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B17-1351 055-290-055
II I 184.23' N m I I I 2.35 AG I I I. 1 UI NOTE: n \ GROUND ADJACENT TO THE FOUNDATION MU5T SLOPE nnruea.anno=_ AhAY FROM BUILDING AT NOT —\s LE55 THAN 6" WITH IN THE FIRST 10 FT. (5% 5LOPE ) i GARAGE/SHOP sLnve .30' X 45'— ANDY (E) 3 SR. RESIDENCE _iooanPsve PROPOSED ADD oVERMG[EL16 SLOPE N4 AY O kn DRIVEWAY O �� X15TING LEACH FIELD �< I A I r \ I I I I / I 164,23' A.P.#055-290-055 z LOT 51ZE: 1.03 ACRE5 OCCUPANCY: R -30/U TYPE CON5TRUCTION: VB OWNERS:KENTHOMP50N •.. PHONE( 530 ) 514-3343 - Irt ADDRE55: 5046 ARDEN VJAY PARADISE, CA. F— DIRECTIONS: PENTZ RD. TO ARDEN 2 BUILDER: KG THOMPSON CON5TRUCTION JOB DESCRIPTION: ADDITION OF DETACHED GARAGE/ SHOP PROP05ED CONDITIONED 50. FOOTAGE:...............................0 GARAGE (UN -CONDITIONED) 50. FT.......................................1,350 SEGTION5 REAR COVERED PORCH ....................................................... ... .... 0 FRONT COVERED PORCH ................ ............... ........ ............ ...... 0 (N) COVERED CARPORT._..................................._...................460 Z EXISTING CONDITIONED 50. FT..............................................NA ELECTRICAL EXI5TING GARAGE 50. FT.............................................................N/A EXISTING COVERED CARPORT $0. FT................. .._.................... N/A NOTE: PROJECT SHALL COMPLY WITH2O16 GRG EGTION R331 -MATERIALS AND ONSTRUCTION METHODS FOR EXTERIOR �j ILDFIRE ®EXPOSURE 66imir COUWYY FtiVn.—o r;.AFNT k1FRVICEs REVI 1 IFI) E )f? (C1(7F C C���I.Rr1h:IC C BUTTE C'OUN'TY AUG V'3 2017 DE,EVELO-' MENT 7 1JVI-ldvloo 3000 Joj G3AA=M=ti 3JIPd: 1N'fw<101JA3G k NnOD 3lln£' — - ---' -- �. z SITE PLAN ,.�.► fir►" �. �.� .�r° ♦�► •.. FLOOR PLAN - Irt iR F— 2 ELEVATIONS 3 lYu� SEGTION5 4 lS) PLAN DE516NER: JAMES PEPPLER FIN15H DATE: b-28-1 i z SITE PLAN 1 O FLOOR PLAN 2 F— FOUNDATION 2 ELEVATIONS 3 lYu� SEGTION5 4 lS) ROOF < Z H ELECTRICAL 4 z 5 z M.CHK L15T 1 0 to m m �m us ny se zm Oma w O U mai �d w� Cf) w zv CID Tumi. O u; Q) � Q-� < as Q '�� w Ow 0 s z iL CID eta a in a- PLAN DE516NER: JAMES PEPPLER FIN15H DATE: b-28-1 i A.P. 055-290-055 REVISIONS DATE: 6-2b-11 PLN.CHK.8-01-1 "i REV. 2 REV. 3 PAGE INDEX I z SITE PLAN 1 O FLOOR PLAN 2 F— FOUNDATION 2 ELEVATIONS 3 lYu� SEGTION5 4 lS) ROOF < Z H ELECTRICAL 4 z 5 z M.CHK L15T 1 0 to m m �m zm Oma w O U mai �d Oa w zv O Tumi. Q dui < as Q '�� w UA Z z z +sb U CID eta aw in a- A.P. 055-290-055 REVISIONS DATE: 6-2b-11 PLN.CHK.8-01-1 "i REV. 2 REV. 3 PAGE INDEX I SITE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 lYu� SEGTION5 4 lS) ROOF < Z ELECTRICAL 4 z 5 M.CHK L15T 1 to m m ® < O t u O LL Q '�� w UA Z z z +sb U O eta aw D- A.P. 055-290-055 REVISIONS DATE: 6-2b-11 PLN.CHK.8-01-1 "i REV. 2 REV. 3 PAGE INDEX I SITE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 SEGTION5 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.CHK L15T 1 M.CHK L15T 2 D IIII III 1 1 �� II I lAl�� l IIID'' Illi 0 m 7-0" 50R. X 12" THE5TATE ... : ,+N♦ ....:rwr h, :I ;' .. CALIFORNIA THICK VN/ (3)#4 CODE .:..'' 2016 EA. NAY BOTT +i► .' ., a MECHANICAL T ._ • 45' ..Rh:. CODE D I ELECTRICAL .... .:) 2016 :.. ., -.,. I G....:' F .... ... 2016 CAL f THE !' .. GREEN CODE r4� ROOF z e— 9 P«a .^E!e 4 � - Xy,d'"jywe`{r + 'i;.ara�*��` S.:.+y±:" °q4A V,i ®FC.A j 93 4 1 y""r ..t '.i`Y ;w�^ k. �3°"i �::✓msG x'"1xi ly'.ezY:v 'A.?m''. •+mR DETAILS -- ----=----=-----=-I z : r----------------------� UL Om 2/ ISI m ki IF I. < 5 TYP 4 X 6 POST AT GIRDER,TRU55 I I I 12" X 12" CONT. FTG W/ ( 1) # 4 I °: Lu Y LnLL BAR TOP AND BOTT. AND 1/2" man (3o kn toz� O Y� p X 10 " ANCHOR BOLT EA. END I; ? AT INTER. BRACE 1NALL5 / Ju u i Z 0) O to !i a 112" 4" GONG. SLAB ON GRADE ( 2500 P51 ) 0/ VAPOR BARRIER, O/ MIN. 4" GLEAN GRAVEL. REINFORCED N/ #4 @ 24" O.G. EA.NY. N/ 12" X 12" THICKENED SLAB EDGE &ARAGE TYP 0 m --T-- I'I I:rl I I 12" X 12" GOVT. FTG Ydl ( 1) # 4 BAR TOP AND BOTT., TYP ISI I : I SLOPE I I r SLOPE I I 2'-b" 50R. X 12" I 2'-0" 5QR. X 12" I I 2'-0" 5QR. X 12" lyT I THICK N/(3)#4 I ^< THIGKW/(3}#4 . I �EA. NAY BOTT I EA. NAY BOTT I ,_ THICK N/ (3) #4 ,. I I EA. NAY BOTT - __ _ r-_ I j_ ��___ 7- = J I 1 . k h d..x } —„ — — — — — — — — — — — ✓ T.'@*"9*''v:y":ti .:..x.s;,r,°'=d;yr,.:.' ';vr.'. :p`.•nx _rrN tii• — — — T — — — — — — — — — — — — — — — — —= — — — — — — — — — — — — — — — — —T — — 4 X 6 POST/ (3) 2X KING 5TUD5 4 X 6 POST/ (3) 2X KING 5TUD5 F®U N DAT! ®N PLAN 45' 45' T3TZNCeo WALL D 4'-0" MIN. SNEAK PANEL MIN. 3/8" STRUCTURAL 4'X 9' SHEET PANEL ( ONE SIDE) N/ 8p GALV. NAILS AT 6" O.G. ALL EDGES, AND 12" O.G. FIELD. ANCHOR BOLTS WITHIN 12" AT EA. END, ALL EDGES 50LID BLOCKED. NO HOLD DONN REGV FLS®i� PLAN SC: ..................... 1/4" = 1 FT. HEADERS TO BE 6 X 8 OF. # 2 U.N.O. E ♦ CONFORM THE5TATE ... : ,+N♦ ....:rwr h, :I ;' .. CALIFORNIA 2016 CODE .:..'' 2016 .__. 1. R +i► .' ., a MECHANICAL T ._ • PLUMBING ..Rh:. CODE D I ELECTRICAL .... .:) 2016 :.. ., -.,. I G....:' F .... ... 2016 CAL f THE !' .. GREEN CODE vajl� M5 2 MA�, v�( 3 hlpcStAslr- r AUG 0 Pe U'7( Pte- 4 -IT:, �S Mfr E COUNTY GEV?XPVFNT SERVICES REVIEWED FOI'1 : Q'DE (s()MPI.1ANCE RY II I I llI LLIRLL-11 L � r � Tv ;; M M �s- ® in u- O OLn PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: z 51TE PLAN 1 O FLOOR PLAN 2 FOUNDATION 2 V ELEVATIONS 3 SECTIONS 4 z ROOF z e— ELECTRICAL 4 cft z DETAILS \ z M.CHK L15T 1 UL Om PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: z z 51TE PLAN 1 O FLOOR PLAN 2 FOUNDATION 2 V ELEVATIONS 3 SECTIONS 4 z ROOF z e— ELECTRICAL 4 cft z DETAILS \ z M.CHK L15T 1 UL Om M.CHK LIST 2 m ki IF bm < Z m I Lu Y LnLL ]� man (3o kn toz� O }—m p p� tu Ju u i Z 0) O to !i z O 6A W @In ft - z 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 SECTIONS 4 z ROOF z ELECTRICAL 4 < z DETAILS \ M.CHK L15T 1 UL M.CHK LIST 2 m IF bm < IFan Lu Y LnLL ]� O Ju u i Z 0) to !i z O 6A W O Q (L A.P. 055-290-055 REYI,SIONS� DATE: 6-28-11 PLN.CHK.8-01-11 REV. 2 REV. 3 PAGE IND)WX..._ 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.CHK L15T 1 M.CHK LIST 2 Ul _ I I I � � I, �I II TIT -111T �'If II ll,I�rl� I RIGI-IT SIDE LEAVE AND DEBF PREVENTION GUTTE APPLY W COMBU5TIBLE PLY PERIMETER EAV 4'X9'X FIBER 5HE K 8" OR, AFFW GOMBUSTIE LEFT SIDE HIGH EFFICACY EXT. LIGHTING NMF 5UB-PANEL W/ RHEAD 5ERVIGE M EXISTING RE5. RONT ELEVATION n CONFORM • ICALIFORNIAI� +T Oli _ i �' FLOOR PLAN i ,., ♦ D fl 2016 ---CODE i ♦DE (CFC) 2016 ELECTRICAL � w r 4 1- pE WT �'Q tCO )7fECs'IENT �6rt;VIGES v REVIEV, ED POR C;vl � G`E JAME5 PEPPLER FIN15H DATE: z 51TE PLAN 1 fl FLOOR PLAN 2 fl FOUNDATION 2 m � w r 4 1- ROOF 4 z z ELEGTRIGAL 4 z 5 Vm M.GHK L15T 1 � zm tu w L m r QLn °- �xLnd ® E o m _, CID Q (3 Ln Q Jaz z� Q o Q ft- Ow < J 3:fl a JAME5 PEPPLER FIN15H DATE: z z 51TE PLAN 1 fl FLOOR PLAN 2 fl FOUNDATION 2 ELEVATION5 3 w 5EGTIONS 4 1- ROOF 4 z z ELEGTRIGAL 4 z 5 Vm M.GHK L15T 1 � zm tu w L m QLn °- �xLnd Oo w zv Co �co m 3L Ln Q Q ft- < J v ED [Ll J tu Q j -IincL z 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATION5 3 w 5EGTIONS 4 z ROOF 4 z ELEGTRIGAL 4 z 5 o M.GHK L15T 1 � tu � m m Co i1.1 3L Ln O >L J tu Q j Lucs� z sa.i i .ti v o I w T- O o REVISIONS DATE: 6-28-17 PLN.GHK:6-01-17 REV. 2 REV, 3 IF PAGE INDEX] 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATION5 3 5EGTIONS 4 ROOF 4 ELEGTRIGAL 4 DETAIL5 5 M.GHK L15T 1 M.CHK L15T 2 L] (x) ATTIC UNDERFLOOR VENTILATION CALCULATIONS ( ) FLOOR AREA IN SQ, FT. OF VENTILATION NET FREE VENTILATION SQ. FT. AREA REQUIRED AREA IN SQ. FT. 1350 150E9= = 0 TYPE OF WIDTH IN HEIGHT IN AREA IN SQ, AREA IN SQ. HOW AREA IN SQ. VENT INCHES INCHES IN. OR NFVA FEET EACH MANY FT. PROVIDED EYE BRW N/A X N/A. = I' J -: 144 = E.�=,, X 'L = 4.00 AVE ] 22.� x C5_5 = F75 -:- 144 = F.52 x 10 = 5.20 GABLE 14" x 24 = 102 -_- 144 = .71 J x =2 = 1.42 TOTAL VENT AREA PROVIDED -MUST EQUAL OR EXCEED GROSS AREA REQUIRED 10.42 VULCAN VENT OR EQU IV. SHEAR PLY SHEAR PLY ONE DEDICATED 20 AMP CIRCUIT WITH NO OTHER OUTLETS. ROOF PLY PER E.N. PLAN E.N. DRAG TRU55, 0.0. DRAG TRU55, B.O. eX CONT. BLK W SOLE �NAJLINI Eft (SWS. OBL TOP I PLATE PER /53.1 SHEAR PLY PER PLAN GENERAL ELECTRICAL NOTES PER GEC 2016 1. ALL FIRE ALARMS 5HOWING ARE TO INCLUDE CARBON A35 CLIP WHERE OCCyUR- EW 2X CONT. BLK WATTAGE IN KITCHEN LIGHTING TO BE HIGH EFFICACY. CONNECTED. HELL�Wy' SOLE NAILING PER 9.ALL LUMINARIES INSTALLED IN RESIDENTIAL CONSTRUCTION AMP CIRCUITS MUST BE ARC- FAULT CIRCUIT - MUST QUALIFY AS " HIGH EFFICACY " IN ACCORDANCE WITH TABLE INTERRUPTER (AFGI) TYPE. SOLENAILING 3. ALL RECEPTACLES FOR 120\/, SINGLE PHASE, 15 AND 5 D § PER SWS CONTROLLED BY VACANCY SENSORS. 4. PROVIDE TWO OR MORE 20 AMP SMALL APPLIANCE r r E.N. 3 11. ALL PERMANENTLY ATTACHED OUTDOOR LIGHTING TO vBL TOP PROPOSED RE51DENTIAL BUILDING AND TO OTHER BUILDINGS ON TO SERVE ALL WALL AND FLOOR AREAS. SUCH CIRCUITS 3/4" SHALL HAVE NO OTHER OUTLETS. PLATEPER.-. 04/53.1 p I DBL TOP PLAT FE 4/5 j M ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT ONE 20 AMP CIRCUIT WITH NO OTHER OUTLETS. CONTROLL SYSTEM ( FMCS ) SHEAR PLY SHEAR PLY ONE DEDICATED 20 AMP CIRCUIT WITH NO OTHER OUTLETS. 5-1 Vd 7. FIXTURES, LAMPHOLDERS, AND RECEPTACLE OUTLETS PER PLAN PER PLAN m rA SIS GFCI SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP --- HOLDER PER 2010 CEO art. 410.30 (a) OUTLET BOXES SHALL 0.s E WALL FRAMING PER FANS PER 2010 CEG art. 314.27 ( A ) AND ( D ). LT tL ulp� 1PLAN TRU55 GONNEGTION DETAIL DRAG TRU55, B.O. eX CONT. BLK W SOLE �NAJLINI Eft (SWS. OBL TOP I PLATE PER /53.1 SHEAR PLY PER PLAN GENERAL ELECTRICAL NOTES PER GEC 2016 1. ALL FIRE ALARMS 5HOWING ARE TO INCLUDE CARBON 8. PROVIDE A MINIMUM OF 50 PERCENT OF TOTAL RATED MONOXIDE DETECTION, AND SHALL BE INTER- WATTAGE IN KITCHEN LIGHTING TO BE HIGH EFFICACY. CONNECTED. E' 2. ALL RECEPTACLES FOR 120V, SINGLE PHASE, 15 AND 20 9.ALL LUMINARIES INSTALLED IN RESIDENTIAL CONSTRUCTION AMP CIRCUITS MUST BE ARC- FAULT CIRCUIT - MUST QUALIFY AS " HIGH EFFICACY " IN ACCORDANCE WITH TABLE INTERRUPTER (AFGI) TYPE. 150.0-A 2016 GAL. ENERGY CODE. (CEG) 3. ALL RECEPTACLES FOR 120\/, SINGLE PHASE, 15 AND 10. ALL LIGHTING INSTALLED IN THE GARAGE, BATHROOMS AND 20 AMP CIRCUITS MUST BE TAMPER- RES15TANT TYPE. LAUNDRY ROOM SHALL BE HIGH EFFICACY LUMINAIRES AND CONTROLLED BY VACANCY SENSORS. 4. PROVIDE TWO OR MORE 20 AMP SMALL APPLIANCE r r BRANCH CIRCUITS EVENLY PROPORTIONED IN THE 11. ALL PERMANENTLY ATTACHED OUTDOOR LIGHTING TO KITCHEN, PANTRY, BREAKFAST ROOM, OR SIMILAR AREA PROPOSED RE51DENTIAL BUILDING AND TO OTHER BUILDINGS ON TO SERVE ALL WALL AND FLOOR AREAS. SUCH CIRCUITS THE SAME LOT ARE TO BE HIGH EFFICACY, CONTROLLED BY SHALL HAVE NO OTHER OUTLETS. MANUAL ON AND OFF SWITCH, AND CONTROLLED BY A PHOTO GELL AND MOTION SENSOR. OR: PHOTO CONTROLLED, 5. BATHROOMS RECEPTACLES SHALL BE SUPPLIED BY ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT ONE 20 AMP CIRCUIT WITH NO OTHER OUTLETS. CONTROLL SYSTEM ( FMCS ) 6. LAUNDRY ROOM RECEPTACLES SHALL BE SUPPLIED WITH 12. ALL LIGHTING CONTROL DEVICES AND SYSTEMS, BALLAST, AND ONE DEDICATED 20 AMP CIRCUIT WITH NO OTHER OUTLETS. LUMINARIES SHALL MEET APPLICABLE REQUIREMENTS OF 7. FIXTURES, LAMPHOLDERS, AND RECEPTACLE OUTLETS SECTION 110.9. MUST BE SECURELY 5UFPORTED, A FIXTURE THAT WEI6115 m MORE THAN 6 LB5. OR EXCEEDS 16 INCHES IN ANY DIMENSION GFCI SHALL NOT BE SUPPORTED BY THE 5GREW SHELL OF A LAMP --- HOLDER PER 2010 CEO art. 410.30 (a) OUTLET BOXES SHALL 0.s E NOT BE USED AS THE SOLE SUPPORT FOR CEILING ( PADDLE) FANS PER 2010 CEG art. 314.27 ( A ) AND ( D ). LT ----------------------------------------------------- O ........ I ;::�,u.v�,.u;:uu aaa,,,..Ix+s.a9.:a � _� .,!...L,.u;a't�La:. I � =. 5.5 X 22.5 APPROVED EAVE VENTS € W/ N\/FA OF 75 (10 TOTAL) III I I I 4 I I I II, M. it I ,I 110. IF 14 X 24 APPROVED IH ,�GABLE VENTS N FA OF 102 (2 r TOTAL) APPROVED EYEBROW VENTS is W/NVFAOF12(8TOTAL) I i 911 I! ry I it 1 4 I 6 .I 5 , TYPL------------- ------------------------------------- (3) , _ 3 f 11 'w 110 L. -VL- Re� kv;iG2 W1 (3) it�d Co A"cr\► NA-t�-s l ROOD PL?tN 7-11 0,C (E�-%v 3li'2L% O1'- )jViL.-r-Ue &E—A-M G0 E w CLEARLY IDENTIFY EACH Z CIRCUIT INA LEGIBLE a DIRECTORY IN51DE PANEL E' BOX PER CEG ARTIGLE 408.3 < r� —� 0 GFCryyB WP M WP FCI Exterior Lantern 1 �. .� �p v Extxricr Lantern 1 "` ,•�m� .-.m -p- g Exterior Lantem i GROUNDING NIKE PROM ELECT i�/�t� MAIN PANEL SERVICE PER 2016 GEC ARTICLE 250-32.) NOT TO 50ALE TRU55 FL3 W/ JU528- 2 BOTH 51OFS ( REFER TO TRU55 LAYOUT) TRU55 FI -1 W/JU528- 2 HANGER ONE 51DE ( REFER TO TRUSS LAYOUT) �- STORAGE FLOOR BUILT IN TO TRUSS BOTT. CHORD - APPLY NOW / SEE TRU55 CALC'5 COMBUSTIBLE PLY TO' PERIMETER EAVES PROVIDE 1/2" DRYWALL INTERIOR OR PROTECT ELEGTRIGAL UP TO 6' ENGINEERED TRU55E5 8:12 PITCH —30 YR. COMP ROOF I 12' ATTIC STORAGE TRU551FL2 W/ JU525- 2 ONE SIDE ( REFER ATTIC ACCESS W/ TO TRUSS LAYOUT) PULL DOWN LADDER 3/4" T & G PLY FLOOR SHEATHING 1/2" COX OR 056 ROOF SHEATHING 2 X 4 DF. 5TUOS AT 16" O.G. AT EXTERIOR WALL5 4'X9'X1/2"NON- COMBUSTIBLE SHEET 510I1,16 AT EXTERIOR WALLS SLAB FLOOR __Tl� GROUND ADJACENT TO THE FOUNDATION MUST SLOPE AWAY FROM BUILDING AT NOT LE55 THAN 6" WITH IN THE FIRST 10 FT. (5010 SLOPE) ' BUILDING 5EGTION SCALE: 1/4 = 1 FT. P=RMiT`I_ -- - -- 6U'(TE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLANCE BY Z U ,FCI ,FCI t F:1 FCI PCI a 0 ;. m GFCI m GFCI r� —� _O C`7 � v L— — _J Medium Dou cun'Tnt Light [48W21 pj MCAIum pouble Surface Mounted Fluorescent Light [4CW2t➢] GFeI 4 I I I 5EGTION5 r r afyy) m cr vs z USE APPROVED OPENERS THAT ars m / ®GFCI/CONFORM TO U1.325. G.R.0 SEG. ®GFu 309.4 ( HEALTH AND SAFETY CODES) z Duple �/ Duplex —________ _______--- r.—_._—__---_ ____---- d m O EL g� m GFCI Grcl m GFCI z --- WP FCI Exterior Lantern 1 �. .� �p v Extxricr Lantern 1 "` ,•�m� .-.m -p- g Exterior Lantem i GROUNDING NIKE PROM ELECT i�/�t� MAIN PANEL SERVICE PER 2016 GEC ARTICLE 250-32.) NOT TO 50ALE TRU55 FL3 W/ JU528- 2 BOTH 51OFS ( REFER TO TRU55 LAYOUT) TRU55 FI -1 W/JU528- 2 HANGER ONE 51DE ( REFER TO TRUSS LAYOUT) �- STORAGE FLOOR BUILT IN TO TRUSS BOTT. CHORD - APPLY NOW / SEE TRU55 CALC'5 COMBUSTIBLE PLY TO' PERIMETER EAVES PROVIDE 1/2" DRYWALL INTERIOR OR PROTECT ELEGTRIGAL UP TO 6' ENGINEERED TRU55E5 8:12 PITCH —30 YR. COMP ROOF I 12' ATTIC STORAGE TRU551FL2 W/ JU525- 2 ONE SIDE ( REFER ATTIC ACCESS W/ TO TRUSS LAYOUT) PULL DOWN LADDER 3/4" T & G PLY FLOOR SHEATHING 1/2" COX OR 056 ROOF SHEATHING 2 X 4 DF. 5TUOS AT 16" O.G. AT EXTERIOR WALL5 4'X9'X1/2"NON- COMBUSTIBLE SHEET 510I1,16 AT EXTERIOR WALLS SLAB FLOOR __Tl� GROUND ADJACENT TO THE FOUNDATION MUST SLOPE AWAY FROM BUILDING AT NOT LE55 THAN 6" WITH IN THE FIRST 10 FT. (5010 SLOPE) ' BUILDING 5EGTION SCALE: 1/4 = 1 FT. P=RMiT`I_ -- - -- 6U'(TE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLANCE BY PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: Z a m 1 m _ _O C`7 � v ELEVATIONS 3 lu 5EGTION5 , afyy) m cr vs z ars m Azi, z 5 z LU`— O EL g� m N m m 3 z �} 0.s E O til LT tL ulp� = Q PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: z Z IN 1 Ir - 2 _O FOUNDATION 2 v ELEVATIONS 3 lu 5EGTION5 4 afyy) ROOF 14 z ELEGTRIGAL 4 z 5 z M.GHK LIST 1 O L m m m IT LT O m ulp� arsM O O Y O ~ Ln LLl 0( n tu Q J ILIla a - U, W Z z CIO CLi m _711 I l Q.- z IN 1 Ir - 2 ',3 FOUNDATION 2 ELEVATIONS 3 lu 5EGTION5 4 afyy) ROOF 14 z ELEGTRIGAL 4 z 5 M.GHK LIST 1 L m X m IT O m ulp� O LL J U, W Z z wX O m C1w A.P. 055-290-055 i��V1510N5� DATE: 6-26-11 PLN.GHK.S-01-11 REV. 2 REV. 3 P�6_E_I N [3EX 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 5EGTION5 4 ROOF 14 ELEGTRIGAL 4 DETAILS 5 M.GHK LIST 1 M.CHK L15T 2 L� _j -- -, - -- _ 61� ILII SII m Cm � ry � e- v `n rz L IED in Lu tu 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.GHK LIST 1 M.GHK LIST 2 ny � O Oo ®V Zv 4L fl - iu <C WX O � O a Lu Y>_ 7 TYP1��4L F®UN�A�TI®N aT�MI�l�LL15L�� S FE En CU7W COUNTY DEVELOPMENT SERVICES REVIEWED FOR ,C)DE C011VI'LI.ANICE BYE' 1. VERT BAR AT ALL 1. INSIDE SLEEVE DIA. 1.2X FRAMING OR CORNERS AND BENDS. IS PIPE DIA. +1" MIN. P05T A5 REQUIRED 2. (2) VERT BARS AT 2. NO PENETRATION FOR HOEDOWN, SEE END OF WALLS. ALLOWED WITH IN PLAN 4d (2z'"MIN) 3. (1) HORIZONTAL BOTTOM 1l3 OF FTG. 2. PLY. SEE PLAN FOR END & INTERSECTION BAR TOP AND BOTT 3. DEEPEN FOOTING IF REQUIREMENTS. d d PIPE 15 TO RUN 3. 2X WALL FRAMING. + x BELOW BOTTOM OF 4.2X FLOOR FRAMING, FOOTING. REFER TO �i4. NO EXCAVATION MANUFACTURES 180 DEG ^p^ cv b ��� ALLOWED BELOW THIS RECOMMENDATIONS FOR TYP. �` LINE MANUFACTURED FLOOR 1 '-b" 90 DEG q0 DEG 135 DEG 5.4" MIN BELOW BOT. J015T PRODUCTS. MIN. INSIDE MIN. INSIDE OF FOUNDATION: 0/5 L/3 MIN. D %%UBAR SIZE BEND DIA "D" BAR SIZE BEND DIA "D" b. 6" MIN COVER MAX L=GER. SPAN MIN. #3-#b bd #3 - #5 4d _ + BELOW PIPE SLEEVE. #q-#11 Sd #6-#3 bd �+ I CI #14 & #18 10d TYPICAL STIRRUPS &TIES 3D MAX. tt� _A STANDARD BAR HOOKS ANGLE I o AND BENDS FOR CONCRETE: 1L ®+ 1 LAP 30 BAR DIA 1 � 1 OR 24" MIN. U.O.N CORNER 2'-0" MIN. D/4 (j FOR G.M.U.: %%USINGLE CURTAIN PLAN SECTIONS q � MAX. 1 � LAP 48 BAR DIA. U.O.N. 16ga MIN. TIE WIRE ELEVATION SE�iTION 0.4 x D1 MAX. D1 TYPICAL H®OK5 AND BEND5 0 TYPICAL GC.�NGiZETE Yol,�LL 0 TYPICAL PIPE PENETRATION 0 T�''i�. CC>RNER/NC>TGF�ES/HC7LEa _ 0 1. 2X BLOCKING A5 1. ROOF PLY. 1. ROOF PLY. REQ'D FOR PLY EDGE 2.MANUFACTURED 2. MANUFACTURED 2. P.T. ILL PLATE AS NAILING. 2. ANCHOR BOLTS SEE TRUSS. TRU55. REQUIRED FOR 3.2X BLOCKING W/ 3HANCHOR LBOLT W/ 3 � 2,4. 6" STEMWALL 1 3. FLAT OUTLOOKER @ PLAN. (2) 8d TO TRUSS @ 3. DOUBLE 2X 70P EA. END 1 3 8 46510MP50N LTP4 WASHER, SEETSHEAR PLATE WITH 4'-0" MIN 4. 51MPSON H1 EA 2" TRUSS TO TOP PLATE SCHEDULE FOR SIZE SPLICE. (14) 16d TRUSS. AND SPACING. SINKERS REQUIRED 1 @ 24" O.G. EACH SIDE OF SPLICE 5. DOUBLE TOP 5. DOUBLE TOP PLATES 5. SEE FOUNDATION N OR PLATE BREAK: 2 PLATES q b. 2X STUDS @ 16" 8 6. 2X STUDS @ 16" PLAN FOR SLAB REQ'D @ALL EXT. AND O.G. 4 REINFORCING AND 4 4 O.G. T. SHEAR PLY AS UNDERLAYMENT. REQ'D SEE SHEAR 6. EXPANSION STRIP. INT. SHEAR WALL 8 ?. SHEAR PLY A5 2 2 E.N 7. (1) #4 REBAR � LOWER AND UPPER PLATE LINES. REQ'D SEE SHEAR WALL SCHEDULE FOR WITHIN SHEAR CONE SPLICES MUST OCCUR 4. HEADER SEE PLAN. 3 WITH A MINIMUM OF 4'-0" WALL SCHEDULE FOR PLY. NAILING. OF A.B.'S AND 5.2X STUDS @ 16" PLY. NAILING. 1 EPARATION O.G. TYP. MIN 45 DE 8. EDGE NAILING q HOEDOWN, (1) #4 8 5 8. EDGE NAILING REBAR TOP &BOT 6. (2) TRIMMERS MAX 60 p G. 9. 2X KICKER @ 8' , 8. SHEAR PLY. PER 8 O.G. ATTACHED AT EA. REQ'D @OPENINGS PLANS. 8'-0" OR LARGER. END WITH 51MP50N 9. SLAB WHERE 5 7. (2) KING STUDS � 4 A35 CLIP. MAX 2X4 OCCURS. REQ'D @OPENINGS 5 UNBRAGED LENGTH IS 6 6'-0" MAX 2X6 b'-0" OR LARGER. o b 8. (2) SILLS REQ'D @ 8 NBRAGED LENGTH 15 e OPENINGS b'-0" OR 6 1 LARGER. -'' q. 2X SILL PLATE 2 `IIS TYPICAL l�I,�LL FRt�I�iING 5 a�PE,�R CONN. �4T EA�VE b TYPICAL GABLE END PLAN DESIGNER: JAMES PEPPLER FINISH DATE: z O U e - I tfD Z O �m Z 1z luLui- z ul � Q Ik O LL Q } SU Z 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.GHK LIST 1 M.GHK LIST 2 ny � O Oo ®V Zv 4L fl - PLAN DESIGNER: JAMES PEPPLER FINISH DATE: z O U e - I tfD Z O �m Z 1z luLui- z ul � Q Ik O LL Q } SU Z 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.GHK LIST 1 M.GHK LIST 2 Oo u1 Zv REVISIONS DATE: 6-28-17 PLN.6HK.8-01-1 i REV. 2 REV. 3 PAGE INDEX SITE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.GHK LIST 1 M.GHK LIST 2 iu <C WX O � O a Lu Y>_ REVISIONS DATE: 6-28-17 PLN.6HK.8-01-1 i REV. 2 REV. 3 PAGE INDEX SITE PLAN 1 FLOOR PLAN 2 FOUNDATION �'I I II PI h Illi i f 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.GHK LIST 1 M.GHK LIST 2 �'I I II PI h Illi i f C C1�® CALIFORNIA COUNCIL s v t e we MYA011 I v WINY awlY0 LIVE 0_1 Zra N I fmi 1 6"11 V � M f INSPECTOR SIGNOFF CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, at seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow, slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil n are not f r development which in total a d part o ala ger common plan of developdisturbs one acre or re shall m o s a I mana a storm water drainage durin construction. In order to manage storm water drainage 9 9 9 9 9 during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1. Where there is no commercial power supply. 2. Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or developer by more than $400.00 per unit. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. Where 17 or more multifamily dwelling units are constructed on a building site, 3 percent of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging stations (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There Is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. At least one EV space shall be located in common use areas and available for use by all residents. When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California. Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. INSPECTOR INSPECTOR SIGNOFF SIGNOFF TABLE - MAXIMUM FIXTURE WATER USE 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be FLOW RATE 4.304 OUTDOOR WATER 2.0 GMP @ 80 PSI designed to comply with the following: MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI builder and installed at the time of final inspection shall comply with the following: 0.25 GAL/CYCLE 1. The minimum length of each EV space shall be 18 feet (5486 mm). 1.28 GAUFLUSH URINALS 0.125 GAUFLUSH 2. The minimum width of each EV space shall be 9 feet (2743 mm). VCT & ASPHALT TILE ADHESIVES 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in DRYWALL & PANEL ADHESIVES 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8 -foot (2438 mm) COVE BASE ADHESIVES response to changes in plants' needs as weather conditions change. MULTIPURPOSE CONSTRUCTION ADHESIVE wide minimum aisle. A 5 -foot (1524 mm) wide minimum aisle shall be permitted provided the STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES minimum width of the EV space is 12 feet (3658 mm). OTHER ADHESIVES NOT LISTED 2. Weather -based controllers without integral rain sensors or communication systems that account for local SPECIALTY APPLICATIONS PVC WELDING rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the CPVC WELDING a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units ABS WELDING controller(s). Soil moisture -based controllers are not required to have rain sensor input. PLASTIC CEMENT WELDING horizontal (2.083 percent slope) in any direction. ADHESIVE PRIMER FOR PLASTIC 550 CONTACTADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE Note: More information regarding irrigation controller function and specifications is available from the STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE Irrigation Association. SUBSTRATE SPECIFIC APPLICATIONS 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240 - METAL TO METAL 30 PLASTIC FOAMS volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside POROUS MATERIAL (EXCEPT WOOD) DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE WOOD diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed FIBERGLASS 80 cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction -3 EFFICIENCY LU documents shall identify the raceway termination point. The service panel and/or subpanel shall provide Q W W > capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit dCIDtriol 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE Z O installation of a branch circuit overcurrent protective device. LL[ X 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in Q W a- sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such s a c e the raceway 4.106.4.2.4 aces Multiple EV s required. Construction documents shall indicate P P openings with cement mortar, concrete a masonry or a similar method acceptable to the enforcing nl P 9 termination point and proposed location of future EV spaces and EV chargers. Construction documents agency. shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs ❑ 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 at all required EV spaces at the full rated amperage of the EVSE. Pian design shall be based upon a percent of the non -hazardous construction and demolition waste in accordance with either Section 40 -ampere minimum branch circuit. Raceways and related components that are planned to be installed 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of management ordinance. original construction. Exceptions: 4.106.4.2.5 Indentification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance 1. Excavated soil and land -clearing debris. with the California Electrical Code. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably Notes: close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated 1. The California Department f Transportation p oadopts and publishes the "Californa Manual jobsite are located in areas beyond the haul boundaries of the diversion facility. on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan Vehicle Signs and Pavement Markings can be found in the New Policies & Directives 9 9 E:1 in conformance with Items 1 through 5. The construction waste management plan shall be updated as Number 13-01. Website: www.dot.ca.gov/trafficops/policy/13-01.pdf necessary and shall be available during construction for examination by the enforcing agency. 2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, facilities and for use of EV charging spaces. reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or 3. The Governor's Office of Planning and Research (OPR) published a "Zero -Emission bulk mixed (single stream). Vehicle Community Readiness Guidebook" which provides helpful information for local 3. Identify diversion facilities where the construction and demolition waste material collected will be governments, residents and businesses. taken. Website: http://opr.ca.gov/docs/ZEV_Guidebook.pdf. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. DIVISION 4.2 ENERGY EFFICIENCY 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy 4.406.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the Commission will continue to adopt mandatory standards. enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION Note: The owner or contractor may make the determination if the construction and demolition waste 4.303 INDOOR WATER USE materials will be diverted by a waste management company. 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals and fittings f n (faucets and showerheads shall comply with the following: 9( ) P Y 9 El 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE ILR]. Projects that generate a total combined weight of constructionndemolition a d waste dis osed of in landfills which d o exceed 9P o c ed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in red eq 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance crit r' s of the U.S. EPA WaterSense Section 4.408.1 Specification for Tank -type Toilets. 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that9 enerate a total combined weight of construction and demolition w i g waste disposed of in landfills, which do not exceed 2 Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume lbs./sq.ft. of the building area, shall meet the minimum 65% construction waste reduction requirement of two reduced flushes and one full flush. in Section 4.408.1 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. 4.303.1.3 Showerheads. Notes: 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 1. Sample forms found in "A Guide to the California Green Building Standards Code gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in WaterSense Specification for Showerheads. documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one Department of Resources Recycling and Recovery (CalRecycle). showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only 4.410 BUILDING MAINTENANCE AND OPERATION allow one shower outlet to be in operation at a time. 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the Note: A hand-held shower shall be considered a showerhead. following shall be placed in the building: 4.303.1.4 Faucets. 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall 2. Operation and maintenance instructions for the following: not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall a. Equipment and appliances, including water -saving devices and systems, HVAC systems, not be less than 0.8 gallons per minute at 20 psi. photovoltaic systems, electric vehicle chargers, water -heating systems and other major appliances and equipment. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory b. Roof and yard drainage, Including gutters and downspouts. faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential c. Space conditioning systems, including condensers and air filters. buildings shall not exceed 0.5 gallons per minute at 60 psi. d. Landscape irrigation systems. e. Water reuse systems. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver 3. Information from local utility, water and waste recovery providers on methods to further reduce more than 0.25 gallons per cycle. resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not and what methods an occupant may use to maintain the relative humidity level in that range. to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per 6. Information about water -conserving landscape and irrigation design and controllers which conserve minute at 60 psi. water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 Note: Where complying faucets are unavailable, aerators or other means may be used to achieve feet away from the foundation. reduction. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed 9. Information about state solar energy and incentive programs available. in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 10. A copy of all special inspections verifications required by the enforcing agency or this [California 1701.1 of the California Plumbing Code. Green Building Standards] code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a IS INCLUDED AS A CONVENIENCE FOR THE USER. building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazaradous materials for recycling, including (at a minimum) paper, TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GAL/CYCLE WATER CLOSET 1.28 GAUFLUSH URINALS 0.125 GAUFLUSH corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here forreference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. INSPECTOR SIGNOFF MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g 03/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted -MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and ma contain oxygen, nitrogen and other elements. See CCR Title 17 Section 94508(a). Y Y9 � 9 , 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shalhave a permanent label indication they are certified to meet the emission limts. Woodstoves, es , pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17 commencing with Section 4520` n in r 9 and areas under the jurisdiction of the Ba Area Air 9 9 1 Y QualityManagement District additionally comp ywith the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMIT12 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACTADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS (L METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. 11 UrL IIVICc: Irfls UUUUMEN I ISPHVVIUEUANU IN I ENDED I OBE USEDAS A MEANS IOINUIGATEAKEAJ OF COMPLIANCE WIIH 7HE 2076 CALIFORNIA GREEN BUILDING STANDARDS(CALGREENJ CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITYASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. PUT IE COUNTY DEVB.OPMFNT SERVICES RLVIENnED FOr CODE COMPLIANCE - I FLAN5 CONFORM TO THE 5'1rrk%-TE OF :...TRADE Ali ,f. ♦.. L15TED: CALIFORNIA 2016 B .; '. , CODE 6 ..0 2016 RE51DENTIAL GOVE(CRO) 2016 MECHANICAL CODE • . - r • i ` v 20 R CODE AND THE 2016.. 4 CODE (CI67C) Imo_ - PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: 7- 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 m v 3 6hy SECTIONS 4 if i ROOF 4 r1�gq�� ELEGTRICAL 4 Z DETAILS 5 M.GHK L15T 1 � UJ @J ® %3 Z m Ea tp U N I O v Ln lf) (L lu 6J d ® 0 U-11 U (t_.. ~ � r 11) Q � PLAN DESIGNER: JAMES PEPPLER FIN15H DATE: Z 7- 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 UJ SECTIONS 4 if i ROOF 4 r1�gq�� ELEGTRICAL 4 Z DETAILS 5 M.GHK L15T 1 � UJ M.GHK L15T 2 M m Z m r1r I Ln O m (L d ® ttuZ U ~ � Q Q � -3 Q LU IL Q W W > dCIDtriol 141 0 Z O Z til LL[ X T Z 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 UJ SECTIONS 4 if i ROOF 4 r1�gq�� ELEGTRICAL 4 Z DETAILS 5 M.GHK L15T 1 � UJ M.GHK L15T 2 T I O m ILL LL -3 J C1 UJ W W > 141 0 Z O Z til LL[ X T Q W a- A.P. 055-290-055 REVISIONS DATE: 6-25-11 PLN.CHK.B-01-1i REV. 2 REV. 3 PAGEINDEX 51TE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELEGTRICAL 4 DETAILS 5 M.GHK L15T 1 M.GHK L15T 2 I I I I I I i I i ; I' _- � � I i I 6 G i 'I I L I 1 I - If l � F➢f hIP1�TT 6'�'TP' ' II ILS, II - � r 41 t INSPECTOR SIGNOFF TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2.3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS 0.11 ALUMINUM ROOF COATINGS 400' BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETEIMASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOORCOATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS, 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS a- CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. INSPECTOR SIGNOFF TABLE 4.504.5 FORMALDEHYDE LIMITS, Reuse MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333, FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5116" (8 MM). DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) El4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor Advantagerm Gold. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," n 9 9 Version 1.1, February 2010 (also known as Specification 01350), certified as a CHIPS Low -Emitting Material in the Collaborative for High Performance Schools (CHIPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Taxies Control Measure for Composite Wood (17 CCR 93120 at seq.), F7 by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, at seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. ❑4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are edacceptable. INSPECTOR SIGNOFF CHAPTER INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC) When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to construction documentsplans, specifications, builder or installer ler certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific c documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. INSPECTOR SIGNOFF BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: <i `? - 2� d 5_S Bui[dino Permit # Owner Name: N Owner Mailing Address: i7 Z? �/ &d Owner Phone: (j ) 5(q ? > (f Jobsite Address: 4IC4ff� c Project Sq. Ft.: ��U C> Project Type: construction I I Demolition Jobsite Contact: e i^ - (i ?A 4t.+, __ Company: Jobsite Phone:6;_{ r_{1 Brief description of project: A /-q :Sg h By signing below, I acknowledge that I am responsible for complying with the requirements of Ordinance 2006.3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance may result in delays in issuance of building/demolition permit(s), hold on final inspections) and/or penalties. Applicant: �/� ., C� % l (Owner 1 Contractor) Signature: /4 �- Date: /� 1 7 t0rclel �l- 121 Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Phone: (530)538-7601 Fax: (530)538-2140 MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (Concrete, asphalt) m FLOOR PLAN lk '� Lumber FOUNDATION 2 loo b� J S Plant/Tree Debris 3 U-! SECTIONS DryWall t- ai 1ob t f C Metal ELECTRICAL 4 O Cardboard � 5 O iu �- -, Other. lSl 1L j E_ m 1Z, W Other: i dU_ 071 Recovery Plan approved: Date: (Building Division) Please refer to the Butte Count online Recycling Directoryfor local recycling service providers at:www. ec c 1e3utte.net. BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY FINAL REPORT Final inspection will not be scheduled until completed report submitted APN: 6)�� Building Permit # at,.. x iIF z ;,Butte C'!otiiity Submit completed form in person or by mail to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 - Owner Name: Owner Phone: ( ) Jobsite Address: Project Type: D Construction D Demolition Jobsite Contact: Company: Jobsite Phone: ( } MATERIAL Reuse Tonnage Recycle Tonnage Disposal Tonna Tonnage ACTUAL FACILITIES/SERVICE PROVIDERS USED Inert Material (concrete, asphalt) m FLOOR PLAN 2 '� Lumber FOUNDATION 2 Plant(Tree Debris 3 U-! SECTIONS Dry Wall t- ai ROOF Z Metal ELECTRICAL 4 O Cardboard � 5 O iu �- -, Other: lSl 1L Z 00 E_ m 1Z, W Other: tt- 4 dU_ 071 Total tons of material disposed of (not recycled or reused) Total tons of material not disposed (either recycled of reused) Percent recycled/reused % Please sign indicating that the above information is true and correct to the best of your knowledge: Applicant: (Owner or Contractor): Date: _ Circle which Final Report returned with comments: (Initial) Date: Final Report approved: (Building Inspector) DISCLAIMER:THIS DOCUMENTIS PROVIDEDAND INTENDED TO BE USEDASA MEANS TO INDICATEAREAS OF COMPLIANCE WITH THE2016 CALIFORNIA GREENBUILDING STANDARDS(CALGREEN) CODE. DUE TO THE VARIABLES BETWEENBU/LDING DEPARTMENT JURISDICTIONS, THIS CHECKLISTIS TO BE USED ONANINDIV/DUAL PROJECTBASISAND MAYBEMODIFIED BY THE END USER TO MEET THOSEINDIVIDUAL NEEDS. THEEND USERASSUMES PLAtN5 CONFORM TO THE 5TAtTE OF CALIFORNIA TRADE CODE5At5 L15TED: 2016 BUILDING CODE (CBG) 2016 RE51DENTIAL GORE( CRC) 2016 MECHANICAL CODE ( GMC) 2016 PLUMBING CODE (GPC) 2016 ELECTRICAL CODE (GEG) 2016 ENERGY CODE (GEG) AND THE 2016 CAL GREEN CODE ( CCG ) Attach copies of weight receipts, gate tags, or other verifying information for all materials that were reused, recycled or disposed. Date: PERMrr4_-_�-.._-_- _ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE....._--- % BY 6r-�! H GF L15T PG. PLAN DESIGNER: JAMES PEPPLER FINISH DATE: Z m SITE PLAN 1 O m FLOOR PLAN 2 '� cv r FOUNDATION 2 ELEVATIONS 3 U-! SECTIONS 4 t- ai ROOF Z Z ELECTRICAL 4 O vm � 5 O iu �- -, Q lSl 1L Z 00 E_ m 1Z, W EO tt- 4 dU_ 071 VIIIA LU o Otn o O tLl ZU M l] -I �L PLAN DESIGNER: JAMES PEPPLER FINISH DATE: Z Z SITE PLAN 1 O FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 U-! SECTIONS 4 t- ai ROOF Z Z ELECTRICAL 4 O Z DETAILS 5 Um Q lSl 1L Z 00 W 1Z, W m tt- 4 dU_ VIIIA Otn o Lu ZU M l] -I �L Q Q U-1 m 5L tL d m >L =t ED O a- LED J uo) Z SITE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 U-! SECTIONS 4 ROOF Z ELECTRICAL 4 Z DETAILS 5 Q Q lSl 1L W g m tt- 4 m , o O 1" M l] -I �L Q O >L J Q} tut W > X O to Lu T � Q W A.P. 055-290-055 REVISION5 DATE: 6-28-11 PLN.CHK.8-01-11 REV. 2 REV. 3 All PAGE INDEX SITE PLAN 1 FLOOR PLAN 2 FOUNDATION 2 ELEVATIONS 3 SECTIONS 4 ROOF 4 ELECTRICAL 4 DETAILS 5 M.CHK L15T 1 M.CHK L15T 2 - I r Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Orovllle, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecountV.net/dds PLEASE PRINT CLEARLY PROPERTY OWNER INFORM ATIOWd, ,.y„ Last Name Firslplame r�'Cfi v� Mailing Address Mailiaq,Address r�n.�Gzv City Cityc{✓ r—' r State Zip Zip_ YJ Ph )q .33y Fax e�7 2zsa Peep 10h41 Gell ( 33/3 No. Name -AR ll a,M. m5,,.. .. .' Mailing Address First Name K� City Name State Zip Phone ZIP Fax Email Phone Cell CA State License No. z._, fi..: . >PPOT . . p r La Mohri First Name K� LENDING AGENCY Name Mail in ddres. //77// I city/116 ZIP State Zi1_1W Phone Fax a77 l 22 2 // l Email AA Cell E .. .r.. APPLICAN.TiiS G ATURE:;; D DAT ;;pF ,,,;�„ai Dater Print,yyaame: �7 [�N /Ni�iOAHSGG. 'When fled, this application and all supporting material becol related to this application is subject to public inspection and v PERMITNO: FORM NO I _ 13S I DBP -1 BIN NO: PROSJE,C(T.LOCAT�`O/�1. „ ..�_.,.in& APN il 256 ProperD,Address OYB 4 2/-ZSA1 0 ft Cityn Location myst not be in the city limits of Chico, Gridley, Oroville or Paradise, t C✓ http://gisma ps. b uttecou nty.net/flexvi ewer/bcd a tasea rch/index. MMI 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 LENDING AGENCY Name Mailing Address City State ZIP .f° ,"�. =aDiT'T1 Ntt<!R; C:.IPEt,I'0@,11V( IRKx"a '%: ._. D Mobile Home permits (other than installation, foundation, utilities & non-attached 'U structures) are issued by the State. Tell staff if This permit is fora Mobile Home. Click Z below to see Manufactured Home Alterations and Permit Guidelines at: htto://www.hcd. caeov/dodeslmhoMCD Phone'. (916) 255-2501 Is thiisssaa `Manufactured/Mobile Home (circle one) Yes / No V� AL SO: r Structure Built without $ /756ki F- Proposed Change of Occupancy/Use - Nate previoua/current use below: Zone: SRA: Pe t Tech: / Date: /� ) / / /bject to the California Public Records Act. All public information e posted on the County's website for electronic access. R ev;Sied 7.20.2015 Page l oft _ _ _1.G_I _._ _. _._:.: _.. _ Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director y' 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES 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 fill 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 bttr3://municipalcodes.lexisncxis.com/codes/btifteco/ **When fled, 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: B17-1351 Date: 7/5/2017 Parcel Number: 055-290-055 Location: 5048 ARDEN WAY, PARADISE Phone: Owner Name: THOMPSON KEN & AVA Description: PRI GAR(1350) /W ELEC Signature of Applicant: Date: 7/5/2017 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 PUBLIC WORKS National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE] Reference Number: B17-1351 Location: 5048 ARDEN WAY Parcel Number: 055-290-055 Owner Name: THOMPSON KEN & AVA Description: PRI GAR(1350) /W ELEC Date: 7/5/2017 By: JMD 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. SigneSlt-, Date 7/5/2017 Title DEVELOPMENT SERVICES Department of Development Services 7 County Center Drive Oroville, California 95965 THOMPSON KEN & AVA RE: 055-290-055 Tim Snellings, Director Pete Calarco, Assistant Director T: 530.538.7601 Buttecounty.net/dds F: 530.538.7785 Permit No: B17-1351 To meet the requirements of Butte County Code Section 26-12 (available on line at httr)://municii)alcodes.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 httn://www buttecounty net/i)ublicworks/divisions/landdevelopmen /impstd html ) with a minimum plan checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 2612 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 underst d the above requirements: Signature: Date: 7/5/2017 I. II .- 1.._.I _.. 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: B17-1351 Date: 7/5/2017 Location: 5048 ARDEN WAY By: JMD Parcel Number: 055-290-055 Sub Type: PRIVATE GARAGE/SHOP Owner Name: THOMPSON KEN & AVA Phone: Description: 5048 ARDEN WAY 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) 11 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. have read and understand the above pre inspection requirements. Signature: Date: 7/5/2017 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director E c b' •'y 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Orovil.e, California 95965 F: 530.538.7785 DEVELOPMENT SERV ICE$ PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-1351 Owner's Name: THOMPSON KEN & AVA Assessor's Parcel Number: 055-290-055 Date of Application: 7/5/2017 Square Footage Verification No Change: NOTES: Verified By: Confirmed TRAKiT Updated by: (Plan Check Signature) Date: Date: At Application: Change To: Living Area 0 arage Area 1350 Uovered Area 0 Open Area 0 No Change: NOTES: Verified By: Confirmed TRAKiT Updated by: (Plan Check Signature) Date: Date: .. Butte County Department of Development Services FORM NO PERMIT CENTER DBP -06 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 wNNw butte county. n e Vdd s PLAN CHANCE, RECHECK, O RETURN Owner's Name: Contact Person Name: Contact email: J<eCk Contact Phone Number: VY -3 Ohm .�OT Date Submitted: Permit Number: B(7 k'WAssessor's Parcel Number: /SY— 2 ❑ COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS CiD (LIST PAGES BELOW) Please check any that apply: Response to Plan Check Letter? BUTTE ❑ Response to Building Inspection Correction Notice? COUNTY ❑ Is there additional square footage? AUG 0 3 2017 ❑ Is unfinished area being in -filled or completed? DEVELOPMENT ❑ Other: SERVICES LIST OF ITEMS SUBMITTED z. rrG ffVA11itj plc,tj x 2 3. trU SC (.e tf 1 XZ 4. —0 --ler �Q0ASe le/ j Itcfv��d X I Minimum I hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ® Additional Fee Amount Due: Revised 7.20.2015 Page 1 of l SEQUOIA E N G I N E E R I N G Butte County Building Department 7 County Center Drive Oroville, CA 95965 September 18, 2017 RE: Arden Garage, 5048 Arden Way, Paradise, CA To Whom it May Concern: The following correction by be made to the plans by Butte County Building Department Staff. Detail '/4 shall be modified to specify (5) 16d Common nails at top plate splices and A35 clips shall be installed at 48" o.c. • Specify on plan that the 1/2" diameter anchor bolts shall be spaced at a maximum of 6'- 0" on center and within 12" of the end of each sill member. • (3) 1-3/4" x 14" LVL header shall be specified for the garage door headers and shall have (3) 10d common nails at 12" o.c. on each side of built-up beam. Please do not hesitate to contact me if you have any questions. Sincerely, / �OF*ESSI M3LTTTE COUNTY EXFSEP 8 4 201+ 2017 DEVELOPMENT SERVICES Chad Ratzlaff, P.E., M.ASCE 'e�' n las ( 467 East 2nd Ave, Chico, CA 95926 (530) 591-7258 chad@sequoiacivil.com July 25, 2017 Ken Thompson 5048 Arden Way Paradise, CA 95969 Department of Development Services 7 County Center DriveI T: 530.538.7601 Croville, California 95965 F: 530.538.7785 Tim Snellings, Director Pete Calarco, Assistant Director buttecounty.net/dds Assessor Parcel Number: 055-290-055 Building Permit Number: B17-1351 Plan Check #1 Description: Private Garage with electrical Occupancy Classification: U Construction Type: V -B Stories: 2 Fire Sprinklers: No Building Total Area: U @ 1350 sf BUTTE COUNTY AUG 0 V9 2017 DEVELOPMENT SF `i1ICEQ, Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. ARCHITECTURAL COMMENTS: Clarify what the occupancy of the second floor is. Per CBC Table 504.4 and the Butte County Building Matrix, a \ garage is limited to a one story, or if it is two story then the second floor shall be of other occupancy than a "U". If the second floor is used as storage "U" occupancy, then it cannot have stairs leading to it, scuttle access allowed only. �TRi25 "JIL 6-&rv; .qr ' SNc •vfec,tv' p .i14(o--" "/ fT V .3m't -16C s, Amend the plans to indicate that enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with Much gypsum board. C.R.C. Section R302.7. avc, g7> frs Amend the plans to show the following for the Guards. C.R.C. Section R312.1. �G S7k}trS A. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the:open side. C.R.C. Section R312.1.1 B. Guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 42 inches in height as measured vertically above the adjacent walking surfaces or line connecting the leading edges of the treads. Guards whose top rail also serves as a handrail shall have a height not less than 34 inches nor more than 38 inches, measured vertically above the leading edge of the tread, adjacent walking surface. C.R.C. Section R312.1.2. C. Required guards shall have not have openings from the walking surface to the required guard height which allow passage of a sphere 4 inches in diameter. C.R.C. Section R312.13. D. Open guards on the sides of stair treads shall not allow a sphere 4.375 inches to pass thru. C.R.C. Section R312.1.3. E. The triangular openings formed by the riser, tread and bottom rail at the open side of a stairway shall be of a maximum size such that a sphere 6 inches in diameter cannot pass thru. C.R.C. Section R312.1.3. -- i ELECTRICAL COMMENTS The ceiling outlets in the garage shall be GFCL C.E.C. Article 210.8(A). CALGREEN COMMENTS B y C"7 -Z,-7- Complete "Tz.-T- Complete the Construction Waste Management form page one that is attached to the plans. "Pre -Construction side" CalGreen Section 4.408. f -i t�.t_ Er() I M Please provide a plan that is implemented to manage storm water drainage during construction. CalGreen Section 4.106.2. (Show on the Site plan the proposed design.) SacF'� tq/ / o r5 / Fmci A'c Add a note to the cover sheet that the project shall comply with 2016 CRC Section R337, Materials and Construction Methods for Exterior Wildfire Exposure STRUCTURAL COMMENTS: ,/please /Provide truss details of the FLI and FL2 trusses. These trusses are shown on the truss layout but were not provided. III/// Please show the FLI, FL2, and FL3 trusses on the section detail to clarify where they occur and how they are installed. tArLS /NCL. / � ghO e, CCNCZTic:N/ toc:rn, Specify connection of the interior braced wall panels to the trusses in accordance with CRC Figure R602.10.8(2). �fAt� oN 4 3. Specify connection of the interior braced wal e s to the concrete slab foundation per CRC Sections R403.1.6, R403.1.3.4 and R602.11.1. Specify foundation and anchorage requirements of the interior braced wall panels to the foundation. (i.e. footing width, depth, reinforcing steel, sill plates, anchor bolts, etc.) /fit e,' -l- n P i o • . nci a-rrc ly }x,4w 1s4-:�`Please specify the number, size, and type of stair stringers and specify attachments of the stairs to the 2nd floor framing and the foundation. IU/,4 0,5 The garage door headers are inadequate to support the attic trusses. Please revise. Please also specify posts or studs and footings to support the garage door header reactions. If 1.75" LVLs are used please specify nailing required to join each ply. q'�vnOaT,Uni : D pZo,r -l/z,%LL_��' //07Z�3r The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://www.buttecounty.net/dds and clicking Building Permits Status. Efrain Ruvalcaba Philo Hunt, P.E. Plans Examiner Plan Check Engineer 530.538.2875 530.538.2130 eruvalcaba(a),buttecounty.net phunt(a�buttecounty.net Structural Calculations Client: Ken Thompson Job#: 17-031 Project: Arden Garage Address: 5048 Arden Way, Paradise, CA 95969 Calculation Index Page # • Beam Analysis 1 • Column Analysis 2 • Foundation Analysis 3 • LVL Nailing 4 02,2017 PCZ 60422151 BUTTE COUNTY AUG 0 3 2017 DEVELOPMENT SERVICES PER`417 * __- CCUil':Y -�'A!i-LORMEPIT(S�E, fiPVIVIGES e .� This calculation package is only valid for the project location as listed above and may not be used for another site without the authorization of Sequoia Engineering. Sequoia Engineering claims no responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by the governing building department. Fi 1 1 LC � C 467 East 2nd Ave, Chico, CA 95926 (530) 591- chad@sequoiacivil.com ��y /�{/� /�L� y' [` S ^ ^ D Elmira Baptist Church p9 1 WoodWorks V OI ks G ,`-t'1 17-030 BeamI 3.wf E N G I N E E R I N G Aug.l.2on 87:S9 Design Check Calculation Sheet Wood Warks Sizer 10.4 I Laads: Load Type Distribution Pat- Location [ft] Magnitude Unit 1493 1493 Roof Live tern Star_ End Start Entl 5652 f DL Dead Full UDL 3.58 Min r 'd 301.0 plf Roof LL woof live Full UDL Live Defl'n 0.25 300.0 plf Attic LL Live Full UDL 0.47 Total Def 1'n 180.0 elf Self -wei ht Dead Fu11 UDL IT 's Fire listed in the Analysis output 0.74 21..2 Plf Maximum Reactions (lbs) and Bearing Lengths (in) : 16'-7" .6" Unfactored: s s T:5 Value Dead 2667 266] Live 1493 1493 Roof Live 2488 2458 Factored: Total 5652 Sfi 52 Searing: Length 3.50 3.58 Min r 'd Fb' = 1.61" rvn nn I Ism UFFFIF IF 19 ieuyw yuvemeu uY uw w4unou nmui m ale..".. Iny IIIc u-. Garage Door -Heade LVL n -ply, 1.8E, 2200F41 -314"x14", 3 -ply (8.1/4"x14") Supports: All - Lumber -sot ae"� an . r-- T� Total length: 16-7.0; volume = 8.5 cu.ft.; Lateral support: lop= at supports, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); (Analysis vs. Allowable Stress and Deflection using Nos 2012: Criterion s s T:5 Value Oeaiac Value Unit Anal sir/Desi a Shear fv - 95 F'v' = 28S psi f'111 = U.33 Bending(+) fb = 1553 Fb' = 2225 11 fb/Fb' = 0.70 Live Defl'n 0.25 L/762 0.54 = L/360 Deflection: LC #3 = D+.751L+Lr) (live) 0.47 Total Def 1'n 0.59 = L/325 O.S1 = L/240 in IT 's Fire listed in the Analysis output 0.74 Additional Data: FACTORS: F/E(pd!)CD CM Or CL CV Cfu Cr C£rt CS Cn LCO Pv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 3 Fb'+ 2200 1.00 - 1.00 0.973 0.98 - 1.04 1.00 - - 3 Fcp750 - - 1.00 - - - - 1.00 - - - E' 1.8 million - 1.00 - - - - 1.00 - - 3 Eminy' 0.93 million - 1.00 - - - - 1.00 - - 3 CRITICAL LOAD COMBINATIONS: Shear LC #3 - 0+.]51L+Lr), V = 5503, V design - 4662 lbs Bending(+): LC E3 = D+.]SIL+Lr), M 22197 lbri Deflection: LC #3 = D+.751L+Lr) (live) LC #3 - D+.75(L+Lr) (total) D=dL-live 5 -snow W=wind I=impact Lr --roof live Lc=Concentrated E=earthquake IT 's Fire listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 720e06 lb-int/ply "Live- deflection Deflection from all non -dead loads (live, wind, snow Total Deflection Sit Read Load Deflection) + Live Load Deflection. Lateral stability (+): Lu = 16'-1.63" Le - 29'-9.56" RB = 13.48 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. System factor KH may not apply to field-essembled multi -ply beams. 4. SCL-BEAMS (Struclu2l Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 5. Size factors vary from one manufacturer to another for SCL materials. They can be changed In the database editor. S. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 7. FIRE RATING: Joists, wall studs. and multiply members are not wed for fire endurance. WoodWorks® mu.++w,mna mnce Loads: SEP U01A F N G I N F E R I N Design Check Calculation Sheet Wood Works Sizer 104 Load Type Distribution Pat- Locatl on (ft7 Magnitude Unit Anal rie/Desi -26 Live tern Start End S[a[t End -14 Loadl Dead Axial -24 (E¢. _ .92") 266] Its Loa d2 Live Axial psi (Ecc. - 0.92") 1493 IS Load3 Roof live Axial Fc' = (Ecc. = 0.92") 2480 Its Self -weight Dead Axial al +e entric m 37 its Lateral Reactions (lbs): Elmire Baptist Church 17-030 Pg. 2 Calumet Aug. 1, 2017 08:01 led of ad: Anal s e Value Ome1 n bead 26 Anal rie/Desi -26 Live 14 4 -14 Roof Live Factored: 24 fv Fv' - -24 it- ' ->L fb - 294 Ft. Load comb psi fb/Fb' tl3 L -IR 59 296 Fc' = Lumber Post, D.Fir-L, No.1, US (3.1/2"x5-1/2") V Support: Non -wood Total length: 8'; volume a 1.1 cu ft.; Pinned base; Load face = width(b); Ke x Lb: 1.0 x 8.0 = 8.0 Jill; Ke x Ld: 1.0 x 8.0 = 8.0 Ift]; vs. Allowable Stress and Deflection using Nos 2012: Criterion Anal s e Value Ome1 n Value Unit Anal rie/Desi n Shear fv 4 Fv' - 180 psi fv Fv' - 0.02 Bending(+) fb - 294 Ft. = 1300 psi fb/Fb' 0.23 Axial fc - 296 Fc' = 607 psi fC/Fc' = 0.49 Combined (ax al +e entric m net) mFc* Shear : LC #3 - D+.75(L+Lr), V - 54, V design Eq.15.4-3 0.52 Axial Bearing fc=c 296 = 1650 psi fc/FC = 0.18 Live Oefl'n 0.02 = <L/999 0.53 = L/180 Axial v LC 93 - D+,75(L+Lr), P = 5689 IDs 0.04 Total Defl'n 0.05 - <L/999 0.53 = L/l B0 in 0.09 Additional Data: FACTORS: F/E(psi)CD CM Ct CL/CP CF cf. Cf Dirt Ci LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 3 Fb'+ 1000 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 100 3 Fc' 1500 1.00 1.00 1.00 0.368 1.100 - - 1.00 1..00 3 E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 3 En!n' 0.62 million 1.00 1.00 - - - - 1.00 1.00 3 Be- 1600 1.00 1.00 1.00 - I.- - 1.00 1.00 3 CRITICAL LOAD COMBINATIONS: Shear : LC #3 - D+.75(L+Lr), V - 54, V design - 54 lbs Bending(+): LC #3 - D+.15(L+Lr), M - 433 lbs -ft Deflection: LC 43 - D+.75(L+Lr) (live) LC #3 = D+.75(L+Lr) (total) Axial v LC 93 - D+,75(L+Lr), P = 5689 IDs Eq.15.4-3 LC #3 - D+.75(L+Lr) Fb'= 1300 FCE= 1673 Pxe/S-fc(6xe/d)= 294 D=dead L -live S=snow W -wind I=impact Lr -roof live Lc=concentrated E -earthquake All LC's are listed in the Analysis output Load comb Enactors: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 82.5e06 lb -int "Live" deflection = Deflection from all n o -dead loads (live, wind, srow...) Total Deflection .= 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. Woad Wades analysis and design are In accordance with the ICC Interna0onal Building Code (IBC 2012), the National Design Specification (NDS 2012), and NOB Design Supplement, 2. Please verify that the default deflection limits are appropriate for your application. 3. "at load eccentricity applied In direction of load face only. It is the designers responsibility to check for effect of eccentricity In the other direction. _ -11 __ _ I_.. I ... I Pg. 3 Foundation Deisgn IBC 2015 Project: Arden Way Gavage Date: 8/12017 Comments: Units: kips & feet (UNO) Soil Bearing: 1500 psf Cone to Strength: 2500 psi Temp andT brick• a Ratio 0.0018 Concrete stem wall (Non -retaining): (fc' = 2500 psi) 6" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Continuous footings: (fc' = 2500 psIj Width Thickness Cap fpin Reinforcine 12 12 1500 (2) 44 cont. 15 12 1875 (2) #4 cont. 18 12 2250 (3) #4 cont. 24 12 3000 (3) #4 cont. 30 12 3750 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcine Reinf.. Redd Cao. Connector Label Size Thickness Bar Size Ea Wav Kips Simnsoa Fl 1'-0" Sq. 12 4 2 1.5 PB F1.5 1'-6" Sq. 12 4 2 3.375 PB F2 2'-0" Sq. 12 4 3 6 PB F2.5 T-6" Sq. 12 4 4 9.375 PB F3 3'-0" Sq. 12 4 4 13.5 CB F3.5 3'-6" Sq. 12 4 5 18.375 CB F4 4'-0" Sq. 12 4 6 24 CB F4.5 4'-6" Sq. 12 4 6 30.375 CB F5 5'-0" Sq. 18 4 10 37.5 CB F5.5 5'-6" Sq. 18 4 11 45.375 CB F6 6'-0" Sq. 18 4 12 54 CB F6.5 6'-6" Sq. 18 4 13 63.375 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. (Note: all loads are in kips) Footing ID DL FLL RIZ SL Wind EQ Total Footing Size FTG1 3.442 2.01 3.264 7.40 F2.5 Gov'n E n EQ 16-13 DL+0.75RLL+0.75RLL Garage Door Header -Outside FTG2 2.667 1.493 2.488 5.65 F2 Gov'n E n EQ 16-13 DL+0.75RLL+0.75RLL Garage Door Header - Inside FTG3 0.00 F1 Gov'n E n EQ 16-16 DL FTG4 0.00 F1 Gov'n E n EQ 16-16 DL FTG5 0.00 Ft Gov'n E n EQ 16-16 DL FTG6 0.00 Fl Gov'n E n EQ 16-16 OL FTG7 0.00 F1 Gov'n E n EQ 16-16 DL FTG8 0.00 F1 Gov'n E n EQ 16-16 DL FTG8 0.00 F1 Gov'n E n EQ 16-16 DL FTG9 0.00 F1 Gov'n E n EQ 16-16 DL FTG70 0.00 F1 Gov'n E n EQ 16-16 DL FTG11 0.00 F1 Gov'n Eqn EQ 16-16 DL MULTIPLE -MEMBER CONNECTIONS FOR SIDE-LOADEBEAMS Uniform Load—Maximum Uniform Load Applied to Eifiler Outside Member (PLF) r., oa:mu,.mumcuuu vomer may ee uou0;an Tor 0' on -center or tripled for 4" on -center nail spacicg. (2) Washers required. Belt holes to be 4is" maximum. (3) 24° on -center bolted or screwed connection values may be doubled for 12" on -center spacing. (4) When loading the head side of a SDVd22 screw, assemblies B, 0, and F can be Increased by 80%. (5) For beams up to 14" deep, rnaximum. (6) Assembly F is net recommended for Tm:berStrapd0 LSI. or Parallam® PSL Whop fasteners are required oo both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. St be applied evenly afire beam width. •a, use connerbons lorside-roaded beams Mul;iplc pieces can be palled or bolted togethor Itto form a header or beam of the required size, pp to a maximum width at 7" Uniform Load Design Example First, check allowable load tables on pages 6-23 to verify that three pieces can carry the total load of 715 pit with prover live load defiection criteria. Maximum load applied to either outside member is 415 pit. For an assembly of three 1$8" plies (Assembly B), two rows of 10d (0.128" x 3") nails at 12' o.c. center is good for only 280 pit. Therefore, use three rows of lod (0.128' x 3') nails at 12" ox (good for 415 pit). Alternative: Two rows of r/s' A307bolts or 31,e" USP W$ screws at 192" on -center. Fastener Installation Requirements Pince Wldaq, Number o9Phes 2 _�'r o�yp t Mn.lengkh`,F pRows: AC.Spacl,ne r�Lnogtlon : 10d nals T' 3111 1 12d 16dtrails 3y —21e1 12" One side r Screws 3Na" a_r3 'h' T 2 i 24" ' 10d nails _ 12u 16d nails _- 3 _ 312) 3'A"pie;- 12 Both sides 1?4"Sys Screws or 3�fe' 2 - 24 - — -- -Bothsdes One side s 4 iod nadsa) 1, d l6tl ll a 2 — 3 3m 3'h� 2121 ) 12 One side (por ply) Screws 5 or 6' 2 B1 _ 24"' }—Both sides ne side 346" 'y2 Screws ,.,_ _ - '7 _: Ia" oats c v 6r 6,'_:. 8° 2 24� Bothsides -J One side l (1) led nails are 0.123" diameter; !2d -16d nails are 0.148'4.162" dlamemr: screws are SDS, USP WS, Trussl.ON-LwPTM or SOW. (2) An additional row of nails Is required with depths of 14" or greater. (3) When com ectmg 4 -ply memhars, nail each ply to the other and offset nail rows by 2' from rows in the ply below. irus Joist" Beam, Header and Column Soedner's Guide TJ -9000 i Octoher2016 28 ll 1_.... .... _.... Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buttecountV.net/dds www.buttegeneralplan.net ADMINISTRATION * BUILDING * PLANNING MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in place during construction. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. K:\BUILDING\2011\Approved forms\Res Green Bldg. rorms\Erosion & Sediment Control Measures.doc 3 3 3 ,M fiz S P< EXHIBIT A_DRAWING..-.-.----- , M RAWING. K:\BUILDING\2011\Approved forms\Res Green Bldg. formsTrosion & Sediment Control Measures.doc 11 1;� ❑vvvvovvvv OOOOOpO00❑ v vvvvvvvvv av❑ vvvvvv sz a m O < N Z 3 S h = O t UI r o rt N , N m 3 O E G ry 0 n p '^ N N ° a N IIII 3 (O 0 3 O 3 � � 3 Q p � � N O p N K:\BUILDING\2011\Approved forms\Res Green Bldg. formsTrosion & Sediment Control Measures.doc 11 1;� The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: 850896750 thru 850896758 My license renewal date for the state of California is December 31, 2018. BUTTE COUiTrY DEVELO['MFNT SERVICES REVIEWED FOR CODT COMPI_IANC DATE_... / ..'._'"J BY__�_4 v C 76426 z e o * y EXP. 12131/2018 ) ,, June 20,2017 Hernandez, Marcos 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. F1l,t � MiTek USA, Inc. 7777 Greenback Lane BUTTE Suite 109 COUNTY Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 0617152 Fax 916/576-1909 Thompson Garage JUL 0 5 2017 DEVELOPMENT SERVICES g1;7 -/.3s/ The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: 850896750 thru 850896758 My license renewal date for the state of California is December 31, 2018. BUTTE COUiTrY DEVELO['MFNT SERVICES REVIEWED FOR CODT COMPI_IANC DATE_... / ..'._'"J BY__�_4 v C 76426 z e o * y EXP. 12131/2018 ) ,, June 20,2017 Hernandez, Marcos 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. F1l,t � O W N \ M2 ` 9-0 00 • 0 4-00-00 M1 ■ A02 A03 A03 A03 A03 A03 o A N y A03 ■ • D o G) m A03 A3 x X m N m m N m A m A03 AM ; 0 m c A03 A03 A03 =A3 A 3 i A 3 A03 A03 A3 A03 iA04 Arden Garage 0617152 SYSTEMS PLUS LUMBER CO. Paradise,CA ARfHITFQ(($�TRI1$$},$ AN11 T'RAMINQ�Q�QjjE[{'j'$ Type AON GIRDER 2 0-0 5-6-0 3-4-4 2.2-5 '1-10-7 2-1.0 2-1-0 6x6 = Thompson Garage 1 1 1 2-2.5 3-4-4 5-6-0 - 2-0-0 R508967501 7 Pagel 1Sz4M3u Scale =1:70 7 V 8x8 5x6 = 5x6 = v 8x8 =- ` 2.8 II 2x8 II F4 n 1 .10-0 T_4-64 314 _�-0.0 —._- -- - 50 Plate offsels jX,yL- IB:0=0-30.0-01 IC _0-4„0,0=4-8111:0-4-00=1 (J;0=0-30, -0-�,fN:O__4-00' 3-el'IS:0-4-00_3_8]_ LOADING (psf) SPACING- 4-0-0 CSI. DE FL. in (foe) I/defl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.15 TO 0.18 Vert(LL) -0.00 K n/r 120 MT20 220/195 TODL 10.0 Lumber DOL 1.15 BC 0.21 Vert(CT) 0.00 J n/r 120 BCLL 0.0 Rep Stress [nor NO WE 0.19 Horz(CT) 0.02 J n/a It Code IBC2015/TPI2014 Matrix -SH Weight: 27116 FT 20% LUMBER- BRACING - TOP CHORD 2x8 DF SS 'Except' TOP CHORD 2-0-0 Do purlins (6-0.0 max.) A-C,I-K: 2X6 OF SS G (Switched from sheeted: Spacing > 2-0-0). BOT CHORD 2X6 DF SS G'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. N -S: 2x10 DF SS G JOINTS i Brace at Jilts): F. V WEBS 2X4 DF Stud/Std G OTHERS 2X4 DF Stud/Sld G REACTIONS. All bearings 30-0-0. (Ib) - Max Herz S=537(LC 7) Max Uplift All uplift 100 Ib or less at joints) B, S, P, L. M, U, T except J=-102(LC 9), 0=-720(LC 3), R-720(LC 3) Max Grav All reactions 25016 or less alpint(s) L, M, U, T except B=1048(LC 1), S=914(LC 1), P=1397(LC 3), N=914(LC 1), 0=1397(LC 3), J=1048(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1027/153, C -D=1050/186, D -E=1131/265, E -F=487/91, F -G=-087/105, G -H=1131/250, 11-1=1050/159, I -J=1017/84 BOT CHORD B -U=-771808, T -U=77/808, S -T=781812, R -S=-86/800, O -R=-771810, P -Q=0/870, 0-P=0p20, N-0=0/711, M -N=0/722, L -M=0/719, J -L=0/719 WEBS E -V=410/261, G -V=-4101261, H -P=-690/241, 1-P=-57/274, 1-N=698/90, D -Q=-7131261, C -S=698/139 NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. Y 2) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=67mph; TCDL=6.Opsf; BCDL=6.Opsf; h-25ft; Cat. 11; Exp C; enclosed: MiTek° MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 �OFESSIQN 3) Truss designed for wind loads in the plane of the truss only. Forstuds exposed to wind (normal to the face), see Standard Industry oe '( Gable End Details as applicable, or consult qualified building designer as per ANSUfPi 1. _o N ONTO y 4) All plates are 2x4 MT20 unless otherwise indicated. P < 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 cc. f U C 76428 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 8) Ceiling dead load (5.0 on member(s). D G E G Wall dead gy EXP 1 1311201 psf) -E, -H, -V, -V; load (5.Opsf) on member(s).H-P, D -Q 9) A plate rating reduction of 20% has been applied for the green lumber members. * 10) Provide mechanical connection (by others) of truss to bearing plate capable a withstanding 10016 uplift atlolnt(s) B, S, P, L, M, U, S CIVIL T except 0=1b) J=102, 0=720, R=720. 11) Graphical does T,9 �F�FOAUf� pectin representation not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Attic room checked for 11360 deflection. 13) WARNING: Engineering Is Void unless truss Is fabricated by Systems Plus Lumber Co. JUDB 20,2017 AWARMNG- Vseoly ignwith PanmefarsanEREAD NOTES ON THIS ANO INCLUDED Mtem R£m. and iEPAGEMINO2reef0/OJRO156EFORE USE. Design valid for use only with MiTek®g This e based only upon pvamea n and is for nal atruss designer verify t tern an Incorporate desigcompone overall rate INS IM1ebuiltlito tlevenbucklig M1eapltrusweb deriandor parchord rtyAd entb Y building ilio l temporary aid ermato dding diem. t,Brare cing in ofin Into buckling with individual meners nly. chopmemheem hradn9 Vuaewebury genital MiTek° Is required forstainElcatnd 10 se with personal injury an an0 Propertydamage. Forge For uidandaryantling the p a regarding the Is alwavon, storage. dalabilily, elected and br cing and truss s fabrication,rmatintlelirery,efrom To. late gofiNss95 N. Lee trealems,e31 AN61RP2 Oddity Counts, U$6A9and Best Building eompanelli Counts, DS 6arety Information available from Truss Plata lnslilul9, 219 N. Lee 6lreel, Suite Jl2, Alexandria, VA 22JW. 7777 Gmenbadk Lane Suite 109 Corm Ha'ah s CA 95610 Qo « t 10 DL �u OOL d2 2 J2L' 3 6 (3c�1`2) i 40 1� job �Job Truss Truss Type Dty Ply ----. ______ — Thompson Garage 850896751 0617152 iA02 i COMMON GIRDER 1 2. Ja-b_Re(erencelplG dI)_ .... _..s. Ap._. _. ._.. ..._ ..... Systems Plus o, n Anderson, r I e nus nes, J no rue 4T o/ 2-0-0 ' 5-6.0 3.4-0 ' 2-2-5 ' 1-10-7 ' 2.1-0 ' 2.1-0 '140-7 ' 2-2-5 ' 3-0-4 5-6-0 2-0-0 6x6 = F 3x5 = axe = 12x14 = 12x14 = 6x6 = eAJ u Scale =1:67.3 LCADIN $ SPACING- 2-0-0 CSI. OEFL. in (roc) Weil L/d PLATES GRIP TCLL 20.0 Plale Grip DOL 115 TC 0.54 Vert(LL) -0.19 M -N >999 240 MT20 220/195 TCDL Lumber DOL 1.15 BC 0.37 Vert(CT) -0.44 M -N >827 180 ��� BCLL ...,.. Rep Stress Inch NO WB 0.50 Horz(CT) 0.04 J IIIri BCDL 10.0 Code ISC2015/TP12014 Matrix -MSH Attic -0.08 Ml 1843 360 Weight: 47916 FT=20% LUMBER. BRACING- TOPCHORD 2x6DFSS'ExcepP TOPCHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. A-C,I-K: 2X6 OF SSG BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2X6 OF SS G *Except* JOINTS 1 Brace at Jt(s): P 1200 OF SS G WEBS 2X4 OF StudlSid G REACTIONS. (Ib/size) B=206810-3-8, J-1926/0.3-8 Max Horz B=259(LC 7) Max Uplift B=-55(LC 8), J--55(LC 9) Max Gray B=2376(LC 2), J=2257(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=3621/0, C -D=-3474/0, D -E=-2345/141, E -F=-951928, F -G=93/926, G -H=.2335/144, H -I= -3492/0,1-J=-3513/0 BOT CHORD 8-0=-41/2996, N-0=-35/3015, M -N=012504, L -M=012903, J -L=012888 WEBS E -P=3608/0, G -P=-3608/0, H -M=011962, 1-10=746/249, I -L=-515/97, D -N=011929, C -N=947/241, C-0=505/332, F -P=0/375 foo �iww c,aA l� L NOTES- (12) 1) 2 -ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Go, 2x8 - 2 rows staggered at 0-9-0 Ga. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0-9-0 Go, 2x10-2 rows staggered at 0.9-0 oc. Webs connected as follows: 2x4 -1 raw at 0-9-0 on. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wnd: ASCE 7-10; Vuft=11 Omen (3-5econd gust) Vasd=87mph; TCDL=6.Opsf; BCDL-6.0psf, h=25m; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=183 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live leads. 6) Ceiling dead load (5.0 par) on member(s). D -E, G -H, E -P, G -P; Wall dead load (5.0psf) on member(s).H-M, D -N 7) Bottom Chord live load (60 0 psf) and add Ricnal bottom chord dead load (10.0 par) applied only to room. M -N 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(5) B, J. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated lcad(s) 237 to down and 180 Ib up at 15-0-0 on top chord, and 362 Ib down at 4-1-9, and 293 Ib down at 20-10-7 on bottom Chord. The design/seleollon of such connection device(s) is the responsibility of others. 11) Attic room checked for U360 deflection. 12) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. S: l Z p L T -c of June 20,2017 Aw-"NG-VaRy Ceslpn Wnmeten and REAO NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10,0]6015 BEFORE USE. Cosign no forbad oniywilh Mfrekhp connectors. This design is based only upon parameters shown, and Is for an Individual bushing c dnpbrenl, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and comedy Incorporate this design into the overall laud'mgdeslgn.Bracing indicated is to prevent buckling of Individual truss web andlmchord members only Addslonaltempome,and permanentbracing M)Tek is.lways required for stable, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftmsses and truss systems. see ANSIRPII Quality Bulgaria, OSB49 and SCSI Building Component 7777 Greenback Lana Safetylnforreation aveilablefrom Truss Plate lndivie,218 N. Lee Shaer, Blue 312, Alexandra. VA 22314. suite 109 Coma Hints CA 95610 rJob e_ Lumbe -- Truss Truss Type Design valid for use only wish M®iTekdoginn re. This design is basedonly upon parameters snow,nisic fo , ara, i111.1oal build gcomponent, not Ory Ply Thompson Garage 0617152 . — A02 (COMMON GIRDER 1 is always required for stability and to prevent Collapse with possible personal injury and pmperty damage, For general guldance regarding the fabrication, abrade. delivery , erection and abroad of trusses and truss systems.see ANSIRP11 Quality Criteria. OSS49 and SCSI Building Component 850896751 Systms Plus r Co, Anderso0. CA 8.110 5 Apr 13 2017 MiTek Induslnes, Inc. True Jun 20 15:01:11 2017 Page 2 I0:DNeojuWuyov7bYmNGjp PJm4SVh-jlA6gmVUphonilxpfs6XPl_ukSVBY3_CP5j1 ZKz4M3s LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D l D -E=40, E -F=-60, F-G=i G -H=-70, H -K=-60, N -Q= -2q M -N=40, M -T= -2Q E -G=-10 Drag: H -Pi D -N=-10 Concentrated Loads (lb) Vert: F=217(F) M=291 W=362(F) '&WARNING. VdNvd ign ver—aereand READ NOES ON IRIS AND INCLUDED Ml REFERENCE PAGE MIF)O] i 10b0JQ015 BEFORE USE.R MMW� Design valid for use only wish M®iTekdoginn re. This design is basedonly upon parameters snow,nisic fo , ara, i111.1oal build gcomponent, not a rose system. Before Cap, the building debugger must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. landing Indicated 1. to prevent Dwirling of lndivldual trues web andror Chord members only. Addlllcal temporary and permanent bracing MiTek' is always required for stability and to prevent Collapse with possible personal injury and pmperty damage, For general guldance regarding the fabrication, abrade. delivery , erection and abroad of trusses and truss systems.see ANSIRP11 Quality Criteria. OSS49 and SCSI Building Component 7777 Greenback Lane safety Infmmalion Cavil from Truss Plate Inarllvle. 218 N. Lee Street, Suilc 312. Alexandria, VA 22314, Sude IDB iConal-1CA 95610 0617152 Anderson, CA Thompson Garage 0 R50896752 8.110 s Aor 13 2017 MiTek Industries. Inc. Tue Jun 20 15:01:12 2017 Pane 1 344 2-2-5 1.10-7 2.1-0 2.1.0 1.10.7 2.2-5 3-4-4 5-6-0 2-0-0 6x6 = Scale =167.3 TCDL —1 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.80 M -N >451 180 BCLL ` 0.0 Rep Stress Incr YES We 0.92 Horz(CT) 0.07 J TIE nla BCDL — Code IBC2015/77I2014 Matrix -MSH I Attic -0.16 M -N 921 360 Weight: 23916 FT=20% LUMBER- BRACING - TOP CHORD 2x8 DF SS •Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. A-C,I-K: 2X6 OF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2X6 OF SSG *Except* JOINTS 1 Brace at Jt(s): P L-0: 2x10 DF SS G WEBS 2X4 DF Stud/StdG REACTIONS. (Ib/size) 6=1562/0-5-8,J=1562/0-5-8 Max Horz B=269(LC 7) Max Grew B=2013(LC 16), J=2013(LC 17) FORCES. g1a) - Max. Comp./Max. Ten. - All forces 250 (Io) or less except when Shown. TOP CHORD B -C=-3024/0, C -D=-3036/0, D -E=-2018116, E -F=0/868, F -G=0/868, G.H=-2022/19, H -1=-3042/0,1-J=-3025/0 BOT CHORD B-0=0/2655, N-0=0/2669, M -N=012242, L -M=0/2481, J -L=0/2461 WEBS E -P=3229/0, G -P=-3229/0, H -M=011820, I -M=6311236, I -L=-506189, D -N=011820, C -N=-623/229, C-0=-506/76, F -P=01340 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer IRS-ta7lztlo0.fluide.:__—__—........._____.----- __—.--___ NOTES- (8) 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7.10; Vult=110mph (3 -Second gust) Vasd=87mph; TCDL=6.0psf, BCDL=6.Opsf; h=25n; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; 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) Ceiling tleatl load (5.0 psf) on member(s). D -E, G -H, E -P, G -P; Wall tleatl load (5.0psp on member(s).H-M, D -N 5) Bottom chord live load (60.0 psf) and additional bottom chord dead load (10.0 pals) applied only to room. M -N 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Attic mom checked for LJ360 deflection. 8) WARNING: Engineering is void unless truss Is fabricated by Systems Plus Lumber Co. WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A11p7473rev. id/d]e2%5 BEFORE USE. Design valid far use only with Mnldyse consecrate. This design is based only upon parameters shoi and is for an individual building component. not 6 (rias system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building tlesign, Bracing indicated Is to prevent buckling of Individual truss web and/or chard 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 , wadded and bracing of lm55ea and miss Systems. see ANSUTP110uality Criteria. DSB49 and SCSI Building Com Edfety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. PtJ'(ONIQ C76428 P? m U EXP 12131,2018 �? June 20,2017 3 MiTek' 4x6 = 8x8 = 12x14 =' 12,04 = 8x8 56-0 8-104 172 19:.6.:0 i 30-0-0� Plate Offsets(X,Y)-- IC:04-0,0-4$1,[D:0-7-9,Edgel,[E.0-0-2,0-0-01,(G:0-0-2,0-0-0),[H:0-7-9,Edgel,(1:04-0,0.4-8J,[L:0-4-0,0-3-81, 1M:0 -3 -8,0 -e -01.[N:0-3-8,0-8-01,[0:0-4-0 - --- - LOADING(psf) SPACING. 2-00 CSI. DEFL in (loo) Ideal L/d -------------- --- --LOADING PLATES GRIP TCLL 20,0 Plate Grip DOL 1 15 TC 0.87 1 Vert(LL) -0.37 Ml >982 240 MT20 220/195 TCDL —1 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.80 M -N >451 180 BCLL ` 0.0 Rep Stress Incr YES We 0.92 Horz(CT) 0.07 J TIE nla BCDL — Code IBC2015/77I2014 Matrix -MSH I Attic -0.16 M -N 921 360 Weight: 23916 FT=20% LUMBER- BRACING - TOP CHORD 2x8 DF SS •Except` TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. A-C,I-K: 2X6 OF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2X6 OF SSG *Except* JOINTS 1 Brace at Jt(s): P L-0: 2x10 DF SS G WEBS 2X4 DF Stud/StdG REACTIONS. (Ib/size) 6=1562/0-5-8,J=1562/0-5-8 Max Horz B=269(LC 7) Max Grew B=2013(LC 16), J=2013(LC 17) FORCES. g1a) - Max. Comp./Max. Ten. - All forces 250 (Io) or less except when Shown. TOP CHORD B -C=-3024/0, C -D=-3036/0, D -E=-2018116, E -F=0/868, F -G=0/868, G.H=-2022/19, H -1=-3042/0,1-J=-3025/0 BOT CHORD B-0=0/2655, N-0=0/2669, M -N=012242, L -M=0/2481, J -L=0/2461 WEBS E -P=3229/0, G -P=-3229/0, H -M=011820, I -M=6311236, I -L=-506189, D -N=011820, C -N=-623/229, C-0=-506/76, F -P=01340 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer IRS-ta7lztlo0.fluide.:__—__—........._____.----- __—.--___ NOTES- (8) 1) Unbalanced roof live leads have been considered for this design. 2) Wind: ASCE 7.10; Vult=110mph (3 -Second gust) Vasd=87mph; TCDL=6.0psf, BCDL=6.Opsf; h=25n; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; 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) Ceiling tleatl load (5.0 psf) on member(s). D -E, G -H, E -P, G -P; Wall tleatl load (5.0psp on member(s).H-M, D -N 5) Bottom chord live load (60.0 psf) and additional bottom chord dead load (10.0 pals) applied only to room. M -N 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Attic mom checked for LJ360 deflection. 8) WARNING: Engineering is void unless truss Is fabricated by Systems Plus Lumber Co. WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A11p7473rev. id/d]e2%5 BEFORE USE. Design valid far use only with Mnldyse consecrate. This design is based only upon parameters shoi and is for an individual building component. not 6 (rias system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building tlesign, Bracing indicated Is to prevent buckling of Individual truss web and/or chard 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 , wadded and bracing of lm55ea and miss Systems. see ANSUTP110uality Criteria. DSB49 and SCSI Building Com Edfety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. PtJ'(ONIQ C76428 P? m U EXP 12131,2018 �? June 20,2017 3 MiTek' Systems Plus Lumber Co, 3-44 - 2.2-5 '1-10-7 2d-0 6x8 = Ply Thompson Garage I ti 8.110 5 Act 13 2017 MiTek Intlu R50896]53 7 Page 1 )I)D4M3p Stale = 1101 8x8 == 5x6 :_: 5x6 = V 8x8 = 2.8 1!, 2x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) been Ltd TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) -0.00 K n/r 120 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Verl 0.00 J We 120 BCLL 0.0 Rep Stress Incr YES W EI 0.10 1 Horz(CT) 0.01 J ma n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -SH .._—__.....__...._— LUMBER- BRACING - TOP CHORD 2x6 DF SS *Except' TOP CHORD A-C,I-K: 2X6 DF SS G BOT CHORD BOT CHORD 2X6 DF SS G *Excepi JOINTS N -S: 2x10 DF SS G WEBS 2X4 OF Stud/Std G OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 30-0-0, (Ib) - Max Hong 8=269(LC 7) Max Uplift All uplift 100 b or less atjoint(s) B. S, P, J. L. M, U, T except 0=-360(LC 3), R=-360(LC 3) Max Grant All reactions 25016 or less at joint(s) L, M, U, T except 8=524(LC 1), S=457(LC 1), P=698(LC 3), N=457(LC 1), 0=698(LC 3), J=524(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (0) or less except when shown. TOP CHORD B -C=-513/77, C -D=525193, D -E=5651133, G -H=-565/125, H-1=525/79, I -J=508142 BOT CHORD 6-U=-38/404, T -U=-38/404, S -T=-39/406, R-5=-43/400, Q -R=-38/405, P -Q=0/435, 0-P=0/360, N-0=0/356, M -N=0/361, L -M=0/359, J -L=0/359 WEBS H -P=-3451120, I -N=349/45, D -Q=-356/131, C -S=349/69 PLATES GRIP MT20 2201195 Weight'. 27116 FT=20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigld ceiling directly sop lled or 10-0-0 on; bracing. 1 Brace at Jt(s): V MiTek recommends that Stabil¢ers and required cross bracing be installed during truss erection, in accordance with Stabilizer J NOTES- (12) (12) 1) Unbalanced roof live loads have been Considered for this tlesign. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCOL=6.Opsf; h=25ft; Cat, II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wintl 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 ANSI?PI 1. 4) All 2x4 MT20 plates are unless otherwise Indicated. 5) Gable requires continuous bottom chard bearing. 6) Gable studs spaced at 1-4-D Do.7) This truss has been designed for a 10.0 DO bottom chord live load nonconcurrent with any other live loads. 8) Ceiling dead load (5.0 pat) on member(s). D -E. G -H, E -V, GV; Wall dead load (5.Opsf) on member(s).H-P, D -O LEXP 9) A plate rating reduction of 20%has been applietl for the green lumber members. 10) Provide mechanical connection (by others) oftruss to bearing plate capable ofwiff standing 10016 uplift at joint(s) B, S, P, J, L, M, U, T except jt=1b) 0=360, R=360.11) Al room checked for U360 deflection. 12) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. June 20,2017 WARNING. VnAytlasr9n parameters and READ NOTES ON TMS AND INCLUDED NIITEK REFERENCE PAGE MI/ -74)] rev.10/0]Q015 BEFORE USE. Design valid or use only with MlTeh®Connector, This design 15 based only Upon Interrelate shown. and is for an individual building crnponent,not a truss system, Before use, the bullding designer must verify the applicability or design parameters and properly incorparate this design into the overall ondIngdeslgn Bracing indicated is to prevent buckling oflntllvldual truss web antl/orchard members only. Additional temporary and permanent bracing MiTek' Is always required for shinity and kc prevent collapse with posslbte personal injury and itememy damage. For general guidance regarding the Utdonauon. storage. delivery, erection and bracing of house. and tress systems, see ANSIrtPn Quality Cnteda, DSB49 and BCS/ Building Component 7777 Greenback Lane Safety Information available Irom Truss Plate Institute. 218 N. Lee Street, SVAe 312, Alexandha. VA 22314, Suite 109 --- —_ __ I Cr H C6 95810 his incantation tuarages GIRDER R50896756 Systems Plus Lumber Co, Anderson, 8.110 s Apr 13 2017 MiTek Industries, Inc. Too Jun 20 15:01:15 2017 Page 1 ID:ONcojuVVuyov7bYmNGjpPJm4SVh-c4QdW7Y?IwIDBvFauhBTObgiv3yOU-zoKjhEi6z4M3o 1 -11.43 -1D_ -B_ 1 1.114 1.114 D 3x4 = 3,4 Scale =1:10.0 ........... ........ ............. ..... ......... . . LOADING (pan SPACING- 2-0-0 CS]. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TO 0.02 Vert(LL) -0.00 DE 999 240 MT20 2201195 TCDL 10.0 Lumber DOL I15 SO 0.06 Vert(CT) -001 DE o999 180 BCU- 0.0 Rep Stress lncr NO We 0,05 Hoa(CT) 0.00 D ni n1a BCDL 100 Cod. EC2015,TP12014 Mai 1 - — .................................. -- -- ------------ ............ Weight: 3614 FT as 20% - -------------- - ---- . ...... LUMBER. BRACING. ..... TOPCHORD 2X4 DF No. 1 & SIT G TOPCHORD 2-0-0 Do pi A -C, except end vertices. BOTCHORD 2X4 DF No.1 &Fltr G BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. (ousuze) E=287/Mechanlcal, D=287/Mechanical Max Hom E=40(LC 6) Max Uplift E=-1414), D=-148(LC 5) FORCES. (to) - Max, Camp./Max. Ten. - All forces 250 (lb) or less except when shown, BOTCHORD D -E-2371311 WEBS S-E:::m370/269, B -D-370/269 NOTES. (11) 1) 2 -ply truss to be connected together with 1 got (0,131'X3") nails as follows: Top chords Connected as follows 2x4- I row at 0-9-0 oc, Bottom Chords connected as follows: 2x4 - 1 raw at 0-9.0 Co. Webs connected as follows: 2x4 - 1 raw at 0.9-0 = 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads rated as (F) or (B), unless otherwise indicated. 3) Wind ASCE 7-10; Vuft=l I Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf: BCDL=G Opsf; he:25fl: Cat, 11; Fan C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOi .33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunnedint with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members, 7) Refer to girders) fortrues to truss connections. 8) Provide Trapnell connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) except Qi E=148, D=148. 9) OFESisloyi 4( Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. QR N10 1�i' 10) Hangers) or other connection devices) shall be provided sufficient to support concentrated loads) 122 lbdown and971bupat 1-114 and 2181b down and 176 to up at 1.114 on top chord. The desigmselection of such connection device(s) is the responsibility of others, 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.C 6428 Z LOAD CASE(S) Standard EXP. 1213112018 1) Dead + Roof Live (balanced): Lumber Ill. 15, Plate ncrease=1.1 5 Uniform Loads (p11) Vert: A -C=.60, D-Eii T lVi Concentrated Loads (lb) TF Vert 8=-286(F4-86, 8=.201) June 20,2017 A WARNIND - Vanterdand,opulded,fears and READ NOTES ON THIS AM ANCLUDEDARFEK REFERENCE PAGEMP-7473 rev.10,031015 BEFORE USE Deal, valid li only .,in tali cemand.11 This design IS based only upon Parameters shown, and is for an individual building candinchert not a truss system Before use, the building designer Must "my the applicability of design parameters and properly incorporate this design Into the over all building design Bracing didleated is to prevent buckling of individual truss web and/or Chord Members only. Additional temporary and permanent bracing is WOW always required for stability and to prevent collapse with Possible personal i and pmptany damage, For general guidanceregardin'the fabrication. dings, madery. erection and bracing of trusses and truss systems see ANSlifor Critarls, DSO,fi, and Be Sl Building Camp ... at slier I I' on—le— .—il— — -- on.'. — I I.— "I'. I -- -- —.1- .— --- —RLra n" Greenback Lane 1 1 1 E LOADING (psf) I SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015ITP12014 LUMBER - F-1 TOP CHORD 2x8 DF SS'Excl 180 A -C: 2X6 OF SS G HOrz(CT) BOT CHORD 2X4 OF NO, 18Btr G E WEBS 2X4 OF Stud/Std G Fiat 30 - oaa _. CSI. DEFL. in (loc) Vdefl Ud TC 0.29 Vert(LL) -0.00 F -I >999 240 BC 0.06 Vert(CT) -0.01 F-1 >999 180 WE 0.13 HOrz(CT) -0.00 E n/a Fiat Matrix -MP BRACING. F 850896757 7 Pagel Yz4M3n Seale = 1:66.4 PLATES GRIP MT20 220/195 Weight: 661b FT m 20% TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer In-g(@113tionyu ide�._—__ REACTIONS. (Ib/size) E=261/Mechanical, B=172/0-3.8, F=773/Mechanical Max Horz B=360(LC 8) Max Uplift E=-182(LC 8), B=-39(LC 6), F=-442(LC 8) Max Grav E=281(LC 15), 8=256(LC 8), F=775(LC 15) FORCES. (Ib) -Max. Comp,/Max. Ten. -All forces 250 (Ib) Or less except when snows. TOP CHORD B -C=-535/402, C -D=-473/365, D -E=-253/125, D -F=-939/574 WEBS C -F=174/285 NOTES. (6) 1) Wind: ASCE 7-10; Vu11=1 tOmph (3 -second gust) Vasd=87rdI TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrenl with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Referto gindeds) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) B except (jt=1b) E=182, F=442. 6) WARNING; Engineering is void unless truss Is fabricated by Systems Plus Lumber Co. June 20,2017 ®WARNING-VerHy peslgn psionwh rsand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IMP7473ma,10/034015 BEFORE USE. Design valid for use onlywah MiTek® contractors. Tots design is based only upon parameters shown, and is for an Indlyl l building component, not sesesse • a truss system. Before use,the building designer must verify the applicability 0i parameters and properly Incorporate this design Into the overall V buildingdesign. Bracing indicated is to prevent buckling onnd,vidualtruss web and/or chord members only. Addltanaltemporary and permanent bracing Is MiTek' always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication. storage. dalivery.direction and bracing of trusses and truss systema see ANSIITPIt Duality Corona. DSB49 and BCS! Building Component Safety Information avails bie from Truss Plate lnsliWte.218 N. Lee Street Svile 312, Alexandria, VA 22314. 77T/GreenOar Lane S.77 cli Ch ua Ne db s CA 9se10 Job (Truss iTruss Type '�Cty iPly Thompson Garage I R50896758 0617152 iM2 iJack-Closed it i }gance (ooi Systems Plus Lumber Cc, Anderson, CA 8.110 s Apr 13 2017 MiTek Industdes, Inc. Tue Jun 2015:01:162017 Pagel 2-0-0 4-4-14 4-7-2 31 --:. 2x4 II '^� — �d Scale =1:58.5 Plate Offsets XV -n ( . — Ic -- 1 -- sl i -...-- _— ---- —'-- a truss system. Before use, the building designer must velhl the muldabllity of deaign parameters and property Incorporate this design Into the overall ------ MiTek' always required for Stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabriwtioqstorage, delivery, erection and bracing of Wares and truss systems. age ANa0TPlf Quality Cmeda, DSBA9 and SCSI Building Component Safety Information available from Truss build institute 218 N. Lee Street. Suite 312. Alexandria, VA 22314. LOADING (psf) SPACING. 2-0-0 CSI DE FL in (lac) Well Ltd PLATES GRIP TOLL 20.0 Plate Grip DOL 1 15 TO 0.61 Ved(LL) 0.01 F G 999 240 MT20 220/195 TOOL 10.0 Lumber DOL 115 BC 012 1 Vert(CT) -0.03 FG >999 180 BOLL 0.0 BCDL 10.0 _. _.-.- Rep Stress her YES Code IBC2015ITP12014 ..._...... _—------- ................_. We 0.16 Matrix -MSH .___.. Hoa(CT) 0.00 F nice n/a Weight: 83 lb FT=20% LUMBER- .......-..._......__..—. BRACING - _-- .......... TOP CHORD 2x8 DF SS'ExcepF TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc purlins, A -C: 2X6 DF SS G except end verticals. BOT CHORD 2X4 OF No.l&Btr G BOT CHORD Rigid calling directly applied of 10-0-0 cc bracing, WEBS 2X4 OF StudlSld G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer slallatiQlLguiva�_. ___—__ REACTIONS, Ill E=146/Mechanical, B=466/0-3-8, F=574/Mechanical Max Harz B=319(LC 5) Max Uplift E=104(LC 8), F=-251(LC 8) Max Grav E=157(LC 15), B=46611), F=626(LC 15) FORCES. (Ib) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown, TOP CHORD B -C=-41110, D -F=-409/210 BOT CHORD B -G=-67/275, F.G=-68/273 WEBS C -F=311/108 NOTES- (6) 1) Wind: ASCE 7-10, Vull lOmph (3 -second gust) Vasd=87mph, TCDL=6.Opsf BCDL=6.Opsf; h=251p Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed', Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Referto girder(s) fortruss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) E=104, F=251. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSfONq� ��ONIO h, F2 oP F"py C C 76428 z � O ;EXP 1?l31!2018 �A June A WARNIND- Verirydasrgn panmerers and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGEAM 7473 nv, 10a3Q01a BEFORE USE. Design valib for uSe only wiN MiTek® conrredon. This design is based only upon parameters shown, end is lar an individual building component not a truss system. Before use, the building designer must velhl the muldabllity of deaign parameters and property Incorporate this design Into the overall building design, Bracing indicated is to prevent buckling of Individual truss web breach chord members only. Additional tomperary and permanent bracing Is MiTek' always required for Stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabriwtioqstorage, delivery, erection and bracing of Wares and truss systems. age ANa0TPlf Quality Cmeda, DSBA9 and SCSI Building Component Safety Information available from Truss build institute 218 N. Lee Street. Suite 312. Alexandria, VA 22314. 7]]]Geenback Lane Suite leg _......._—._._.—___..._.. Cbrus thu his CA 95810 Symbols PLATE LOCATION AND ORIENTATION -* 1 374' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'11 fi r For 4 x 2 orientation, locate plates 0- 4,d' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System A Gener I 8-4-8 'dimensions shown incasixteenths s 't�ll (Drawings not to scale) 1 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved M11eK MiTek Engineering Reference Sheet: MII-7473 rev. 10103/2015 Failure to Follow C( Damage or Person 1. Additional stability bracing diagonal or X -bracing, is a 2. Truss bracing must be des wide truss spacing, individ may require bracing, or aft bracing should be com ide 3. Never exceed the design U stack materials on inadegt 4. Provide copies of this tops! designer, erection supervia all other interested parties. 5. Cut members to bear tigrltl 6. Place plates on each face joint and embed fully. Knot locations are regulated by 7. Design assumes trusses w the environment in accord 8. Unless otherwise noted, in shall not exceed 19% at tic 9. Unless expressly noted, th use with fire retardant, pre: 10. Camber is a non-structural responsibility of truss fabri( camber for dead load defle 11. Plate type, size, orientation indicated are minimum plat 12. Lumber used shall be of N in all respects, equal to or specified. 13. Top chords must be sheat) spacing indicated on desig 14. Bottom chords require late or less, if no ceiling is insta 15. Connections not shown an I S. Do not cut or after truss m< approval of an engineer. 17. Install and load vertically u 16. Use of green or treated lur environmental, health or p4 project engineer before us, 19. Review all portions of this and pictures) before use. F is not sufficient. 20. Design assumes mandad ANSI/rPl 1 Duality Criteria Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus.com www.systplus.com INSPECTION AGENCY Timber Products Inspection, Inc 105 S.E. 124" Avenue Vancouver, WA 98684 Tel: (360) 449-3138 Fix: (360)449-3953 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * ICC ES Report ESR -1311 & ESR 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303.4,2 IBC/IRC 2012 SECTIONS (2303.4/R802.10roof/R502.1 Ifloor) TRUSS ENGINEERING LAYOUT YES o❑ NO ❑ Standard Truss Detail Title Detail # = Inel'Oe'd Gable End 85 Wind B 1 Gable End I10 Wind B _ IA Gable End 110 Wind C. IB Hat Truss over 6/12 2 ✓ Hat Truss under 6/12 213 Web Bracing Details 3 ✓ Valley Fill Frames 4 ✓ Open Face Jacks 5 ✓ Toe nail 6 Bearing 131ock 3.5 7 Bcaring Block 5.5 7A Floor R Dbl 17C Notchin 9 HVAC 10 Truss Data 11 ✓ Purlin Gable 12 BCSI at www.sbcindustr xont ' CSI -I 1 Snmmx ryShcol at ... tuvw..sbcindusM,.com Systems Plus Job Number 0617152 Date 6-26-2017 Revision(s)- Customer Project Arden Garage Location Paradise PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-B 1 SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET APPROVALS: -OBTAIN AL1.. NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM T1TE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF "CHP., BUILDING DESIGNER OR ENGINEER. -SYS I EMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SI TOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAW IN('S BASED ON Il IE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FORTRESSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO TILE TRUSSES UNTIL AFTER AL1,, BRACING AND CONNECTIONS ARE COMPLI FED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS 'TO BE PLACED ON THE TRUSSES. -READ & APPLYTHE HE RI COMMENDATIONS FOR ITANDLING. INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISI [ED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON T'ITE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS- UNLESS OTIIIER DIMENSIONS ARE SPECIFIED. LUMBER: =THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITIT T'HE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL -1-0 OR BETTER THAN THE GRADE SPECIFIED. BRACING: -REVIEW TILE "TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEM13ERS SI IALL 13E PLACED PER STANDARD DETAIL, 43 (MII/SAG I & MII/SAC-23). -RES'IRAIN 'IOF LATERAL BRACING AND ADDITIONAL T31ZACINCI FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDA'T'IONS FOR T'IEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-Bl SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WII'IIOU'T A SPECIFIC ENGINEERF,D DESIGN. NO CUTTING DRILLING NOTCHING OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. STANDARD GABLE END DETAIL Ili - 20B F9/17/2004 PAGE 1 OF 2 .— IN A RE A :ANT I ->F DIAGONAL OR L -BRACING REFER TO TABLE BELOW SEE PAGE 212 FOR —ALTERNATE BRACING DETAIL — 1X4OR2X3(7YP) VARIES TO COM. 12 TRUSS VERTICAL STUD TO ICAL 2X4VEX4 L RTICAL W/SdNCE ILS ED TO 2x4 VERTICALS WlBd NAILS SPACED AT 8" O.C. REC:TIt7N A -A LOADING(psf TCLL 50.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code ASCE 7-02 TOP CHORD 2 X 4 DFUSPF/HF - No.2 BOT CHORD 2 X 4 DFUSPF/HF - STUD/STD OTHERS 2 X 4 DFUSPF/HF - STUD/STD SHEATHING (BY OTHERS 24'MAX 31/2' / X11/2" —� 2X4 LATERAL ACING NOTCH AT AS REQUIRED PER TABLE BELOW 24" O.C. (MIN.) TOP CHORD SEP 2 2 2015 MITok Industries, Inc. Western Division O '00 END WALL ! IGID CEILING MATERIAL NO. C074486 DETAIL A EXP. 12-31-1 OF LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UPTO 7'-011 - 4-11-0 9-10-0 7-616 -0 OVER 8'-611 4 - 16d INCH O.C. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. C, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'•6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGIO MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARETO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THETOP CHORD WITH 101) NAILS SPACED AT B" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 21 NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q WAk M - Oart/g deafen porameasm and READ NOTES ON TfDSAND M&UlsED MITF.NALFERENCE PACE A -7473 HP30RN,=E. 7777 Glean as L2nB Design void for use any Ain VIII connedosn. This design k basad only upon parcury rs shown, and & for an Individual bulldlng companeni.Suite 109 Appimbl4ly of deslgn paramenles and Wopx incorperallon of component is responAaWly of building designer- not trw Inns denlgner. Na.Ing shon citrus Heights. CA, 9581 Is Iw Word wppod at individual web membon only. Additlonallemp Nbrocing Io Insurostab lydomingcoissiruction Isthe,., onslbiMiyofthe IMAR erector. Adtllllonol pemwnanl bracing of iha overall slmclwe h the respondbNly of the bWdNg designer. Fw geneml guidance regardln0 laNcolion. quant, coni rot storage, do Ovary, erection and brodng, eamull ANSI/1r11 Quanty Cuero, D58-89 and 0=11 Building Comporont MiTek0 ean Saetyinlanonwalbbb Pom Truss Plola Inslllule,5 D'Onofeo Df Na.Madlson,W19719. l MAXIMUM VERTICAL STUD HEIGHT SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L- BRACE 12 INCH O.C. 4-11-0 9-10-0 7-616 -0 O.C.24 INCH O.C. 7-4-0 .3-4-0 NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 110 MPH WIND EXP. C, HEIGHT 30 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'•6". TOP CHORD NOTCHING NOTES 1)THE GABLE MUST BE FULLY SHEATHED W/RIGIO MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARETO BE SPACED AT 24" O.C. ATTACH SCAB (EQUAL OR GREATER TO THE TRUSS T.C.) TO ONE FACE OF THETOP CHORD WITH 101) NAILS SPACED AT B" O.C. IF STUDS ARE SPACED AT 24" O.C. AND FACE OF TRUSS IS NOT FULLY SHEATHED, 21 NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. Continued on page 2 Q WAk M - Oart/g deafen porameasm and READ NOTES ON TfDSAND M&UlsED MITF.NALFERENCE PACE A -7473 HP30RN,=E. 7777 Glean as L2nB Design void for use any Ain VIII connedosn. This design k basad only upon parcury rs shown, and & for an Individual bulldlng companeni.Suite 109 Appimbl4ly of deslgn paramenles and Wopx incorperallon of component is responAaWly of building designer- not trw Inns denlgner. Na.Ing shon citrus Heights. CA, 9581 Is Iw Word wppod at individual web membon only. Additlonallemp Nbrocing Io Insurostab lydomingcoissiruction Isthe,., onslbiMiyofthe IMAR erector. Adtllllonol pemwnanl bracing of iha overall slmclwe h the respondbNly of the bWdNg designer. Fw geneml guidance regardln0 laNcolion. quant, coni rot storage, do Ovary, erection and brodng, eamull ANSI/1r11 Quanty Cuero, D58-89 and 0=11 Building Comporont MiTek0 ean Saetyinlanonwalbbb Pom Truss Plola Inslllule,5 D'Onofeo Df Na.Madlson,W19719. l [ MARCH 12, 2009 WEB BRACING RECOMMENDATIONS -- ------ -- -- __,,--. MiTek USA, Inc. ST-WEBBRACE MITER: USA, Inc. Page 1 of 1 Bay size shall be measured in between the centers of pairs of diagonals. MAXIMUM TRUSS WEB FORCE (lbs.)(See note 7) RACE SIZE 24'OEC --- 48'O.C. 72"O.0 IV .-- BRACING MATERIAL TYPE A 8 C D BRACING MATERIAL TYPE A B C D BRACING MATERIAL C D 10-01,1610 12 0" 14'-0" 16 0 18 0' 1342 1150 1886 1886 1572 1572 2829 2358 314433 3143 4715 2358 2358 3536 _ 1886 ISI 2829 4715 7074 1347 1347 2021 -OR- 1006 8947777 1179 1048 1179 1048 1768 1572 3143 4715 20'-0" 805 943 943 14141886 Bay size shall be measured in between the centers of pairs of diagonals. FOR STABILIZERS: FOR A SPACING OF 24' QC. ONLY, MITEK -STABILIZER- TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, 5, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR 5T ABILIZERB ARE TO BE PROVIDED Af BAY SIZE INDICATED ABOVE, WHERE DIAPHRAGM BRACING ISHEOUIRED AT PITCH BREAKS, STABILIZERS MAYBE REPLACED WITH WOOD BLOCKING. SEE' STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2.1 Od NAILS (SEE NOTE 4) I GENERALNOTES TYPE BRACING MATERIALS 1, DIAGONAL BRACING IS BROWN ED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF ANO/OR CEILING DIAPHRAGM. THE DIAPHRAGMS TO BE DESIGNED BY OUALIFIED PROFESSIONAL, 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE.. A -OR- 3, DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER. AS THE LATERAL BRACE MATERIAL. AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT WTERSECTS WEB MEMBERS ! 1X4#2 $RB (DF, HF, $PF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2 a 10.131'4,5'1 FOR 1a4 BRACES. 2 I Od (0.131 N 3') FOR 24 and 2x4 BRACES, AND 3.104 (0.131'4') FOR 24 BRACES. "",.,.,-,-I ................................. """"_-_ "'—""" '---_"' 4, CONNECTLATERAL BRAGETO EACH TRUSS WITH 2 Ed(0.131'X2.5') NAILS FOR U4 LATERAL BRACES, 2IOd10.131'4'1 NAILS FOR 2A and 2x4 LATERAL BRACES, AND 3 10d (0.131"0 FOR 24 LATERAL BRACE$. B ! 2X3#3, STD,CONST(SPF,DF,HF,ORSP) 5, LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONT WUITY, -- "' - - "-' ---- 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF SPACING. CONSULT Ci 12X4#3, STD, CON ST (SEE, DF, HF, OR S P) 055.89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND SCSII GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. -vI.a0cmtlusln. Dom and. l OnaLMB D 2X6#3 OR BETTER (SEE, DF, HE. OR SRI ]. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. B. TABULATED VALUES ARE BASED ON A DOL. 1.15 FOR STABILIZERS: FOR A SPACING OF 24' QC. ONLY, MITEK -STABILIZER- TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, 5, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR 5T ABILIZERB ARE TO BE PROVIDED Af BAY SIZE INDICATED ABOVE, WHERE DIAPHRAGM BRACING ISHEOUIRED AT PITCH BREAKS, STABILIZERS MAYBE REPLACED WITH WOOD BLOCKING. SEE' STABILIZER' TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2.1 Od NAILS (SEE NOTE 4) March 4, 2013 T -BRACE / I -BRACE DETAIL ST - T -BRACE MITek USA, Inc. Page 1 of 1 —1 II Note T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. FA —T-11-1 Note: This detail NOT to be used to convert T -Brace / I -Brace MiTek USA, Inc. _ webs to continuous lateral braced webs. T_Brace size _1x4 or 1x6 _ 20 or 2x6 or 2x8 WE Nails Nailing Pattern Brace Size --.. -. Nall Size Nall Spacing for One -Ply Truss 10d 8" o c 16d 8"o.0. - Specified Continuous Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) Nails Nails .1 Web--" I -Brace Nails' Rows of Lateral Bracing Web Size 1 j 2 2x3 or 2x4 1 x4 (') T -Brace 71x4 (') I -Brace ... ........_..._....---.._..--------.-.._...-------------- 2x6 1 x6 (') T -Brace 12x6 I -Brace j 2x8 2x8 T -Brace M kBrace Brace Size for Two -Ply Truss T -Brace / I-Bracemust be same species and grade or better) as web member. (') NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/I-Bran For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Brace/I Braci Specified Continuous Rows of Lateral Bracing Web Size 2x3 or 2x4 1 2x4 T -Brace 2 2x4 I -Brace 2x6 2x6 T -Brace 2x6.1 2x8 2x8 T -Brace -=Brace 12x8 I -Brace T -Brace / I-Bracemust be same species and grade or better) as web member. (') NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1 X bracing material, use IND 45 for T-Brace/I-Bran For SP truss lumber grades up to #1 with 1X bracing material, use IND 55 for T-Brace/I Braci JANUARY 1, 2009 L -BRACE DETAIL (F� - - - ------- jVL__ ------ - ViTek USA, Inc. Nailing Pattern L -Brace —size Nail Size Nail Spacm 1x4 or 6 10d O.C. ------- -- 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) Nails SPACING WEB L -BRACE ST - L -BRACE MiTek USA, Inc. Page 1 of I FNote. L -- Bracing ,-to—be—used —when -"-c-o" continuous lateral bracing is impractical. L -brace must cover 90% of web length. Nails Section Detail L -Brace Web L -Brace must be same species grade (or better) as web member. L -Brace Size for One -Ply Truss L -Brace Size Specified Continuous Rows of Lateral Bracing Web Size 1 T Specified Continuous 2x3 or 2x4 1x4 2x6 2x3or 2x 2x8 2x4 2x624 DIRECT SUBSTITUTION NOT APILICABLE. Nails Section Detail L -Brace Web L -Brace must be same species grade (or better) as web member. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size � 2x3or 2x 2x4 2x624 2x8 M —DIRECT SUBSTITUTION NOT APLICABLE. v MiTek® Re: 0617152 Thompson Garage $PERMITNUM $PERMITADDRI 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 Systems Plus Lumber. Pages or sheets covered by this seal: 851242985 thru 851242986 My license renewal date for the state of California is March 31, 2018. C 75435 EXP. 03/31/2018 -- ` " I July 27,2017 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. PCZ BUTTE COUN T" AUG 0 v 2011 TJEVELGd Mr.,.x.ij SERVICES Job ' Truss Truss Type Ory Ply Thompson Garage DEFL-in buddlingdeslgn. Begins indicehedISApreventbucklingofindididualbuseweb ani client numbers only. Additional ledroreryand permanentbredng (loc) I/dell 851242985 0617152 FL1 FLAT GIRDER 1 2 'one Vert(LL) -0.01 C -D >999 Job Reference o Systems Plus Lumber Co, Anderson, CA 6.120 s Jun 22 2017 MUek Industries, Inc. Thu Jul 27 09:56:54 2017 Page 1 ID:ONeoju Wuyov7bYmNGjpPJa4SVh-gjFGd3sd8YCPg29kUIsITEYVRpAihrFWNlOnytuz7 3-10-8 � 3-10E E D C 3x4 II 4.4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL-in buddlingdeslgn. Begins indicehedISApreventbucklingofindididualbuseweb ani client numbers only. Additional ledroreryand permanentbredng (loc) I/dell Ud TOLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.01 C -D >999 240 TOOL 10.0 Lumber DOL 1.15 BC 0.16 Ved(CT) -002 C -D >999 160 BCLL 0.0 Rep Stress Incr NO WE 0.03 Horz(CT) -0.00 C rile Na BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER- BRACING - Scale = 1:32.5 PLATES GRIP MT20 220/195 Weight: 71 lb FT=20% TOP CHORD 2X4 DF No.18Bb G TOP CHORD 2-D-0 oc purlins: A -B, except end verticals. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G REACTIONS. gb/size) D=420/0-2-0, C=421/Mechanical Max Hom D=191(LC6) Max Upfitt D-301 (LC 4), C=301(LC 5) Max Grav D=473(LC 30), C=473(LC 29) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. NOTES. (12) 1) 2 -ply truss to be connected togetherwith 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 M. Bottom chords Connected as follows: 2x6 - 2 rows staggered at 0-9-0 Co. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are Considered equally applied to all plies, except R noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf, BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; camilever left and light exposed ; and vertical left and fight exposed; Lumber DOL=1.33 plate gnp DOL=1.33 4) Provide adequale drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girders) for truss to truss connections. e) Provide mechanical Connection (by others) of truss to been ng plate at joint(s) D. 9) Provide meclhaniCat Connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joints) except (jtAlt) D=301, C=301. 10) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 11) Hanger(s) or other Connection device(s) shall be provided sufficient to support Concentrated load(s) 554 Ib down and 271 Ib up at 1-114 on bottom Chord. The desigNselection of such Connection device(s) is the responsibility of others. 12) WARNING: Engineenng is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1 . 15 Uniform Loads (plf) Vert: A -B=60, C -D=20 Concentrated Loads Ob) Vert: E=554(F) BUTTE COUNTY BUILDING DIVISION APPROVED 075435 EXP: 03131/2018 July 27,2017 ®WARNING-Vedly Qeslgn panm. anUREAO NOTES ON THIS AND INCLUDED Ni REFERENCE PAGEN I-0OJ Nv, fON111015 BEFORE USE. Design wild for use only with MITeDO connectors. This design Is based only upon parameters shown, and Is ter an IndMdual building component, not atmsssystem. Before use, the building designer must verify the app!lcabilityofeesign pareroetem and progeny Incorporate this design Site the owrell buddlingdeslgn. Begins indicehedISApreventbucklingofindididualbuseweb ani client numbers only. Additional ledroreryand permanentbredng Welk* IS Mays angled Sir stability and to gwaxil dollapsa with possible personal iniury and propedy damage. For general guiednce mgardi ng the fabrieanon,etoWe.delhe .emCW bmang OtMS sarMW Weems.see ANSIITPH Quality Cooled, DSB99 and SCSI Bullring CompmNat 77T/ GRenbeck lana SafetyIMommdon avalabla Nom Tmss Plane Insti We.218 N. Lee S oedr Suite 312, Alexandra, VA 22314. Suite IN __ Cbms WgMs. CA 95610._ Job' Truss Tmss Type Qty Pty Thompson Garage 0677152 FL2 FLAT GIRDER 1 851242986 3-108 2 3-108 LOADING (psg SPACING- 2-0-0 CSI, JbRf (og h a, izu s dun zz zut r MI I ex olauser s. Inc. Thu Jul 27 09:56:55 2017 Page 1 I D:ONeoju Wuyov7bymNGjpPJm4SVh-IvperPtFvrKGICIa2RN_OR4jFDEkR8UP7y6rV Dytuz6 scale =1:15.4 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (I6) or less except when shown, NOTES- (12) 1) 2-plytruss to be connected togetherwith 16d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Co. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are Considered equally applied to all plies, except g noted as from (17 or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=1I Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf, BCDL-6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and night exposed ; end vertical left and tight exposed; Lumber D01_=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live leads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift at jant(s) except U=1 b) D=273, C=273. 10) Graphical pudin representation does not depict the sire or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 693 lb down and 46216 up at 1-11-4 on bottom chum. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is wid unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pin Vert: A-13=60, C-0=20 Concentrated Loads Qb) Vert: E=693(6) BUTTE COUNTY BUILDING DIVISION APPROVED C 75435 EXP. 03/31/2018 July 27,2017 AWARNING-VeNydesignpaanaders andREAD NOTES OMNIS AND INCLUDED hams, REFERENCEPAGEMWQ3 nv.1"3R0f6 aEFOREUSE. Design valid for use an"t, MireMID connentars. Thla design he based only upon paramelem shown, and he hand Individual holding component, rwl e truss system. Betore use, the building designer mull verfy the applicability of design 4.4 = parameters and properly incerporate this design into the overall m buliiedeslgn. Bdng indicated is to prevent buckling of individual truss web arNor chord Indonesia only. AUdigona0ampomry and permanent bracing Is atwsys requlred Mrstability and to prevent collapse with possible personal injury and properly damage, For general guidance re9aNthe 3.4 II hbdcarion, storage, delivery, eredlon and bracing ofbusses and truss systems we ANSIR li Ouelity Cri .DSB49and BCSIBuilding Component Salaty Imarmatlon available Mvm Tmss Plate Institute, 216 N. Lee Slrml, Suite 312, Alexandria, VA 22314. 77PGrwnbacktane Suite 109 Gtms Heights CA 956m 3-108 3-108 LOADING (psg SPACING- 2-0-0 CSI, DEFL. in (loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.01 C -D >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.19 VerICT) -0.02 C -D >999 180 BCLL (.0 Rep Stress lncr NO WB 0.01 HDrz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015rrP12014 Mabnx-MP Weight: 4716 FT=20% LUMBER- BRACING- TOPCHORD 2X4 DF No.186trG TOPCHORD 2-0-0 oc pudins: A -B, except end verticals. BOT CHORD 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) D=490/0-2-0, C=490/Mechanical Max Herz D=74(LC 7) Max Uplift 0=273(LC 4), C=273(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (I6) or less except when shown, NOTES- (12) 1) 2-plytruss to be connected togetherwith 16d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 Co. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are Considered equally applied to all plies, except g noted as from (17 or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=1I Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf, BCDL-6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and night exposed ; end vertical left and tight exposed; Lumber D01_=1.33 plate grip DOL=1.33 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live leads. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 10016 uplift at jant(s) except U=1 b) D=273, C=273. 10) Graphical pudin representation does not depict the sire or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other Connection device(s) shall be provided sufficient to support concentrated load(s) 693 lb down and 46216 up at 1-11-4 on bottom chum. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is wid unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pin Vert: A-13=60, C-0=20 Concentrated Loads Qb) Vert: E=693(6) BUTTE COUNTY BUILDING DIVISION APPROVED C 75435 EXP. 03/31/2018 July 27,2017 AWARNING-VeNydesignpaanaders andREAD NOTES OMNIS AND INCLUDED hams, REFERENCEPAGEMWQ3 nv.1"3R0f6 aEFOREUSE. Design valid for use an"t, MireMID connentars. Thla design he based only upon paramelem shown, and he hand Individual holding component, rwl e truss system. Betore use, the building designer mull verfy the applicability of design parameters and properly incerporate this design into the overall m buliiedeslgn. Bdng indicated is to prevent buckling of individual truss web arNor chord Indonesia only. AUdigona0ampomry and permanent bracing Is atwsys requlred Mrstability and to prevent collapse with possible personal injury and properly damage, For general guidance re9aNthe f. a1Te i.• IVTiog Il hbdcarion, storage, delivery, eredlon and bracing ofbusses and truss systems we ANSIR li Ouelity Cri .DSB49and BCSIBuilding Component Salaty Imarmatlon available Mvm Tmss Plate Institute, 216 N. Lee Slrml, Suite 312, Alexandria, VA 22314. 77PGrwnbacktane Suite 109 Gtms Heights CA 956m Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center late on joint unless x, Ail l4-1 /4 offsets are indicted. y 't-6-4-8 dimensions shown in ft-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury hs. Dimensions are in ft-in-sixteenths. of truss Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. diagonal or X-bracing, Is always required. See BCSI. TOP CHORDS m-2 c2a 2. Truss bracing must be designed by an engineer. For 0tfi 4 wide truss spacing, Individual lateral braces themselves WEBS 03' may require bracing, or alternative Tor I O W �, O bracing of should be considered. 2 0 O V 3. Never exceed the design (catling shown and never braced trusses. dyv°o stack materials on inadequately Or 0- 4. Provide copies "is truss design to the building For 4 x 2 orientation, locate cv-e c 3 css r designer, erection supervisor, property owner and plates 0- 'Ind' from Outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. S. Unless noted, oisture content f lumber software or upon request. ex exceed 19%atterwise shall not of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to x to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless Otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. output. Use Tor I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint 17. Install and load vertically unless indicated otherwise. number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSIrrPl1: National Design Specification for Metal 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Plate Connected Wood Truss Construction. " is not sufficient. DSB-89: Design Standard for Bracing. s BCSI: Building Component Safety Information, Take 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIRPI i Quality Criteria. Installing & Bracing of Metal Plate - Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Q < ■ • D o Z G) m = 7J m `c z r NN N m m m m z c c a m m Z 9 c .9 p r A 1 2: 00=6 4-00-001 -- AO AO A 3 A3 A 3 A03 A031 A03 A03 A 3 A03 A03 AM A3 A03 BUTTE COUNI`f A03 BU,L®, A 3 AO A 3 A03 A3 A04 Arden Garage 0617152 SYSTEMS PLUS LUMBER CO. Pa rad ise, CA