE RANCHO-CUCAMONGA, CA (951) 741-2107 BEAM TYPES HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, cA ese26 SHEET 10 OF 29 REVISED BY: K.K. d D.P. 80, 100 & 110 MPH (918) 452.7021 FAX 403-1519 eelea(a)durelum.com SPLICE DETAILS 11 BEAM TO POST DETAILS 12� SIMPLE SPLICE FULL MOMENT (2VALLE MT(� E� 1 u10 S.M.S. II #12 S.M.S. - II IS tor. TYP. THICKNESS = .035 (24 TOT II TYP. THICKNESS= = .035" _____ 6.38" II II t n t t tt ALUM. ALLOY 3004-H36-4 Ll ALUM. ALLOY 3004-H36 OR 6063-T5 FOR EXTRUDED OR 6063-T5 FOR EXTRUDED NE NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR.,1.1( IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT.END BAYS i bl x.15 I .� :) IGUi 7 NOTCH I -BEAM FLANGE AS NEEDED TO CLEAR SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY SQ. POST,CONNECT WEB NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE U (6061-T6) ALTERNATE TO POST W/(2)-112"0 0 f ES TL. C -BEAM THRU BOLTS 311 TOTAL- (8)-1/2"0 BOLTS .............. . ................................................................................ �:tj0 �C' CA SQ. POST 1.00" o� o 0 0 r BEAM TO POST CONN. i.......it�j~ No. 37948 t' 2. 01. 1'.' SPLICE WHERE : 411 ... E)(p 1 OCCURS 070.. TYP. ° ° NN" i C #12 METAL BACKED, ALUM. ALLOY NEOPRENE WASHERED 6083-T6 TAX. STAGGESCREWS R " IN BEAM 4" I-BEAMFLANGE 31-611 MOMENT C -SPLICE ROOF PANEL NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED. SPLICE WH Occul ALUM. ALLOY 6063-T6 7" I -BEAM MOMENT C -SPLICE 4"x3" ALUM. "I" BM. OR 7"x4" ALUM. "I" BM. - (4)-,1/4"0 M.B. BEAM TO BRACKET 2- 3/8"0 M.B. THRU STL. "T' BRACKET TO POST. POST, SEE SCHEDULE -- _v__ ALTERNATE BEAM TO POST CONN. DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 10123/2007 STR NGIN E COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 8�'M 10. 20 .3 psf DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAAL CA (951) SPLICE DETAILS HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 11 OF 29 REVISED BY: K.K. 8 D.P. 90, 100 8 110 MPH 452.7021 FAX 403.1519 sales®durelum.com BEAM TO. POST CONNECTION DETAILS OPTIONAL DECORATIVE FASCIA' ( WOOD, ALUM. OR HARDBORD) - TOM CAMPBELL & ASSOCIATES, INC. - ` g, M TO POST 3" X 8" X .042" BEAM, PATIO COVER SYSTEM AS MFG. BY: DURAL PRODUCTS, INC. JOB NO. GF07-087d DATE: 10/2 312 00 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3" SQ. STEEL OR (2)-010 S.M.S. EA. SIDE (4) -TOT. \ 626B ALPINE AVE., SACRAMENTO, CA 95826 IN 10 MAG BEAM. 910 S.M.S. TOP & BOTT. (2) -TOT. 2412 x 112" S.M.S. EACH SIDE OF 3`o 80, 100 8 110 MPH (916) 452-7021 FAX 403-1519 aetas�durelum.com SHEET 12 OF 29 #10 X 1/2" S.M.S. TOP 1 1/4 F� Sq. POST (4-TOTALl1 ALTERNATE: 1/4"0 IOLT W/ WASHER & BOTT. (2) -TOT. EA. SIDE OF 3" SQ. POST ROOF PANEL 4° 6 1/2" 1.501 + iI 1 10 75 Oj1 ROLLFORMED OR EXTRUDED GUTTER ALUM. BRACKET X FASCIA I 50.1 9 (4)-#14 SDS @ EA. SIDE J + 1' - TOP & BOTT. TOT.=16 #10 S.M.S. @12"O.C. 3' SO. POST 2.35" I 2" 1„ 6 1/2"x2"x .024"RAFTER 2410 x 1/2" S.M.S. EACH SIDE OF 3" SQ. POST (4 -TOTAL) ' ALTERNATE: 1/4"0 OLT WI WASHER ' EA. SIDE OF 3" SO. POST lt-� 3" X 3" ALUM. OR STEEL POST 3.00" 3' SO. POST 14 OR .240" H - BRACKET TO POST GUTTER FASCIA MAG BEAM 3" SO. POST 13 3"SQ. STL. BEAM ALUM. ALLOY 3003-1-124 ALUM. ALLOY 3003-1-124 1::50" 1.50" .28" -� .018 �01- P1 2"x3" LATTICE TUBE 1 1/2" SQ. OR 2" LATP2 S �#8 x 2 "SMS, 2 1/2" �� �P�J 1• v�1/(�� / OR 3 1/2", TYP. ` 1 1/2" OR 2" SQ. OR 2"0" LATTICE j @ 3"O.C. MIN. UP TO 7"O.C. MAX. CDZ ULI~ No. 37948 t ','. — RAFTER E � ,1 _1il _i it LATTICE TUBE TO RAFTER S CIO- . 17 1 RAFTER "TAIL" TO GUTTER 15 3.125" FOR 3 x RAFTER 2. 2 2 x F R t = .U4U' (CL) bUb3- I b t= .04.0•'3004-H35 ALUM. (4) - #8 x 3/4" TEK SCREWS BRACKET TO RAFTER 1011/2" MIN. � n! 70611i 0 1(4) - #8 x 3/4" TEK SCREWS BRACKET TO BEAM "U" BRACKET - RAFTER TO BEAM 1$ DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. - ` g, M TO POST LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: DURAL PRODUCTS, INC. JOB NO. GF07-087d DATE: 10/2 312 00 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING VV/ ATTACHMENT f0, 20 8 30 psl HORI2. WIND = 626B ALPINE AVE., SACRAMENTO, CA 95826 IN SCALE: NONE RANCHO. CUCAMONGA, CA (951) 741-2107 80, 100 8 110 MPH (916) 452-7021 FAX 403-1519 aetas�durelum.com SHEET 12 OF 29 REVISED BY: K.K. 8 D.P. DOUBLE RAFTER CONNECTION DETAILS LATTICE BEAM TO POST CONNECTION ' ,,)BEAM SPLICE TO 1 1/2" OR 2"LATTICE #8 S.M.S. OCCUR DIRECTLY OVER 5/8" 0 PLASTIC ALTERNATE 1/2" POST. NOT PERMITTED PLUG WHERE BOLT CONNECTION PLAN2 RAFTER- at7.6 SCREWS I @ 2 -POST UNITS SCREW IS INSIDE ALTERNATE: PER SIDE I 4414 S.M.S. EACH 5" #14 SMS MAY RAFTER TO COL. BE USE AS -- CONNECT. (8 -TOT.) 3.5" 3.5" ALTERNATE TO 1/4"0 BOLTS 3.5. 3.5" 8" BEAM 4s" o s" ❑1 OR E2 i 1 1" 6414 SMS EA. Ell, SIDE 6 1/2" SIDEPLATE EA. 3"x 3"STL.POST (24") I ° I ALTERNATE: #14 SMS EA. SIDE (2)-3"SIDE SEE POST SCHED. INSERT ATTACHED OR (2)-2x6.5" OR 3'x 3"STL.POST COLUMN I x8"HEADER TOP, MID HEIGHT FOR FREESTANDING (2)-1/2"BOLT AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES �Y I BEAM TO POST CONNECTION 2"x 6.5" SIDEPLATE 2� DBL. RAFTER / DBL. HEADER CONN. 9 POST SCHEDULE F-3" SQ. x .024" + (2)-2" x 6 1/2" x'.024" 3" SQ. x .024" + (2)-2" x 6 1/2" x .032" 1 I W/ (6)-#14 S.M.S. EACH SIDE. F2 W/ (6)-#14 S.M.S. EACH SIDE. USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING. SHEATHING I��E� iHING i J .li.l'UuJ QFESS OQ� #8 S.M.S. EACH SIDE Qw_ LATTICE 1 1/2" OR 2" _J �Q.4i�`PcJ 1 4hA F 2"x6" LEDGER (EXIST.)F _ 3/8" LAG SCREW w ~ No. 37948 r 2"x6.5" OR 3"x8" RAFTER ALTERNATE: 1/2" BOLT ALTERNATE: 2)- #10 S.M.S. EACH RAFTER O COLUMN CONNECTION (4 -TOTAL) ALTERNATE: ALTERNATE: (2)- 24.5" OR (2)-3"x8" HEADER 3"x3"x0.024" (1) - 1/2" BOLT OR CONNECTOR (2)- #10 S.M.S. EACH RAFTER STUB COLUMN TO DOUBLE HEADER CONN 20 '+ EXIST. 1" STUCCO OR EQUAL PENE.INTO WOOD FRAMING EXIST. STUCCO / LEDGER ATTACHMENT DETAIL 4 DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 - COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING LATTICE 10, 20 8 30 Pel DURALUM PRODUCTS, INC. 1(916)452-7021 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 CONNECTIONS HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95828 SHEET 13 OF 29 REVISED 8,: 90, 100& 110 MPH FAX 403-1519 sales®dumlum.mm 4 POST F MAX HT.= 8' FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. 6.5" ROLLFORM 411 I -BEAM LIVE LOAD = 4.5" / MAG GUTTER MAG BEA 1 3" SQ. STEEL BEAM POST SPACING TABLE FREESTANDING 10, 20 & 30 st P DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED WIND = 8289 ALPINE AVE., SACRAMENTO, CA SHEET 14 OF 29 REVISED BY: K.K. b D.P. 1011 L.L. 90 MPH = So MAX.COL. MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED SPACING SPACING SPACING SPACING FTG. MIN. FTG MIN• ' SPACING SPACING FTG. MIN FTG. MIN. FTG. MIN. FTG MIN. FTG MIN. FTGMIN. FTG. MIN. FTG MIN. ON SLAB (IN.) POST TYPE (IN.) POST TYPE (IN.) POST TYPE (IN. - POST TYPE POST POST (IN.) TYPE (IN.) TYPE (IN.) POSTPOST TYPE (IN.)* TYPE (IN.) POST TYPE (IN.) POST TYPE 4' 17'4" 14'-6" • 28 F 22 B 19' 33 G 24 B 15'-2" 28 F 22 B 14'-0" 28 F 22 B 15'-2" 28 F 22 B 8'-10" 5' 13'-7" 13'4" 28 F 23 B 18'-0" 28 G 25 B 13'4" 28 F 23 B 13'-0" 28 F 23 B 14'-1" 28 F 23 B 6' 11'-4" 11'-10" 26 F 23 B 16'-8'5.7„ 28 G 26 B 12'4" 28 F 24 B 12'4" 28 F 24 B 13'-3" 28 F 24 B 7' 9'-8" 11'-0" 26 G 24 B 15'-5" 28 G 27 B 11'-5" 26 G 24 B 11'-8" 26 G 25 B 12'-7" 28 G 25 B 8' 8'-6" 10'-3" 26 G 24 B 14'"6'3,_6„ 28 G 27 B 10'-8" 26 G 25 B 11'-1" 26 G 25 B 12'-0" 26 G 26 B 9' 7'-7" 9'-8" 26 G 25 B 13'-7" _ 28 G 28 B 10'-1" 26 G 25 B 10'-5" 26 G 26 B 11'-7" 26 G 27 B . 10' 6'-9" 9'-2" 26 G 25B 12,- 28 G 28 B 9'-6" 26 G 26 B 9'-10" 26 G 26 B 11'-2" 26 G 27 B , 11' 6'-2" 8'-9rr 26 G 26 B 12'-3" , „ 28 G 29 B 9'-2" 26 G 26 B 9'-5" 26 G 27 B 10'-10" 26 G 28 B 12' S'-8.. 11'-9'; 26 G 29;� '� �.�;(� 9'-0" 26 G 27 B 10'-6" 26 G 28 B _ 13' 5'-2" 11'-3" 28 H 30 B @ 8'-8" 28 H 28 B 10'-3" 28 H 29 B 7.. 14' 4'-10" 10'-10,-3" 28 H 30 B y 8'-4" 28 H 28 B 10'-0" 28 H 29 B 15' 4'-6" 10'-6'._ 28 H 30 B [�OLW No 379. 8'- 1 28 H 28 B 9'-9" 28 H 30 B „ cc .11. .- .:. 'r( 16' 4'-3" 10"-22" 28 H 31 B� Xp.i 17 .. r..; 7'-10" 28 H 29 B 9'-6" 28 H 30 B l -KA11 17' 4'-0" 9'-10" 28 H 31 B vju 7'-7" 28 H 29 B 9'-4" 28 H 31 B 18' 3'-9" 9 7 28 H 31 B r : ; �' 7'-4" 28 H 29 B 9'-2" 28 H 31 B s,_o„ 19' 3'-7" 9-2 01 33 H 31 B _ 7'-2" 33 H 29 B 9'-0" 33 H 32 B „ 9 33 H 7T B 7'-0" 33 H 30 B 8'-10" 33 H 32 B -Y 8'-7" — POST F MAX HT.= 8' FREESTANDING ONLY FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. s DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES. INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/2712007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 & 30 st P DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED WIND = 8289 ALPINE AVE., SACRAMENTO, CA SHEET 14 OF 29 REVISED BY: K.K. b D.P. 1011 L.L. 90 MPH 0.100 90,100 8 110 MPH uralu (916) 452-7021 FAX 407.1519 sales@duralum.com s e NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -]a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. No. 37948 ExV i + ;I DRAWN BY: K.K. TOM CAMPBELL R ASSOCIATES, INC. 7" I -BEAM DBL. T x8" x.042"BEAM DBL.OR 3"x8" BEAMw/INSERT DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 b 30 sl P DURALU R E1 35x8"BEAMEAM SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 cr MAX,POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST(09 FREESTAND ATTACHED Q S p Z m 5 Q 5 0 D U- Q Z SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x B" SPACING m ~ FTG. MIN. FTG MIN. FTG. MIN• POST FTG MIN. POST FTG. Ml. FTG MIN. FTGPOST. MIN FTG MIN. POPE I— W O (IN.) POST TYPE (IN.) POST TYPE (IN.) TYPE (IN.) TYPE 2" x 6.5x.032" BEAM (IN.) PE (IN•) TYPE (IN•) TYPE (IN 4' 17'4" 32'-5" 33 G 28 B 20'-l' 33 G 24 B 13'-7" 14'-23 28 F 22 B 26'-15,-10" 33 G 27 B 4' 2„ 6 29 28,x, 33 G 30 B/E 17'-117,-2., 28 G 25 B 12' -i'' 12'-82 28 F 22 B 24'-13 33 G 28 B 5' 5' 13'-7" -s" 2 0 6' 11'-4.. 27'-1>-`33 G 31 �E 16' 5" 28 G 26 B 11'-;0-7" 11'-61 26 F 23 B 21'-11;_0 33 G 29 B/C 6 s,. 1 7' 25'-1" 33 G 31 B 15'-2" 28 G 27 B 10'-3" 10'-9" 26 G 24 B 20'-4" 33 G 29 B/ 7' 9'-8" -11" /E 14'-6" 9'-10" 10'-3" 19'-5" C 8' 8'-6" 23'-5>,-- 33 G 32 B/E 1 a'-1'3 28 G 27 B g'-8" 10'-0" 26 G 24 B 19'-0" 33 G 30 B/ E 8- 22-4„ 6 9' 7'-7" 22'-1" 33 G 33 E � 13'-4" 28 G 28 B 9'-1" 9'-5" 26 G 25 B 17'-1P'28 G 31 B/ g 2'-9" 8'-8" g'-1" 17'-2' E 10 6 -9' 21'-0" 33 G 33 E /F 12'-8" 28 G 28 B 8,_7„ 9' -o" 26 G 25 B 17'-0" , „ 28 G 31 B/E 10' _ - 11' 6,_2„ 20'-0" 33 G 34 E / 12'-1" 28 G 29 B s'-2" 8'-7" 26 G 26 B 16'-3" , 28 G 32 B /E 11' _ l V-6" _ 8._2„ _ 12' S'-8.. 19'-2 33 G 34 E/ 11'- i',_1,. 26 G 29 B 7'-10" 8'-2" 26 G 26 B 15.6" 28 G 32 B/E 12' 8'-3' F - - 13' 5'-2" 18'-4" 33 H 35 EV /F -2'28 H 29 B 7'-6" 7'-10" 28 H 26 B 14'-1 " 28 H 33 B /E 13' 7'-7" 10'-8" 7,_2„ 7,_6., 14'-3" 14' , 4'-10"` 17'-9", 28 H 35 E� 10 28 H 30 B 7'-3"s'-11" 7-? 28 H 27 B 14'-4 ,-s" 28 H 33 B/E 14' 7.3, 15 28 H 36 E 10 -4 28 H 30 B 7'-0" 7'-4" 28 H 27 B 13,_1 28 H 33 B /E 15' 4 -6" 16'-4" /F -10" 13'-3" 16' 28 H 36 F 10'-09 28 H 31 B 6'-10" 7'-1 " 28 H 27 B 13'-5" 28 H 34 B/ 16 4'-3.. ,_ -7 6'-6" 6'-9" 2'-10' E 17' 4'-0" 16.1„ 28 H 36 F 91-9.128 H 31 B s'-7" 6'-10" 28 27 B 13'-0" 28 H 34 B /E 17' 15'-4" -3., 6,�„ 6, 7.. 12'-5" 18' 15'-8" 28 H F 9 -5g 28 H 31 B 6'-5"6 6'-8"6 28 H 28 B 12'-s'2 28 H 34 B/E 18' 3'-9" 15' 0" 37 -o" 2 4 -2" 19 z" 33 H F 9'-2" 33 H 31 B 6'-3" 6'-6' 33 H 28 B 12'-4" 33 H 35 B /E 19' 3'_7" 14'-6" 37 8'-9" 5'-11" 6'-2" 11 -9" 20 14'-1 „ 33 37 FF 0„ 33 H 32 B 33 H 28 B 12'-0” — 35 3 -4„ 4._2., POST F MAX HT.= B' FREESTANDING ONLY [MIA A 15 1009 NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -]a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. No. 37948 ExV i + ;I i DRAWN BY: K.K. TOM CAMPBELL R ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COV JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 b 30 sl P DURALU R E1 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED HORIZ. WIND = .& 6269 ALPIN AVE., SACRA N NTO, CA 95626 SHEET 15 OF 29 REVISED BY: K.K. 8 D.P, 10 # L.L. 90 MPH 90, inn 110 MPH (918) 452.7021 FAX 403.1519 $81"cMdurelum.com i 5p ~ MAX.COL. SPACING ON SLABPOST 6.5" ROLLFORM MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIN. TYPE FTG (IN.) MIN. POST TYPE 4' 17'-0" 13'-11" 30 G 22 B 5' 13'-7" 12'-5" 30 G '23 B 6' 11'-4" 11'-4" 27 G 23 B 7' 9'-8" 10'-6" 27 G 24 B 8' 8'-6" 9'-10" 27 G 24 B 9' 7'-7" 9'4" 27 G 25 B 10' 6'-9" 8'-10" 27 G 1 25 B 11' 6'-2" 8'4" 27 H 1 26 1 B 12' 1 5'-8" 13' 5'-2" 14' 4'-10" 15' 4'-6" 16' 4'-3" 17' 4'-0" 18' 3'-9" 19' 3'-7" 20' 3,T„ 4" I -BEAM MAX.POST SPACING FREESTAND FTG. MIN. POST (IN.) TYPE FREESTAND ATTACHED MAX.POST G 22 SPACING FTG. MIN- POST FTG - MIN. POST B (IN.) TYPE (IN.) TYPE 18'-1 35 G 24 B B 10'-8" 26 G 25 B 3o G 25 B B 30 G 26 B 14'-0" 9'-2" 26 H 26 14'-5" 30 G 27 B 13'-6" 30 G 27 B 27 G 26 B 11'-2' 30 G 28 B 12'-1" 30 G 28 B 27 H 29 B ,--l0'-4" 27 H 27 B 11'-0" 27 H 29 B 1 0'-0' 27 H 27 B 10'-7" 30 H 30 B 9, 6„ 3o H 28 B 10'-3" 30 H 30 B 9'-2" 30 H 28 B s'-1 o" 30 H 30 B 9'-6" 30 H 31 B 9'-6" 3o H 29 B 9'-Y30 30 H 31 B 6'-9" 9'-0"30 30 H 31 B 8'-10" 35 H 31 B -1 7'-0" 6'-3" 35 H 32 B NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 4.5" / MAG GUTTER MAX.POST SPACING FREESTAND FTG. MIN. POST (IN.) TYPE ATTACHED FTG MIN. POST (IN.) TYPE 15'-2" 28 G 22 B 13'-6" 28 G 23 B 12'-4" 28 G 24 B 11'-5" 26 G 24 B 10'-8" 26 G 25 B 10'-1" 26 G 25 B 9'-6" 26 G 26 B 9'-2" 26 H 26 B MAG BEAM BEAM TOM CAMPBELL & ASSOCIATES, INC. FREESTAND ATTACHED MAX.POST JOB NO. GF07.0674 SPACING FTG. MOST FTG. MIST (IN.) TYPE (IN.) TYPE 14'-0" _ 30 G 22 B 14'-1" "-1 3o G 23 B 12'-s" 30 G 24 B 10'-7" 27 G 25 B 27 G 25 B 27 G 26 B 11'-2' 27 G 26 B 11'-7" 27 G 27 B 27 G 26 B 27 H 27 B 10'-1 101-1. 27 H 28 B s' -o" 27 H 27 B 8'-1 " 3o H 28 B 10'-0" 30 H 28 B 30 H 28 B 9'-6" 3o H 29 B T- 30 H 29 B 6'-9" 7, 30 H 29 B 7,-2„6' 35 H 29 B -5" 7'-0" 6'-3" 33 H 30 B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B --a. FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. 3" SQ. STEEL BEAM TOM CAMPBELL & ASSOCIATES, INC. FREESTAND ATTACHED MAX.POST JOB NO. GF07.0674 SPACINGFTG. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I M" FTG' POST (IN.) ITYPE (IN.) TYPE WIND = 30 G 22 B 14'-1" "-1 30 G 23 B 13'-3" 30 G 24 B 30 G 25 B 27 G 26 B 11'-2' 11'-7" 27 G 27 B 27 G 27 B 10'-1 101-1. 27 H 28 B 27 H 28 B 30 H 29 B 10'-0" 30 H 29 B 30 H 30 B 9'-6" 3o H 30 B 30 H 31 B 9'-2"31 3o H B 35 H 32 B 8'-10'", 35 H 132 B DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING I POST SPACING TABLE FREESTANDING 10 20 & 30 P. DURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (051) 741-2107 AND ATTACHED WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 16 OF 29 REVISED BY: K.K. 6 D.P. 10 H L.L. 100 MPH 0,100 90,100 8 110 MPH (916) 452.7021 FAX 403-1519 sales®durelum.rnm NOTE: FOOTNOTE: "SAMPLE" `-' r 317948 FOOTING SHOWN REPRESENTS LENGTH OF rA U'r� x.i �r EACH SIDE OF CUBED FOOTING WITHOUT SLAB. EX 11 fj J 11 1� FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C p WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. �V1L SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: K.K. 7" I -BEAM DBL. Yx8"x.042"BEAM DBL.2"x6.5N.032" BEAM OR 3x8 BEAM 3"x8" BEAMw/INSERT SOB NO. GF07-0674 , > COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED a 5 o U 5 0 m Fr _z:5 am a z SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x 8" SPACING m a FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. FTG. MIN. FTG MIN. POST FTG. MIN. POST FTG MIN. POST 1— to O (IN.) POST TYPE (IN) POST TYPE IN. ( ) POST TYPE (IN•) POST TYPE 2�� x 6.5x.032" BEAM (IN,) TYPE (IN.) TYPE IN. ( ) TYPE IN, (IN.) TYPE 4' 17'-0" 31'-6" 35 G 28 B 19'-27 35 G 24 B 13'-0'1'-8" 13'-62 30 G 22 B 25'-3.1 35 G 27 B 4' z -2" 28-4 35 G 30 B/ 1 30 G 25 B 11'-8" 12'-2" 30 G 22 B 23'-0" 35 G 28 B 5' 5' 13'-7" E 15,x„ 0'-5" 10'-10" 0'-8" 6' 11' 4" 25-1 35 G 31 B 15'-8" 30 G 26 B 10'-7" 11'_1„ 27 G 23 B 21'-0" 35 G 29 B/ 6' 3-2' /E 4'-0" '.6" 9'-11" 18'-10 C 23'-1 35 G 31 B 14'-6" 30 G 27 B 9'-10" 10'-3"9 27 G 24 B 19'-17 35 G 29 B/D 7' 7' 9'-8" 1 -„ /E 13'-0' 8'-9" 2 5 8' 8'-6' - 22'-4" 35 G 32 B /E 13'-6' 30 G 27 B 9'-2" 9'-7" 27 G 24 B 18'-2" 35 G 30 B/ E 8' 20'-1" 12'-2" ,_ „ 9' 7'-7" 21'-2" 35 G 33 E � 12'-s" 30 G 28 B 9'-1" 27 G 25 B 17'-2" 30 G 31 B /E g' 8'-11•, 1'-5" 7'-9" 8'-1" 15'-4" 10' 6'-9.. 20'-0" 35 G 33 E 12 -1" 30 G 28 B 8'-2" 8'-7" 27 G 25 B 16'-3" , „ 30 G 31 B/E 10' „ 10'-10' - 11' „ 6'-2" 19'-1" 35 H 34 E 11'-s" 27 H 29 B 7'-10" 8'-2" 27 H 26 B 15'-s" 30 H 32 B /E 11' / 10'-4" 7,_0„ -a" 1'-1 12 , � 5-8' 18'-3" 35 H 34 E 11'-1" 27 H 29 B 7'-6" 7'-10" 27 H 26 B 14'-1 " 30 H 32 B/E 12' 16'_4" -11 13' 5'-2" 17'-7" 30 35 E 30 H 29 B 7'-2" 7' 6" 30 H 26 B 30 H 33 B/ 13' 5'-9" 9'-6" 6'_5" 6'-9" 12'-9' E 14' 4'-10" 1s'-1 30 H 35 E� 10'-3-'2 30 H 30 B s'-115 7'-3"6 30 H 27 B 13'-92�„ 30 H 33 B/E 14' 3 6 15 ' 16 - 30 H 36 E - 30 H 30 B 6'-8" 7'-0" 30 H 27 B 13'-3" 30 H 33 B/ 15' 4'_6" 4,-8" - 10" 6'-0" 6'-3" - 11 1 E 16' 15'-1 30 36 F 9'-7" 30 j 31 B 6'-6" 6'-9" 30 27 B 12'-1 30 j 34 B /E 16 4'-3" 8 -7 5'-10" 6'-1" 1'-6" 17' 4'-0" 15'-4" 30 1 36 F ,4„ 30 � 31 B 6'-4",,- s -7 30 � 27 B 12'-1 30 j 34 B/E 17' 5'-8" 5'-10' V-2" 18' 15'-0" 30 j F 91-0. 30 j 31 B s' -z"5 6'-4„5 30 j 28 B 12'-;'0 30 34 B/E 18' 3'-9" 13 -4” 37 8.1„ -6 _g -1 19' 14'-6" 35 F 8's 35 j 31 B 5'-11" 6'-2" 35 28 B 11'-9" 35 35 B/ 19' 3'_7" 13'-0' 37 7'-10' S'-4" 5'-7" E 14'-22 35 J 37 F 8'-7"7.8 35 J 32 B 5'-1 6.1 35 28 35 B/E 20' 20' 3'-4" -9" 5 -3" 5'-5" - MIR'( N P4 0 NOTE: FOOTNOTE: "SAMPLE" `-' r 317948 FOOTING SHOWN REPRESENTS LENGTH OF rA U'r� x.i �r EACH SIDE OF CUBED FOOTING WITHOUT SLAB. EX 11 fj J 11 1� FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C p WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. �V1L SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8, C. SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. SOLID LIVE LOAD= Pl+ 10 peR- YSTj AS MFG. BY: SOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl RALUM PRO U S, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND - 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 17 OF 29 REVISED BY: K.K. & D.P. 10 x L.L. 100 MPH 90,100 6 110 MPH (916) 452-7021 FAX 403-1519 seles@durelum.cam } 6.5" ROLLFO 110 MPH 5 U Z MAX.POST FREESTAND i m Vn SPACING 4" I -BEAM 110 MPH MAX.POST SPACING F QL (no POST TYPE TG. (IN.) POST TYPE FTG. (IN) POST TYPE H 4' 17'-0" 13'-5" 32 H 22 B 18'- 1 5' 13'-7" 12'-0" 28 H 23 B 16' 1 6' 11'-4" 10'-11" 28 H 23 B 15- 1 7' 9'-8" 10'-2" 28 H 24 B 13'-1 8' 8'-6" 9'-6" 28 H 24 B 1T-0 T- 91 9' 7'-7" 8'-11" 28 H 25 B 12'" 10' 6'-9" 8'-6" 28 H 25 B 11'- 11' 6'-2" 8'-1" 28 H 26 B 11'- 12' 31 B 10'-1" 28 H 25 B 32 J 31 10'- 13' 37 J 31 B / 37 10'- 14' B B 10 0'-2" 110'-6:�� 28 H 9'-1 15' 9'-2" 28 H 26 B s' -o" �-2" 28 H 27 B T-5" 16' H 28 B :, r '1 r ;fir 28 9'-2., 17' B 10'-2.6„ 28 H 28 B 8'-1 18' 32 32 J J 28 28 B '-3" 9'- 9;-1„ 32 32 8'-7" 19: B B OG r 32 J 8'-4" 20' - 32 J 3948 0 B7'-0" 8'-2., NOTE. FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 2 2" o" s" ?°32 /8 �': FTG. (IN.) POST TYPE FTG. (IN.) POST TYPE s'-6° 37 H 24 B FREESTAND 32 H 25 B MIN. POST TYPE 32 H 26 B 2' 6" 32 H 27 B B 32 H 27 B B 32 H 28 B 23 28 H 28 B 23 28 H 29 B ,�„ 28 H 29 B 2.. 24 J 30 B 0" 32 j 30 B 6" 32 J 30 B 10"79, s„ 32 J 31 B 0" 32 J 31 B 10'-1" 28 H 25 B 32 J 31 B B 37 J 31 B / 37 J 32 B 4.5 / MAG GUTTER MAG BEAM 3" SQ. STEEL BEAM 110 MPH MAX.POST FREESTAND ATTACHED SPACING FTG. MIN, FTG MIN. POST POST (IN.) TYPE (IN.) TYPE MAX.POST SPACING 110 MPH SPACING 110 MPH FREESTAND ATTACHEDMAX.POST FREESTAND ATTACHED FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POSTPOST TYPE. FTGMIN. (IN-)* TYPE 15'-2" 32 H 22 B 13'-Z 32 H 22 B 14'-9" - 32 H 22 B 13'-6" 32 H 23 B 12'-7"1'_10" 32 H 23 B 13'-82.9 32 H 23 B 12'4" 32 H 24 B 11 1, 0,: 28 H 24 B 12'-1 2-4- 212'-0" 32 H 24 B 11'-5" 28 H 24 B 11'-3p _3„ 28 H 25 B 12'-3" -5 32 H 25 B 10'-8" 28 H 25 B 10"79, s„ 28 H 25 B 11'- 0'-11" 28 H 26 B 10'-1" 28 H 25 B 10'- 9,_0„ 28 H 26 B 11' 0'-6" 28 H 27 B 9'-6" 28 H 26 $ 9'_5 , 8'-6" 28 H26 B 10 0'-2" 110'-6:�� 28 H 27 B 9'-2" 28 H 26 B s' -o" �-2" 28 H 27 B 28 H 28 B :, r '1 r ;fir 28 H 27 B 10'-2.6„ 28 H 28 B 1. q y �O 8'-3" T-6„ 8'-0" 32 32 J J 28 28 B '-3" 9'- 9;-1„ 32 32 J J 29 29 B B OG r 32 J 28 - 32 J 3948 0 B7'-0" 6'-9" 32 J 29B 9'- " 8'-8" 32 J 30 B 32J 29 B 9'-1" -6" 32 J 31 B ..I . 7'-0" 32 J 29 B 8'-11" 32 J 31 B ` .. 6'-10% " 37 J 29 B 8.4. 9 37 J 32 B 6'!:", 37 J 30 B 8'-7"�,: 37 J 32 B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. I SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 DATE' 1 012 312 00 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 Q 30 psf DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED HORIZ. WIND = 90,100 6 110 MPH 8269 ALPINE AVE., SACRAMENTO, CA 95826 (916) 452-7021 FAX 403-1519 sales®duralum.com SHEET 18 0F 29 10 0 L.L. 110 MPH NOTE: FOOTNOTE: "SAMPLE" 7" I DBL. TWN.042"BEAM DBL•OR 3"x8" BEAMw/INSERT JOB N0. GF07.0674 1 NO. 37948 •,,) �I- WHERE SLAB OCCURS, CUBED FOOTING SIZE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING -BEAM ;I, ,) , �- � %U 35x8"BEAMEAM MAX.POST FREESTAND ATTACHED ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. m p 90 RHT o FnR ATTAf:HFn R RHT 73 FnR FRFFSTANDING FREESTAND ATTACHED f� FREESTAND ATTACHED MAX.POST MAX.POST FREESTAND ATTACHED p m sy Z_ vg a Z MAX.POST SPACING MAX.POST SPACING SPACING FOR DBL. SPACING FOR 3" x 8" SPACING m I- FTG. MIN. FTG ' MIN. FTG. MIN' POST FTG MIN• POST FTG. MIN. POST FTG MIN• POST FTG. MIN. POST FTG MIN. POST ~ 200 (IN.) POST TYPE (IN.) POST TYPE (IN.) TYPE (IN.) TYPE 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN-) TYPE 4' 17'-0" 32'-5" 37 H 28 B 18'-4" 37 H 24 B 12-4 12'A 32 H 22 B 24'-62 37 H 27 B 4' -2 29'-a" 37 H 30 B 16'-4 32 f'I 25 B 111- 1 " 11.7" 28 H 22 B 21.1 , 37 H 28 B 5' 5' 13'-7" 28'-4.. /E 4'-10" 0.0 0'-6" 9'-10 11'-4" 27'_1„ 37 H 31 B �E 1a'-1 32 H 26 B 10'-2" 10'-7" 2g H 23 B 20'-0" 37 H 29 B�� 6' 6' 5 -10' T-6 _2.. _7.. 18'-1 5 -1 37 H 31 B �E 13'-1 " 32 H 27 B s'-4" 9 -9" 28 H 24 B 18'-s'6,-9" 37 H 29 B/ C 7. 7' 9'-8° 23'-11' 12'-6" 8'-6" 8'-10" 8 23'-5" I -I 32 B �E 12'-1 32 I I 27 B 8'-g" 9'-2" 28 H 24 B 17-4 32 H 30 B/ E 8' 8'-6" 22'_4" 37 11'-8" - , „ 151-81, 22'-1" 33 E 12'-2" 32 H 28 B 8'-3" 8'-8" 28 H 25 B -4 16''4,-9" 32 H 31 B/E 9' 9' 7'-7" 37 21'-0" 37 33 E 11'-7" 28 H 28 B 71-10 8.2 28 H 25 B 15'-6" , 32 H 31 B/E 10' 10' 6'-9'. , 11' 20'-0" 37 34 E 11'-0" 28 H 29 B 7'-6" 7'-9" 28 H 26 B 32 H 32 B/ E 11 6'-2.. „ H 10=0" 6'-9" 7'_1" _4 12' S'-8.. 19'-2" ' 37 H 34 E� 10'-76 28 H 29 B 7'-2" 7'-6" 28 H 26 B 14'-2" 32 H 32 B�E 12' 18'-3" - _ „ _ , 13' 5'-2" 18,_4,. 37 J 35 E - 32 J 29 B 6'-10" 7'-2" 32 J 26 B 13'-7" 32 J 33 B �E 13' � 9'-2.. 12,4" 14' 17'-9", J 35 E� 9 9' 32 J 30 B 6'-8"6 6'-115 32 J 27 B 13'-21'-10 32 J 33 BSE 14' 4'-10" 32 10" 0 3 15' 17'-2" 32 J 36 E -5' 32 J 30 B 6,_5, 6'"8 32 J 27 B 12'-8" 32 J 33 B/ E 15' 4'-6" 16'-4' -6 g _g g'_1' 11'-5" 16' 16'-7" 32 g'-2" 32 J 31 B 6'-2" 6 -6" 32 J 27 B 12'-s';-1 32 J 34 B�E 16' 4'-3.. J 36 F 8 -3 5 7 5'-10' 17 17' 4'_0" 16'-1" 32 J F 32 J 31 B s' -o" 6'-3 32 J 27 B 11'-1 10'-9" 32 J 34 B/ E 17- 36 -0" 5'-5" 5'-8" 18' 32 J F 8-8 32 J 31 B 5'-10" 6'-1" 32 J 28 B 10'-5" 32 J 34 B/ E 18' 3'-9.. 15'-0" 37 -10'. 5'_3" 5'_g" 19' 15'-2" 37 J F 8.4 37 J 31 B 5'-11" 37 J 28 B 11'-1'a 37 J 35 B�E 19' 3'-T' 14'-6" 37 7'-7" 5'_2 5,4 2 20' 14'-14;-2 37 J 37 F 8'-2"7.5 37 J 32 B 5 -6 5-4- 37 J 28 B — 37 J 35 3'-4" .O _ NOTE: FOOTNOTE: "SAMPLE" v FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C lJJ JOB N0. GF07.0674 1 NO. 37948 •,,) �I- WHERE SLAB OCCURS, CUBED FOOTING SIZE COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl ;I, ,) , �- � %U MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SCALE: NONE EXp,' SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. (916 2.7 J. ,P 1519 sales®duralum.com vk RHT o FnR ATTAf:HFn R RHT 73 FnR FRFFSTANDING REVISED BY: K.K. 6 D.P. \ f� DRAWN BY: K.K. TOM CAMPBELL &ASSOCIATES, INC. SOLID LIVE LOAD = P FG. BY: JOB N0. GF07.0674 DATE. 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DU, NC. 8269 IN E AMENTO, CA 95826 SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 ATTAC/HMPH HORIZ. WIND = 90.100 d 110 MPH (916 2.7 J. ,P 1519 sales®duralum.com SHEET 19 OF 29 REVISED BY: K.K. 6 D.P. 'ntoJD ,4 20# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C 110 ItDRAWN TOM CAMPBELL & ASSOCIATES, INC. SOLID 6.5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM DATE: 10/2312007 3" SQ. STEEL BEAM == Q Zr J vU� c0. z �tn0 MAX.POST SPACING FREESTAND ATTACHED "' "" MAX.POST SPACING 'FREESTAND ATTACHED" MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED FTG (IN.) MIN. TYPE POST FTG (IN.) MIN• TYPE POST FTG. (IN.) MIN. TYPE POST FTG (IN.) MIN• TYPE POST FTG. (IN.) MIN• TYOPE FTG (IN.) MIN. TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POSI TYPE 4' 8'-11" 10'-4" 28 H 19 B 14'-7" 32 H 22 B 10'-10" 28 H 22 B 11'-6" .28 H 20 B 12'-6" 32 H 21 B 5' 7'-1" 9'-3" 28 H 20 B 13'4" 32 H 23 B 9'-8" 28 H 23 B 10'-6" 28 H 21 B 11'-7" 28 H 22 B 6' F-11" 8'-5" 28 H 21 B 11'-10" 28 H 23 B 8'-10" 28 H 24 B 9'-7" 28 H 22 B 10'-11" 28 H 23 B 7' 5'-1" 7'-10" 26 H 21 B 11'-0" 28 H 24 B 8'-2" 28 H 24 B 8'-10" 28 H 22 B 10'-4" 28 H 23 B 8. 4'-5" 7'-4" 26 H 22 B 10'-3" 28 H 24 B 7'-8" 26 H 25 B 8'-3" 28 H 23 B 9'-11" 28 H 24 B 91 3'-11" 6'-11" 28 H 22 B 9'-9" 28 H 25 B 7'-3" 28 H 25 B 7'-10" 28 H 23 B 9'-6" 28 H 25 B 10, 3'-6" 9'-3" 28 H 25 B 7'-4" 28 H 24 B 9'-3" 28 H 25 B �r 3'-2" 8-_9,, 28 J 26 B 7,_1., 28 J 24 B 8'-11" 28 j 26 B 8'-5" 28 J 26B 6'-9" 28 j 24 B�/E 8'-8" 28 j 26 B 13' - 8'-1" 32 j 27B 6-6" 32 J 25 B�/E 8'-5" 32 j 27 B 14' - 7'-9" 32 J 27 B 6'-3" 32 j 25 B� 8'-3" 32 j 27 B a5, _ T -T 32 j 27 B 6'-0" 32 j 25 B/ 8'-0" 32 j 28 B 7'-4" 32 j 27 B 5'-10" 32 j 26 B/ 7'-10" 32 J 28 B 7'-1" 32 j 27 B 5'-8" 32 j 26 B/ 7'-8" 32 j 29 B NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING t i.I�`JJ FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B L-1 FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. E BY: K.K. 110 ItDRAWN TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB N0, GF07.0674 DATE: 10/2312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 sl P OURALUM PRODUCTS, INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95626 SHEET 20 OF 29 REVISED BY: K.K. & D.P. 20 9 L.L. 110 MPH 90,100 6 110 MPH (916) 452-7021 FAX 403-1518 seles�duretum.com E 20# L.L.' 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 121 OR LESS EXP.B&C DRAWN BY: K.K. 7" I -BEAM soLID LIVE LOAD = DBL. Yx8"x.042"BM JOB NO. GF07-0674 DBL.2"x6.5"x.032" BEAM 3"x8" BEAMw/INSERT > POST SPACING TABLE FREESTANDING 10, 20 6 30 pel DURALUM PRODUCTS,INC. 1(916) OR 3"x8"BEAM RANCHO CUCAMONOA, CA (951) 741.2107 MAX.POST FREESTAND ATTACHED MAX.POST FREESTAND ATTACHED MAX.POST SPACING MAX.POST SPACING FREESTAND ATTACHED MAX.POST Q SD O Z m U-5 FREESTAND ATTACHED co a z SPACING SPACING FOR DBL. FOR3x8 x 8 BEAM SPACING FTG. MIN. FTG MIN. FTG. MIN. POST FTG MIN. POST2x6.5x.032 FTG. MIN. POST FTG' MIN. POST FTG. MIN. POST FTG. MIN. POST H U O (IN.) POST TYPE (IN.) TYPE POST (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE (IN.) TYPE 4' 8'-11" 23'-9" 37 H 26 F 14'-4" 32 H 22 B 9'-9" 10'-2" 28 H 19 B 19'-4" 37 �-{ 24 C� 7,_1.. 21'-3" 37 H 27 F 12'-10" 32 i'i 22 B 8'-8" 9'-1" 28 Fi 20 B 17'-2" 32 H 25 �� 5' 19'-4" 37 H 27 F 11'-9" 28 H 23 B 7'-11" 8'-3" 28 H 21 B 15'-8" 32 H 26 C� 6' 5'-11.. 17'-11" 32 H 28 F 10'-10" 2g H 24 B 7'-4" 7'-8" 26 �"� 21 B 14'-6" 32 H 26 c� r 5._1.. 8' 16'-9" 32 H 29 F 10'-2" 28 H 24 B 6'-10" 7'-2" 26 H 22 B 13'-8" 32 H 27 E� 4,_5„ 9' 3'-11" 15'-10" 32 H 29 F 9'-7" 28 H 25 B 6'-6" 6'-9" 28 H 22 B 12'-10" 32 H 27 E� 1o' 3'-6. 15'-0" 32 H 30 F 9'-1" 28 H 25 B 6'-2" 6'-5" 28 H 23 B 12'-2" 32 H 28 E� 11' 14'-4" 32 30 F 8'-8" 28 26 B 5'-10., 6,_2„ 28 J 23 B 11'-8" 28 28 E� 3'-2., 1r 13'-8" 32 j 31 F 8'-3" 28 j 26 B 5'-7" 5'-10" 28 j 23 B 11'-2" 28 29 E� 13' _ 13'-2" 32 J 31 F 7'-11" 32 j 26 B 5'-4" 5'-8" 32 J 24 B 10'-8" 32 j 29 E� 14' - 12'-8" 32 j 32 F 7'-8" 32 27 B 5'-2" 5'-5" 32 24 B 10'-3" 32 29 E� 1s' _ 12'4" 32 32 F 7'-5" 32 � 27 B 5'-0" 5'-3" 32 j 24 B 9'-11" 32 j 30 E�/, 1s _ 11'-10" 32 j 32 F 7'-2" 32 j 27 B - 5'-1" 32 j 24 B 9'-8" 32 j 30 E� 1T _ 11'-6" 33 33 F 7'-0" 32 j 28 B - 4'-11" 32 j 25 B 9'-4" 32 30 E� �pFESS�p Q �n FOOTNOTE: "SAMPLE" ^ ��� PS �' CA/yJA Fy MAR l �? j009 FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C u ~ w No. 37948r ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8. C. OL r 111 1i ` ; l NOTE: tS' C0. FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE Y MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHFD 8 SHL 23 FOR FREESTANDING ' t DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. soLID LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 1012312007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 6 30 pel DURALUM PRODUCTS,INC. 1(916) SCALE: NONE RANCHO CUCAMONOA, CA (951) 741.2107 HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 21 OF 29 REVISED BY: K.K. & D.P. 20 9 LL.L. 11ANDATTACHED 0 MPH 90,100 8 110 MPH 452.7021 FAX 403.1519 sales@durelum.com t 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS /COMMERCIAL 12' OR LESS EXP.B&C DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. 6.5" ROLLFORM 4" I -BEAM 4.5 / MAG GUTTER MAG BEAM DATE: 10123/2007 3" SQ. STEEL BEAM H pz03 U-5 az rn O MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED FTG. (IN.) MIN. ' POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG ' (IN.) MIN. POST TYPE FTG. (IN.) MIN' POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN' POST ITYPE FTG (IN.) MIN. POST TYPE 4' 6'-2" 8'-6" 28 j 18 B 12'4" 28 j 20 B. T-10" 28 j 22 B 9'-7" 28 j 19 B 10'-11" 28 j 20 B s' 4'-10" T -T' 26 J 19 B 10'-8" 28 J 21 B. 8'-0" 26 J 23 B 8'4" 28 J 20 B 10'-2" 28 .J 21 B 6' 4'-0" 6'-11" 26 j 19 B 9'-9" 28 j 22 B T-mY 26 J 24 B T-10" 26 j 20 B 9'-6" 28 j 22 B r T-6" 6'-5" 26 J 20 B 9'-0" 28 J 22 B 6-9" 26 .J 24 B T-3" 26 J 21 B 9'-1" 28 J 22 B 6. 8'-5" 28 j 23 B 6'-9" 26 j 21 B 8'-8" 28 j 23 B 9. 8'-0" 28 j 23 B 6'-4" 28 j 22 B 8'-4" 28 j 24 B 10, T-6" 28 j 24 B 6'-1" 28 j 22 B T-11" 28 j 24 B VT -7 28 j 24 B 5'-9" 28 j 22 B T-6" 28 j 25 B 12. 6'-11" 28 j 24 B 5'-6" 28 j 23 B� T-3"28 j 25 B 13- 6'-8" 32 K 25 B 5'-4" 32 K 23 �/E 6'-11" 32 K 25 B 14 6r-4rr 32 K 25 B 5'-2.. 32 K 23 B/, 6-8" 32 K 1 26 B FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B —a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. so LID LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10123/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DURALUM PRODUCTS. INC. SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 6288 ALPINE AVE., SACRAMENTO, CA 95826 REVISED BY: K.K. 8 D.P. 30 tt L.L. 110 MPH g0, 100 8 110 MPH (916) 452-7021 FAX 403-1519 sales®duralum.com SHEET 22 OF 29 30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C S o m 8 z � v rn a z vio 7" I -BEAM 110 MPH DBL. 3"x8"x.042"BM EXB&C DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM EXB&C 3"x8" BEAMw/INSERT MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING FREESTAND ATTACHED MAX.POST SPACING AND ATTACHED MAX.POST SPACING FOR DBL. 2x6.5x.032 MAX.POST SPACING FOR3x8 x 8 BEAM FREESTAND ATTACHED FREESTAND ATTACHED FTG. (IN.) MIN POST TYPE FTG (IN) MIN. POST TYPE FTG. lIN i MIN. POST TYPE FTG (IN•) MIN. POST TYPE FTG. (IN) MIN. POST TYPE FTG (IN.) MIN. POST TYPE FTG. (IN.) MIN. POST TYPE FTG - (IN.) MIN. PC TYPE 4' 6'-2" 19'-5" 37 j 24 F 11'-9" 32 j 22 B 8'-0" 8'-4" 28 j 19 B 15'-9" 32 j 22 C� 5. 4'-10" 17'-4" 32 ,J 25 F 10'-6" 32 J 22 B 7'-2" 7'-5" 28 J 20 B 14'-1" 32 J 23 C� 6' 4'-0" 15'-10" 32 j 26 F 9'-7" 28 j 23 B 6'-6" 6'-9" 28 j 21 B 12'-10" 32 j 24 C/ 7• X-6" 14'-6" 32 J 26 F 8'-11" 28 24 B 6-0" 6'-3" 26 J 21 B 11'-11" 28 j 25 C //1 81 3'-1" 13'-9" 32 J 27 F 8'-4" 28 j 24 B 5'-8" 5'-10" 26 j 22 B 11'-2" 28 ,J 25 E 1 9. 13'-0" 32 j 27 F 7'-10" 28 j 25 B 5'4" 5'-6" 28 j 22 B 10'-6" 28 j 26 E�/ 10, 12'-3" 32 j 28 F 7'-5" 28 j 25 B 5'-0" 5'-3" 28 j 23 B 10'-0" 28 j 26 E� 11' 11'-9" 28 j 28 F 7'-1" 28 j 26 B 5'-0" 28 J 23 B 9'-6" 28 j 26 E/ 12' 11'-3" 28 j 29 F 6'-9" 28 j 26 B 9'-1" 28 j 27 E=/ 13' 1014" 32 K 29 F 6-6" 32 K 26 B 8'-9" 32 K 27 14' 10'4" 1 32 K 30 F 6'-3" 32 B 8'-5" 32 K 28 E� FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B u FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING -� 1 •�;�^rl 17P4/8 1 Exp. 14 c,v«ono ALTERNATE FREESTANDING FOOTING TRIBUTARY 90 MPH 100 MPH 110 MPH WIDTH EXB&C EXB&C EXB&C COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING 3'-4" SQ x X-6" SQ x 4'-0" SQ x 10' OR LESS 18" DEEP 18" DEEP 18" DEEP AND ATTACHED 4'-0" SQ x 4'-7" SQ x 5'-0" SQ x 20' OR LESS 18" DEEP 18" DEEP 18" DEEP DRAWN BY: K.K. TOM CAMPBELL & ASSOCIATES, INC. SOLID LIVE LOAD= PATIO COVER SYSTEM AS MFG. BY: DATE: 1 012 312 00 7 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 6 30 psl I DURALUM PRODUCTS, INC. 1(9161452-7021 JOB NO. GF07-0674 SCALE: NONE REVISED BY: K.K. d D.P. RANCHO CUCAMONGA, CA (951) 741.2107 AND ATTACHED HORIZ. WIND = 8269 ALPINE AVE., SACRAMENTO, CA 95826 �n e i I 11n KAPN 90,100 & 110 MPH FAX 403.1519 seles(Mcluralum.com SHEET 23 OF 29 t 10# L.L. 90 MPH FREESTAND.&ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C 7DA E: 10/23/2007 s R 0 L COMMERCIAL AND RESIDEN L S R L ENGINEERINGESTANDING „ SQ. STEEL 10.2 6 30 psl BEAM DBL. 3 x8' x.042 „ BEAM ATTACHED DBL.2"x6.5"x.032" BEAM OR 3"x8"BEAM 8289 ALPINE AVE., SACRAMENTO, CA 95028SHEET „ 3x „ 8 BEAM/INSERT w ISED BY: K.K. & O.P, > MINIMUM NO. OF POST 452-7021 FAX 403.1519 eelesCdurelum.com >_3 5 o . 0 m OU, � � MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. ATT• MAX.POST FREESTAND ATT. � = S o FOOTNOTE: ' MAX.POST MAX.POST FREESTAND m $ 0: ¢ 1n Z SPACING FTG. MIN. FTG. SPACING FTG. MIN. FTG. SPACING FOR DBL. SPACING FOR 3" x 8" FTG. MIN. FTGPOST. SPACING FTG. MIN. FTG. m POST TYPE 1 POST TYPE 2 ~ a g rn O (IN.) ripE (IN.) (IN.) TYPE (IN.) 2" x 6.5x.032" BEAM (IN.) TYPE (IN.) (IN.) TY°pE (IN.) ~ EXP. B EXP. C EXP. B EXP. C 4' 25'-4" 17'-4" 28 G 22 23'-103,_2„ 33 G 23 16'-5,_7„ 16-416,, 28 G 20 32'-01-0 33 G 27 6' 2 2 2 2 16'-1" 28 G 23 21-4-p'-8.. 33 G 24 14'-8" 14'-8" 28 G 21 28'-7" 33 G 28 �, 2 2 2 2 5' 20'-3" 13'-11" 14'-8" 7'-9' 6' 16'-10" 15'-2" 28 G 24 19'-68'-10' 33 G 24 13'-42.-s„ 13-413,-4" 28 G 21 26'-25 33 G 28 61 2 2 2 2 4 7' 14'-6" 14'-4" 28 G 25 18'-1" 33 G 25 12-41 12-4 28 G 22 24'-2 s'-5" 33 G 29 g, 2 3 2 2 17 -6" 9„ 12,x„ 8' 12'-8" 13'-9" 28 G 26 28 G 25 11'-7"11'-0' 11'-7"11'-7" 26 G 22 22'-81'-11 33 G 30 10, 2 3 2 2 9' 11'4" 13'-3" 28 G 26 15'_1 " 28 G 26 10`11,`,,10'-1 „ 26 G 23 21'-4" 33 G 30 „' 3 3 2 2 5'-5" 10'-4 10'-1 o' 0'-8" 10' 10'-2" 12'4" 2827 G 15'-2" 28 G 26 10'-4" ,- 10'-4" 26 G 23 20'-3'9 33 G 31 12' 3 3 2 2 14'-8„ 10" 10-4" -7„ 11' 9'-3" 12'-4" 28 G 28 14,_5„ 28 G 27 9'-10" 9'-10" 26 G 24 19,_4„ 33 G 32 t3' 3 4 2 2 3'-11" 9'-4" 9'-10" 18'-8" 12' 8'-5" 12'-0" 26 G 28 13'_9" 28 G 27 9'-5" T-5" 26 G 24 18'-6" 33 G 32 14' 3 4 2 2 '-0" 9'-5" 7'-10' 13' 7'-9" 11'-8" 28 �.� 29 28 �-{ 28 9-1"8_s., 9-1" 28 H 24 17'-9�,_2„ 28 H 32 15' 3 4 2 3 12'-10" 9' 1.. 14' 7'-3" 11'-5" 28 H 29 12 2 28 H :28 8 "9 1. 8--g" 28 H 25 17 -16 28 H 33 16' 4 4 2 3 �„ 8'-4" 8'-9„ -7„ 15 6'-9" 11'-2" 28 H 30 2-4 28 H 28 8'"5" 8'_5., 28 H 25 16'-6" 28 H 33 17' 4 5 2 3 11'-11' 8'-0" 8'-5" 16-0" 16' 6'-4" 10'-11" 28 H 30 11'-11'1 28 H 29 8'"2" 8'-2" , 28 H 25 16 5 28 H 34 16' 4 5 2 3 6 7, 9„ 8, 2 -6„ 17' S'-11" 10'-8" 28 H 30 28 H 29 7'-11" 7'-11" 28 H 25 15'-6 28 H 34 1s' 4 5 3 3 1'-2" 7'-11' 15 -0 18' 5'-8 10'-6" 28 H 31 11'_3" 28 H 29 7 s„ 7-s 28 H 26 15'_1" 28 H 34 zo' 4 5 3 3 0'-10" 7 -4" 7'-8" 14'-7.. 19' - 10'4, 33 H 31 11'-0" 33 H 29 7'-6" 7'-6" 33 H 26 14'-8" 33 H 35 FOOTNOTE: 5,_4 10'-7" 7'-2" 7'-6" 14'-3" 20' 33 H 31 10 "8 33 7 "4HEADER 33 H 26 14' 33 H 35 AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED 5'-1" 10'-2" 7'-4" 3-10" ALLOWABLE SLAB SPACING OR LESSER MUST BE USED O � ;� s;;� 1.3 � 'U I FOQTN ' L � VC1t„CC�L�T�PE:S 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY NOTE: ~ BUILDING C0016&2 - D Iv 032" SIDEPLATES, ON CONC. SLAB OR FOOTING; FOOTING SHOWN REPRESENTS LENGTH OF Lu 11�r� ;3,x948 ITS X EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE 1 it p) �, 1 ti 1 EXfT�N�O'rE FOR FREESTANDING ONLY. '� MAY BE REDUCED 6" EACH SIDE IV"Q, FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. t WN BY: K.K. TOM CAMPBELL I S t. ! LATTICE SPACING TABLE LIVE LOAD = PATO COVER SYSTEM S MFG. BY: DURALUM PRODUCTS, INC. JOB NO. OF07-0674 7DA E: 10/23/2007 s R 0 L COMMERCIAL AND RESIDEN L S R L ENGINEERINGESTANDING FAND 10.2 6 30 psl 1(916) LE:NONE RANCHO CL1AM CA 741-2107 ATTACHED HORIZ. WIND = 8289 ALPINE AVE., SACRAMENTO, CA 95028SHEET 24 OF 29 ISED BY: K.K. & O.P, L.L. 90 MPH 904100 8 110 MPH 452-7021 FAX 403.1519 eelesCdurelum.com t 10# L.L. 100 MPH FREESTANDA ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C >_ TOM C . MPB$L 3" SQ. STEEL BEAM JOB NO. GF07.0674 DBL. 3"x8"x.042"BEAM IDATE: 10/2312007 COMMERCIAL AND RESIDE GINEERINGT100L.L. ST SPACING TABLE FREESTANDING DBL.2"x6.5"x.032" OR 3"x8"BEAM BEAM SCALE: NONE 3"x8" BEAMw/INSERT ATTACHED HORIZ. WIND a 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 29 > MINIMUM NO. OF POST 90, 100 8 170 MPH (916) 452.7021 FAX 403-1519 saleeLtQduralum.eom MAX.POST FREESTAND ATT. MAX.POST FREESTAND ATT. MAX.POST MAX.POS7 FREESTAND ATT• MAX.POST FREESTAND ATT. 5 o v 5 o FOOTNOTE: POST TYPE 1 POST TYPE 2 m ¢ a Z SPACING SPACING SPACING FOR DBL. SPACING FOR 3" x 8" SPACING m a r FTG. MIN. FTG. FTG. MIN• FTG. MIN. FTG. FTG. MIN. POST FTG. EXP. B EXP. C EXP. B EXP. C r m 1n p (IN.) POST TYPE (IN.) (IN.) POST TYPE (IN.) 2" x 6.5x.032" BEAMPOST 7tIN) TYPE (IN.) (IN.) TYPE (IN.) 4' 25'-4" 17'x" 30 G 22 23'-20 35 G 23 15'-7" 16-4 30 G 20 31''0; 35 G 27 s' 2 2 2 2 _s„ 4 -0 4'-7" 7 -8 16'-14'-10' 30 G 23 20'-8� 35 G 24 13 14'-s� 30 G 21 27'-9'4 35 G 28 2 3 2 2 5' 20'-3" s,-6" 2' s" 3, 1„ -s' 7, 6' 16'-10., 15'_2" 30 G 24 18'-10' 35 G 24 12'-a" 13'-4"1'-11" 30 G 21 25'-j>-".7 35 G 28 s' 2 3 2 2 , s -10' 11'-5" 7' 14'-6" 14-4 30 G 25 17'-s" 30 G 25 11'-s" 12'-411'-0„ 30 G 22 23'-0'-11' 35 G 29 9, 3 3 2 2 3 -3' 15 -7" 10'-7" 8' 12'-8" 13'-g>,-30 G 26 6 30 G 25 11'-0" 11'-7" 27 G 22 21'-1 35 G 30 10. 3 3 2 2 12'-8" 14'-7" '-4„ _ 9' 11'-3" 13'-3" 30 G 26 15'-5" 30 G 26 10'-4" 10'-1 " 27 G 23 20'-8" 35 G 30 11' 3 4 2 2 13'-9" 9'-4" 9'-9" 18'-5' 10' 10'-2.. 12'-s" 30 G 27 14'-a" 30 G 26 9'-10.. 10-4 27 G 23 1s,_7„' 35 G 31 12' 3 4 2 2 13'-1" „ 9'-3" 11' 9'4" 12'-4"1-4„ 30 H 28 13,_1 30 H 27 9'-4" 9'-10"8'-10' 27 H 24 18'- " 35 H 32 13' 4 4 2 3 12'-5" 8'-5" 14' 4 12' 8'-5" 12'-o ", „ 27 H 28 13'-4" 30 H 27 9'-0" 9'-5" 27 H 24 17'-1 30 H 32 5 2 3 _1 - 1 " 16'-0„ 15' 4 13' 7'-9" 11'-s" 30 H 29 12'-1o'1r_5„ 30 H 28 8,_8„ 9,_1„ 30 H 24 17'-2" 30 H 32 5 3 3 -9 „ 7'-9" 8'-1" 15'-4' 1s' 4 14' 7'-3.r 11'-5" '-6" 30 H 29 12 - 30 H 28 8'"4" 8'-9" 30 H 25 16'- 30 H 33 5 3 3 7 -6" 7'-10" 17' 5 15' 6'-9"11 10'-3" 30 H 30 11'-110-8 30 H 28 8'-0" 8'_5„ 30 H 25 16" 4;_3 30 H 33 6 3 3 7._3.. 7.6„ 18' 5 16' 6'-4" 10'-1 30 � 30 11 30 j 29 7.9 8'_2, 30 25 15'-6" 30 j 34 6 3 3 ,j 19' 5 17' S'-11" 10'-8" 30 J 30 30 J 29 7'-6" 7'-11" 30 25 15'-0" 30 J 34 6 3 3 -10" 0'-0" 6'-9" 7'-1" 13'-5" 20' 5 18' 5'-8" 10'-s',_8„ 30 J 31 10.1'_9' 30 j 29 7 �4 7 -s 30 j 26 14 3.1„ 30 j 34 6 3 3 6,-7" s'-10" 19' 10-4 35 10'-7'35 j 29 7'-2" 7'-s" 35 26 14''3" 35 j 35 S,_4" -6„ 31 9'-6" � 6'-5" 6'-8" 12'-8" FOOTNOTE: HEADER AND OR REQUIRED SPACING MIN. NO. OF POST MUST EXCEED 20' 10'-2" 35 j 31 10'-4" 35 j 30 6'-11" 7'-4" 35 26 13'-10" 35 35 S'_1r -4" 9'-3" .6- 6'-6" 2'-4" �j ALLOWABLE SLAB f1R I FSSFR MI IST SPACING RF I ISFf1 Q _ _h, NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING IVil1:I+ 4) L),1 FOOTNOTE: COL. TYPES 1 =.024" SIDEPLATES, USE ON CONC. SLAB ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM C . MPB$L �TTICE LIVE LOAD = ATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07.0674 E IDATE: 10/2312007 COMMERCIAL AND RESIDE GINEERINGT100L.L. ST SPACING TABLE FREESTANDING 10, 20 d 30 psl JOURALUMPRODUCTS, INC. SCALE: NONE RANCHO C - ANI_ �, 51) 741.2107AND ATTACHED HORIZ. WIND a 8269 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 25 OF 29 REVISED BY: KK. d D.P. ( 100 MPH 90, 100 8 170 MPH (916) 452.7021 FAX 403-1519 saleeLtQduralum.eom FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. DRAWN 10# L.L. 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIOS 12' OR LESS EXP. B & C / TOM CAMPBELL & ASs71UCT� r :Do m p Z m O — g U D. z (� O 3"SQ. STEEL BEAM SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 23 FOR FREESTANDING DBL. TWN.042"BEAM CIV q �. no- c 10, 20 8 30 psl ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DBL.2"x6.5"x.032" OR 3x8 BEAM BEAM AND ATTACHED 3"x8" BEAMw/INSERT 8260 ALPINE AVE., SACRAMENTO, CA 85826 SHEET 26 OF 29 REVISED BY: K.K. 8 D.P. >_ _O O m MINIMUM NO. OF FOOTNOTE: POST TYPE 2 EXP. C MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. POST TYPE 1 POST FTG. (IN.). MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) FTG. (IN.) MIN. POST TYPE FTG. (IN.) EXP. B EXP. C EXP. B 2 4 25 -4' 16'-s" 32 H 22 22'_0„ -0" 37 f-{ 23 14'-1 3 -6 15'-7" 4'-2" 32 20 2s-2 26'-9" 37 H 27 s' 2 2 2 5 , 20'-3" 15'-5" 14'-5" 32 H 23 191-81 7,_10„ 37 H 24 13'-4" 12'-1" 13'-1_j>--32 12'-T' H 21 26'-5" 23 -11' 37 H 28 �, 2 3 2 2 6' 16'-10" 14'-6" 3 -T 32 H 24 18'-0" 6'-3" 32 H 24 12'-2" 11'-0" 12'-8 1 Y-6" 32 H 21 24'- 1'-10' 37 H 28 8' 3 3 2 2 7' 14'-6" 13'-1 ; 2-11" 32 H 25 16,'8„ 15'-1" 32 H 25 11'-3" 10'-3" 11'-s" 10'-8" 28 H 22 22'"4"0,_3, 37 H 29 9' 3 3 2 2 8' 12'-8" 13'-2" 12'-4" 32 H 26 15,_7„ 14'-1" 32 H 25 10'-6" --'9'-6'- 11'-0" 10'-0" 28 H 22 20'-1,_11, 37 H 30 1U' 3 4 2 2 9' 11'-3" 12'-81'-10" 32 H 26 14'- 3,�„ 32 H 26 s'-119 -0 10' 9; 5' 28 H 23 1 s'-8" 7'-10' 37 H 30 . 3 4 2 2 10' 10'-2" 32 H 27 13'-1 12 -8' 32 H 26 9'-5" 9'-10" 28 H 23 18'-8" 6-11' 37 H 31 12' 4 4 2 3 11 9 -3' 11'-1 1'-2" 28 H 28 13'-3" 12'-0" 32 H 27 9,_0„ 8'-2" 9,4, 8'-6" 28 H 24 17'-9" 16'-2' 32 H 32 13' 4 5 2 3 12' 8'-5" 111-6" 01.91. 28 H 28 12'-8" 32 H 27 8'-8" 9'4" 28 H 24 17'-1",_ „ 32 H 32 14' 4 5 3 3 13' T-9" 11'-3" 32 j 29 11'-1„ 32 j 28 8 -3" 7'-6" 8'-8" 7'-10" 32 j 24 16'-4" 14'-10' 32 j 32 16' 4 5 3 3 14' 714" 11'-0 , 32 J 29 32 j 28 8,_0„ 7'-2" 8'4 7'-6" 32 j 25 15'-9" 4'-4" 32 j 33 1s' 5 6 3 3 4 15' 6'-9" 10'-9" 10'-0" 32 j 30 10'1 V4,-4" 32 j 28 7'9 7'-0" 8,'1„ 7'-3" 32 25 15'-3" 13'-10 32 J 33 »' 5 6 3 16' 6'-4" 10'-6" 32 ,J 30 11'-0" 10'-0 32 29 7,_6, 7�_9„ 7'-1' 32 25 14'-9" 32 34 18' 5 6 3 4 4 17' 5'-11., 10'-3" „ g _7 32 � 30 - 8" 32 J 29 7'"3 6'-6" 7 "6 6'-10' 32 J 25 14,x„ 13'-0" 32 J 34 1s' S 7 3 18 5 -8 ' 10'-1" 9'-5' 32 31 10-4 9'-5" 32 j 29 6'-7" 6,-4„ 7'-4" 6,-8" 32 j 26 13'-1 " 12'-7„ 32 j 34 20' 6 7 3 4 19' 5'_411 0" 9'-3" 37 J 31 10 -1 9'-2" 37 j 29 s'-10" 6'-2" 7'-2" 6'-6" 37 j 26 13'-s" 12'-3" 37 j 35 FOOTNOTE: HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING 20' 5'-1„ _1„ 37 j 31 9''10" 37 " 7''0 -4 6'" 37 26 12'-0" 37 35 e. ��%O��► \�i',i� {. e 1ni .(.(iii FOOTNOTE:' OR LESSER MUST BE USED NOTE: ����PS co � � Z COL. COL. TYPES TYPES 1 =.024" 2 =.032" SIDEPLATES, SIDEPLATES, USE ON CONC. SLAB ON CONC. SLAB OR FOOTING: ONLY FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. DRAWN S W ~ 37948 / TOM CAMPBELL & ASs71UCT� WHERE SLAB OCCURS, CUBD EACH SEDE FORFREESTANDINGSI TANDING ONLY. MAY BE `� allo. 1 ;(ij' I i_.+ °. ! '� FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8 SHT. 23 FOR FREESTANDING 1 CIV q �. no- c 10, 20 8 30 psl ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. DRAWN BY: K.K. / TOM CAMPBELL & ASs71UCT� LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 E DATE: 10/2312007 ISCALE: LLLL(� COMMERCIAL AND RESIDENTIAL1 EKING POST SPACING TABLE FREESTANDING 10, 20 8 30 psl DURALUM PRODUCTS, INC. NONE RANCHO CUCAM NA7.2107 AND ATTACHED HORIZ. WIND = 8260 ALPINE AVE., SACRAMENTO, CA 85826 SHEET 26 OF 29 REVISED BY: K.K. 8 D.P. 1n m 1 1 110 MPH 90, 100 8 110 MPH (9161462.7021 FAX 403-1518 seles(�durelum.com 20# L.L. 110 MPH FREESTAND_& ATTACHED OPEN LATTICE PATIO / COMMERCIAL LIVE LOAD = 12' OR LESS EXP. B & C > a p p CD O z m U- g UN a EL z O 3" SQ. MAX.POST SPACING STEEL BEAM DBL. 3"x8"x,042"BEAM DBL.2"x6.5"x.032" OR 3x8 BEAM BEAM ATT. FTG. (IN.) 3"x8" BEAMw/INSERT FREESTAND ATT. MAX.POST SPACING FTG. MIN. FTG. (IN.) NpE (IN.) >- a p m c ~ MINIMUM NO. OF POST FOOTNOTE: ' POST TYPE 1 POST TYPE 2 EXP. B EXP. C EXP. B EXP. C FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND FTG. (IN.) MIN• TYPE FTG. (IN.) FTG. (IN.) MIN. NpE FTG. (IN.) FT7G.p'IN. (INpE 32 H 1 19 17'-2" 32 H 20 11'-9" 12'-2" 32 4' 13'-2" 14'-2" H 18 23'-0" 37 H 24 6- 2 2 2 2 5' 10'-6" 13'-2" H 1 19 20'_7" 37 H 25 T 2 3 2 2 32 H 20 15'-4" 32 H 21 10'-6" 10'-10" 28 6' 8'4" 12'-4" H 19 18'-10'- 37 H 26 e' 3 3 2 2 32 H 21 14'-0" 32 H 22 9'-7" 9'-11" 28 7- T-6" 11'-9" H 20 17'-5'- 32 H 26 9, 3 3 2 2 28 H 22 13--0" 32 H 22 8--10" 9--2" 28 8' 6--7" 11'4" H 20 16'-3" 32 H 27 10' 3 4 2 2 28 H 22 12'-2" 32 H 23 8--3" 8'-7" 28 9' 5'-10" 10'-10" H 21 15'4" 32 H 27 11' 3 4 2 2 28 H 23 11'-5" 28 H 23 T-10" 8--1" 28 10' 5'-3" 10'-5" H 21 14'-6" 32 H 28 12' 4 4 2 3 28 H 23 10'-10" 28 H 24 T-5" T-8" 28 11' 4'-9" 10'-2" 21 13'-10'. 32 J 28 t3' 4 5 2 3 28 J 24 10,_4„ 28 24 7._1,. 7141 28 12' - 9--10„ J 22 13'4. 32 J 29 14' 4 5 3 3 28 J 24' 9'-11' 28 J 24 6'_9" T-0-- 28 13' - 9._6., J 22 12'_9,. 32 J 29 15' 4 5 3 3 32 J 25 9'_6" 32 J 25 6'-6" 6'-9" 32 14' _ 9-4" J 22 12'4" 32 J 29 16' 5 6 3 3 32 J 25 9'-2" 32 J 25 6'-3" 6'-6" 32 15' _ 9'-2" J 23 11'-10" 32 J 30 17' 5 6 3 4 32 J 26 8'-10" 32 J 25 6--0" 6--3" 32 16' _ J 23 11'-6" 32 J 30 18' 5 6 3 4 32 J 26 8'-7" 32 J 26 5'-10" 6'-1" 32 17' -84' J 23 11'-2.. 32 J 30 19' 5 7 3 4 32 J 26 8._4,. 32 J 26 5'-8" 5'-10" 32 32 J 27 8'-1" 32 J 26 5'-6" 5'-9" 32 18' _ 8'-7" J 23 10'-10" 32 J 31 20' 6 7 3 4 19' - 8'-5.. 37 J 27 T-10'- 37 J 26 5'-4" 5.-7.. 37 J 23 10'-7.. 37 J 31 FOOTNOTE: ' 20' _ 8'_3" J 24 10'4" 37 J 31 HEADER AND OR MIN. NO. OF POST REQUIRED SPACING MUST EXCEED ALLOWABLE SLAB SPACING 37 J 27 T-8" 37 J 27 5'-3" 5'-5" 37 OF SLAB. SIZE FREESTANDING ONLY. FREESTANDING _ ofE P� i CAMA� y Z C9 �--rn LV �''(� ` '''748 \ I X � phi, Z �'^ f n 177 `Q. NOTE: FOOTING SHOWN REPRESENTS LENGTH EACH SIDE OF CUBED FOOTING WITHOUT WHERE SLAB OCCURS, CUBED FOOTING MAY BE REDUCED 6" EACH SIDE FOR SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED 8. SHT. 23 FOR OR LESSER MUST BE USED FOOTNOTE:' ONLY COL. TYPES 2 =.032" SIDEPLATES, ON CONC.SLAB RPES 1 =.024" SIDEPLATES, USE ON CNC. SLAFOOTINGS. FOOTNOTE: "SAMPLE" FIGURE INDICATES EXPOSURE B -a FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. DRAWN BY: K.K. TOM CA PB G O LATTICE LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 SATE: 10I23I2007 COMMERCIAL AN RESIO iA INO POST SPACING TABLE 10, 20 8 30 pal DURALUM PRODUCTS, INC. SCALE: NONE REVISED BY: K.K. 8 D.P. RANCHO U AM '107 FREESTANDING AND ATTACHED HORIZ. WIND 9268 ALPINE AVE., 6ACRAMENTO, CA 95828 SHEET 27 OF 29 20 a L.L. 110 MPH 90, 100 8 110 MPH (916) 452-7021 FAX 403.1519 sales@durelum.com 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C t9 3" SQ. 30# L. L. r 5o m� v a�5cn mono 4' 8'-10" 5' 7'-1" 6' 5'-10" 7' 5'-1" 8' 4'-5" 9' - 10' - 11' _ 110 MPH FREESTAND.& ATTACHED OPEN LATTICE PATIO / COMMERCIAL 12' OR LESS EXP. B & C t9 3" SQ. STEEL BEAM LIVE LOAD = I DBL. 3"x8"x.042"BEAM JOB NO. GF07-0674 DBL.2"x6.5"x.032" OR 3"X8"BEAM BEAM 10, 20 8 30 ps1 3"x8" BEAMw/INSERT SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 r 5 0 m ~ MINIMUM NO. OF POST FOOTNOTE: " MAX.POST SPACING. FREESTAND REVISED BY: K.K. 8 D.P. ATT. MAX.POST SPACING FREESTAND ATT. MAX.POST SPACING' FOR DBL. 2" x 6.5x.032" MAX.POST SPACING FOR 3" x 8" BEAM FREESTAND ATT. MAX.POST SPACING FREESTAND ATT. POST TYPE 1 POST TYPE 2 FTG. (IN.) MIN. T�pE FTG. (IN.) FTG. (IN.) MIN. TYPE FTG. (IN.) FTG. (IN,) MIN. TAPE FTG. (IN.) FTG. (IN.) MIN. NpE FTG. (IN.) EXP. B EXP. C EXP. B EXP. C 12'-5" 32 j 18 14'-2" 32 j 19 9'-7" 1.0'-0" 28 j 17 18'-11" 37 j 22 6' 2 2 2 2 11'-6" 28 j 19 12'-8" 32 J 20 8'-7" 8'.11" 28. �j 18 16'-11" 37 j 23 7, 2 3 2 2 10'-10" 28 J 20 11'_61' 28 j 20 7'-10" 8'-2. 28 18 15'-5" 37 J 24 6' 3 3 2 2 10'-3" 28 j 21 10'-8" 28 j 21 7,_3" T_6" 26 19 14'-4" 37 25 91 3 3 2 2 9'-10" 28 j 21 10'-0" 28 21 6'-9" 7'-1" 26 19 13'4" 37 j 25 10' 3 4 2 2 9'-5" 28 .22 9'_5" 28 J 22 6'_4" 6'-8" 28 J 19 12'-7" 37 J 26 1 r 3 4' 2 2 9'-2" 28 j '22 8'-11" 28 j 22 6'-1" 6'-4" 28 j 20 11'-11" 37 j 26 12' 4 4 2 3 8'-10" 28 � 23 28 j j 23 5,-9„ 6,4„ 28 20 11'-5" 32 j 26 13' 4 5 2 3 8'-7" 28 J 23 8'-2,, 28 J 23 5'_6" 5'_9" 28 j 20 10'-11•, 32 j 27 14' 4 5 3 3 8'-4" 32 K 24 7'-10" 32 K 23 5'-4,1 F_6" 32 K 21 10'-6" 32 K 27 1s' 4 5 3 3 8'-1" 32 K 24 7'-6" 32 K 23 5'-2" 5'-4" 32 K 21 10'_2" 32 K 28 16' 5 6 3 3 T-9" 32 K 24 7'-3" 32 K 24 4'-11" 5'-2" 32 K 21 g' -g" 32 K 28 17' 5 6 3 4 7'-6" 32 K 25 7'-1" 32 K 24 _ 5'-0" 32 K 21 g'_5,, 32 K 28 FOOTNOTE: HEADER AND OR REQUIRED SPACING ALLOWABLE SLAB OR LESSER MUST USE ON MIN. NO. OF POST MUST EXCEED SPACING BE USED CONC SLAB ONLY 7'-4" 32 K 25 6'-10" 32 K 24 - 4'_10" 32 K 22 9'-2" 32 K 28 ® FE '�" d � '= FOOTNOTE: ":)�t1 COL TYPES 1 - 024" SIDEPLATES FOOTNOTE: "SAMPLE" �Q� ®�/ i 1:;Iv. :3 �(tt J COL. TYPES 2 =.032" SIDEPLATES, ON CONC. SLAB OR FOOTINGS. FIGURE INDICATES EXPOSURE B —f� FIGURE INDICATES EXPOSURE C ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C. f j NOTE: FOOTING SHOWN REPRESENTS LENGTH OF EACH SIDE OF CUBED FOOTING WITHOUT SLAB. WHERE SLAB OCCURS, CUBED FOOTING SIZE MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. SEE ALTERNATE FOOTING TABLES SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING DRAWN BY: K.K. TOM CAMPBELL 6 ASSOCIATES, INC. v rrlce LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB NO. GF07-0674 DATE: 10/23/2007 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING POST SPACING TABLE FREESTANDING 10, 20 8 30 ps1 DURALUM PRODUCTS, INC. 1(916) SCALE: NONE RANCHO CUCAMONGA, CA (951) 741-2107 AND ATTACHED HORIZ. WIND = 8209 ALPINE AVE., SACRAMENTO, CA 95826 SHEET 26 OF 29 REVISED BY: K.K. 8 D.P. 30 0 L.L. 110 MPH 90, 100& 110 MPH 452.7021 FAX 403.1519 seles@durelum.eom I ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL �► n Vaal 1 9 Lol• WIND DESIGN S.M.S 90 MPH #14 cD 12" O.C. 100 MPH #14 @ 10" O.C. 110 MPH 14 @ 8" O.C. NOTE: #.14 SMS SHALL HAVE A MIN. 1" PEN. INTO HEADER HEADER BEAM AND ENCLOSURE WALL SYSTEMS MUST BE I.C.C. APPROVED UNDER 2006 IBC, 2006 IRC OR 2007 CBC. OPTIONAL DECORATIVE FASCIA #14 S.M.S. ( WOOD, ALUM. OR HARDBORD )\ SEE TABLE ABOVE PANEL TO HEADER BEAM CON ER3"GUTTER EXTRUDE RIP EDGE WALL FASTENERS NX/ SEE TABLE BELOW APPROVED PANEL SPAN TABLE PANEL SKIN 6063-T6 I- LIVE LOAD = INCH INCH LL = 10 LL=20 LL=30 3„ .024" 18'-0" 12'-9" 10'-9" .032" 14'-5" 12'-4" RANCHO CUCAMONGA, CA 951 ( ) 741'2107 4„ .024„ 21,-4„ 15'-1" 12'-4" .032" 22'-0" 1 17'-4" 14'-3" 2.740 ALUM.ALLOY TOM CAMPBELL 8 ASSOCIATES, INC. 6063-T6 I- LIVE LOAD = 3.200" T=.060" OR 4.200" DATE:, COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING APPROVED 3" WALL FASTENERS INSUL. ROOF SEE TABLE SHEET 7 PANEL #12 SMS T&B AT 12" O.C. 3" OR 4" HANGER CHANNEL PANEL TO PATIO ENCLOSURE CONN. #14 S.M.S, SEE TABLE ABOVE INSUL BEAM HEADER I / OPTIONAL RAIN GUTTER ROOF BEAM HEADER ) OPTIONAL NON-STRUCTURAL FASCIA ti•'.s1 INSULATED ROOF PANEL TO APPROVED BEARING WALL SYSTEM INSULATED ROOF PANEL TO APPROVED NON-BEARING WALL SYSTEM NOTE: THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS EVALUATION REPORT MUST HAVE A CURRENT ICC -ES EVALUATION REPORT AND/OR CALIFORNIA FBH APPROVAL FOR USE WITH PATIO COVERS COMPLYING WITH 2006 INTERNATIONAL BUILDING CODE, 2006 INTERNATIONAL RESIDENTIAL CODE AND/OR 2007 CALIFORNIA BUILDING CODE WHICH MUST BE SUBMITTED WITH DURALUM PATIO COVER DRAWING. NOTE: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED DRAWN BY: K.K. TOM CAMPBELL 8 ASSOCIATES, INC. LIVE LOAD = PATIO COVER SYSTEM AS MFG. BY: JOB No. GF07•0874 DATE:, COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING INSULATED ROOF 1020 8 SO Psl DURALUM PRODUCTS, INC. SCALE:: NONE NONE REVISED BY: K.K. 8 D.P. RANCHO CUCAMONGA, CA 951 ( ) 741'2107 PANEL CONNECTIONS HORIZ. WIND a 8269 ALPINE AVE.. SACRAMENTO, CA 95826 SHEET 29 0F 29 90, 100 8 110 MPH (916) 452.7021 FAX 403.1519 aeleB@durelum.com I THE 2007 080, CMC, CPO, CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. 'D PLANS AND APPROVE SF SHA BEBE(3N SITE T .. R 1,41 INSPECTIONS FOR ALL / 'o o / BUILpING PERMIT# ®4)' 0 ASSESSOR R'sol 11 o - oil BUTTE COUNTY BUILDING DIVISION I APPROVED! FILE COPY .06 V7 7- " It -9 vq 'p I THE 2007 080, CMC, CPO, CEC, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. 'D PLANS AND APPROVE SF SHA BEBE(3N SITE T .. R 1,41 INSPECTIONS FOR ALL / 'o o / BUILpING PERMIT# ®4)' 0 ASSESSOR R'sol 11 o - oil BUTTE COUNTY BUILDING DIVISION I APPROVED! FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BPO51087 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 05/02/2005 APN: 024-170-018-000 the Business and Professions Code, and my license is In full force and effect.$23 08 C � S Site Address: 572 COWEE AVE GRI License Class: > License Number. `I//c� Map Index: Date: ,05- Contractor. 1 k/NG fiOLS' a k Description: SPA MASTER #01-521 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: PEASLEY JACK C & LINDA L permit to construct, alter, improve, demolish; or repair any structure, prior P O BOX 1169 to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of GRIDLEY, CA the Contractor's State License Law (Chapter 9 commencing with Section 95948-1169 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 1, 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 (Sec. 7044, Business and Professions Applicant: VIKING POOLS OF CHICO INC Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, P O BOX 283 provided that such improvements are not intended or offered for WILLIAMS, CA 95987 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of (530) 473-5319 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: VIKING POOLS OF CHICO INC not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 283 ❑ 'I Exempt Article the Business WILLIAMS, CA 95987 am under 3 of and Professions Code (530) 473-5319 Date: Owner: License #: 823708 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self4nsure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. Engineer: AI have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: S'i1A-rr' PUAMTotal Carver. Square Ft: 0 S. F. Policy Valuation: $0.00 Census Code: ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any persons any manner as become subject to the workers' compensation laws of California,l / -/J'—(�_•' and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those provisions. J alL Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attomey's fees. - CONSTRUCTION LENDING AGENCY This permit is harebyissued under the applicable provisions of the Bufte County Codp enrVor I hereby affirm that there is a construction lending agency for the Res::lcti to 4o work indi cited a f which fees have been paid. performance of the work for which this permit Is issued (Sec 3097 Civ.) � Name: BY' Date: OZ Address: PERMIT EXPIRES ON: F FDate I ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. lg- Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that'1 am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby_ authorize repre a tatives of(tte County to enter upon the above mentioned property for inspection purpos s Print Name: �1`�LZ- S Signature: I� - Date: / ❑ Owner 13 Contractor ❑ Agent for Owner Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* OWNER Last Name C -'A SLE irst Name �� Address S7 Z o iaJi�' vt. City GA I&CY StateCA Zlp f f Phone S?o _ G_ s Z Z Fax E-mail APPLICANT NAME CONTRACTOR Name VNA� VlH7��`X ' Address Y� f � LE�6H G � St.r►� City w fo C� Fax State—e-T771 Zip s� Phone y� Fax E-mail Lic. # , 3 700 O I APPLICANT NAME ARCHITECT/ENGINEER Name VNA� VlH7��`X ' Address Zip ?TJ7 3 City Fax State Zip Phone Book Fax E-mail Planner State License Number 2 y 7 Za APPLICANT NAME Name V/J,G (.V /" Address - 3BS 9,4W Lt:�Gra (51 City e c.6 State �, Zip ?TJ7 3 Phone S-) U- 3 Y5,- f y(j7 Fax E-mail APPLICANT SIGNATURE X For office use nl : Zoning L01 Flood Zone Cross Street 0_1 ('GINS V2=, SRA Yes I No Occ. I Tye Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. I I' BIN # LOCATION AN 2 Y -17 -JO Property Address Sit- Ca"J0- 4JL" (r /Lipl�y Cross Street 0_1 ('GINS V2=, Sheriff WORKER'S COMPENSATION Policy Number -7/3-6-L 3-6 L vU1/0? Carrier - ' AN 0 If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: LA- Af/ 6'1 Sq. Footage ❑ 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 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 Other Date: OVER FOR SUBMITTAL REQUIREMEN 15 N < K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Total REV 7-27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET www.buttecounty.net/dds OWNER: ASSESSOR PARCEL NUMBER V � -� Proposed Building Use: Permit Technician: Date: Items required in order to appk for a permit. All boxes MUST be checked OR marked NA in order to apply. ff- 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 1 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings. ❑ 12. Hazardous Material Form. ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers ❑ 17. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office ❑ 18. Soils Report and/or Engineered Foundation required. ❑ 19. Erosion Control Plan Required. ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet. ❑ 21. City of Chico Plumbing permit. ❑ 22. Site plan and business license approval from the City of Biggs. ❑ 23. California Department of Forestry plan approval ❑ paid. V 24. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, _Drainage. .:Z 26. NPDES Form ❑ 27. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 28. Contractor's license information. (Number, Name Style, Classification). ❑ 29. Worker's Compensation Carrier and Policy Number. ❑ 30. Owner -Builder Verification (_ Given to owner, _ Mailed to owner). ❑ 31. Letter of Signature authorization. ❑ 32. Recorded copy of Agricultural Acknowledgment Statement. ❑ 33. Existing violations and/or expired permits. ❑ 34. Deed Restriction. ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ❑ 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: /nO tU C_mn Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees, and other department costs are not refundable. Original -Applicant AL COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT.SERVICES-BUILDING DIVISION 7 County Center Drive, `Orovtlle; CA 05965 Plione (530)'538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: u ASSESSOR PARCEL NUMBER Proposed Building Use: Permit Technician: ow Date: aQOJ` Items required in order to app for a permit. All boxes MUST be checked OR marked NA in order to apply. JT 1.Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. n ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed't6'issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan_approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ` ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 19. Erosion Control Plan Required........................................................................ ❑ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. { ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. ❑ 23 California Department of Forestry plan approval ❑ paid. Sent by: -/ 4: tannin approval for A Use: B Parkin : C Parcel Check: �(......... 25. Contact Land Development about _ Improvements, _ Drainage ....................... -Zr- 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... 1-134. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone T S�� and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: --Dro p'r �.� v Date: 1. Index permit J ppl'oation fo the above iter `numbered: Plan Check Letter 2. Additional items required / Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Conte;,toredesigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ count �i Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: -;, Date: Yellow: Building Division E.H. USE ONLY Plot Plan Attached Roos Plan Attached Sana to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well J Clearance for . dwelling. Other �/�� Hold final for: Final clearance 0. K. for: NOTE: 8/96 Department J. Michael Crump, Director A �iwo p VBUC WCP� Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI 11 Project Description: _5J1 ffi 1 fG Project Location and/or arcel Numbe 2-�% By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land.and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in. revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 01ce Date: -/Y- 0�r Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP042814 LICENSED CONTRACTORS 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 Issued Date: 12/15/2004 APN• 024-170-018-000 the Business and Professions Code, and my license is in full force and effect. 7r License Class: 7 License Number: 9 Z 3 7tJ 25 Site Address: 572 COWEE AVE GRI Date: 1L /S Contractor: V/,C/NG POOLS Map Index: Description: NEW POOL MASTER # 01-521 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: PEASLEY JACK C &LINDA L to its issuance, also requires the applicant for such permit to file a P O BOX 1169 signed statement that he or she is licensed pursuant to the provisions of GRIDLEY CA the Contractor's State License Law (Chapter 9 commencing with Section , 7000) of Division 3 of the Business and Professions Code) or that he or 95948-1169 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Applicant: PEASLEY JACK C & LINDA L Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor:POOLS OF CHICO INC not apply to an owner of property who builds or improves thereon, .VIKING and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 283 ❑ 1 am Exempt under Article 3 of the Business and Professions Code WILLIAMS, CA 95987 (530) 473-5319 Date: Owner: License #: 823708 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 Architect: is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier: S' A _- FvtiD Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: Pony #: 7/ 3 —O LD / jo 7 ❑ 1 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' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: /Z510 /1 Applicant: Applicant: WARNING. Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Cody+ anrUOr I hereby affirm that there is a construction lending agency for the Resolutions)o do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) — Name: By: Date: PE M�TPIRES ON: f f S Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: J-0-5- /1'•'' /1" r (DJ, Signature: Date: 12- ❑ Owner �onlractor ❑Agent for Owner El Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION "PLEASE PRINT CLEARLY" OWNER Last NameS C ` first Name �PrG fC Address 5-22- `O—C- L A ✓ems City 62/06C `/ State n Zip9S%`/� Phone 6 _S Z Z Fax E-mail CONTRACTOR Name �� fin, G 100 L S Or C ff �C D (NC Address y� �s ��1 �✓G �iG 'T S'%�'- 6 City C �c Stat2, f+ Zip 919 7-? Phone 3yS- '-/a -2 9 Fax E-mail Lic. 1�z 5-2"6 Clais.,n APPLICANT SIGNATURE X For dftice use only: ARCHITECT/ENGINEER Name �0N 7111z tic a2 Address l City Lot # State Zip Phone Name Fax E-mail State License Number APPLICANT SIGNATURE X For dftice use only: APPLICANT NAME Name �0N 7111z tic a2 Address Map Book City Lot # State Zip Phone Name Fax E-mail APPLICANT SIGNATURE X For dftice use only: Zoning _ Q()l Flood Zone SRA I Yes o Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NP. BP BIN # LOCATION APII Property Address _ Cid! _ Cross Street Q WORKER'S COMPENSATION Policy Number ? ) 30 ��D/ U 2 Carrier S 7,1 <G (/.v ✓> If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. SMIP LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS K:TORMSMILDING FORMS1BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: SU- (M SIN oo L �^Rs-7cQ --#p 015 2 Sq. Footage 300 ❑ Structure Built without Permits ❑ 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 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: 'Cfl IJ Bldg `r SRA Receipt #: Sheriff CAMr / SMIP Date: CfD /—Other 'otal REV 7-27-04 If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. V... V. C.N REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two ygars from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION • KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 RE/ 7.27-04 , SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a • permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. • ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. V... V. C.N REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two ygars from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION • KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 RE/ 7.27-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDING.DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) User (B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... .p 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction....................................:.................................................... ❑ 37. ❑ Grant Deed, O M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone,,;445- L// l Q eli /°ten Tr and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: D4ate: -' 1. Index permit application for the above items numbered: i Plan Check Letter Wsrcetv ms required ! }fir° ,.''. ,,/ igner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: ! *eO igner, owner, was advised of the ve ata by cone, ❑ mail, ❑ counter rKDate:ed by: _Date: Plans approved by: Structural reviewed by:X�pDate: Structural approved by: ''� t-'` Date: IA Note transfer by: Date: Yellow: Building Division OWNER:7`O//,C �j�I /li ASSESSOR PARCEL NUMBER Proposed v� Building Use: IVycvii,,, ,,,,rir, I-n�.L r1F1C#cY Cose?Techniclarl/� Date: Items r .quired in order to apply for a permitjAll boxes MUST be checked OR marked NA in order to apply. T], 1. Site plans, 3 or 4 sets, signed by the preparer of the plans.. PXOL-" C zrCft 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. f ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of thes must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico U,6roville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) User (B)Parking: (C) Parcel Check: 25. Contact Land Development about _ Improvements, _ Drainage ......................... .p 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction....................................:.................................................... ❑ 37. ❑ Grant Deed, O M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone,,;445- L// l Q eli /°ten Tr and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: D4ate: -' 1. Index permit application for the above items numbered: i Plan Check Letter Wsrcetv ms required ! }fir° ,.''. ,,/ igner, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: ! *eO igner, owner, was advised of the ve ata by cone, ❑ mail, ❑ counter rKDate:ed by: _Date: Plans approved by: Structural reviewed by:X�pDate: Structural approved by: ''� t-'` Date: IA Note transfer by: Date: Yellow: Building Division E.H.�USE ONLY Piot Pian Attached I Floor Pian Attachad�i Sant to G.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal,, Water Supply: Public Private Well ""N Clearance for dwelling. Other 1� Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 r, IV Contractor ❑ Other Telephone 1 SITE PLAN REVIEW. APPLICATION Date: AP# QA L L 1 7d' 01P Permit Number (if applicable) Q If APPLICANT INFORMATION Parcel -Size: &CA -P S Ct - & � Owners Name: Q Owners Address: 5-72 CA- F,5_9 Telephone No.: Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home �Residential Accessory Aro� ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) 1W Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By j ayle Date �(1 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY r 9 %► Parcel Is In: ❑ Snow Load Area: ❑ Land ConservationAct Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required) O W/V ad ❑ SRA - (CDF to determine specific requirements) 0" ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: ly • Flood Panel No.: O&W 7/D Index Date: i0 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ,+' �Q &P -off Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front o , Side �S r Side Street Rear o2s r Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 l- 1 'Applicable Development Fees: t Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ' ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula -----------------------------------------------------------------------------------------7------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By 11 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: 7 -7-3 419- Legal Access Required ❑ No *Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: .2- —/7 —01 p' S �►� l�s ok o ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: :.. a�- D� wia �f�37 Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. , Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa 0 Page 4of5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:U:arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 f Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 5, 2004 Jack Peasley 572 Cowee Ave. Gridley, CA 95948 Subject: APN — 024-170-018 Dear Mr. Peasley, The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application 04-2814, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincerely, ana Adler Assistant Planner Department of Public Works J. Michael Crump, Director LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE Project Description: 5' '�,l.xt '14 /"✓ L Project Location and/or Parcel Number: 02-9 — 7 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: (A /7 Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Al V O O Vy O ik �e � o• L ,3 Z> o ° Z a � n r NNx °0� -- W lb `1 Q n � m � o t BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. -BPO-4­113-4— Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.ZONING oat - 1��o - of S -c��c� ado OWNER��5 �� TACK PHONE NO. ��b _ 51�'_� OWNER'S ADDRESS o . a .FJq1+ LOCATION OF BUILDING 7a, aw, e- - P_ A\\,/P-, CA USE OF BUILDING SIZE OF STRUCTURE ' -tom X_� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING�^ ' ROOF COVERING f� FLOOR TYPE ��/l n ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: yy� FRONT ��//%% ��/ ��"SIDES /W1171 REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence_, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Z Signature of Owner Permit Fee -$69.99- l ag .qg The above describ AG Building is exempt from a building perm- Receipt No. .39 5 &0 1 I K Manager Building D' isi By I� Date White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant ` -i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03-0556 ASSESSOR PARCELNUMBER -♦ 024-170-018 ZONING BUILDINGPERMIT OWNER PeaslgU, Jack TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1024 U 18,432.00 OWNERS MAIUNO ESS 572 CoWee Avenue Gridley CONTRACTOR'S NAME Mark Stewart 868-1075 TELEPHONE CONTRACTORS MAILING ADDRESS PO Box 1060 RigRs CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $18 ARCHITECT OR ENGINEER LICENSE NO. —Fling Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee ' $ PERMIT FEE $346.70 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF a Duplex ❑ Mobilehome ❑ Other SPECIFY 1C Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: new detached RaragP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800V OR LE Main Service 200.OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) Q, and my license is in All force and effect.F 62 License Class LIC. NO. L} �(/ � OWNER -BUILDER D�rA ATION I 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. ❑ I, 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. BUDS. SO 3.S¢�:5,84 NEW CONST. MULTI.OUTLET NoµREslD. 97.50 POWER APPARATUS .11N. ourLET CIR. OUTLET OR FIXTURES Ex. Occup.SAL 20 Q 100 o .50 Ex. Occup. o. g='.GEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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. I 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' com ens on insurance carr' r and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number 77 ' OU (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 workers' ompensation rovisions of section 3700 of the Labor Code, I shall fort ith it thos rovisions.This Date ,�–� D nat a & Applicant - ❑ Owner XZontractor ❑ Agent k,g-A 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 TOTAL FEE $ H Z. -- 0. FEES IMP OOD CDF ,v PARCEL .� Po HD SU p it is hereby issued under of th Butte County Code and/or ind' ated above for which fees have By PERMIT EXPIRES ON tt- the applicable provisions Resolutions to do work been paid. JDate r 00 f'b to Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT GOUN TY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive ° Orovills, Califomia 95905 • Telephone (530) 536-t5 - PERIAT No. w.12t96) APP L[ GATION AND PERMIT BUILDING PERMIT �-� Hz s1 FT- oc�. wG VALt1AnoN in r kc— `?-ems �C� _ . , aria LISEOFORUCTURE ;F'bA Dunlx D "ehwns O Other 0 *?SkW FEE PAlb $ SRI $ sHERiF� $ AMtri REb $ * zo � !U■� s�o cow �m =E3 Fwha Fee Is 20.00 Permit Fee Is ' — Energy Pian Cheng Fee s - 5.OD $ 2300 PLAIT FEE 1 $ P PLIifU sma •PERMM Hiring Fee 20.00 Eafi Trap S 7.00 Solar or hestpMp water beater Heafmg 23.OD Watw Pun- 15.00 Each es wetw hepur or: 15.00 Csss 1 - 5 outlets 15.00 5oww 15. D D hlbbb l-bme 131GIWI C�20. PERNOT Fa S msc Air LL Pmmrr Fftg Fee 20.00 " Sewn=e = oOMn fps I 2300 Nwm Sw*m ( =a% tO IOWA ) 4S00 Fx • p Oona Ox FOLMO ew5 se FCS APPUS ER Er-' eur�Ezs nx 5.OD Tem Sar&g 2300 Ebbile Home FacMes 20.00 wmn MDO PERMIT FEE S RECHAWCAL PERMIT FMng Fee 2 .DD Heafmg H=d 6.50 NlobBe Home hnstAlon Fee Is ilergy adon Fee Is C= I co=rm TOTAL FEE $ G . xr z d FMue' I FLOO I ro I W1 ow- TWm pwm8 Is hereby issued under the appiiable provis mm of the Bufte County Code and/or Flesohffi= to do work indhated above for which fees have been paid By R Ptl PERMIT EXPIRES ON rmrsE-n as .tea eua�r-assssoa guar-a�r-=C=R 6o�aZuaoe-,tPPtre M . Date ;•1ci �_ .,r. .: �,�,, ���--ti -r-�°+'>- r T—r •--.•�.r9,.s� �..�,4,,�p'�'^'�7ti►.+�3�t;iT�°�^`K"q�'rn+i`�'nws�-�-•�'� 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET Gad `7 OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use: (V 1 � Counter Technician: Date: �7 Items required in order to apply for aper t. Il bo xe , MUST be checked OR marked NA in order to apply. 1.. Plot plans,•3'or 4 sets, signed,ty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting docpmentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By YA 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ rs ❑ 9. Plot plan and business license approval from the City of Biggs .................................... J ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14/ Fees as shown on the attached Schedule of Fees Due Sheet ....................................... _ V tatement of Intent for Non -heated and AX Buildings.................................Sanitation and plot plan approval from the Environmental Health DepaCity of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent_ by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ...... ........:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner)....... .............. ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ j ❑ 31. Other: `'•f �` When issued Telephone ! and hold for pickup. I have been infor ed a above ite nd requirements for obtaining a building permit. Applican . Date: 1. Index permit appl cation for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of the abye lata by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: /j(�_ Date: ,3 Plans approved by: gno Date: -3/6Z:6 Structural reviewed by: Date: Structural approved by: - Date: Note transfer by: Date: Yellnw- Rnilelino Nvicinn �A­ • -r E.Fi. USE ONLY Rat P1 `, Anachad Sam to a.c� a' 8 039 TO: Building Department FROM: Environmental'Health SUBJECT: Sanitation Clearance Ooz / %4 - O / d Owner Location AP# Plan. Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other �'�iG��',� w�i✓o /O�v�.-��i�l� Hold final for: Final clearance O.K. for: NOTE: EnvironmentalHea Sppp�alist L? 8/96 Date 'j " NOTES • 1 1 RESIDENTIAL 024-170-0.18 01-1946 PEASLEY, JACK & LINDA S'OWEE AVE. GRIDLEY LNE NT: MARK STEWARD W SF W/GARAGE & COV PORCH SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Address GAS Meter By p �1• " ELECTRIC Meter By Date GAS -" - - --- --- — - • Meter By ••. Date ELECTRIC 2.. Meter By Day_ JOB FINALED (Date) 7 '"� Signature V= OK Water; Location -Test -Easement Needed (Sketch) 0 = Not OK Electricity; Location-Clearances-Grnd-/ /Amp -Concrete - = Not Applicable MOBILE HOMES • = Not Ready 7. Date MOBILE HOME UTILITIES (Plans) OK except #'s Utility Clearance 1. Zoning Requirements -Setbacks -Easements 5. 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. 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. Tie Downs -Type -Installation Cent. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels t Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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, Distance-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- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK Card B-1 Date Card B-1 0 = Not OK Card B-1 Date Card B-1 - = Not Applicable RESIDENTIAL (: = Not Ready Htr.; Vent -Access -Combustion Air Baffle Date Un rfloor (Plans) OK except #'s 19 oning-Setbacks-Easements-Flood-Slope 2 '� 2 �g., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth "I Gle 2 Garage; Soils -Steel -Elea Grnd.-/ !' Ftg. Depth /f 4_,Ptg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Date Y15t_emwalls, Main; Steel-Blockouts-Wrapped / 6. emwalls, Garage; Steel-Blockouts-Wrapped Date 6a. Hold Downs and Special Anchors VF 7. Slab, Steel -Wrapped 24. 8. Pi -Fi eplace Ftg.-Steel ?,y . D. . .; Fall -Fitting -Test -2 Way C/O -Sewer Test 26. 10 F�as Pipe; Size Anchors - Yard Gas Piping; Size Test lj. 1 . Water Pipe; Test -Anchors -Regulator -Service Test 28. 29C 12. Electric Underground -� 39- Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes U No 13. PI nums & Ducts; Clearance -Material -Support -Ins. Conductors & Ground Main Disconnect rders-Sills-Anchor Bolts -Joists- Vent s-Crippies Equip. Clearances Panels-Motors-Mech. Equip. Access & Ventilation Plothes Closet Light -Shower Light -Spa Light 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PL BING (Permit) OK except #'s 17.ter Htr.; Vent -Access -Combustion Air Baffle 1 Wa7er Pipe; Test & Anchor -Nail Protection 19 D. .V.; Test Fittings & Anchor -Nail Protection 2 '� 2 S wer an; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access "I Gle 2 Gas Pipe; Sixe & Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 57. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors ?,y Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. lj. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 29C 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al -� 39- Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes U No 31/Service-Riser Conductors & Ground Main Disconnect 32, Equip. Clearances Panels-Motors-Mech. Equip. 33. Plothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35!A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation Z / Condensate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39 ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40 ills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound i Bearing Walls over Girders & Floor Nailing 6a -Draft Stop in Walls (rat proof) 44. ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 5. Headers & Beams -Size & Bearing rVV jingle & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. -49"Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49/Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 52..9foperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. tairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer 57. S cco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 5W Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. 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 Ext. Steps -Door & Sidelight Protection -Landings 6 moke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection room Exiting Fixtures & Tub 6$!E1ec. Trim & Subpanel, Breaker Sizes & Labels 7.QoMw8 ce or Stove, Clearance -Hearth 7 ec. Outlets at Wood Panel, Int. & Ext. 7 it. Fixt. & Appliance; Ground -Air Gap-Cookinq Clearance 73-'Slec. Outlets & Receptacles at Kit. Counter 7 . Garage Fire Door; Swing -Landing -Closure 7 .C. Duct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7rT' Plb., Elec. & Mech. Equip. Listed for Location 3t3. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79 ulation- Foam- Looked in Attic 8 uard Rails & Deck Construction -Post Caps 8 dn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle ce Looked under Floor ❑ Yes Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No Std Brown -Finish A. t Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 85e -Nater Well, ExDisconnect, Electrical, Plumbing t Elec. Trim, G.F.I. Receptacle -Underground 8 e ' ation Throughout House . GI Protection Corrections from Previous Inspections as Test -Meters Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval. Enecev Compliance Certificate -Other Certificates Address Posted bate 0',0P-- 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: .-rr�-_. .�� _...,T....o..,y..,,`� �.,^,�p"r"rs"'�"r.'rr"�y�.�,.-"c+--•+-.K.ee^.may-'•ayM'yCSf'�..wtia.rw.•.rn COUNTY OF BUTTE , BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 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 notice 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. Date,/( nspector REV 10/92.,,,_,,,;.1 .r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE It -1A () i-/ �'C/G 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 notice this office when correction of work is completed. If ou have any questions pertaining to this matter, or need additional explanation, please cont t this office immediately. X11 • � _�,„ _ , /._,--5—..,-- i . % , .,, . " — ,_ . ,. Date —1-11-67-k- /r/`( -6`k- Inspec\6 REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754ffRMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 024-170-018 ZONING BUILDING PERMIT ' OWNER PEASLEY JACK & LIMA� TELEPHON SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 106 ac -q- R _q5�0 25 Q CONTRACTOR'S NAME MARK STEWARD CON T'Rll(—PTnN_ TELEPHONE 231 C 3 06300 -- CONTRACTORS MAILING ADDRESS /'��` PO -BOX Q60 B.TM ]_ CA 9591 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING s COGIFF. AIM rR�D� Energy Plan Checking Fee $ $ . 0 PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP _ PLUMBING PERMIT Pi 20.00 USEOFSTRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pum water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 15. 00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF W/GARAGE & COVFRFn PORm Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT --fVn`g44e 20.00 LE Main Service .OA OR LESS 23.00 23.00 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 o the Business and Professions Code, and my license is in f rce and effect.44 0 �? b License Class Lic. No. I I -BUILDER DECLARATIOI 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. ❑ I, 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 Main Service 200A TO +000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( y ACC. BLDS. 3.5QsSO; 80-00 T. ,,GµpESID MULT 0.00!iUTLET 97.50 ( POWERAP=US 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BAL @ I. o OWNER Ex. Occup.DFlxLmr�s A p OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I 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' compen e c ' r d licy number are:i5.00 Carrier l MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ 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.) ❑ 1 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 workers' compensatio visions ection 3700 of the Labor Code, I shall forthwRh mply 'th ovisi s. Aof X Date �_ Signature of Ap 'cant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excav tions over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TV V 1J TOTAL FEE $ HAZ D PEES IMP FLOOD ��. CDP PAR PD HD ISSU .�_ This permit is hereby issued under the applicable provisions the Butte County ode and/or Resolutions to do work indicat ov for w cd fea have been paid. / C% By Da fit! L j PERMIT EXPIRES ON I/ /i d 2� ale Receipt No. 331761/1545.75 I WHITE-D.D.S.-B.D. CANARY -ASSESS PINK -INS ECTOR GOLDENROD -APPLICANT ;_�w 1!' e�.....+w•• fix? - . �a COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSOR P C ER: l� 7 76 Proposed Building Use: Building Inspect Date: At time of permit application, I was advised the following data must a 4sumftitted prior to permit processing and/or issuance: Date Received By D 1. All items have been submitted -------------------------------------------------------------------------------------- 2f'Pl'ot plans, 3/4 sets, signed by the preparer of plans. ------ 3. Complete plans, 3/4 sets, signed by the preparer of plans. plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Design Compliance and supporting documentation. 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 119. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ 1 . Fees of $ 9,79 ------------------------------------------------------------------------------------- Impact fees as shown on the attached schedule.----------------------------------------------------------------• r IR California Department of Forestry plan approval/fees. --------------------------------------------------------- p&lood elevation certificate. ----------------- - , ------------------------------------------------------------- amtahon and plot plan approv6w alth Department. 1115. City of Chicoplumbing permit. -------------------- `------------------------------------------------------------- 1116. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: © k (B) Parking: ,01 8. Contact Land Development about ❑ Improvements, ❑ Drainagegal Parcel. ----------------- '-Encroachment Permit for driveway (construction approval prior to occupancy) - --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 4624. Letter of signature authorization. --------------------------------------------------------------------------------. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- . Letter of intent on building use.----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) en you is p t s ollows ❑ Mail to owner, APollutlibn Telephone j and hold for pickup at . D liver w'6� ctor. LRT£�hi. hfegoc�� 4 y i vy ��sN y APPh-cyanDate:Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 0 . JA,c Ak `'Plan Check List 2. Additional items required: ��� on [downer, was advised of the above required data by ❑ phone nail, ❑ Building Division counter, by Date:©j Contracto gn , wrier, was advised of the above required data byGjhone, ❑ mail, ❑ Building Division counter, by Date: RE gner, owner, was advised of the above required data by phone, ❑ mail, � Building Division counter, by Date: n actor i0f ner ttt a&ve required data by ❑ phone, 13mail, 17 Building Division counter, by Date:` d viewed by: �/ Date: -12,0 ( Plans approved by: Date: I p - Sets of plans on ho�Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. F E.H. USE ONLY Fiat Pian Attechod Floor Plan AttachdA Sent to 6.0. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance — C o w e e_ p0 A.. Owner Location AP# Plan Approved for: Sewage Disposal Water Sup Public Private Well Clearance for dwelling. Other Hold final for. Final clearance O.K. for: NOTE: vironmentil Heal 8/96 list Date BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT 411 MAIN STREET - P. 0. BOX 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 TEL: (916) 891-2727 TEL: (916) 538-7281 FAX: (916) 895-6512 FAX: (916) 538-2140 Date Issued .� 4 �� 1! EXPIRES ONE YEAR FROM DATE OF ISSUANCE Permit Issued to To construct sewage disp a system for: hV/1 l h -U Y�, I� -J-J Located at: V bt Al A.P. # SEWAGE DISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK Liquid capac' : 0D gallons Material Specjal jndjtions: 1. (", k is t LEACHING FIELD Total length: la'_�;L S feet Trench width: 1i inches Minimum No. of lines: _ Rock under pipe inches ry Additional leaching field will be required if experience shows it to be necessary. No part of the system may be located within 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of a new building is not permitted until the system is approved. Permit Fee $ Penalty Fee $ Additional Fee $ Receipt No. S31 - 278R (Rev. 6/94) Issued By: TAL FEE $ ENTAL HEALTH COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OF FEES DUE OWNER PROPOSED BUILDING USE BUILDING PERMIT FEES _ --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee.. ..................... $ C V3. SCHOOL DISTRICT FEES J (paid at District Office) SHERIFF FEES (paid at Building Division) -7, Residential .................................... x $360.00 = $6� . Units Commercial (sq. ft.) ...................... Sq. ft. 4. URBAN AREA FEES Residential ............................ x # Units Commercial (Sq. ft.) ............. x Sq. ft. 5. RECREATION DISTRICT FEES x $0.03 = $ Amt. Amt. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7 SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER ,,.�I7DOf8 DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during te plan c�eqkin rocess. /__\ APPLICANT DATE 1 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) a BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 69 Y LL Building Department No. A.P. Number (I�T�d,�l 8 Jurisdiction: City ®County Property Owner Th K I fAl s Lf— J Property Location/Address �' (�tiJ Subdivision Lot No. Residential Development .................................................................................................................... Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): €................................................................................................................... Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date Irioor rians revieweD Dy acnooi uistnci rersonnep District Identification No. 1 9i School District certifies that Q!e QS64-� l (Applicant) 1 �0 UU t°C ►�-1 UC°, (Street Address), (Phone Number) (City) \\ ()I (State) (Zip Code) has complied with the requirements of Resolution No. by payment of $ 6 representing log square feet. AB 2926 $ FULL MITIGATION $ School District Paid by Check # Remarks: Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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.xis 110/981dmm A , AND WHEN RECORDED MAIL TO.- O:BUTTE IIII'II II"III�I�II����I'III �'�I'I BUTTECOUNTY BUILDING DIVISION —l� ERDRIVE Recorded I REC FEE 10.00 OROUNLE,CA9TY OROVILLE, CA 95965 Officialyy__Records I CONFORM .00 \ \ �� County Of BUTT CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON I I. I Vickie bAssistant 01:49PM 01 -Oct -2001 i Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF Date 7 ' �/). t// State of California County of Alameda before personally a d �- C any (mown to me r on the bases of satistactory evidence) to be the person(s) hose ame(s) is/are subscribed to the within instrument an ac ow edged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS in d and official seal -;�2-- - - - - - - - SignatureSeal: A.P. # LESLEE BELMONT COMMISSION 1223261 NOTARY PUMICCAUFORNIA ' A AMSEDA COUNTY My commission exptres July 2, 2003 M Irk 41^^ Escrow No. 203463 -BG Title Order No. 00203463 EXHIBIT ONE Being a portion of Lots 61, 63, and 64, as shown on that certain Map entitled, "Gridley Colony" which map was filed in the Office of the County Recorder of Butte County, California, on June 7, 1905, in Book 4, of Maps, at Page(s) 37, and described as follows: Commencing at a point on, the West line of said Lot 64, said point being North 00 02" West, 276.0 feet from the Southwest corner of said Lot 64; and running thence South 880 26' East, 194.7 feet to an iron pipe; thence North 01 43' East 463.4 feet to a point thence South 610 55' East 413.6 feet to a point thence South 500 15' East, 174 feet to a point thence North 880'20' East,660.0 feet to a point in the center of a certain irrigation ditch; thence along the center of said irrigation ditch the following courses and distances: North 30 ° 14' West, 377.0 feet; North 270 30' West 127.0 feet; North 00 07' West 443.0 feet; North 100 10' East, 42.0 feet to a point on the North line of said Lot 61 and thence along said line, South 881 26' West, 1116.0 feet to a point on the West line of said Lot 61; thence South 00 02' East 1062.9 feet along the West line of said Lot 61 and the West line of. said Lot 64 to the point of beginning. EXCEPTING THEREFROM the following described parcel of land: A portion of Lots 61 and 64, as shown on that certain map entitled, "Gridley Colony", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on June 7, 1905 in Book 4 of maps at page 37 and described as follows: Commencing at a point on the West line of said Lot 64, in the Centerline of Cowee Avenue, said point being North 01' 02' West, 276.0 feet from the Southwest corner of said Lot 64; thence running South 881 26' East, 194.7 feet to an. iron pipe; thence North 01 43' East, 463.4 feet toa point in the center of a drainage ditch; thence Northwesterly along the centerline of said drainage ditch, to the West line of said Lot 61 in the centerline of Cowee Avenue; thence Southerly along the West lines of said Lots 61 and 64, and along the centerline of said Cowee Avenue to the point of beginning. ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: Commencing at the Northwest corner of Lot 61, as shown on that certain map entitled, "GRIDLEY-COLONY", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on June 7, 1905 in Book 4 of maps at page 37, thence South 00 02' East, 192.9 feet; thence North 880 40' East 1109.4 feet to a point in the center of an irrigation ditch; thence along said center the following two courses; North 00 07' West 156.1 feet; thence North 101 10' East, 42.0 feet to a point on the North line of said Lot 61; thence along said North line South 880 26' West, 1116.0 feet to the Northwest corner of said Lot 61, and the point of beginning. ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ DEPARTMENT OF PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" • Download Forms: www.bUttecounty.net/publicworks NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number Dis�yct,� Phone: (530) 538-7339 �i d/ a 9 j 9 f K APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. AppliCdnCs Name: 2. Address: Q �� C) v ( J 3. Phone: x - 4. Assessors Parcel Number. 5. Location of Work to be Done: CC) vu _ 2 ? R ax A/o. s 7 z 6. AppliicanCs signature: t I A. `/i _ 7. Date: C> l CONTRACTORS INFORMATION 8. Contractors Name: 9. Address: 10. Phone: ! b 11. Fax: 12. Contractors Number. �P �( 13. Cer6firate of Insurance: Yes 14. Contractors signature: 15. Authorized Agent TYPE OF WORK TO BE DONE 16. Please Chemo Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type):18. Other. PERMIT GRANTED GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. 19. Conditions Underground Service Alert (U.S.A) must be notified two working days prior to any excavation 800-227-2600 20. O Al work shall conform to accompanying: Detail O Plans O Special Conditions O 21. Date Issued: 8 9 /o J 22. Expiration Date: Cr/09 9 O 23. Surety: Yes No Mike Crump, Director of Public Works 1. By: t4lL* *Note: If permits are faxed to any number besides (530)538-4356, they can be delayed up to one week. Page I of 2 General Conditions — See Page 2 �`i` Painter, Larry From: Parker, Betty Sent: Tuesday, August 14, 2001 5:10 PM To: Painter, Larry Subject: RE: GOOD FRIDAY 024-170-018 WAS ON ROLLS FROM 1957/1967 AND CAME OUT OF 024-170-003 WHICH WAS ON ROLL FROM 1951/1956 DONT HAVE REFERENCES FOR EITHER # BUT 3 SPLIT INTO 024-170-19 WHICH WAS THE NORTH 4.97 AC, 024-170-018 AS IT IS NOW j -----Original Message----- From: Painter, Larry Sent: Friday, August 10, 2001 8:57 AM To: Parker, Betty Subject: GOOD FRIDAY Hello! Could you please tell me the creation deed & Date for AP 024-170-018. Thank you! RECORDING REQUESTED BY: Fidelity National Title of California Escrow No. 203463 -BG Title Order No. 00203463 When Recorded Mail Document and Tax Statement To: Mr. and Mrs. Jack C. Peasley 1551 Fifth St. Livermore, CA 94550 k-&Q_fZ° IIII III IIIIIIIIIIIIIII III IIIIIIIII Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 21 -Jul -2000 REC FEE 10.00 TAX 143.00 PENALTY 6,00 Fay Page 1 of ^c GRANT DEED SPACE ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declare(s) Documentary transfer tax is $143.00 [ X ) computed on full value of property conveyed, or ( ] computed on full value less value of liens or encumbrances remaining at time of sale, [ ) Unincorporated Area City of Gridley FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Gerald V. Johnson and Nikki D Johnson, as Trustees of the Johnson Revocable Inter Vivos Trust dated September 1, 1992 hereby GRANT(S) to Jack C. Peasley and Linda L. Peasley, husband and wife as Joint Tenants the following described real property in the City of Gridley County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: July 13, 2000 STATE OF CALIFORNIA NYC, ` Vit` COUNTY OF I V� UGICIG_- ' ON IS • ) before me, L i r - ,�'_;'Ipersonally appeared N I . —So h Vl -,,C) n personally known to me (or 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 to me that P/sWthey executed the same in 1�it%hp(/their authorized capacity(ies), and that by I)Ks/h//their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Witness my hand and official seal. Signature Gerald V. Johnson and Nikki D. Johnson, as Trustees of the Johnson Revocable Inter Vivos Trust dated September 1, 1992 By: ✓. G_er Id V. Johhso. rustee By: Nikki D. Johnson, Tr to qg�'L OF Tti�. LYNN.C. KREMER Commission 81267248 < NOTARY PUBLIC - CALIFORNIA N r t NEVADA COUNTY A MY COMMISSION EXPIRES �ucoaN�� JUN 12. 2004 MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) . GRANT DEED Escrow No. 203463 -BG Title Order No. 00203463 EXHIBIT ONE Being a portion of Lots 61, 63, and 64, as shown on that certain Map entitled, "Gridley Colony" which map was filed in the Office of the County Recorder of Butte County, California, on June 7, 1905, in Book 4, of Maps, at Page(s) 37, and described as follows: Commencing at a point on the West line of said Lot 64, said point being North 00 02" West, 276.0 feet from the Southwest corner of said Lot 64; and running thence South 881 26' East, 194.7 feet to an iron pipe; thence North 01 43' East 463.4 feet to a point thence South 61 ° 55' East 413.6 feet to a point thence South 500 15' East, 174 feet to a point thence North 880 20' East, 660.0 feet to a point in the center of a certain irrigation ditch; thence along the center of said irrigation ditch the following courses and distances: North 30 ° 14' West, 377.0 feet; North 271 30' West 127.0 feet; North 00 07' West 443.0 feet; North 101 10' East, 42.0 feet to a point on the North line of said Lot 61 and thence along said line, South 880 26' West, 1116.0 feet to a point on the West line of said Lot 61; thence South 01 02' East 1062.9 feet along the West line of said Lot 61 and the West line of said Lot 64 to the point of beginning. EXCEPTING THEREFROM the following described parcel of land: A portion of Lots 61 and 64, as shown on that certain map entitled, "Gridley Colony", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on June 7, 1905 in Book 4 of maps at page 37 and described as follows: Commencing at a point on the West line of said Lot 64, in the Center'fine of Cowee Avenue, said point being North 00 02' West, 276.0 feet from the Southwest corner of said Lot 64; thence running South 88° 26' East, 194.7 feet to an iron pipe; thence North 01 43' East, 463.4 feet to a point in the center of a drainage ditch; thence Northwesterly along the centerline of said drainage ditch, to the West line of said Lot 61 in the centerline of Cowee Avenue; thence Southerly along the West lines of said Lots 61 and 64, and along the centerline of said Cowee Avenue to the point of beginning. ALSO EXCEPTING THEREFROM THE FOLLOWING DESCRIBED PARCEL OF LAND: Commencing at the Northwest corner of Lot 61, as shown on that certain map entitled, "GRIDLEY COLONY", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on June 7, 1905 in Book 4 of maps at page 37, thence South 01 02' East, 192.9 feet; thence North 880 40' East 1109.4 feet to a point in the center of an irrigation ditch; thence along said center the following two courses; North 01 07' West 156.1 feet; thence North 101 10' East, 42.0 feet to a point on the North line of said Lot 61; thence along said North line South 880 26' West, 1116.0 feet to the Northwest corner of said Lot 61, and the point of beginning. l SITE PLAN REVIEW APPLICATION Date: C> 8— I t— D I AP# C>?—Ll —1 Q— Permit Number (if applicable) — L� APPLICANT INFORMATION Parcel Size: 5 Owners Name: G1L 'P Ll 1J )7 A Owners Address: 130D( O 6O fl 1 GCYS C_ A q 59 I Telephone No.: 6 8 — 10 -7 S' Situs Address: C 2 �-J EG A V' Proposed Use: Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ® Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) rr+ 4 ❑ Approved ® Conditionally Approved ❑ Resolve Problems Prior to Approval IM Site Plan Stamped Approved By U� Date i' Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: IX ' • Flood Panel No.: I I C) 0 Index Date: 8 6 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A " 14 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �Q Z Side 2 S Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Dzvelo&ent Fees: 3 Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico -Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By f Deeds: Date of Creation: 3/31-77- Legal Access Provided: ❑ No Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No IN Yes, Road Name: Go w E a Complies with County Standards for Deed Creation: ❑ No ® Yes Comments: ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: `\d Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Page: ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 � {C e 0 0 i 0 Summary of Specific Requirements: �O1J� This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 • s RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAAD MISCELLANEOUS ONLY Owner: P� i� S Building Permit Number: Plans Examiner: Glenn Gibbons A. P. Number: (9 21(— 1769 -- Q 18 GENERAL: .1! Zoning requirements — (number of permitted living units). a' Plans signed by the designer. Proper description of work on the application. ,.4" Existing violations on the property. .8" Recorded notice of violation. tV Building permit valuation. PLOT PLAN: ,Y.' Complete parcel size and dimensions. ,e Setbacks, side yard, easements, etc. 3' Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ f7' Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). 21 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 8", GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 1. Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). A Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). lei Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 Z5. Water closet clearances (Uniform Plumbing Code 408.5). A Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Yr Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. A4 Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). o< Floor. construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). 0 Porch header size(s). 11. Typical header size(s). 122' Stud heights. X. High expansive soil — special foundation design required. J,*. Retaining walls requiring design. XIf. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior was. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 7. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: / Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). -' Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-13-1 & 2). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). le Attic access and ventilation (Uniform Building Code section 1505). 14. Sound requirements. 32' Energy design compliance and supporting documentation. j.3- CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: I. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 September 17, 2001 Mark Steward Construction P.O. Box 1060 Biggs, CA. 95917 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Tack and Linda Peasley. Assessor Parcel Number: 024-170-018 Building Permit Number: 0 1- 1946 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Provide full transfer of reactions for truss G1. STRUCTURAL COMMENTS: . The 4 x 10 beam. at the rear -covered porch is inadequate. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $9.75. 2. Complete and return the Butte County School Impact fee certification form. 3. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 1 of 2 F 0 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 5. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Glenn Gibbons ICBO Certified Plans Examiner 2 of 2 David Wasney Jr. Building Inspector III. MICHAEL MOOAEY CIVIL ENGINEER RCE 20647 Butte County Development Services Department Building Division 7 County Center Drive Oroville, CA 95965 Re: Truss calculations @IOfflNmWkq/Endeavor July 13, 2001 5 A MADRONE A VE. OROVILLE, CA 95966 (916) 533-2131 I have reviewed the truss calculations for this job. My review includes identifying and locating.loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 10/29/02 07:29 FAX 530 868 1075 CHICO Insulation, FAX NO. L'V . ..- t t IOL^ AM,. MIT iiAF.a GLASS BLOWIIfG INSVILAT10N BATTS AND BLANKETS When msvlled in momwenot with the man- ufaccurer's MOmnlindad S. Knauf Batts end blankets wrll provide the full R-valum STEWARD CONST. I 630-694-2475 Oct. 26 2002 1 C t.:•. _t. _ _ err � �.�_ r d 1Z01 I THCRMAL PERFORMANCE (ATtrC APPLICATI N) The Rated thermal resKunte f t-alue0t; provided by In6rAning In accordance with th manutacturges inututtlon! the required number of ba/ti or 1.000 sm R. of net area. at not less than to" III Iaot3WO •nireum thldtnam Failure install boc h the legniTed number of bags and at leant the minimum thidnest vAU nms )n lower Insultrdon R -value )Mt anfduct eon kmi, to the peRannmca faauffefinemta of ASM C 760. Type I. and Ckhowd t7at6 R timed in deeefntned'rn attntda442 mite C 687fwd C Sit. ay taeittlt-Iltft11iM1 ?e ms , tdrenf u+a 70 LK "111-19 deans redstance to Heat Rae. The hither the Whtua 1M acuter do msutadnr otnwrJ "111-19 to a 5.r Carty. Genf the 1eAUM C665 and re!kmjooctg4arlar 0+121K EQUIPMENT REQUIRED To adlirver labeled R -value dib ptodud must be. applied W" a pneutra is blot. In` madfine and a emptied KW with a minimum 25' irftvrnaf aorru ptlorr, a minimum knots of 1S9 fl. and a diameter Ot or I*= )! Cells in the h"4 shoulei not be teas than 36' in diametu Acespdable material ked tato is 5-35 Ibs./minute. Recommended reed tete is 13-25 tbs./minC+ie. BUILDER'S .INSULATION STATEMENT HULA and jor Mankaft her. been ImtaOed In mtdbrma- witft the above rotom- mendationc ea py.ida a bram al nAllibince *I.. AtdcAne I. �!bo at 1p Inches Sloped falurip IN at tnrhn 1Nala R- ( -_2:, at 3 inches IipaR (over an unheated ON. spam) R• at Inthtd Crawl Space Pefl wow R at MOM Oflbe Inshllets `1 �•3i(� ��/,��� 410.... I..e.latfae Aec Yee. Iwetene.f r. rw.M.w,.O.• rich th..1i"Wo 2 x 4 recommendations to pfovide an R•value or: R• �(�•• usinY g- � lease d thif Ihsultttion m weak �5 C 1L A Square feet - • of area at a ninimum M chess of. l_ �2_ imrhos. !6a-ftr �• Z Coaltlanr a� cmw v iertion Ia4.1.1ttloB. Type 1. fV dW b d ~ on OMhfe1 FRAMING ADIUSTMEN To mmpensare fbrfiamin, n1/A1 I d hays par 1,000 ice. R of ame to be hufdated should be ac shown CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR ICOORVO ATTICS) Contea A'S►iuf F W Ghee %r rhmt itsrorr Wd BIIFAL-0!f S/OZ kntur Haarats. Wthe as., ilea. 9ftIh IlerN 46176 MOM 825-"34 I 9ltntsd In U, e-spj�tr LEalov-E- zc? /6 7 I R•60 2x4 2 x 6 x 3T77 R•50 2 x 4 3 >< 2 xs 22a♦ R." 2 26.0 2 A 8 25.7 I 26.0 R•30 x 4 i 5 2 x 6 .1 1 22 2 x 1.8 I 22.1 R-30 X 4 1 .4 17.5 x 17.1 ! 17. 2 m 8 6. 1 -71.2 W26 X4 15.0 1 15.1 2A6 1 .9 x 8 14.4 I 14.7 R•22 2ZA 11.3 1151 2 x 6 12.0 I 12.2 7TA 17.7 7 Wig 2 X 4 10.4 1 . 2x6 10.1 1 . t9.81 .1 R-13 2 tt 4 2 ate H I 1 2 at 8 6.6 I 6 R-11 _2A4 S.7 I x 6 S- 2x8 S.2 S.S CLOSED -CAVITY APPLICATION (EXTERIOR SIDEWALL OR ICOORVO ATTICS) Contea A'S►iuf F W Ghee %r rhmt itsrorr Wd BIIFAL-0!f S/OZ kntur Haarats. Wthe as., ilea. 9ftIh IlerN 46176 MOM 825-"34 I 9ltntsd In U, e-spj�tr LEalov-E- zc? /6 7 I Q too � J V O r ef0/osteo Z IO POOL AVO BQvQn� �7 /S 7�\ H ovsl , Zo C�aa^ sr-v7rc 1 100 1 \o so PLANNING DIVISION - BUILDING PLAN APPROVAL Use: • .64d -Date: ParkiParking: ng: Landsc eong:,,.._,_tr-_,....,.� Other. Signature: 4 r5e--. ee- p2�vasev poOL CON I/R AC TOrZ 'i V I k lniG Pooc s dl- C-Hrco r c, 3 q S --1079 # 912 3 208' �� pr, � O wnica2 '• -A CX ,-`:Z:INGA I°CA3f-6 60w& C-. Iq"e �y6-SLL3 _yAL STAUG`TC1R89 AND EQUIPMENT MXMDWS ' OVERHANGS SHALL BE .CLEAR OF ALL EAS MEN*8- •A SU BACK OF F�'. FROM THE SIDE AND GL.$ FT. FROM THE REAR PROPERTY LINES AND a� r F'T'. FROM THE ROAD CENTERLINE SHALL BE OF STRUCTURES AND EQUIPMENT EKOEPT \ VILDI DEPA A 2 FL: EAVE OVERMAN®. APPROVEID • \ C IP ' pleOAD Al, .1 I 3 D POWCA QOM i�b"7� t X00/ v FLANK' G DIMSION - BUILDING PIAN APPROVAL Zl a Use: S Date: � Parking: Landscaping: I//t C1 bQ,y�o ®that. � P®Qaild�gyi , �i�' to pob'' Signature: 57T- Gowrg- Aw 6A V71 � APPROVED 1"lhN� �3o-$Yt,rSZti3 n6F640 I SwImMrN�'utte CAunttyy H p�oL En r men Heald j iD to ignature . App �C014 Rt /cg BUTTE COUNTY BUILDING DIVISION PPRROMED- ro 66" 18' ti SERIES SHAPE LENGTH WIDTH Water Gym A 4500 Gil. Approx. �I ------------------ Water Gym B 4300 Gat. Approx. 18' 8'-6'r 5'_6" Water Gym C 4050 G.J. Approx. 18, 8'-6" i 5'-6" Water Gym D 3650 Gal. Approx. Water Gym E 3600 Gal. Approx. 8'-6" 4'-6" WATER GYM F - 12'-5" SUPERIOR - CS 700 Gal. Approx. SUPERIOR SPILLWAY- CSS W 700 Gal. Approx. SUPERIOR SPLASH-CSSP 350GO. Approx. 8'-6" 4'-6" WATER GYM G moca.wrr nemox 18, T-3" Water Gym DXLS 3000 Gat. Approx. MYSTIC - M 550 Gal. Approx. I 1 MYSIC SPILLWAY- MSW 550 G"A Approx. MYSTIC SPLASH- MSP 300 Gal. Approx. PLACID SPILLWAY- BOSSW 475 Gal. Approx. PLACID SPLASH-BOSSP 250 Gal. Approx. ROYAL-RY 550 Gal. Approx. �10� o i ROYAL SPILLWAY- RSW 350 Gel. Approx. 0 , ROYAL SPLASH -RSP 250 G.J. Approx. �76 Ii lam' TAHOE-LOS 450 Gal. Approx. TAHOE SPILLWAY- LOSSW 450 Gal. APProx. I Es,. TAHOE SPLASH- LOSSP 200 Gel. Approx. `k 10' BID v REGAL -RG 450 Gal. Approx. q REGAL SPILLWAY- RGSW 450 Gal. Approx. 10' 'I m REGAL SPLASH- RGSP 200 Gal. Approx. 7 SHASTA -LRS 420 Gal. Approx. M SHASTA SPILLWAY - LRSSW 420 Gal. Approx. - o, I 7 T -6 ­ SHASTA -, SHASTA SPLASH-LRSSP 200 Gal. Approx. General Viki*ngJ]LLPoo1s The swimming pools and spas consist of one-piece fiberglass construction shop -formed over a mold. The material is fiberglass reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) thick, composed of isophtalic resin, vinyl ester resin, fiberglass and ceramic. The surface finisk is a neo pentyl glycol gel coat. Viking Pools produces various styles of swimming pools TABLE 1 'SPAS and spas. When installedin accordance with this evaluation report, the pools and spas comply with applicable requirements of the following codes: MODEL NAME SERIES SHAPE LENGTH WIDTH DEPTH CAPACITY IN >vlstic M n RflI)ND 10' 1. Location: Swimming pool and spa walls shall maintain distances from property lines S5Q CONCRETE DECK WITH BRICK OR STONE 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, \1 MAXIMUM 6"X6"-WYeEX W1A WIREMESHOR 3. Water Supply: The water supply and drainage must comply with Section 421.6 of _ Mystic Spillover MSW ROUND 10' 11 3 4 550 _ _ ' I I-11_ - 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 the BNBC. a \SLOPED,,/4"=1' of FOR CLAY- _ (ADOBE) I' Placid BOS OCTAGOMAL 8'-4" 8' 4 3' 475 cidSPillover ".OSV m OCTAGONAL 8' 4" F.0_7775K"I74/S SAND evaluation report number (PFC-3608). FIBERGLASS The units also bear the label of the quality control agency, Columbia Research & Testing ; Placid Splash BOSSP OCTAGONAL 8'-4" 9'-4" V-6" 1 250 Regal That the Fiberglass One-piece Swimming Pools and Spas comply with the 2000 Interna- ER X0e $ 4" Code@, and the 2000 IAPMO Uniform Plumbing Code, subject to the following conditions: ... „ 1. The construction and pool/spa installation comply with this report and the manufac- WIREMESHOR REBAR NO. 3, ON TOC. , a:3 EACtu'rers FOR CLAY (ADOBE) FOR CLAY 2. Electrical and plumbing installation comply with the respective codes in effect at the Regal Spillover RGSW ,' FREEFORIM 10' 9' 3'-4" 450 wRea plash" G R,. AOR1.� ..,• , . .,w ? , Royal RY + SQUARE 10'8' T-4" 550 oyat Sp�llov(r RYSIN 3 " SQUARI. - 10, 8,10 3 4H , �55Q � Royal Splash RYSP SQUARE 10' 8'-10" V-6" 250 hasta R � t1 "5Y 7" -4ti � Shasta Spillover LRSSW ROUND, 7' 8' 3' 420 Shas a Setas LRSSP 4 773OUN 7 7 G' 6"ra.25" 200 . Superior CS OCTAGONIAL 12'-5" 8'-4" 3' 700 Superkt Spiilver CSS QCTGONtAL - 12'--!, Superior Splash CSSP OCTAGONIAL 12'-5" 9'-4" V-6" 350 LOSLy DOflE 0 Att '" 7 6' 7'-6" 3",',,', 450 ahpe LOSSW DODECAGOINAL 7-6" 8'-6" 3' 450 64A��MMIM_EGTWI: la. ,,, 8'-iiI 6" 00 , • 2000 International Building Code@ (IBC) • 1997 Uniform Building Code (UBC) • BOCA" National Building Code/1999 (BNBC) • 2000 International Plumbing Code@ (IPC) •- 2000 IAPMO Uniform Plumbing Code (IPC)* _ The overall pool dimensions, depths and capacities are shown in Table 1 and Table 2. The units comply with ANSI/NSPI-5, specified in Section AG103.1 of the IRC, and IAMPO IGC - 2000*, specified in the UPC. Models described in Tables 1 and 2 can be placed up to 19-1/2 inches (49.5rnm) above ground. These pools and spas may be placed with or without concrete or wood decking. Un- less elevated portions of the units are protected from sunlight by soil berms, decking, etc., these portions must be coated with a UV -inhibiting opaque paint that is compatible with the laminate. All plumbing must comply with the IPC or UPC. Electrical work must comply with the code in effect at the construction site. The pool and spa must remain full of water at all times. A per- manent sign, bearing the following statement, must be attached to the pumping equipment: Notice -The pool or spa is designed to remain full of water at all times. The pool shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if, it becomes necessary to drain the pool or spa, contact Viking Pools or its dealers for instructions. A permanent label must be installed adjacenttD the above sign indicating the Viking Pool dealer's name, address and telephone number. Installation Procedure: Viking pools and spas may be installed without a soil investigation by aregistered design professional (RDP), subject to the building official's approval, provided none of the following conditions are encountered at the site: 1. The existence of significant groundwater within the depth of the pool or spa excavation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa. 3. The existence of any expansive or adobe -type soils. TABLE 2 ' POOLS 4. The existence of any soil types with an angle of repose that will not support the D;SHALLOW CAPACITY walls of the excavation at desired slopes. MODEL NAME SERIES LENGTIH ; WIDTH DEEP IN 5. Danger to adjacent structures posed by the proposed pool or spa location, ENDD GALLONS6. The existence of any cracks or openings in soil that would not confine sand bedding. ' ,If any of the conditions above is encountered, excavation must cease immediately. The Water Gym "B" WGB 18' > '-6" 6' S-6" 4,300 specified conditions at the site must then be reviewed and recommendations made by the RDR aterL ypT t,, WGC 8' „8 6" 6 UNt pEAj"P , 4, 5 The building official must approve the RDP's report before work is completed. Water Gym "I)" WGD 18' 8'-6" 5'-6" 5' 3,850 The pool or spa excavation profile must coincide with the contours of the pool. The over ater G s excavation is approximately 6 to X12 inches (152 to 305mm) on the sides and ends. The over excavation at the pool bottom is approximately 4 to 8 inches (102 to 203mm). The backfill for Water Gym "DXLS" „ WGDXLS 18' 8'-6" 5' UNI. DEP. 2,800 the pool or spa bottom is a layer of 3 -inch -thick (76mm) bedding sand matching the pool or Water yrn ";iN 84 . 8` 6 h � UNI p P 600 spa profile. This sand layer is compacted using a manual tamper and water. The pool or spa is Water Gym 7" WGF 18' 8'-6" 5' 4'-6" 3,400 then set into place using a crane, excavator or manually and be within 1 inch (25mm) of level. t,~ t,,,. Simultaneous waterfill and sand backfill operations then commence. The sand is compacted' UVater tay� „ F ,; WGG ' 8 6 4 „ "UNt tD ; 1.!;- with, a tamper and water. The installer must ensure that the backfill level and water level are Water Gym "H" WGH 9' 8'-6" 5' UNI. DEP. 1,950 approximately the same throughout this procedure. After completion of the backfill and plumbing, the decking is placed. Decks are prepared FIG. 1 as indicated in Figures 1 though 4: TYPICAL CANTILEVER CONCRETE DECK - 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. 6"X6"-W7.43X W1A 2. Cantilevered decks are constructed with brick or stone as noted Figure 2 in all �\ WIRE MESH OOR - cases. .. .-,,,,_,,.� -.�.R- - 3'MIN. 'REBAR N0.3, 3, ON 2'O.C. - - .. .-. ., :--.'.,...,�...-. - - -. .. .. EACH WAY. - - 3. IRaisedbond beams -are constructed as noted in Figure 3 in all cases. FOLONLY.AADGBE, 4. Aboveground installations are constructed as noted in Figure 4 in all cases. SLOPED I/4 , SOIL ONLY. Barriers are required where pools are on premises of U13C Group R, Division 3, Occupan- cies or IBC Group R Occupancies`he barriers must comply with Appendix Chapter 4, Division. 1 of the UBC or Section 3109 4 of�e IBC YTHICKCOMPACfED SAND (TYPICAL) 4" MIN. THICK COMPACTED GRAVEL FOR CLAY (ADOBE) SOIL ONLY. SAND FIBERGLASS POOL SHELL BRICK ORNATURAL STONE DECK 3. The pools and spas are installed by trained dealers, agents or customers approved by Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. 4. Clearances from slopes are observed as set forth in Section 1806.5.4 or the UBC, 'SANDTJi-1 �� COUNTY 8 3" THICK COMPACTED r Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. [Jil- SAND (TYPICAL) It 4"MIN. THICK COMIPACTED 5. The pools and spas produced by Viking Pools II GRAVEL FOR CLAY w - Y (ADOBE) SOIL ONLY. {,�! i���� � " '!f Northeast, Inc. 176 Viking Drive kidustrial Park, Jane 1t= •rI�V Lew, West Virginia; Viking 'Pools Central, Inc., SAND APPROVED 10600 West Interstate 20 East, Midland, Texas; FIBERGLASS and Viking Pools, Inc., 121 Crawford Road, �1-4 POOL SHELL FIG. 4 Williams, California, are manufactured under TYPICAL ABOVE GROUND INSTALLATION a quality control program with inspections FE $ by Columbia Research and Testing Corpo- ration (AA -527). Ifjj Length, width and depth*may vary up to 3% - all dimensions are to outside edge of coping, measured from oarallel lines. OPTIONAL WOOD DECK F7L JJ o No. 24420 * Exp. �tp� civ11- �Q \\OF CAll FIG. 3 FOR CLAY TYPICAL BOND BEAM So° ONLY. CONSTRUCTION BRICK FILLEDBLOCK, X MIN. OR POURED CONCRETE - 8" FIG. 2 1. Location: Swimming pool and spa walls shall maintain distances from property lines required in Section 421.4 of the BNBC. CONCRETE DECK WITH BRICK OR STONE 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, \1 MAXIMUM 6"X6"-WYeEX W1A WIREMESHOR 3. Water Supply: The water supply and drainage must comply with Section 421.6 of 24" REBAR NO. 3, ON2'O.C. EACH WAY. t he BNBC. SLOPED 1/411=1 9' FOR CLAY (ADOBE) SOLONLY. 4. Barriers: Barriers for private swimming pools must comply with requirements in Section 421.10 of the BNBC. _ _ ' I I-11_ - 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 the BNBC. a \SLOPED,,/4"=1' of FOR CLAY- _ (ADOBE) I' Identification. 3. The pools and spas are installed by trained dealers, agents or customers approved by Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. 4. Clearances from slopes are observed as set forth in Section 1806.5.4 or the UBC, 'SANDTJi-1 �� COUNTY 8 3" THICK COMPACTED r Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. [Jil- SAND (TYPICAL) It 4"MIN. THICK COMIPACTED 5. The pools and spas produced by Viking Pools II GRAVEL FOR CLAY w - Y (ADOBE) SOIL ONLY. {,�! i���� � " '!f Northeast, Inc. 176 Viking Drive kidustrial Park, Jane 1t= •rI�V Lew, West Virginia; Viking 'Pools Central, Inc., SAND APPROVED 10600 West Interstate 20 East, Midland, Texas; FIBERGLASS and Viking Pools, Inc., 121 Crawford Road, �1-4 POOL SHELL FIG. 4 Williams, California, are manufactured under TYPICAL ABOVE GROUND INSTALLATION a quality control program with inspections FE $ by Columbia Research and Testing Corpo- ration (AA -527). Ifjj Length, width and depth*may vary up to 3% - all dimensions are to outside edge of coping, measured from oarallel lines. OPTIONAL WOOD DECK F7L JJ o No. 24420 * Exp. �tp� civ11- �Q \\OF CAll FOR CLAY SOCA® National Building Code/1999 (BNBC): So° ONLY. Viking pools and spas may be used as public swimming pools or private swimming pools, in connection with Group R-3 Occupancies only. In addition to other requirements in this re- port, swimming pools used under the BNBC must satisfy the following items: FIG. 2 1. Location: Swimming pool and spa walls shall maintain distances from property lines required in Section 421.4 of the BNBC. CONCRETE DECK WITH BRICK OR STONE 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning devices, walkways, steps and ladders, must be observed. 6"X6"-WYeEX W1A WIREMESHOR 3. Water Supply: The water supply and drainage must comply with Section 421.6 of TMIN. REBAR NO. 3, ON2'O.C. EACH WAY. t he BNBC. SLOPED 1/411=1 9' FOR CLAY (ADOBE) SOLONLY. 4. Barriers: Barriers for private swimming pools must comply with requirements in Section 421.10 of the BNBC. _ _ ' I I-11_ - 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 the BNBC. a of FOR CLAY- _ (ADOBE) I' Identification. :fl SOILONLY. THICKCOMPACTEDViking pools and spas are identified by the following information imprinted on the top SAND SAND ITYRK:AL} 4" MIN. THICK COMPACTED step of the pool or spa: manufacturer's name (Viking Pools, Inc., Viking Pools Central or Viking GRAVELFORCLAY (ADOBE) SOIL ONLY. Pools Northeast) and address, pool or spa model' designation, a coded serial number and the xl SAND evaluation report number (PFC-3608). FIBERGLASS The units also bear the label of the quality control agency, Columbia Research & Testing `OOLSHELL Corporation (AA -527). Evidence Submitted: Plans, fabrication and installation data, calculations and a quality control manual. Findings: That the Fiberglass One-piece Swimming Pools and Spas comply with the 2000 Interna- tional Building CodeO (IBC),f a 1997 Uniform Building Gode (UBC), tie 1999 Standing Build- BACKIFILLEDDIRT Ing Code©, The BOCAO National Building Code/1999 (BNBC), the 2000 International Plumbing Code@, and the 2000 IAPMO Uniform Plumbing Code, subject to the following conditions: 6"X6"-W,AXWIA 1. The construction and pool/spa installation comply with this report and the manufac- WIREMESHOR REBAR NO. 3, ON TOC. p fp instructions. EACtu'rers FOR CLAY (ADOBE) FOR CLAY 2. Electrical and plumbing installation comply with the respective codes in effect at the SOIL ONLY construction site. _ 3. The pools and spas are installed by trained dealers, agents or customers approved by Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. 4. Clearances from slopes are observed as set forth in Section 1806.5.4 or the UBC, 'SANDTJi-1 �� COUNTY 8 3" THICK COMPACTED r Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. [Jil- SAND (TYPICAL) It 4"MIN. THICK COMIPACTED 5. The pools and spas produced by Viking Pools II GRAVEL FOR CLAY w - Y (ADOBE) SOIL ONLY. {,�! i���� � " '!f Northeast, Inc. 176 Viking Drive kidustrial Park, Jane 1t= •rI�V Lew, West Virginia; Viking 'Pools Central, Inc., SAND APPROVED 10600 West Interstate 20 East, Midland, Texas; FIBERGLASS and Viking Pools, Inc., 121 Crawford Road, �1-4 POOL SHELL FIG. 4 Williams, California, are manufactured under TYPICAL ABOVE GROUND INSTALLATION a quality control program with inspections FE $ by Columbia Research and Testing Corpo- ration (AA -527). Ifjj Length, width and depth*may vary up to 3% - all dimensions are to outside edge of coping, measured from oarallel lines. OPTIONAL WOOD DECK F7L JJ o No. 24420 * Exp. �tp� civ11- �Q \\OF CAll — _� � -------i _ _ i � ...�, ...,. — I� � ___..._� _ — p—,,,,�,�.x. - - — �.,,.,,�—.,r--�,� _.�__.._ �.�L...._ --�,----- -----T r , � — -- ,.� ,_----�� �a .— �, � .... _.. , �'