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HomeMy WebLinkAboutB17-1305 079-300-036r I 1 1Owl1;9 tv yam w _'Z'_. 4' Noel ,tJ - - - •--- - 108.52 ` --- ---- - -- — — — — td 1�iliG kiN 22' l Cz ` 1 a' ! 1 t t r. 1 ` - � -60 -'moi_ 1 (aria o 5itw Wmg • �y 1 0 0 CL OF tWMOO AVC;, Location on property: BSL= rein building set back lines. The contractor shall verify and flag existing west property corners and center line of Vilest View Ave. Should pertinent discrepancy be found the designer shall be notified. The min clearance to any existing building shall be 5'. Erlsting conditions and elevations: The contractor shall verify all elevations, and existing conditions at the job site prior to commencing work and notify designer of any pertinent discrepancies. For any certain features of construction and finish that are not fully shown on these drawings or notes, their construction shall be similar to conditions that are shown. <�Q x A2°x0 a xo F1 i _ __ 4-71 o � x i i t i 1fAFeA.� — _ _ _ _ _ _.._ _ _ J — LiPon fl�7rlal�L WeArKW t ' •� Q, � i 1?r�o . Q � - 1 --- J -- v� O � x fi \ kz 2X6 nLOON WALL GAY ftor 41 01,0w „ 100 � \ s 151 i -Ott 221 011 GL �i i 1 t% I t t e e-- � 10V WALL OI.ti V j ( 2) x 46" t-5 FLCV. L16ff �v - MR10V WALL LIGHT - 1!5W FLOP. 1 H(X0 CELL w�cel A/ATEWWOF 6POUNC FAJLTOI.tV 5 5WITCH ( 51 _ � WAY) - LATERAL BRACING: THIS DESIGN COMPLIES W/ TABLE 602.10.1.3. THE ENTIRE EXTERIOR AND PARAPET WALLS SHALL BE CONTINUOUS PLY WOOD SHEATHING PER NOTES BELLOW: ArDENOTES 318" MIN APA RATED PW OR OSB SHEETING OVER 2X _ STUDS SPACED 16"O/C. FAILING = 8d 1/CS 6" OIC EDGE (EN) AND 12"OIC FIELD. EN TO TOP AND BOTTOM PLATES (SILL). BLOCK ALL IOW EDGES FOR EDGE NAILING. L= BRACE PANEL LENGTH. AA DENOTES ALTERNATE BRACED WALL. L=2'8'MIN. SEE DETAIL. PLATE LIFE HEIGHT. EXCEPTING BALLOON WALL, TYPICAL PL HT = 9'-0-314". HATCHED BALLOON WALL HT= 14-4112". (STUD =16-0) TOP OF WINDOW = 100.25" ABOVE FF. UNO, HEADERS = 4X6 DF2. UNO, ALL EXTERIOR WALLS ARE 2X4 -16"O/C. HATCHED BALLOON WALL = 2X6-16"O/C. PERMIT 1, 0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWEDFORP CODE CMAPLIAI'IC Ely N �r Scope of Work: The project is a new proposed detached garage. The garage will serve an existing single family residence that was built circa 1975. The garage is detached and located 5 feet rain clear of the existing home. The existing parcel is served by NBPUD sewer and SFPW water. There are no encroachments to set baths, min clearances, or easmants as part of this work. The new garage shall comply with 2016 R327 (fire resistant construction). The new structure shall be mood construction with slag on grade and truss roof design. The building complies with R602.10. prescribed braced methods and location:. (Mandatory Code upgrades to existing horse: Where this work requires a permit, Smoke Detectors and Carbon Monoxide Detector in the existing home shall be compliant with the notes and 14314.3.1. And R315.2.2. THE 2016 CALIF RESIDENTIAL CODE, 2016 CA ELECTRICAL CODE, AND CA. ENERGY CODE ARE APPLICABLE TO THIS PROJECT z of � CG ���:✓.��, c.� I - ����5 y . ATTACH ENTS TO THIS PLAN INCLiJDE ENG. TRUSS CALC BY TRUSS MFG. Design: Now Construction Seismic Design Category: SDC -Do Wind design speed =110 mph - 3 second wind gust Exposure B Roof = 20 LL I ODL pef. Floor= 40LL 20DL pst Foundation allowable bearing=1500psf Conventional wood framing. , Buildilm�.Sq Ft , yam w _'Z'_. 4' Noel ,tJ - - - •--- - 108.52 ` --- ---- - -- — — — — td 1�iliG kiN 22' l Cz ` 1 a' ! 1 t t r. 1 ` - � -60 -'moi_ 1 (aria o 5itw Wmg • �y 1 0 0 CL OF tWMOO AVC;, Location on property: BSL= rein building set back lines. The contractor shall verify and flag existing west property corners and center line of Vilest View Ave. Should pertinent discrepancy be found the designer shall be notified. The min clearance to any existing building shall be 5'. Erlsting conditions and elevations: The contractor shall verify all elevations, and existing conditions at the job site prior to commencing work and notify designer of any pertinent discrepancies. For any certain features of construction and finish that are not fully shown on these drawings or notes, their construction shall be similar to conditions that are shown. <�Q x A2°x0 a xo F1 i _ __ 4-71 o � x i i t i 1fAFeA.� — _ _ _ _ _ _.._ _ _ J — LiPon fl�7rlal�L WeArKW t ' •� Q, � i 1?r�o . Q � - 1 --- J -- v� O � x fi \ kz 2X6 nLOON WALL GAY ftor 41 01,0w „ 100 � \ s 151 i -Ott 221 011 GL �i i 1 t% I t t e e-- � 10V WALL OI.ti V j ( 2) x 46" t-5 FLCV. L16ff �v - MR10V WALL LIGHT - 1!5W FLOP. 1 H(X0 CELL w�cel A/ATEWWOF 6POUNC FAJLTOI.tV 5 5WITCH ( 51 _ � WAY) - LATERAL BRACING: THIS DESIGN COMPLIES W/ TABLE 602.10.1.3. THE ENTIRE EXTERIOR AND PARAPET WALLS SHALL BE CONTINUOUS PLY WOOD SHEATHING PER NOTES BELLOW: ArDENOTES 318" MIN APA RATED PW OR OSB SHEETING OVER 2X _ STUDS SPACED 16"O/C. FAILING = 8d 1/CS 6" OIC EDGE (EN) AND 12"OIC FIELD. EN TO TOP AND BOTTOM PLATES (SILL). BLOCK ALL IOW EDGES FOR EDGE NAILING. L= BRACE PANEL LENGTH. AA DENOTES ALTERNATE BRACED WALL. L=2'8'MIN. SEE DETAIL. PLATE LIFE HEIGHT. EXCEPTING BALLOON WALL, TYPICAL PL HT = 9'-0-314". HATCHED BALLOON WALL HT= 14-4112". (STUD =16-0) TOP OF WINDOW = 100.25" ABOVE FF. UNO, HEADERS = 4X6 DF2. UNO, ALL EXTERIOR WALLS ARE 2X4 -16"O/C. HATCHED BALLOON WALL = 2X6-16"O/C. PERMIT 1, 0 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWEDFORP CODE CMAPLIAI'IC Ely N �r Scope of Work: The project is a new proposed detached garage. The garage will serve an existing single family residence that was built circa 1975. The garage is detached and located 5 feet rain clear of the existing home. The existing parcel is served by NBPUD sewer and SFPW water. There are no encroachments to set baths, min clearances, or easmants as part of this work. The new garage shall comply with 2016 R327 (fire resistant construction). The new structure shall be mood construction with slag on grade and truss roof design. The building complies with R602.10. prescribed braced methods and location:. (Mandatory Code upgrades to existing horse: Where this work requires a permit, Smoke Detectors and Carbon Monoxide Detector in the existing home shall be compliant with the notes and 14314.3.1. And R315.2.2. THE 2016 CALIF RESIDENTIAL CODE, 2016 CA ELECTRICAL CODE, AND CA. ENERGY CODE ARE APPLICABLE TO THIS PROJECT z of � CG ���:✓.��, c.� I - ����5 y . ATTACH ENTS TO THIS PLAN INCLiJDE ENG. TRUSS CALC BY TRUSS MFG. Design: Now Construction Seismic Design Category: SDC -Do Wind design speed =110 mph - 3 second wind gust Exposure B Roof = 20 LL I ODL pef. Floor= 40LL 20DL pst Foundation allowable bearing=1500psf Conventional wood framing. Rt' -13051 11'9 3011-i13C; 6128!2111 7 UNO= UNLESS NOTED OTHERWISE. TYP=TYPICAL. MFG= MANUFACTURE. BY BLDR.= PROVIDED BY BUILDER BC= BOTTOM., CHORD. TC= TOP CHORD. O; TO SCALE CLR=MINIMUM CLEARANCE. LBW= LATERAL BRACE WALL. FF= FINISH FLOOR. EG= EXISTING GRADE. GRADE. PL= PLATE LINE CONT= CONTINUOUS.FOOTING. ►.. W- EDGE .i.' x . PLY WOODPER a NOTES. •LY r WOOD. RESSURE TREATED SILL AB= ANCHOR BOLT SB=SOLID BLOCKING.SOLID FRAMING.O' GABLE END. HDR= HEADER.GABLE S= SEWER O. NATURAL POWER SUPPLY WORK.SHEET1: SITE MAP. SCOPE OF FLOOR PLAN. LATERAL BRACING NOTES ELEVATIONS SHEET 2: ROOF P;NOTES FOUNDATIONPLAN SECTIONS SHEET3: DETAILS FRAMING AND FOUNDATION NOTES SHEET4: ELECTRICAL NOTES O. STRUCTURAL NOTES FINISH NOTES a- Z anv V 0 CL dc W o N t ' i G Y O Lu °z O C7 W z 0- U O l,z9co _1m z ILCLd_J0 W0W5' �_SF_W cnUgW W W to a® 40 > C ,i(ar J 0 c O CL 2290)0 Buildilm�.Sq Ft Rt' -13051 11'9 3011-i13C; 6128!2111 7 UNO= UNLESS NOTED OTHERWISE. TYP=TYPICAL. MFG= MANUFACTURE. BY BLDR.= PROVIDED BY BUILDER BC= BOTTOM., CHORD. TC= TOP CHORD. O; TO SCALE CLR=MINIMUM CLEARANCE. LBW= LATERAL BRACE WALL. FF= FINISH FLOOR. EG= EXISTING GRADE. GRADE. PL= PLATE LINE CONT= CONTINUOUS.FOOTING. ►.. W- EDGE .i.' x . PLY WOODPER a NOTES. •LY r WOOD. RESSURE TREATED SILL AB= ANCHOR BOLT SB=SOLID BLOCKING.SOLID FRAMING.O' GABLE END. HDR= HEADER.GABLE S= SEWER O. NATURAL POWER SUPPLY WORK.SHEET1: SITE MAP. SCOPE OF FLOOR PLAN. LATERAL BRACING NOTES ELEVATIONS SHEET 2: ROOF P;NOTES FOUNDATIONPLAN SECTIONS SHEET3: DETAILS FRAMING AND FOUNDATION NOTES SHEET4: ELECTRICAL NOTES O. STRUCTURAL NOTES FINISH NOTES a- Z anv V 0 CL dc W o N t ' i G Y O Lu °z O C7 W z 0- U O l,z9co _1m z ILCLd_J0 W0W5' �_SF_W cnUgW W W to a® 40 > C ,i(ar J 0 c O CL 2290)0 ------------------------------ 0 =a 3 --- f--------------_..----- J F4 19'-0'' 2X6 l3PR6E civ GV J, A35 24"°� A Y" PIN M, ND S .rte 4'-611- (!2) ' 6"—(!2) A�5 24" 2:IZ 1YP 1 GV I 22'_OLI -011 r� f 2:12 tYP —� GV 0 6 ,t--- 4' -6 ( 3) t135 24" 0 2X6 C3A l00N 'NA l t3Y 0i,i? c I E SPECIFICATIONSSEE TRUSS MFG. ♦-- TRUSS DETAILS, LAfOlT, BRACING, AND ENGINEERING. DESIGN CRITERIA = 2016 CBC. 1. ALL TRUSSES CONNECT TO BEARING WALLS CLIPS. PROVIDE SOLID BLOCKING OVER WALL. 2. ALL PARALLEL TRUSSES CONNECT TO LATERAL BRACE WALLS BY DTC o/c AS NOTED. ENDS:TYPICAL ALL GABLE BRACEPROVIDE SIMPSON A35 CLIPS 24n O/C TRUSS TO PLATE. VENTILATION NOTES: GABLEALL VENTS ARE CORROSION RESISTANT, MIN. 1116" MAX. 1/8" NOTED GABLE LOUVERED AS PER CRC 327.6.2. GABLE } EACH. ROOF VENTING: THE NET R... VENTILATION AREA 1. SHALL BE i ATTIC AREA VENTILATION- ATTIC } #- w8 SO FEET. MIN. NFVAVENTING REQUIRED= -. Q 14X1 8 GABLE VENTS = 1.3SF. each PROVIDE .D_ //7 Fq - 0 , 1, v �--------------- .___—_--- -- -� i �. 1�s I I I p I I p � I WIV Jo z � I N, 4" CONC 9,A13 M NOfF,S ( F-3 At 7% f LA �I 2 I � -s I-q'_6..I Circ p a I CONC o -row rotw t4 -rooWx 41" A qkl ti AS 10. 6jk$D-TlW rd t. o 'i'cf r�'F C'o�t• e,. vjpe� yq THE BUILDER SHALL VERIFY THE EAST WALL 3® DOOR LOCATION TH OWNER PRIOR TO FOUNDATION WORK THE MAGI DOOR MAY BE RELOCATED TO BETTER SUIT THE EXISTING GRADE 4R DESIRE OF OWNER. THE RELOCATION SMALL NOT ALTER BRACED PANEL LOCATIONS. THE RELOCATION SHALL INCLUDE EXIT LIGHT, SWITCHES, AND CONCRETE LANDING - PERMIT BUTTCE tU lY ©RjELoPM,;NT �ERViCES �'klE D F 0C DEy .MPLIA DATE w z �(L zo 11 o .o a W Z F— v WLL� H w w 4 (D 0) E CR 2 M o ovch `h ncu�o � 3: '5 lmmo< A YZ' �'APAtn M1L nPIP �nG1� fNpw PW PEP, N01�5 ENi'W 2X6 PA,6Ert IXh STUCCO KEY GE - ;EE 13WING MFC4 TVU55 24" 4-1/2" H 2'-8" MIN. ii---------- i oi----------i i- "I I I I 1 le I I I I I I I I I! I I t l I I 1 1 l i I I I I el 1 t t tee I I I I I r 11 I i 1 9 t 1 t 1 1 I ! t t ! I I t t I t 1----------1 1------------ t I I I I I f I I I I ! t I I I I 1 1 el 1 lel t fe 1 1 I I t t I I 1 1 I I t l I I 10 e1 I t 1 1 to I I I I I f i t I I 1 1 I! I I I I I I I t 1 1 1 1 1 1 l i I I I I t l I I t l t l .rl i I I f l I ! 1 I 1 ! 1 I t ICONTINUOUS FOOTING /0�- 1 L VA (;sTm16 Avi, 111, iL-e® ( r%hs,� (2) 2"X TOP PLATE HEADER (L tA&) 2"X SOLID BLKG. REQ'D @ SHEATHING JOINTS (ORIENT FACE TO SHEATHING) APA RATED SHEATHING 3/8" MIN. APPLIED TO ONE FACE. NAIL WITH 8d COMMON OR GALV. BOX NAILS 06" 0/C ALONG EDGES, AND 12" O/C IN FIELD DOUBLE STUDS AT CORNERS MIN. 1/2" DIA. AB ANCHOR BOLTS WITH 7" MIN. EMBEDMENT HDU2 W/ 6—SDS 1/4" X 2-1/2" SSTB16 AB 2/ 12" EMBEDMENT E�t4p- 2"X SILL PLATE FF. M INPW - , WL fop pLAt 11 W,121 PANEL 1'YIr"' w/ 2X6 16 / WALL/ kOOF FLAWG ICY FLIT Yr APA PAT2 2M PLOCK w/ 5F� I6d NAILING 16" / qv PW pip N0it5 PNPW 6" / TO SLK 1- f:91E�1'AIL PNpW ( 3) I6d NAILS EA, SND F1 ( 3) IOd COMMON N&5 j I X4 CONI WAC C Rha 2X6 DIA60NAL M�MCPS LONLP THAI 72' 6pA�� @48" YC I AtTACH @ MITOINT OF C AC? w/ ( 2) 8d NAIL5 GAPL. SNP IM55 o TFU55 MFG TPU55 24" PSP PLAN , ° I � ENPW N° 2' Yc 6E TO PLf Nrw Mr 5CM I�r--� ACS ff NOTF Pt 5U TV 4" CONIC SLAC 0 _ PPP NOCfS .� LL 6 MIL, VAPOP 6AM • G.ANULAP FILL . pPP NDS Q # 4 HOPE U #3 POM5 -r' 2, � z O 1211 WM fT @ �09-1 \4qAVL.-I f �Ml t1v_1 -D;W57�N) Ll OVPP PPAMING PUIV OVPP CONI pW top & POTTOM: 2X8 CONI 2X4 w/ ( 2) I6d 71i PA 5TT ( 24' yC) 2X416 w/ M4 W f8 ; PW !7 COAL 5TUCCO ISG T U55 24" f w/ FINISH 1W 2X6 WALL PY M1'6 74 2X4 �r l 04W f4ril N� verw (' t 12 N. COMP IIOOF oV�r MTL CAP 12 �T� 2 NPW 12PL TOP PLAT W121 pA�L TT w/ Ov�I? IMF WALL/ POOF FLA51-1'6 I�G�'AIL Y2t' APA MtP ,:1 �---�Npw � pV�l pip NOt�S MW5p CONS MF6 TRU55 2411 0 w/ I 2X6 WA11 COY MFG 3 COAD' STUCCO F-IN15H TYP �NPW 2X4 WALL 16 k' CONI' s I H -I CLIP �A TPU55 fO PLATS if 15 MCOMMENMI-P Mf NOt MOUMP 11 IAt P-13 C IN5tWV) 2 V pEP Nth ENPW Ipt 51LL iYP �tX11 CONI SLAC SCP N SPP NO95 Npw TO 5P - 6 MIL, VAPOP MPPIrr? .�.,.. NPW IXC STUCCO KAY f " MIN PA5� FILL ---- 2X6 FA5CIA TPIM PSP NO1 5 ( 2) #4 H0OZ. I O I t a x /211 FA5CIA GUfTR #� W Pt f-I00K5 4' ° c MFGTU55 24 / 5P Pip NOTES H I 121, w(P� TT �NPW 5 COAT 511UCCO Y21, GYP P12 FIN TYP-) FIN15H TV � 2 Cl �o �c •-e 2X4 WALL 1611V, 1 COW -F V VIAVY I-V— f------ Mt CAS FNI HAl\PI PANEL TYP w/ WALL/ POOP FLA51d'CA OV�p Fk Y211 A A PAtt) PW Phi? NOT 5 MPM ( 2X6 @ 2,12 w/ 2X6 GALLOON ( 2) I6d �A 5M19 F PlAmr, COW 1611 Y !VI(U i ��U55 24I I �r I CONS' �NPW 2X4w/(2) I6d �A 5tP �- -5 COAD' 5TUCCO FIN15H TW /-21 1 AP PrP NOTE o Pt 51LL TT y J" �NPW WEPp I 5CN e-�111 e 4 4'' ON'- 5LA13 PI -T, NOS5 #-5 Wk1f HO0K5 4% 6 MIL VAPOP MWEV 4" MIN 6A51� FILL ' PSP NOT�-5 Q I2" WIM 1)? PAR".Excerpts from Me- - . ♦. - ♦ ...: .! Ceiling1. Blocking between joist 3-8d common, 2Y2X. 113 nails 2. Joist to Plate, (truss) -• ' 3-8dcommon, 16. • to sole plate, .•':3-8d,2Y2x 0.135 or .! 17. Stud to sole plate, end nail 2-16d, 3Y2x 0.135 FilVll i 4� __-- St�TT1= COUNiY pEVEL4PMENT SERVlGES \11 E ' .'" c,-OPECOMPLI v u7 FATE -7__ 1 7 s W 0 z z O Q O LL z coo Z W W w La O rnM � O C ri6 t Q O 2—J p0M zM0)0Q c _ 711 40 be IN -_ • ■ ° . ! f------ Mt CAS FNI HAl\PI PANEL TYP w/ WALL/ POOP FLA51d'CA OV�p Fk Y211 A A PAtt) PW Phi? NOT 5 MPM ( 2X6 @ 2,12 w/ 2X6 GALLOON ( 2) I6d �A 5M19 F PlAmr, COW 1611 Y !VI(U i ��U55 24I I �r I CONS' �NPW 2X4w/(2) I6d �A 5tP �- -5 COAD' 5TUCCO FIN15H TW /-21 1 AP PrP NOTE o Pt 51LL TT y J" �NPW WEPp I 5CN e-�111 e 4 4'' ON'- 5LA13 PI -T, NOS5 #-5 Wk1f HO0K5 4% 6 MIL VAPOP MWEV 4" MIN 6A51� FILL ' PSP NOT�-5 Q I2" WIM 1)? PAR".Excerpts from Me- - . ♦. - ♦ ...: .! Ceiling1. Blocking between joist 3-8d common, 2Y2X. 113 nails 2. Joist to Plate, (truss) -• ' 3-8dcommon, 16. • to sole plate, .•':3-8d,2Y2x 0.135 or .! 17. Stud to sole plate, end nail 2-16d, 3Y2x 0.135 FilVll i 4� __-- St�TT1= COUNiY pEVEL4PMENT SERVlGES \11 E ' .'" c,-OPECOMPLI v u7 FATE -7__ 1 7 s W 0 z z O Q O LL z coo Z W W w La O rnM � O C ri6 t Q O 2—J p0M zM0)0Q y R3V NOTES: ROOFINGC�: 'CV,—K- 1. V, -/-1. MetaWoofing shell be rater! Class A. 2. Roof Malley shell be not less than 26 gauge galvanized sheet installed over one layer of mica. 721b cap sheet 36" wide running full valley length per CRC R 1.5.3. 3. Roof gutters shall be Ydvided with a means of preventing debris accumulation as per CRC Section 5.4. 4. No eave vents are a"lowed. CRC 327.6.3. Venting shall comply w/ CRC R .6. See attic venting notes. EXTERIOR FINISH: Exterior finish shall comply w►/ CRC RS27.7. 337 3� Windows and doors shall comply wl CRC R32-7.8. Windows shall be dual glaze w/ one layer tempered or shall have a rating of not less than 20 minutes. R327.8.2.1. 7?> ;3? Odors shall comply w/ CRC R327.8.3. All new exterior doors shall conform to the performance requirements of Standard SFM 12-7A-1 or shall be of approved non-combustible, or solid core wood having stiles and rails not less than 1-3/8" thick with interior field panel thickness of no less than 1-1/+4" thick, or shall have a fire resistance rating of not less than 20 minutes per CBC section 704A.3.2.3. C.iL (-33 ?) Exception: Fetal sectional garage doors. INTERIOR WHERE THE GARAGE IS NOT • # RESIDENCE,THE FIREWALL SEPARATION # REQUIRED, THE DESIGN CALLS FOR GYP BOARD FINISH. THIS ELEMENT IS NOT REQUIRED ! MAY BE •. tTTED PEPMIT fi_. IF OMITTED: [3UTTE COUNTY DEVELOPMENT SERV9CE 1. TRUSS MUST SF BRACED AS PER MFG SPECF. � t r 3P 2. ELECTRICAL WORK MUST BE CONCEALED WITHIN � � � , PUANG 8' OF FINISH FLOOR.". DATE Cf) W F-- 0 Cj) Z LJJ Z CO I-- 0 ir F - Z Utot= W Z Z ?',a Z ii vi W W Butte County Department of Development Services q PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds PLEASE PRINT CLEARLY Name e a cul Mailing Address 75i 0% Ciry JI State� iP�.� Phone Fax Email Ceyx.. 3c�) License N Class ^ Address State Fax Cell State License No. PERMIT NO: FORM NO DBP -1 BIN NO: F2C�JC7 L:OGATION � '����%/ Property Ad ress c� U City L cation must not yelin the city limits of Chico, Gridley, Oroville or Paradise, '.-Cq http://gismaps. buttecountV. net/flexviewer/bcdatasea rch/i ndex. htmI Wt?f �ANSAM 717F. Policy Number Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance �a Name Mailing Address City State Zip Mobile Home permits (other than installation, foundation, utilities & non-attached Z structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click below to see Manufactured Home Alterations and Permit Guidelines at: this a Manufactured/Mobile Home (circle one) r f� $1_!57, Living Area: Garage: Coen Area: Covered Area: TOTAL SQ: \—'t.~ Structure Built without permits f7 Proposed Change of Occupancy/Use - Note previous/current use below: Zoning: I N),k_ I Flood Zone: SRA: 'YESV° I NO ❑ NPDES YES ❑ NO ❑ Code Ent: YES 0 ❑ Legal Lot: YES ® NO ❑ %! 11f?R,,,E N,} 51GNATtIRE:ANp,DATE„ a,, , „ Occupancy Type Construction Permit T h: Date: Print Na% ,,^n "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Revised 12.19.2016 Page 1 oft L JI.4 : ._ 1 Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538 7266 Telephone (530) 538 7171 Fax National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACREI Reference Number: B17-1305 Location: 38 WAHOO AVE Parcel Number: 079-300-036 Owner Name: LUCZAK MICHAEL E Description: GARAGE (858) W/ ELEC Date: 6/28/2017 By: DAH Sub Type: PRIVATE GARAGE/SHOP Phone: By signing below, I the project owner/owners' 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 buildouts 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 Board. Signed 3-Q, /1 Date 6/28/2017 Title C5) W jn r r-- ��' L -HJ:; _ lld Department of Development Services 7 County Center Drive Oroville, California 95965 DEVELOPMENT SERVICES Tim Snellings, Director Pete Calarco, Assistant Director T: 530.538.7601 Buttecounty.net/dds F: 530.538.7785 NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at httl2:Hmunicipalcodes.lexisnexis.com/codesibutteco/ **When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B17-1305 Date: 6/28/2017 Parcel Number: 079-300-036 Location: 38 WAHOO AVE, OROVILLE Phone: Owner Name: LUCZAK MICHAEL E Description: GARAGE (858) W/ ELEC Date: 6/28/2017 Signature of Applicant: {' - AL-L--111-1 Department of Development Services 7 County Center Drive Oroville, California 95965 DEVELOPMENT SERVICES LUCZAK MICHAEL E RE: 079-300-036 Tim Snellings, Director Pete Calarco, Assistant Director T: 530.538.7601 Buttecounty.net/dds F: 530.538.7785 Permit No: B17-1305 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis.com/codes/butteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at http://www buttecounty net/publicworks/divisions/landdevelopment/impstd html ) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26 12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538 7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. I have read and understand the above requirements: Signature: _... Date: 6/28/2017 Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax 530.538.6226 Inspection Line Permit Number: B17-1305 Date: 6/28/2017 Location: 38 WAHOO AVE By: DAH Parcel Number: 079-300-036 Sub Type: PRIVATE GARAGE/SHOP Owner Name: LUCZAK MICHAEL E Phone: Description: 38 WAHOO AVE To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) ❑ Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to scheduling the pre inspection: Full plan submittal to Butte County Development Services Building Division To request an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspection line; you will need the information at the top of this page. inspection request that come through any other phone numbers will cause a delay in processing your permit. For the pre inspections, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. I have read and understand the above pre inspection requirements. Signature: ==T�' Date: 6/28/2017 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES Building Permit Checklist Name: LUCZAK MICHAEL E Location: 38 WAHOO AVE, OROVILLE Assessor's Parcel Number: 079-300-036 Permit Number: B17-1305 Xcopies site plan 92i2. 3 sets building plans 3 set energy calcs (if applicable) 4. 1 set -truss calcs (if applicable) 5. sets 'ctural calcs (if applicable) LA. lnta Packet tea. sig - permit application b. caner b ilder (if applicable) c. n e to udders fee mmary e. ire handout . NP ES form ata sheet PW Notification for 26-12 i. H ous Material Form (commercial) Accessibility Worksheet (commercial) k. Plan Check Sq Ftg Verification 7. Flood Certificates (if applicable) Completed by: Date: 19 PLANS & DESIGN BY CASH COLBY June 12, 2017 Butte County Plan Check Re: Luczak truss compliance: PO BOX 915 OROVILLE, CA. 95965 530-533-1510 I, Cash Colby, am the Designer of the Luczak Garage plans. Job number 17- 0504. I have reviewed the attached Truss Drawings by Endeavor (Mitek) and they are in compliance with the intent of the structural design. ,;�Cash Colby Q?1'-1.3Qt� Isi t17`�-3llt?-fQ3C. 6,'2W201� !'! 1 BUTTE COUNTY 9UILDING DIVISION APPROVED K C mCO) Zp0>m -i IoW W D_C7M mZ A n z O rn a�=m ;a r M K 3 Damm o =xa mmz;u m � mr Z C mzW m �- °oz �o =C nn 'D rr' T -o< Z —T-1 v m o — x o =,c n co) 0 wm m w m o m G m m o n �o N)OCo oz w � v � �� D (;I °w° ° m o -N I �—I�IC7�2r' mCCv,o�10 �Z CO co C/) UU) >o ss` m � �C/) � M c)zm o znC) m C z� c� -nvnu) - � X o - R �I Co CCD N m -I CD 0 Q nom 2 (o CD CD 4 a �n m Z. C-0 rn n 07-� CD m v r 0o cn " rn m 0 v 0 m z o 7a 3 O Cit CA O O Com, DO 0 Ca O CA p Cw Ca il CA W CA 'V 40 W C71 O _ __LL Re: Luczak_M Luczak—M MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R50755485 thru R50755488 My license renewal date for the state of California is March 31, 2018. QRpFESS/pN � EOp�s Fye W WP C 75435 a m EXP. 03/3112018 \LS'z CI June 6,2017 Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply Luczak_M (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 850755485 LUCZAK M All SLOPING FLAT 6 1 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.38 6-7 >682 240 Job Reference (optional) ID:wbarlgerR?9micknc69QDazgFNG-BfQEvuOa30NILL24T8Ytapm9_brtNmyuNuLWVMz9EfK 7-4-9 14-7-7 22-0-0 7-4-9 7-2-13 7-4-9 5x6 kale = 1:40.1 81 — 5 3x6 = 6x6 = 6x8 = 3x5 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.08 6-7 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.38 6-7 >682 240 BCLL 0.0 * Rep Stress Incr YES WB 0.76 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) Weight: 114 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-8 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 DF Std *Except* BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. 1-8,5-9: 2x6 DF No.2 G, 4-6: 2x4 DF No.2 REACTIONS (Ib/size) 8=1077/0-5-8 (min. 0-1-8),5=1077/0-5-8 (min. 0-1-8) Max Horz 8=305(LC 5) Max Uplift8=-225(LC 4), 5=-256(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-991/251, 1-2=-2317/481, 2-3=-1603/344,3-4=-1623/382, 4-5=-999/283 BOT CHORD 7-8=-308/492, 6-7=-446/2246 WEBS 3-6=-583/228, 1-7=-364/1838, 2-6=-753/199, 4-6=-367/1761 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 225 Ib uplift at joint 8 and 256 Ib uplift at joint 5. LOAD CASE(S) Standard BUTTE COUNTY BUILDING DIVISION ,4PPROVED 9RpFESS/0�\ TEOpos�Fti UJUJ UJ C 75435 rn *�_EXP 01 1/2018 �* June 6,2017 AWARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/02/2015 BEFORE USE. [ ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a �A truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall `, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V I � IT� R* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95i Job Truss Truss Type Qty Ply Luczak_M I/deft L/d TCLL 20.0 Plates Increase 1.25 850755486 LUCZAK_M B10 GABLE i 1 Lumber Increase 1.25 BC 0.24 Vert(TL) n/a n/a Job Reference (optional) 3) 25-0-0 ID:wbarlgerR?9mlcknc69QDaz9FN6-fs_c6EPCgKV9zVdH1r46711RZ_G96Ns2cY441oz9EfJ Scale= 1:44.0 3x6 = 43 42 41 40 39 38 37 36 35 34 3332 31 30 29 28 27 26 25 24 23 22 3x4 = 3x4 = 2x4 I LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) n/a n/a 999 TCDL 20.0 Lumber Increase 1.25 BC 0.24 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) -0.00 22 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING PLATES GRIP MT20 220/195 Weight: 159 Ib FT = 20% TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Std REACTIONS All bearings 25-0-0. (lb) - Max Horz 42=302(LC 5) Max Uplift All uplift 100 Ib or less atjoint(s) 23, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24 except 42=-145(LC 6), 22=-136(LC 5), 41=-409(LC 5) Max Grav All reactions 250 Ib or less atjoint(s) 22, 23, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24 except 42=374(LC 5), 41=264(LC 6) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-261/113 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIlTPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 23, 40, 39, 38, 37, 36, 35, 34, 33, 31, 30, 29, 28, 27, 26, 25, 24 except (jt=1b) 42=145, 22=136, 41=409. LOAD CASE(S) Standard ®WARNING - Verl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. OYROF ESS/0N� T EODC, <<c2 w wP C 75435 0 m EXP. 03/31/2018 EvAMIJa V MtTek' 7777 Greenback Lane June 6,2017 Job Truss Truss Type Qty PlyLuczak_M LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. 850755487 LUCZAK M B11 SLOPING FLAT 10 1 Max Horz 10=301(LC 5) Max Uplift 10=-231(LC 4), 6=-264(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUTTE COUNTY Job Reference (optional) Endeavor Homes, urovale, LLA ua— ., ..... �.. �... �.. �. ..._. ....... ...... .... ErW ID:wbarlgerR?9m1cknc69QDaz9FNG-72Y_KaQrbddObfCTbYbLgYOWhrdsBrCgdZFz9Efl 6-3-14 12-6-0 18-6-2 25-0-0 6-3-14 6-2-2 6-2-2 6-3-14 ��l Scale = 1:42.5 6x6 = 11 10 o 3x5 = 5x5 = 5x8 = 4x5 = 3x4 = LOADING (pst) TCLL 20.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code IBC2012TTP12007 CSI TC 0.52 BC 0.54 WB 0.93 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) -0.10 8-9 >999 360 Vert(TL) -0.44 8-9 >666 240 Horz(TL) 0.06 6 n/a n/a PLATES GRIP MT20 220/195 Weight: 133 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-9 oc purlins, except BOT CHORD 2x4 DF No.2 end verticals. WEBS 2x4 DF Std *Except* BOT CHORD Rigid ceiling directly applied or 9-5-5 oc bracing. 1-10,6-11: 2x6 DF No.2 G REACTIONS (Ib/size) 10=1227/0-5-8 (min. G-1-8),6=1227/0-5-8 (min. 0-1-8) Max Horz 10=301(LC 5) Max Uplift 10=-231(LC 4), 6=-264(LC 5) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUTTE COUNTY TOP CHORD 1-10=-1145/252, 1-2=-2654/489, 2-3=-2457/425, 3-4=-2470/460, 4-5=-1429/295, �+ n' 1308/405, 9 DIVISION U ��1+��� �,� Vl'J��,y BOT CHORD 9-160 8-9=-444/2576, 7-8=-291/1369159/284 WEBS 2-9=-364/138, 3-8=-503/144, 4-7=-1032/276, 1-9=-405/2279, 4-8=-234/1247, �Y /APPROVED 5-7=-331/1742 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 10=231, 6=264. QROFESS/pN LOADCASE(S) Standard h(v4�(�© IEOO�s`�'J� Q F , W C 75435 c M EXP. 03/31/2018 OF CAtW June 6,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MFT`ek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95 =noeavor momes, ­vme, ur+ ooaoo ..-..- ....... __ -.. •....... _.. ..._. ..._.. __.. __ ...__.__ __ .. . ID:wbarl gerR?9m 1 cknc69QDaz9FNG-72Y_KaQrbddObfCTbYbLgErWYOWhrdsBrCgdZFz9Efl 6-3-14 12-6-0 18-8-2 25-0-0 6-3-14 6-2-2 6-2-2 6-3-14 0 Scale = 1:42.5 6x6 = 11 N d r 10 ' S 3x5 = 5x5 = 5x8 = 4x5 = 3x4 = LOADING (psf) Truss Truss Type Qty Ply Luczak_M (loc) I/deft L/d PLATES GRIP TCLL 20.0 850755486 Fob K M B12 SLOPING FLAT 1 1 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 Job Reference (optional) =noeavor momes, ­vme, ur+ ooaoo ..-..- ....... __ -.. •....... _.. ..._. ..._.. __.. __ ...__.__ __ .. . ID:wbarl gerR?9m 1 cknc69QDaz9FNG-72Y_KaQrbddObfCTbYbLgErWYOWhrdsBrCgdZFz9Efl 6-3-14 12-6-0 18-8-2 25-0-0 6-3-14 6-2-2 6-2-2 6-3-14 0 Scale = 1:42.5 6x6 = 11 N d r 10 ' S 3x5 = 5x5 = 5x8 = 4x5 = 3x4 = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.10 8-9 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.44 8-9 >666 240 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix) LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Std *Except* BOT CHORD 1-10,6-11: 2x6 DF No.2 G REACTIONS (Ib/size) 10=1227/0-5-8 (min. 0-1-8), 6=1227/0-5-8 (min. 0-1-8) Max Horz 10=301(LC 5) Max Uplift 10=-231(LC 4), 6=264(LC 5) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1145/252, 1-2=-2654/489, 2-3=-2457/425, 3-4=-2470/460, 4-5=-1429/295, 5-6=-1159/284 BOT CHORD 9-10=-308/405, 8-9=-444/2576, 7-8=-291/1369 WEBS 2-9=-364/138, 3-8=-503/144, 4-7=-1032/276, 1-9=-405/2279, 4-8=-234/1247, 5-7=-331/1742 Weight: 133 Ib FT = 20% Structural wood sheathing directly applied or 3-5-9 oc purlins, except end verticals. Rigid ceiling directly applied or 9-5-5 oc bracing. BUTTE COUNTY A NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 10=231, 6=264. �O4goFESSIn LOAD CASE(S) Standard �c�QO TE�pOsIF�� 4 t� LLI W C 75435 � yfn * EXP 2018 OFCAI ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Kong - Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. June 6,2017