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HomeMy WebLinkAboutLA175894 - 20782 Greenwood Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: CO V E R S H E E T 20782 Greenwood Ave Concept Approval ONLYSubject to Field Inspection Inspector Date 2015 MN Bldg Code 11/27/2019dmathews NO T E S - S C H E D U L E S A N D L E G E N D S GE N E R A L N O T E S FO U N D A T I O N - B A S E M E N T BASEMENT FOUNDATION PLAN 1S T F L O O R P L A N 1ST FLOOR PLAN FAN FAN -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). BU I L D I N G S E C T I O N BU I L D I N G S E C T I O N FR O N T E L E V A T I O N LE F T E L E V A T I O N RI G H T E L E V A T I O N RE A R E L E V A T I O N Secure door closed until deck is constructed with a separate permit. RO O F P L A N ROOF PLAN co p y r i g h t : M U L H E R N & K U L P Str u c t u r a l E n g i n e e r i n g , I n c . c 10-21-19 NJM JTF 125-15003 Be n n e t t M o d e l Li n d e n R i d g e L o t 2 0 7 Mi d w e s t Z o n e - M N cop y r i g h t : M U L H E R N & K U L P Str u c t u r a l E n g i n e e r i n g , I n c . c 10-21-19 NJM JTF 125-15003 Be n n e t t M o d e l Li n d e n R i d g e L o t 2 0 7 Mi d w e s t Z o n e - M N UFER Ground cop y r i g h t : M U L H E R N & K U L P Str u c t u r a l E n g i n e e r i n g , I n c . c 10-21-19 NJM JTF 125-15003 Be n n e t t M o d e l Li n d e n R i d g e L o t 2 0 7 Mi d w e s t Z o n e - M N PFG PFG cop y r i g h t : M U L H E R N & K U L P Str u c t u r a l E n g i n e e r i n g , I n c . c 10-21-19 NJM JTF 125-15003 Be n n e t t M o d e l Li n d e n R i d g e L o t 2 0 7 Mi d w e s t Z o n e - M N cop y r i g h t : M U L H E R N & K U L P Str u c t u r a l E n g i n e e r i n g , I n c . c 10-21-19 NJM JTF 125-15003 Be n n e t t M o d e l Li n d e n R i d g e L o t 2 0 7 Mi d w e s t Z o n e - M N 5-1/4" hold down at door P:\C l i e n t F i l e s \ 1 2 5 - P u l t e C e n t r a l Z o n e \ M a s t e r C l i e n t a d m i n \ M a s t e r D e t a i l s \ C e n t r a l Z o n e M a s t e r F n d D e t a i l F i l e s \ M N C e n t r a l Z o n e - M a s t e r F o u n d a t i o n D e t a i l s - I - J s t . d w g , 4 / 2 8 / 2 0 1 7 8 : 3 5 : 2 1 A M , A n d r e w M o o r e , Mul h e r n & K u l p , D W F 6 e P l o t . p c 3 AD 42SB.1WS-01 SC. 1-1/2" = 1'-0" SIDING AND TRIM PER ELEVATION TYPICAL 2 STORY WALL SECTION w/ BASEMENT WS-02 SC. 1-1/2" = 1'-0" BRICK VENEER AND TRIM PER ELEVATION TYPICAL 2 STORY WALL SECTION w/ BASEMENT DS-01 SC. 1-1/2" = 1'-0" - VINYL SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-01a SC. 1-1/2" = 1'-0" - ENG. SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-02 SC. 1-1/2" = 1'-0" - VINYL SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL DS-02a SC. 1-1/2" = 1'-0" - ENG. SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL AD 41SB.1WS-01 SC. 1-1/2" = 1'-0" SIDING AND TRIM PER ELEVATION TYPICAL 1 STORY WALL SECTION w/ BASEMENT WS-02 SC. 1-1/2" = 1'-0" BRICK VENEER AND TRIM PER ELEVATION TYPICAL 1 STORY WALL SECTION w/ BASEMENT DS-01 SC. 1-1/2" = 1'-0" - VINYL SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-01a SC. 1-1/2" = 1'-0" - ENG. SIDING - IN-GRADE BASEMENT FOUNDATION INSULATION DETAIL DS-02 SC. 1-1/2" = 1'-0" - VINYL SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL DS-02a SC. 1-1/2" = 1'-0" - ENG. SIDING - DAYLIGHT/WALKOUT FOUNDATION INSULATION DETAIL ST A R T F R A M I N G H E R E 11 7 / 8 " B C I 4 5 0 0 @ 1 6 " O . C . CO N T I N U E F R A M I N G 11 7 / 8 " B C I 4 5 0 0 @ 1 9 . 2 " O . C . Co n n e c t o r S u m m a r y Pl o t I D Q t y M a n u f P r o d u c t F l a n g e H1 2 0 S i m p s o n I U S 1 . 8 1 / 1 1 . 8 8 N o n e Pr o d u c t s Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 1 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 6 ' 0 " 1 J2 - 2 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 6 ' 0 " 2 J3 1 6 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 0 ' 0 " 1 J4 - 2 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 8 ' 0 " 2 J5 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 1 J6 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 J7 4 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 6 ' 0 " 1 J8 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 4 ' 0 " 1 J9 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 0 ' 0 " 1 J1 0 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 8 ' 0 " 1 J1 1 6 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 4 ' 0 " 1 J1 2 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 ' 0 " 1 J1 3 3 1 1 - 7 / 8 " B C I ® 6 0 0 0 s - 1 . 8 1 8 ' 0 " 1 BB O 1 B e a m b y o t h e r s 4 0 ' 0 " 1 BB O 1 B e a m b y o t h e r s 1 8 ' 0 " 1 BB O 1 B e a m b y o t h e r s 1 4 ' 0 " 1 BB O 1 B e a m b y o t h e r s 8 ' 0 " 1 R1 1 8 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 K1 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 0 0 ' 0 " 1 P1 3 P o s t b y o t h e r s 8 ' 0 " 1 EN D JO I S T EN D JO I S T S T A I R W A Y D O U B L E E N D J O I S T D O U B L E E N D J O I S T NO T E : S P A C E J O I S T A S RE Q U I R E D F O R P L U M B I N G DR O P L O C A T I O N DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S 4' E X T E N S I O N OP T I O N SU N R O O M OP T I O N NO T E : O P T I O N MA S T E R B A T H ( S ) PL U M B I N G D R O P S FI E L D A D J U S T JO I S T O . C . ' s AS R E Q U I R E D NO T E : Jo i s t O n C e n t e r s C a n B e Fi e l d A d j u s t e d U p T o 3 " As N e e d e d F o r F l o o r F r a m i n g UN E X C A V A T E D K ITC H EN ISLAN D 6 0 0 0 J O I S T 6 0 0 0 J O I S T 6 0 0 0 J O I S T VE R I F Y : M E C H . CH A S E O P E N I N G RE Q U I R E M E N T S AD D D O U B L E J O I S T UN D E R F R O N T E D G E OF M O D E R N F I R E P L A C E WI T H S T O N E / T I L E O P T I O N (2 ) 1 1 - 7 / 8 " B C I 4 5 0 0 s x 1 8 ' P1 P1 P1 BB O BB O BB O BB O R 1 R 1 R 1 R 1 R 1 R1 R1 R1 R1 R1 K1 J 3 J 3 J 8 J 6 J 1 0 J 5 J 1 0 J 5 J 1 0 J 1 1 J 1 J 2 - 2 J1 1 J1 1 J 9 J 1 2 J 4 - 2 J1 1 J1 1 J 5 J1 1 J 6 J 6 H 1 H 1 H 1 H 1 H1 H1 H1 H1 H1 H1 H1 H1 H 1 H 1 H 1 H 1 H 1 H1 H1 H 1 1X 1X 1X 1X (4 ) J 3 19 . 2 " O . C . (3 ) J 1 3 19 . 2 " O . C . (4 ) J 7 19 . 2 " O . C . (1 0 ) J 3 19 . 2 " O . C . (1 1 ) J 1 16 " O . C . K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K 1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 K1 9' 9 1 / 2 " 6' 8 " 12 ' 8 " 19 ' 8 " 39 ' 0 " 6 4 ' 0 " 2 8 ' 1 0 " 1 4 ' 9 1 / 2 " 8 ' 4 1 / 2 " 1 2 ' 0 " 9' 1 0 1 / 2 " 1 ' 0 " 1 ' 0 " 1' 4 " SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.1-25-18 AE3-6-17 AE1-10-17 AERevisions:BY:By: MLB / AEFLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSF DEAD LOAD: 10/20 PSF FLOOR LOAD ACCOUNTS FOR TILE LOADS DESIGN = L/480 REFER TO STRUCTURAL DOCUMENTS FOR MORE DETAILS Sheet: 1 of 3File: BENNETT DWG: MAIN FLOORScale: 1/4" = 1' - 0"A PULTE HOMES MODEL by:Boise Cascade Lakeville, MN (952) 469-5900 Date: 10-07-15BC FRAMEROTHER ELEVATIONS CR2G, EC2G, NC2G &PR1A ARE SIMILAR.SEE HOUSE PLANS. Ba c k e r B l o c k s He a d e r Sin g l e j o i s t a s t r i m m e r a l l o w a b l e if s t r u c t u r a l l y a d e q u a t e F1 7 - B ve r t i c a l l o a d c a p a c i t y . Se e B o i s e l i t e r a t u r e f o r F0 7 - A Se e B o i s e l i t e r a t u r e f o r Na i l B o i s e R i m b o a r d na i l i n t o e a c h f l a n g e . to B C I j o i s t w i t h 8 d B o i s e R i m b o a r d ve r t i c a l l o a d c a p a c i t y . ® F0 7 (s t a c k e d o v e r w a l l b e l o w ) Lo a d b e a r i n g w a l l a b o v e Se e B o i s e l i t e r a t u r e f o r ve r t i c a l l o a d c a p a c i t y . BC I J o i s t B l o c k i n g ® F0 6 Bo i s e I - J o i s t c a n b e o f f s e t u p t o 3 " t o a v o i d v e r t i ca l p l u m b i n g . Jo i s t 3" m a x C L Jo i s t 3" m a x C L OJ - A cu t , n o t c h o r d r i l l f l a n g e s DO N O T DN 0 1 Ad d P r o d u c t s f o r S u n r o o m O p t i o n Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 7 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 2 ' 0 " 1 BB O 1 B e a m b y o t h e r s 1 2 ' 0 " 1 R1 2 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 K1 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 3 ' 0 " 1 EX I S T I N G J O I S T UN C H A N G E D DR O P B E A M BY O T H E R S AD D D O U B L E J O I S T UN D E R F R O N T E D G E OF M O D E R N F I R E P L A C E WI T H S T O N E / T I L E O P T I O N (2 ) 1 1 - 7 / 8 " B C I 4 5 0 0 s x 1 8 ' BB O R 1 R 1 (7 ) J 1 19 . 2 " O . C . K1 K1 K1 K1 K1 12 ' 0 " 27 ' 0 " 1 0 ' 0 " 1 ' 2 1 / 4 " De d u c t P r o d u c t s f r o m B a s e E l e v a t i o n Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 4 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 6 ' 0 " 1 J3 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 0 ' 0 " 1 J5 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 1 J6 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 Ad d P r o d u c t s f o r G a t h e r i n g E x t & S u n r o o m O p t Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 4 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 4 0 ' 0 " 1 J2 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 4 ' 0 " 1 J3 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 0 ' 0 " 1 J4 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 2 ' 0 " 1 J5 7 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 2 ' 0 " 1 J6 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 6 ' 0 " 1 BB O 1 B e a m b y o t h e r s 2 8 ' 0 " 1 R1 2 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 K1 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 5 ' 0 " 1 P1 1 P o s t b y o t h e r s 8 ' 0 " 1 EX I S T I N G J O I S T UN C H A N G E D EX I S T I N G J O I S T UN C H A N G E D DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S AD D D O U B L E J O I S T UN D E R F R O N T E D G E OF M O D E R N F I R E P L A C E WI T H S T O N E / T I L E O P T I O N (2 ) 1 1 - 7 / 8 " B C I 4 5 0 0 s x 1 8 ' P1 BB O R 1 R 1 R 1 J 1 J 1 J 1 J 4 J 3 J 3 J 2 J 6 J 3 J 1 (7 ) J 5 19 . 2 " O . C . K1 K1 K1 K1 K1 12 ' 6 1 / 2 " 14 ' 5 1 / 2 " 12 ' 0 " 1 0 ' 0 " 6 ' 0 " 4 ' 0 " 1' 4 " 1 ' 2 1 / 4 " De d u c t P r o d u c t s f r o m B a s e E l e v a t i o n Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 6 ' 0 " 1 J3 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 0 ' 0 " 1 J5 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 1 J6 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 Ad d P r o d u c t s f o r G a t h e r i n g E x t e n s i o n O p t i o n Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 4 0 ' 0 " 1 J2 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 4 ' 0 " 1 J3 3 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 0 ' 0 " 1 J4 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 2 ' 0 " 1 J5 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 6 ' 0 " 1 BB O 1 B e a m b y o t h e r s 1 6 ' 0 " 1 R1 1 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 K1 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 8 ' 0 " 1 EX I S T I N G J O I S T UN C H A N G E D EX I S T I N G J O I S T UN C H A N G E D DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S DR O P B E A M BY O T H E R S AD D D O U B L E J O I S T UN D E R F R O N T E D G E OF M O D E R N F I R E P L A C E WI T H S T O N E / T I L E O P T I O N (2 ) 1 1 - 7 / 8 " B C I 4 5 0 0 s x 1 8 ' BB O R 1 R 1 J 5 J 1 J 1 J 4 J 3 J 3 J 2 J 5 J 3 J 1 K1 K1 K1 12 ' 6 1 / 2 " 15 ' 0 " 11 ' 5 1 / 2 " 4 ' 0 " 1' 4 " 1' 4 " Sheet: 2 of 3DWG: OPTIONSFile: BENNETTBy: MLB / AEDate: 10-07-15Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODEL by:Boise Cascade Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.1-25-18 AE3-6-17 AE1-10-17 AERevisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSF DEAD LOAD: 10/20 PSF FLOOR LOAD ACCOUNTS FOR TILE LOADS DESIGN = L/480 REFER TO STRUCTURAL DOCUMENTS FOR MORE DETAILS Su n r o o m M a i n F l o o r 4 F t E x t e n s i o n M a i n F l o o r ALL OPTIONS AT REAR APPLY TO ALL ELEVATIONS.SEE HOUSE PLANS. Un u s e d Su n r o o m & 4 ' E x t e n s i o n M a i n F l o o r De d u c t P r o d u c t s f r o m B a s e E l e v a t i o n Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J3 7 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 3 0 ' 0 " 1 J7 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 6 ' 0 " 1 Ad d P r o d u c t s f o r F l e x O p t i o n Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 7 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 4 4 ' 0 " 1 BB O 1 B e a m b y o t h e r s 1 0 ' 0 " 1 K1 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 9 ' 0 " 1 P1 1 P o s t b y o t h e r s 8 ' 0 " 1 D O U B L E E N D J O I S T EN D JO I S T D O U B L E E N D J O I S T S T A I R W A Y EN D JO I S T ST E E L B E A M BY O T H E R S EX I S T I N G J O I S T UN C H A N G E D ST E E L B E A M BY O T H E R S EX I S T I N G J O I S T UN C H A N G E D NO T E : D E L E T E OF F S E T B A S E J O I S T DR O P B E A M BY O T H E R S P1 BB O (7 ) J 1 19 . 2 " O . C . K1 4 3 ' 7 1 / 2 " 19 ' 8 " Ad d P r o d u c t s f o r L o f t F l o o r O p t i o n Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s J1 5 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 8 ' 0 " 1 J2 - 2 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 8 ' 0 " 2 J3 6 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 1 J4 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 1 0 ' 0 " 1 J5 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 6 ' 0 " 1 J6 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 4 ' 0 " 1 B1 - 2 2 1 - 3 / 4 " x 1 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 1 2 ' 0 " 2 B2 1 1 - 3 / 4 " x 1 1 - 7 / 8 " V E R S A - L A M ® 2 . 0 3 1 0 0 S P 6 ' 0 " 1 B3 1 B e a m b y o t h e r s 1 2 ' 0 " 1 R1 5 1 - 1 / 8 " x 1 1 - 7 / 8 " B C R I M B O A R D O S B 1 2 ' 0 " 1 P1 2 P o s t b y o t h e r s 1 0 ' 0 " 1 Ad d C o n n e c t o r s f o r L o f t F l o o r O p t i o n Pl o t I D Q t y M a n u f P r o d u c t F l a n g e H1 1 5 S i m p s o n I U S 1 . 8 1 / 1 1 . 8 8 N o n e H2 1 S i m p s o n H U S C 4 1 2 R e v e r s e E N D J O I S T S T A I R W A Y D O U B L E E N D J O I S T EN D JO I S T EN D JO I S T DR O P B E A M BY O T H E R S (2 ) F L U S H L V L (1 ) F L U S H L V L P1 P1 B1 - 2 B3 B2 R 1 R1 R1 J 2 - 2 J 4 J 4 J 5 J 5 J6 J6 H1 H1 H 2 H 1 H1 H1 1X 1X H1 H1 H1 (5 ) J 1 19 . 2 " O . C . (6 ) J 3 19 . 2 " O . C . 21 ' 8 1 / 2 " De d u c t P r o d u c t s f o r L o f t F l o o r O p t i o n Pl o t I D N e t Q t y P r o d u c t Le n g t h P l i e s J3 6 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 1 De d u c t C o n n e c t o r s f o r L o f t F l o o r O p t i o n Pl o t I D Q t y M a n u f P r o d u c t F l a n g e H1 6 S i m p s o n I U S 1 . 8 1 / 1 1 . 8 8 No n e Ad d P r o d u c t s f o r L o f t w / 3 C a r G a r a g e O p t Pl o t I D N e t Q t y P r o d u c t L e n g t h P l i e s J1 - 2 1 2 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 2 6 ' 0 " 2 B1 1 G i r d e r T r u s s b y o t h e r s 2 2 ' 0 " 1 K1 1 1 1 - 7 / 8 " B C I ® 4 5 0 0 s - 1 . 8 7 ' 0 " 1 Ad d C o n n e c t o r s f o r L o f t w / 3 C a r G a r . Pl o t I D Q t y M a n u f P r o d u c t F l a n g e H1 6 S i m p s o n I U S 3 . 5 6 / 1 1 . 8 8 N o n e S T A I R W A Y DR O P B E A M BY O T H E R S EN D JO I S T (1 ) F L U S H L V L D O U B L E E N D J O I S T E N D J O I S T EN D JO I S T (2 ) F L U S H L V L RE L O C A T E B E A M @ 3 C A R G A R . O P T G I R D E R T R U S S B Y O T H E R S B 1 H1 H 1 H 1 H 1 H 1 H 1 1X 1X (6 ) J 1 - 2 19 . 2 " O . C . K1 26' 3 1/2" 21 ' 8 1 / 2 " Sheet: 3 of 3DWG: OPTIONSFile: BENNETTBy: MLB / AEDate: 10-07-15Scale: 1/4" = 1' - 0"BC FRAMERA PULTE HOMES MODEL by:Boise Cascade Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.1-25-18 AE3-6-17 AE1-10-17 AERevisions:BY:FLOOR LOADS USED IN DESIGN:LIVE LOAD: 40 PSF DEAD LOAD: 10/20 PSF FLOOR LOAD ACCOUNTS FOR TILE LOADS DESIGN = L/480 REFER TO STRUCTURAL DOCUMENTS FOR MORE DETAILS Fl e x 2 M a i n F l o o r Lo f t w - B e d 4 U p p e r F l o o r ALL OPTIONS SHOWN APPLY TO ALL ELEVATIONS.SEE HOUSE PLANS. Lo f t w / 3 C a r G a r a g e O p t Un u s e d 6" D (s e e t a b l e b e l o w ) D (s e e t a b l e b e l o w ) Min i m u m s p a c i n g = 2 x g r e a t e s t d i m e n s i o n of l a r g e s t h o l e ( k n o c k o u t s e x e m p t ) Do n o t c u t h o l e s la r g e r t h a n 1 1 /2 " ro u n d i n c a n t i l e v e r s . A 1 1 /2 " r o u n d h o l e m a y b e cu t a n y w h e r e i n t h e w e b . Pr o v i d e a t l e a s t 3 " o f cle a r a n c e f r o m o t h e r h o l e s . 6" 6" 6" 6" No h o l e s ( e x c e p t k n o c k o u t s ) all o w e d i n b e a r i n g z o n e s 2x _ l e d g e r . Ro o f S p a n 2'- 6 " 2'- 0 " BC I ® Jo i s t b l o c k i n g W o o d S t r u c t u r a l Pa n e l C l o s u r e Dr y w a l l C e i l i n g o r W o o d S t r u c t u r a l Pa n e l S o f f i t Ba c k S p a n M a x i m u m 1 /3 B a c k S p a n No t t o e x c e e d 4 ' - 0 " W o o d b a c k e r b l o c k Se e p a g e 6 o f W e s t e r n Sp e c i f i e r G u i d e 3 1 /2 " m i n . be a r i n g Ba c k S p a n M a x i m u m 1 /3 B a c k S p a n no t t o e x c e e d 4'- 0 " BC I ® Jo i s t blo c k i n g 2x 8 m i n i m u m Mi n i m u m 1 1 /2 T i m e s Ca n t i l e v e r L e n g t h Se c t i o n V i e w 2x C l o s u r e See Note 3 1 /3 Depth 1 /3 Depth1/3 Depth 1 /3 S p a n 1 /3 Span En d B e a r i n g Intermediate Bearing 18'14'Hangers not shown for clarity D O N O T b e v e l c u t V E R S A - L A M ® b e y o n d i n s i d e f a c e o f w a l l w i t h o u t a p p r o v a l f r o m B o i s e C a s c a d e E W P E n g i n e e r i n g o r B C C A L C ® s o f t w a r e a n a l y s i s . 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