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HomeMy WebLinkAboutLA168464 - 8826 191st Ct Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION CITY OF LAKEVILLE BUILDING INSPECTIONS DEPARTMENT 20195 HOLYOKE AVENUE LAKEVILLE, MN 55044 952-985-4440 Office Use Only __________________ Permit Number ___________________ Received By ___________________ Date Received ___________________ Fee Total SITE ADDRESS: MAILING ADDRESS: CITY: STATE: ZIP: JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________ LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________ ESTIMATED VALUATION: PROPOSED START DATE: END DATE: (New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION: APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED) PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License) RESIDENT OWNER NAME:_______________________________________________________________________________ HOME PHONE #:_____________________________ CELL PHONE:___________________________ GENERAL CONTRACTOR Homeowner Contractor CONTRACTOR:_______________________________________________________________________ LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE) OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ PLUMBING WORK Homeowner Contractor CONTRACTOR:__________________________________________LICENSE #: PM______________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ MECHANICAL WORK Homeowner Contractor CONTRACTOR:________________________________________ _______________________________ OFFICE PHONE #:_____________________________ CELL PHONE:___________________________ ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________ BOND #:_______________________________________ EXPIRATION DATE____________________ SEWER/WATER CONTRACTOR New Construction Only NAME:________________________________________________ ______________________________ HOME PHONE _____________________________ CELL PHONE:______________________________ BOND #:_______________________________________ EXPIRATION DATE____________________ INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN. NAME OF APPLICANT (Please Print)DATE APPLICANT’S SIGNATURE: www.lakevillemn.gov RESIDENTIAL 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: Garage Flr Drain C o n c e p t A p p r o v a l O N L Y S u b j e c t t o F i e l d I n s p e c t i o n I n s p e c t o r D a t e 2 0 1 5 M N B l d g C o d e 0 5 / 0 1 / 2 0 1 9 s h u t c h i n s 7 5 4 4 . 5 " o f B r g . U F E R G r o u n d - P r o v i d e 2 0 ' R e b a r i n f o o t i n g a n d s t u b u p n e a r e l e c t r i c a l s e r v i c e p a n e l . ·················· 7 7 5 5 P F H P F H S e e T a l l W a l l D e t a i l P g . T W 1 7 7 5 3 3 . 5 3 . 7 5 9 9 4 4 4 4 5 5 ·················· 4 4 3 5 5 4 4 4 5 5 C O S m o k e C O Dining Room - Tall Wall - All Elevations PlotID Length Product Plies Net Qty 18' 0"1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 13 14' 0"1 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 3 TSHd1 4' 0"3 1/2" x 5 1/2" 1.3E TimberStrand® LSL 1 6 10' 0"2 X 6 SPF No.2 1 6 8' 0"2 X 6 SPF No.2 1 6 4' 0"2 X 6 SPF No.2 1 18 2' 0"2 X 6 SPF No.2 1 30 3 1 /2 " 13' 6 1/2" 1 8 ' 2 7 /8 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3 1 /2 " TSHd1 TSHd1TSHd1 TSHd1TSHd1 TSHd1 13' 6 1/2" 1 8 ' 2 7 /8 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " 3' 0 1/2" 6 ' 0 1 /2 " A A TSHd1 *ALL WALL TOP/BOTTOM PLATES TOBETIMBERSTRAND®LSL TO MATCH WALL WIDTH. B B DINING ROOM - ALL ELEVATIONS DEFLECTION L/180 A B (3) 1 1/2" x5 1/2"1.3E TIMBERSTRAND® LSL CONNECT W/ (5) 16d NAILS @ TOP/BOTTOM PLATES. (2) 1 1/2" x5 1/2"1.3E TIMBERSTRAND® LSL CONNECT W/ (4) 16d NAILS @ TOP/BOTTOM PLATES. 3 1/2" x 5 1/2" 1.3E TIMBERSTRAND® LSL HEADER (PLANK) W/ (1) TRIMMER PER SIDE. CONNECT W/ (3) 16d NAILS PER SIDE. TYPICAL FRAMING: (1) 1 1/2" x5 1/2"1.3E TIMBERSTRAND® LSL STUD @ 16" O.C. CONNECT W/ (3) 16d NAILS @ TOP/BOTTOM PLATE. ATTACH ROOF TRUSS TO TOP PLATE WITH (1) A23 SIMPSON STRONG-TIE® @ 2'-0" O.C. IN ADDITION TO ANY CONNECTIONS REQUIRED BY TRUSS MANUFACTURER. Simpson A23 Clips Qty -8 THINK SAFETY- READ INSTALLATION INFORMATION BEFORE PROCEEDING ALL DIMENSIONS SHOWN ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE DEALER/ BUILDER TO VERIFY ALL DIMENSIONS. ATTACH BOTTOM PLATE TO RIM, FLOOR FRAMING AND/OR BLOCKING W/ (2) ROWS OF 16d PNEUMATIC NAILS @ 8" O.C. LOADS MUST BE TRACKED TO FOUNDATION BY DESIGNER OF RECORD. TRIMMERS, CRIPPLES, AND BLOCKING 10' OR LESS IN LENGTH MAY BE REPLACED WITH SPF/HF No.2 OR BETTER (BY OTHERS). iLevel prepared these placement plans for the specification of iLevel products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes. The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project. Copyright 2009 Weyerhaeuser NR Company. All rights reserved. Any unauthorized copying or reproduction will constitute an infringement of copyright. L E N N A R - M N 6 0 1 3 - C L E A R W A T E R A L L E L E V A T I O N S D r a w n B y : M i k e Z . C h e c k e d B y : D a t e : A l a n G . 8 /1 4 /2 0 1 2 A r c h i t e c t u r a l D r a w i n g s P r e p a r e d B y : L E N N A R C O R P S t r u c t u r a l D r a w i n g s P r e p a r e d B y : 8 /2 0 1 3 S p e c i f i c a t i o n T e a m s e r v i c e .r e q u e s t @ w e y e r h a e u s e r .c o m (8 8 8 ) 4 5 3 -8 3 5 8 . . . . . . . . w w w .w o o d b y w y .c o m R e v . 1 B y D a t e M i k e Z . 8 /1 4 /1 2 T o d d K . 1 0 /3 /1 3 2 J L H 1 1 -2 8 -1 8 C o m m e n t s O r i g i n a l S e r v i c e S R -1 8 3 4 3 5 A d d e d E l e v a t i o n F U p d a t e d w i n d o w s i l l s a n d c l i p s t o S i m p s o n R12-155192 SR-199569 Sheet TW1 W e y e r h a e u s e r p r e p a r e d t h e s e p l a c e m e n t p l a n s f o r t h e s p e c i f i c a t i o n o f T r u s J o i s t p r o d u c t s b a s e d o n p r o j e c t i n f o r m a t i o n p r o v i d e d t o u s . T h i s s e r v i c e i s s o l e l y i n t e n d e d f o r p r o d u c t a p p l i c a t i o n a s s u r a n c e ; a n d , i s n o t i n t e n d e d t o c i r c u m v e n t t h e n e e d f o r a d e s i g n p r o f e s s i o n a l a s d e t e r m i n e d b y t h e b u i l d i n g c o d e s . T h e d e s i g n e r o f r e c o r d a n d /o r b u i l d e r /f r a m e r i s r e s p o n s i b l e t o a s s u r e t h e s e d r a w i n g s a r e c o m p a t i b l e w i t h t h e o v e r a l l p r o j e c t . C o p y r i g h t 2 0 0 9 W e y e r h a e u s e r N R C o m p a n y . A l l r i g h t s r e s e r v e d .A n y u n a u t h o r i z e d c o p y i n g o f r e p r o d u c t i o n w i l l c o n s t i t u t e a n i n f r i n g e m e n t o f c o p y r i g h t . WALL DESIGN ASSUMPTIONS 1)DESIGN APPLICATIONS ARE LIMITED TO VERTICAL LOADS, AND TO LATERAL WIND LOADS THAT ARE PERPENDICULAR TO THE WALL FRAMING ONLY (TALL WALL WAS NOT CHECKED OR DESIGNED AS A SHEAR WALL) 2)MEMBER DESIGN AND LATERAL SUPPORT REQUIREMENTS FOR BENDING ARE BASED ON NATIONAL DESIGN SPECIFICATION® (NDS®) 2001 3)DESIGN ASSUMES STRUCTURAL SHEATHING ON ONE SIDE OF THE WALL, OR A COMBINATION OF GYPSUM WALLBOARD AND NON- STRUCTURAL SHEATHING OR SIDING APPLIED TO EACH SIDE OF THE WALL, OR EQUIVALENT 4) BLOCK/ BRACE ALL FRAMING VERTICALLY EVERY 8'-0" O.C. 5)BLOCK DOWN ALL COLUMN/ TRIMMER LOADS AT RIMBOARD LOCATION 6)WALL REINFORCEMENT IS REQUIRED AT ALL LIFT POINTS TO ENSURE WALL STABILITY DURING CONSTRUCTION 7) TYPICAL STUD FRAMING FOR WALLS WITH FLEXIBLE FINISHES ARE DESIGNED AT L/120 DEFLECTION CRITERIA. THE MATERIAL SUPPORTING WINDOWS IN THESE WALLS ARE DESIGNED AT L/180 DEFLECTION CRITERIA. 8) TRIMMERS TO BE CONNECTED PER MULTIPLE MEMBER CONNECTIONS (SEE DETAIL TO RIGHT) 9) ALL WALL TOP AND BOTTOM PLATES TO BE TIMBERSTRAND® LSL TO MATCH WALL WIDTH (U.N.O.) MULTIPLE MEMBER CONNECTIONS 2 PLY 3 PLY 4 PLY USE 16d (0.131" x 314") PNEUMATIC NAILS 4 PLY ALTERNATE: 2 ROWS, 12" DIAMETER BOLTS AT 8" ON-CENTER * MULTIPLE MEMBER CONNECTION MAY VARY DEPENDING ON APPLICATION SEE WALL LAYOUT FOR ALTERNATE NAILING PATTERN IF APPLICABLE P5L13P6 Header to column Header Column Column to Top Plate Framing angles as required Trimmer Stud (s) Plate width must equal wall thickness to provide lateral bracing. (Plate not required if header width equals the wall thickness.) Trimmer stud (s) Double top plate Framing angles as required Solid blocking is required if column and trimmer studs do not extend to sill plate Blocking panel as required Trimmer stud (s) Framing angles as required Rimboard Sill Plate Sole plate Column Column to Bottom Plate A notch and hole shall not occur in the same cross section Maximum diameter: *138" for 312" thick walls *2316" for 512"-1114" thick walls Maximum notch: One hole may be cut anywwhere along the length of the stud or column but must be at least 58" from the edge.One notch may be cut anywhere except the middle 13 of the length of the stud or column. *78" for 312" thick walls *138" for 512"-1114" thick walls 58" Minimumedge distance L/3 L/3 L/3 Allowable Holes and Notches *Note: Field skewable framing angles required for sloped top plate connections WB2 Connection of double top plate to outlooker must be designed to tranfer lateral load to roof. Connect outlooker to double top plate with angle clip (565 lbs min. for Load 1) at 24" o.c. 2x_ outlooker Continuous tall-wall framing (from sill plate to top plate) 4" o/c nailing required from sheathing to outlooker Blocking between outlookers as required Connect outlooker to truss with (2) 16d nails for 2x4, (3) 16d nails for 2x6 or 2x8 2' max WB3 Loads must be tracked to foundation by designer of record Trusses by others at 24" on center Connect truss to double top plate with one angle clip (545 lbs min. for Load 2) at 24" o.c. Gable end wall 2x_ solid sawn angle braces to connect double top plate to roof @ 2'-0" o.c. along length of wall fit snug between the two bays. Connect with (3) 16d nails. 2x_ solid sawn connected to top of bottom chord with (3) 16d nails at 2'-0" o.c. along length of wall, back 8'-0" Wall bracing is necessary if double top plate is not attached directly to the roof/floor diaphragm. 25° to 45° Member Orientation Plate width must equal wall thickness to provide lateral bracing (plate not required if header equals wall thickness) CODE: IBC/IRC SNOW LOAD:35 PSF DEAD LOAD:20 PSF EXPOSURE/WIND LOAD: B WIND SPEED: 90 MPH CONNECTIONS: BASED ON .5 SPECIFIC GRAVITY DESIGN PARAMETERS PDF created with pdfFactory Pro trial version www.pdffactory.com iLevel prepared these placement plans for the specification of iLevel products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes. The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any unauthorized copying of reproduction willconstitute an infringement of copyright.Architectural Drawings Prepared By:LENNARStructural Drawings Prepared By:7/23/12 LENNAR - MN 6013 - CLEARWATER ELEVATION A, B, D, E & F Rev.8ByDateJLH10-26-18CommentsUSP to Simpson hgrs, adjust garage hdr on A/DDrawn By:Mike Z.Checked By:Date:Alan G.8/13/2012 R12 -155192 SR-182934 S heet 1 of 3Central Division - Technical Support centralservicerequest@weyerhaeuser.com 1-888-453-8358........w w w . i L e v e l . c o m Dr i v e n a i l s a t a n an g l e t o m i n i m i z e sp l i t t i n g o f p l a t e On e 1 0 d ( 3 " ) b o x n a i l e a c h si d e o f m e m b e r a t b e a r i n g , 1 1 2 " m i n i m u m f r o m e n d Se e f r a m i n g p l a n ( i f a p p l i c a b l e ) or i L e v e l ® Fr a m e r ' s P o c k e t Gu i d e f o r m i n i m u m e n d a n d in t e r m e d i a t e b e a r i n g l e n g t h s . TJ I ® JO I S T N A I L I N G R E Q U I R E M E N T S a t B E A R I N G 1 3 4 " m i n i m u m b e a r i n g a t en d s u p p o r t ; 3 1 2 "m i n i m u m at i n t e r m e d i a t e s u p p o r t TJ I ® J o i s t t o B e a r i n g P l a t e Sh e a r t r a n s f e r : C o n n e c t i o n s e q u i v a l e n t t o fl o o r p a n e l n a i l i n g s c h e d u l e On e 8 d ( 2 1 2 ") b o x na i l e a c h s i d e . Dr i v e n a i l s a t a n an g l e a t l e a s t 1 1 2 " fr o m e n d . Sq u a s h B l o c k s t o T J I ® J o i s t (L o a d b e a r i n g w a l l a b o v e ) On e 1 0 d ( 3 " ) b o x n a i l in t o e a c h f l a n g e 10'-0" 11'-6"1'-0"1'-0"1'-0" 1'-0" 9'-0"9'-0"6'-0"3'-0"1'-0" 1'-0"1'-0"360 1'-0"12'-0"17"13"15'-6"15'-6"SQUARE OR RECTANGULAR HOLE SIZEM i n i m u md i s t a n c ef r o me d g eo fh o l et oi n s i d ef a c eo fn e a r e s ti n t e r m e d i a t eo rc a n t i l e v e rs u p p o r t 16'-0"15'-6"21'-0"20'-6"18'-0"17"17'-0"DO NOT cut, notch or drill holes in headers except as indicated in illustrations and tables.For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist.Distances are based on the maximum uniform loads shown in current iLevel® product guides. For other load conditions or hole configurations contact your iLevel® representative.15"8" 10"6"4" 12"17"15"12"10"8"6"4"16'-0"15'-6"Holes may be located vertically anywhere within the web. Leave 1 8 " of web (minimum) at top and bottom of hole.Knockouts are located in web at approximately 12" on-center; they do not affect hole placement.1'-0"1'-0"1'-0"1'-0"Rectangular holes based on measurement of longest side.18"20"1'-0"5605603603601'-0"1'-0"1'-0"1'-0" 1'-6"1'-0"2'-0"3'-0"3'-0"6'-0"6'-0"12'-0"5'-6"16'-6"11'-0"15'-0"10'-0"6'-0"9'-0"6'-0"3'-0"1'-6"4'-0"1'-0"1'-0"1'-0"1'-0"16'-6"18'-0"16'-6"14'-0"8'-6"7'-0"9'-0"11'-6" 16'-6"12'-6"14'-6"19'-6"17'-6'19'-0"20'-0"19'-6"10'-0"17"11'-0"13"10'-6"ROUND HOLE SIZETable B - Intermediate or Cantilever Support 10'-6"9'-6"15'-0"13'-6"4'-0" 8'-0"2'-6"230 3'-0"1'-0"1'-0"1'-0"1'-0"3'-0"3'-0"1'-0"1'-0"4'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"16"14"230 5603601'-0"1'-0"1'-0"230 560 2103601'-0"1'-0"1'-0"1'-0"11 7 8 "1'-0"230 360 110 2105602'-0"1'-0"1'-6"360 2101103'-0"1'-0"1'-0"9'-0"5'-0"1'-0" 2'-6"1'-0"1'-0"1'-0"1'-6"2'-6"3'-0"1'-0"1'-0"1'-6"2'-0"1'-0"5'-6"5'-6"3'-0"11'-0"10'-0"4'-0"7'-0"6'-6"6'-6"10'-0"13'-6"12'-6"5'-6"9'-6"3'-0"8'-6"5'-6"2'-6" 5'-0"4'-0"1'-0"4'-6"7'-0"2'-0"8'-0"5'-6"2'-0"1'-6"4'-6"4'-0"9'-0"9'-6"11'-0"4'-6"12'-0"8'-0"9'-0"8'-0"6"3"1'-0"1'-0"1'-0"1'-0"1'-0"2'-6"2'-6"DEPTH 9 1 2 "TJI ®2101102"2'-0"1'-6"18"20"1'-0"360 560 5603601'-0"1'-0"1'-0"560 1'-0"4"4"3'-6"3'-0"6 1 2 "7'-6"7'-6"8 7 8 "1 1 "1'-0" 2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"8"10"1'-0"10'-0"5'-0"11'-0"5'-0"1'-0"2'-0"7'-0"7'-0"3'-0"12"6'-6"15"7'-6"3'-0"2'-6" 4'-6"4'-6"2'-0"1'-6"3'-6"2'-6"1'-0"1'-0"1'-0"3'-0"1'-0"1'-0"2'-0"4'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"1'-0"3'-0"3'-0"1'-0"1'-0"12'-6"6'-0"2'-0" 10'-0"10'-6"13'-6"12'-0"10'-6"14'-6"13'-0"1'-0"3'-6"2'-0"5'-0"9'-0"7'-6"1'-0"5'-0"4'-0"2'-6" 6'-0"4'-6"10'-0"9'-0"13'-0"16'-0"14'-6"13'-0"12'-6"15'-0"14'-0"9'-6"12'-0"11'-0"10'-0"10'-0"8'-0"3'-6"5'-0"1'-0"6'-0"9'-6"5'-0"10'-6"5'-6"3'-0"2'-6"8'-0"7'-6"6'-6"12'-0"9'-0"9'-0"1'-0"6"1'-6"1'-0"1'-0"3"1'-0"3'-0"2'-6"2'-0"1'-6"2"1'-0"1'-0"1'-0"1'-0"1'-0"4"4'-0"3'-6"4"6 1 2 "7'-0"6'-6"11"8 7 8 "10'-0"12'-0"11'-6"11'-0"10'-0"5'-0"6'-6"4'-0"2'-6"11'-0"9'-6"8'-0"1'-0"8"1'-6"10"13'-6"14'-6"14'-6"14'-0"12'-6'11'-0"15"12"13"11'-0"10'-6"SQUARE OR RECTANGULAR HOLE SIZE 13"6'-0"6'-6"ROUND HOLE SIZEM i n i m u md i s t a n c ef r o me d g eo fh o l et oi n s i d ef a c eo fn e a r e s te n ds u p p o r t 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"1'-6"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"560 16"14"1'-0"360 210 230560 1'-0"1'-0"1'-0"210 2301101'-0"1'-0"1'-0"11 7 8 "9 1 2 "110 230 3602101'-0"1'-0"1'-0"1'-0"110 230 3602101'-0"1'-0"1'-6"1'-0"8'-0"1'-6" 3'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"8'-0"5'-6"1'-6"2'-0"6'-0"3'-6"4'-0"9'-0"3'-0"3'-6"2'-6"6'-0"6'-6"5'-0"1'-0"1'-0"1'-6"1'-0"1'-0"2'-6"2'-0"1'-6"2'-0"2'-6"3'-0"2'-0"4'-0"3'-6"2'-6"3'-0"5'-0"6'-0"7'-0"5'-6"Table A - End Support 3"DEPTH TJI ®2" 4"8 7 8 "1 1 "1'-6"2'-0"1'-0"2'-6"2'-0"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"5'-0"3'-6" 8'-0"2'-6"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"3'-6"1'-0"1'-0"1'-0"2'-0"2'-0"1'-6"9'-6"8'-0"9'-0"8'-0"10'-0"7'-0"6'-6"9'-0"9'-0"8'-6"8'-0"7'-0"6'-0"6'-6"1'-6"2'-6"2'-0"2'-0"2'-6"4'-0"3'-0"3'-0"3'-6"3'-0"2'-6"2'-6" 3'-6"5'-0"4'-6"4'-0"7'-6"7'-0"6'-6"6'-0"3"2" 4"11"8 7 8 " Al s o s e e d e t a i l B 2 6 1 2 "5'-0"5'-0"5'-6"6'-0"2'-6"3'-0"4'-6"2'-6"1'-0"1'-6"1'-0"2'-6"1'-0"1'-0"2'-6"5'-0"1'-0"1'-0"6 1 2 "4'-6"5'-0"5'-0"5'-6"5'-0"5'-6"6'-6"4'-6"3'-6"4'-0"4'-0"6'-6"3'-0"2'-6"5'-6"7'-0"5'-0"4'-0"3'-0"3'-6"5'-0"2'-6"1'-6"2'-0"1'-0"3'-0"1'-0"1'-0"3'-0"5'-6"1'-0"1'-0"5'-6"5'-6"6'-6"4'-6"4'-0"4'-6"5'-0"7'-0"3'-6"3'-6"6'-6"7'-6"6'-0"5'-0"5"5"7"7"1'-0"1'-0"1'-0"5"4'-0"4'-6"2'-6"3'-0"6'-6"5'-6"1'-0"5'-6"3'-6"3'-6"3'-6"1'-0"2'-0"1'-0"1'-0"1'-0"1'-0"5'-0"7"4'-0"3'-0"2'-0"3'-6"4'-0"3'-6"1'-0"6'-6"6'-0"5'-6"7'-6"2'-6"8'-6"5'-0"7"5"5'-6"6'-6"3'-6"2'-6"5'-6"4'-0"4'-0"2'-0"7'-0"5'-6"5'-0"7'-0"2'-6"8'-0"7'-6"4'-6"4'-0"6'-0"8'-0"11'-0"6'-0"9'-6"8'-6"10'-0"11'-0"5'-6"7'-6"8'-6"10'-0"6'-0"7'-0"7'-0"5"1'-0"1'-0"1'-0"1'-0"7"1'-0"1'-0"1'-0"1'-0"5" 7"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"3'-0"4'-0"5"1'-0"1'-0"1'-0"1'-0"1'-6"1'-0"1'-0"1'-0"7" 5"1'-0"1'-0"3'-6"1'-6" 6'-6"4'-0"6'-0"8'-6"7"1.3E TimberStrand ®LSL allowed hole zone d dMicrollam®LVL and Parallam ® PSL allowed hole zone middle 1 3 span1.3E TimberStrand ®LSL hole zoneMicrollam®LVL and Parallam ®PSL hole zone 2 x diameter of the largest hole (minimum)d13depth 1"2"1 3 4 "MAXIMUM ROUND HOLE SIZEHEADER DEPTH 4 3 8 "7 1 4 "t o2 0 "5 1 2 "See illustration for Allowed Hole ZoneOther iLevel ®Trus Joist ®Headers and Beams1.55E TimberStrand ®LSL Headers and BeamsALLOWABLE HOLES - Headers and Beams 1 3 depth2 x diameter of the largest hole (minimum)2 x diameter of the largest hole (minimum)Allowed hole zone 8"8"See illustration for allowed hole zone1114"-11 7 8 "14" to 16"9 1 4 "-9 1 2 "HEADER DEPTHMAXIMUM ROUND HOLE SIZE 3 5 8 "4 5 8 "3"No holes in headers or beams in plank orientation.Round holes onlyGeneral Notes General Notes No holes in headers or beams in plank orientation.A l l o w e dh o l ez o n es u i t a b l ef o r uniformly loaded headers and beams only.Round holes only No holes in cantilevers. BE A M A T T A C H M E N T a t B E A R I N G Th i s s h e e t is i n t en de d a s a s up p le m en tt o th e iL e v e l ® F r a m e r ' s P o c k e tG ui d e , wh i c h s ho ul d b e r ef e r en c ed f or a dd it i on al i n f o rm atio n. TH I N K S A F E T Y - R E A D I N S T A L L A T I O N I N F O R M A T I O N B E F O R E P R O C E E D I N G Al l o w a b l e L o a d 40 0 47 5 All o w a b l e l o a d d e t e r m i n e d i n a c c o r d a n c e w i t h A C 1 2 4 . Co r r o s i o n - r e s i s t a n t f a s t e n e r s r e q u i r e d f o r w e t - s e r v i c e a p p l i c a t i o n s . 1 1 4 " Ti m b e r S t r a n d ® LS L r i m b o a r d EX T E R I O R D E C K A T T A C H M E N T St r u c t u r a l e x t e r i o r s h e a t h i n g Se e f a s t e n e r ta b l e b e l o w . M a i n t a i n 2" d i s t a n c e ( m i n i m u m ) f r o m ed g e o f l e d g e r t o f a s t e n e r . 8" d i a m e t e r m a x i m u m h o l e f o r 1 1 7 8 " - 16 " d e e p b l o c k i n g p a n e l s ; 6 " d i a m e t e r ma x i m u m f o r TJ I ® bl o c k i n g p a n e l s 9 1 2 " d e e p o r s h o r t e r t h a n 1 2 " l o n g . Do n o t c u t f l a n g e s . GE N E R A L i L E V E L P R O D U C T A S S E M B L Y D E T A I L S E1 E1 W We b s t i f f e n e r s re q u i r e d e a c h si d e a t E 1 W Ba c k e r b l o c k : I n s t a l l t i g h t to t o p f l a n g e ( t i g h t t o bo t t o m f l a n g e w i t h f a c e mo u n t h a n g e r s ) . A t t a c h wit h t e n 1 0 d ( 3 " ) b o x na i l s , c l i n c h e d w h e n po s s i b l e . H2 Ba c k e r b l o c k bo t h s i d e s of w e b wit h s i n g l e TJ I ® jo i s t Fi l l e r b l o c k : A t t a c h w i t h t e n 1 0 d ( 3 " ) b o x na i l s , c l i n c h e d . U s e t e n 1 6 d ( 3 1 2 ") b o x na i l s f r o m e a c h s i d e w i t h 3 1 2 " TJ I ® jo i s t fl a n g e w i d t h s . U s e f i f t e e n n a i l s w i t h TJ I ® jo i s t d e p t h s g r e a t e r t h a n 1 6 " . 1 2 "l a g b o l t LA 3 8 "l a g b o l t Fa s t e n e r Fl a s h i n g Tr e a t e d 2 x _ le d g e r 40 0 N. A . 1 1 8 " iL e v e l ® rim b o a r d We b s t i f f e n e r e a c h s i d e . Se e s i z e s b e l o w . W Ti g h t f i t WE B S T I F F E N E R A T T A C H M E N T Ga p : 1 8 "m i n i m u m 2 3 4 "m a x i m u m Th r e e 8 d ( 2 1 2 ") box nails, clinched (T h r e e 1 6 d ( 3 1 2 ") box nails at 3 1 2 " TJ I ® joist flange widths 1 1 2 " 1 1 2 " Lo a d b e a r i n g o r s h e a r w a l l a b o v e (m u s t s t a c k o v e r w a l l b e l o w ) TJ I ® bl o c k i n g pa n e l We b s t i f f e n e r s re q u i r e d e a c h s i d e a t B1 W a n d B 2 W B2 B1 B1 W B2 W 1 16 " 2x 4 m i n i m u m sq u a s h b l o c k s Us e 2 x 4 m i n i m u m s q u a s h b l o c k s t o tr a n s f e r l o a d a r o u n d T J I ® jo i s t CS Lo a d f r o m a b o v e 2x 4 m i n i m u m sq u a s h b l o c k s 1 16 " Wi t h t o p f l a n g e h a n g e r s , b a c k e r b l o c k r e q u i r e d on l y f o r d o w n w a r d l o a d s e x c e e d i n g 2 5 0 l b s o r f o r up l i f t c o n d i t i o n s . NO T E : ST U C T U R A L D O C U M E N T S F O R T H I S P R O J E C T P E R T H E D E S I G N PR O F E S I O N A L O F R E C O R D S H A L L S U P E R C E D E A L L A S S E M B L I E S SH O W N I N T H I S S E C T I O N , A L S O R E F E R T O i L E V E L ® P L A C E M E N T PL A N S ( A N D M A T E R I A L S C H E D U L E S ) F O R R E Q U I R E D M A T E R I A L . Co o r d i n a t e l o a d r e q u i r e m e n t s w i t h t h e d e s i g n p r o f e s s i o n a l o f r e c o r d . Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI ®joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker or one layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI ®joist before additional loads can be placed on the system.WARNING NOTES:W AR NI NG Joists are unstable until braced laterally Bracing Includes:Blocking HangersSheathing Rim BoardStrut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls.D ON O Tw a l ko nj o i s t s that are lying flat.DO NOT walk on joists until braced.INJURY MAY RESULT.Weyerhaeuser, iLevel ®, Microllam ®, Parallam ®, Silent Floor ®, TimberStrand ®,T J I ®,and Trus Joist ®are registered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved. Ti m b e r S t r a n d ® L S L , iL e v e l ® ri m b o a r d , o r (Mi c r o l l a m ® L V L wi t h E O R ap p r o v a l ) s e e p l a c e m e n t p l a n . Ti m b e r S t r a n d ® L S L , iL e v e l ® ri m b o a r d , o r ( Mi c r o l l a m ® L V L wi t h E O R a p p r o v a l ) Ti m b e r S t r a n d ® L S L , iL e v e l ® rim b o a r d , o r ( Mi c r o l l a m ® L V L wi t h E O R a p p r o v a l ) Ti m b e r S t r a n d ® L S L , iL e v e l ® rim b o a r d , o r (Mi c r o l l a m ® L V L w i t h E O R ap p r o v a l ) s e e p l a c e m e n t p l a n . B4 En d o f j o i s t a t c e n t e r l i n e o f s u p p o r t . B l o c k i n g p a n e l s r e q u i r e d . Lo a d b e a r i n g o r s h e a r w a l l a b o v e ( m u s t s t a c k o v e r w a l l b e l o w w h e n p r e s e n t ) Pl a t e n a i l - 1 6 d ( 0 . 1 3 5 " x 3 1 2 ") at 1 6 " o n - c e n t e r * Fl o o r p a n e l n a i l - 8 d ( 0 . 1 3 1 " x 2 1 2 ") at 6 " o n - c e n t e r * A3 W W To e n a i l - 1 0 d ( 0 . 1 3 1 " x 3 " ) at 6 " o n - c e n t e r * Wh e n s h e a t h i n g t h i c k n e s s e x c e e d s 7 8 ", tr i m s h e a t h i n g t o n g u e a t r i m b o a r d We b S t i f f e n e r s r e q u i r e d ea c h s i d e a t A 3 . _ W A3 A3 . 2 A3 . 1 A 3 . 3 A3 . 1 WA3 . 2 WA3 . 3 Ti m b e r S t r a n d ® L S L , iL e v e l ® ri m bo a r d , o r ( Mi c r o l l a m ® L V L w i t h E O R ap p r o v a l ) s e e p l a c e m e n t p l a n . Fo r r i m b o a r d t h i c k e r t h a n 1 3 4 " - A t t a c h TJ I ® Jo i s t t o r i m b o a r d w i t h o n e 1 0 d ( 0 . 1 2 8 " x 3 " ) na i l . T o p n a i l f r o m TJ I ® jo i s t i n t o r i m b o a r d . - C o n n e c t c o r n e r w i t h f o u r 1 0 d ( 0 . 1 2 8 " x 3 " ) n a i l s . T o e n a i l fr o m s i d e o f p a r a l l e l c l o s u r e i n t o r i m b o a r d . *C o n v e n t i o n a l c o n s t r u c t i o n c o d e m i n i m u m f o r u s e w i t h A3 o n l y . S e e t h e i L e v e l T J I ® S p e c i f i e r ' s G u i d e , # T J - 4 0 0 0 , an d t h e i L e v e l ® R i m B o a r d S p e c i f i e r ' s G u i d e , # T J - 8 0 0 0 , fo r A 3 . 1 - A 3 . 3 i n s t a l l a t i o n s p e c i f i c a t i o n s a n d a p p l i c a t i o n s . Do u b l e to p p l a t e St u d Ki n g s t u d He a d e r p l a t e st o p s a t i n s i d e fa c e o f tr i m m e r s He a d e r - p e r p l a n (b e a r s d i r e c t l y o n tr i m m e r s ) Tr i m m e r s - p e r p l a n He a d e r cr i p p l e Ty p i c a l H e a d e r D e t a i l Wi n d o w / Do o r O p e n i n g ** O n l y h e a d e r o p e n i n g s a n d r o o f l o a d s w h i c h a f f e c t i L e v e l p r o d u c t s i z e s h a v e b e e n de n o t e d o n t h i s l a y o u t . I n a d d i t i o n t o a n y C S d e t a i l c a l l o u t s s h o w n , s o l i d b l o c k i n g an d / o r s q u a s h b l o c k s a r e r e q u i r e d t o p r o v i d e v e r t i c a l l o a d t r a n s f e r f r o m a l l co n c e n t r a t e d l o a d l o c a t i o n s t o f o u n d a t i o n b e l o w . S e e p o c k e t f r a m e r g u i d e f o r ap p r o p r i a t e d e t a i l ( s ) . L1 3 P6 WB 2 He a d e r t o c o l u m n He a d e r Co l u m n Co l u m n t o T o p P l a t e Fr a m i n g an g l e s Tr i m m e r St u d ( s ) Pl a t e w i d t h mu s t e q u a l w a l l th i c k n e s s t o pr o v i d e l a t e r a l br a c i n g . ( P l a t e no t r e q u i r e d i f he a d e r w i d t h eq u a l s t h e w a l l th i c k n e s s . ) Tr i m m e r st u d ( s ) Do u b l e to p p l a t e Fr a m i n g an g l e s Co n n e c t i o n o f d o u b l e t o p p l a t e t o o u t l o o k e r m u s t b e de s i g n e d t o t r a n f e r l a t e r a l l o a d t o r o o f . Co n n e c t o u t l o o k e r t o d o u b l e t o p pl a t e w i t h o n e a n g l e c l i p ( 5 6 5 l b s . m i n . f o r L o a d 1 ) a t 2 4 " o . c . 2x _ o u t l o o k e r Co n t i n u o u s t a l l - w a l l f r a m i n g (f r o m s i l l p l a t e t o t o p p l a t e ) 4" o / c n a i l i n g re q u i r e d f r o m sh e a t h i n g to o u t l o o k e r Bl o c k i n g b e t w e e n ou t l o o k e r s a s re q u i r e d Co n n e c t o u t l o o k e r t o t r u s s wi t h ( 2 ) 1 6 d n a i l s f o r 2 x 4 , (3 ) 1 6 d n a i l s f o r 2 x 6 o r 2 x 8 2' m a x Me m b e r O r i e n t a t i o n A n o t c h a n d h o l e s h a l l n o t o c c u r i n t h e s a m e c r o s s s e c t i o n Ma x i m u m d i a m e t e r : 1 3 8 "f o r 3 1 2 " t h i c k w a l l s 2 3 16 "f o r 5 1 2 "- 1 1 1 4 " thick walls Ma x i m u m n o t c h : On e n o t c h m a y b e c u t a n y w h e r e e x c e p t t h e mi d d l e 1 3 of t h e l e n g t h o f t h e s t u d o r c o l u m n . 7 8 "f o r 3 1 2 " t h i c k w a l l s 1 3 8 "f o r 5 1 2 "- 1 1 1 4 " thick walls 5 8 " M i n i m u m ed g e d i s t a n c e Al l o w a b l e H o l e s a n d N o t c h e s *N o t e : F i e l d s k e w a b l e fr a m i n g a n g l e s re q u i r e d f o r s l o p e d t o p pl a t e c o n n e c t i o n s Pl a t e w i d t h m u s t e q u a l w a l l t h i c k n e s s to p r o v i d e l a t e r a l b r a c i n g ( p l a t e n o t re q u i r e d i f h e a d e r e q u a l s w a l l t h i c k n e s s ) P5 So l i d b l o c k i n g i s re q u i r e d i f c o l u m n an d t r i m m e r s t u d s do n o t e x t e n d t o si l l p l a t e Bl o c k i n g pa n e l a s re q u i r e d Tr i m m e r st u d ( s ) Fr a m i n g an g l e s Ri m b o a r d Si l l P l a t e So l e pl a t e Co l u m n Co l u m n t o B o t t o m P l a t e L/3L/3L/3 MU L T I P L E M E M B E R C O N N E C T I O N S F O R P O I N T LO A D E D C O L U M N S 2P L Y 3 P L Y 4 P L Y US E 1 6 d ( 0 . 1 3 1 " x 3 1 4 ") P N E U M A T I C N A I L S 4 P L Y A L T E R N A T E : 2 R O W S , 1 2 " D I A M E T E R B O L T S A T 8 " O N - C E N T E R MU L T I P L E M E M B E R C O N N E C T I O N F O R N O N P O I N T L O A D E D CO L U M N S 2 P L Y , U S E ( 2 ) R O W S 1 6 d P N E U M A T I C N A I L S A T 1 0 " O . C . 3 P L Y ' S A N D G R E A T E R , U S E ( 2 ) R O W S 1 6 d P N E U M A T I C N A I L S ( E A C H P L Y ) A T 8 " O . C . - S T A G G E R 2 " P E R P L Y WA L L D E S I G N A S S U M P T I O N S 1) D E S I G N A P P L I C A T I O N S A R E L I M I T E D T O V E R T I C A L L O A D S , A N D T O L A T E R A L WI N D L O A D S T H A T A R E P E R P E N D I C U L A R T O T H E W A L L F R A M I N G O N L Y (T A L L W A L L W A S N O T C H E C K E D O R D E S I G N E D A S A S H E A R W A L L ) - 2 0 0 6 I R C B R A C E D W A L L P R O V I S I O N S O N L Y A P P L I C A B L E T O W A L L H E I G H T S 12 ' O R L E S S . - A T A L L W A L L M A Y M E E T C O D E P R O V I S I O N S I F T H E W A L L I S N O T B U M P E D MO R E T H A N 4 ' O U T O F P L A N E O F T H E R E S T O F T H E W A L L A N D T H E W A L L IS N O T M O R E T H A N 2 5 ' W I D E . - I F W A L L I S B U M P E D O U T M O R E T H A N 4 ' O R W I D E R T H A N 2 5 ' , T H E 2 0 ' iL E V E L S H E A R B R A C E M A Y B E A S O L U T I O N . C O N T A C T A L O C A L PR O F E S S I O N A L F O R A S S I S T A N C E . 2) M E M B E R D E S I G N A N D L A T E R A L S U P P O R T R E Q U I R E M E N T S F O R B E N D I N G AR E B A S E D O N N A T I O N A L D E S I G N S P E C I F I C A T I O N ®( N D S ® ) 2 0 0 5 3) D E S I G N A S S U M E S S T R U C T U R A L S H E A T H I N G O N O N E S I D E O F T H E WA L L , O R A C O M B I N A T I O N O F G Y P S U M W A L L B O A R D A N D N O N - S T R U C T U R A L SH E A T H I N G O R S I D I N G A P P L I E D T O E A C H S I D E O F T H E W A L L , O R E Q U I V A L E N T 4) B L O C K / B R A C E A L L F R A M I N G V E R T I C A L L Y E V E R Y 8 ' - 0 " O . C . 5) B L O C K D O W N A L L C O L U M N / T R I M M E R L O A D S A T R I M B O A R D L O C A T I O N 6) W A L L R E I N F O R C E M E N T I S R E Q U I R E D A T A L L L I F T P O I N T S T O E N S U R E WA L L S T A B I L I T Y D U R I N G C O N S T R U C T I O N 7) T Y P I C A L S T U D F R A M I N G F O R W A L L S W I T H F L E X I B L E F I N I S H E S A R E DE S I G N E D A T L / 1 2 0 D E F L E C T I O N C R I T E R I A . T H E M A T E R I A L S U P P O R T I N G WI N D O W S I N T H E S E W A L L S A R E D E S I G N E D A T L / 1 8 0 D E F L E C T I O N CR I T E R I A ( U . N . O . ) 8) T R I M M E R S T O B E C O N N E C T E D P E R M U L T I P L E M E M B E R C O N N E C T I O N S (S E E D E T A I L T O R I G H T ) 9) A L L W A L L T O P A N D B O T T O M P L A T E S T O B E T I M B E R S T R A N D ® L S L T O MA T C H W A L L W I D T H ( U . N . O . ) WB 3 Lo a d s m u s t b e t r a c k e d to f o u n d a t i o n b y d e s i g n e r of r e c o r d T r u s s e s b y o t h e r s at 2 4 " o n c e n t e r Co n n e c t t r u s s t o do u b l e t o p p l a t e wi t h o n e a n g l e c l i p (5 4 5 l b s . m i n . a t Lo a d 2 ) a t 2 4 " o . c . Ga b l e e n d w a l l 2x _ s o l i d s a w n a n g l e b r a c e s t o co n n e c t d o u b l e t o p p l a t e t o r o o f @ 2 ' - 0 " o. c . a l o n g l e n g t h o f w a l l f i t s n u g b e t w e e n th e t w o b a y s . C o n n e c t w i t h ( 3 ) 1 6 d n a i l s . 2x _ s o l i d s a w n c o n n e c t e d t o t o p of b o t t o m c h o r d w i t h ( 3 ) 1 6 d n a i l s a t 2' - 0 " o . c . a l o n g l e n g t h o f w a l l , b a c k 8 ' - 0 " Wa l l b r a c i n g i s n e c e s s a r y i f d o u b l e t o p p l a t e i s n o t a t t a c h e d di r e c t l y t o t h e r o o f / f l o o r d i a p h r a g m . 25 ° t o 45 ° ** F L O O R & R O O F D E S I G N P A R A M E T E R S * * ** T A L L W A L L D E S I G N P A R A M E T E R S * * TA L L W A L L N O T E S : AL L D I M E N S I O N S S H O W N A R E A P P R O X I M A T E . IT I S T H E R E S P O N S I B I L T Y O F T H E DE A L E R / B U I L D E R T O V E R I F Y A L L D I M E N S I O N S . AT T A C H B O T T O M P L A T E T O R I M , F L O O R FR A M I N G A N D / O R B L O C K I N G W / ( 2 ) R O W S OF 1 6 d P N E U M A T I C N A I L S @ 8 " O . C LO A D S M U S T B E T R A C K E D T O F O U N D A T I O N BY D E S I G N E R O F R E C O R D . TR I M M E R S , C R I P P L E S A N D B L O C K I N G 1 0 ' OR L E S S I N L E N G T H M A Y B E R E P L A C E D WI T H S P F / H F N o . 2 O R B E T T E R ( B Y O T H E R S ) . iL e v e l T A L L W A L L I N S T A L L A T I O N D E T A I L S A N D N O T E S : H1 Fa c e m o u n t o r To p f l a n g e h a n g e r We b s t i f f e n e r s r e q u i r e d i f si d e s o f h a n g e r d o n o t la t e r a l l y s u p p o r t a t l e a s t 3 8 "o f TJ I ® jo i s t t o p f l a n g e H3 Be a r i n g p l a t e : Fl u s h p l a t e w i t h i n s i d e fa c e o f w a l l o r b e a m Wo o d B e a m W o o d P l a t e Ha n g e r h e i g h t m u s t be a m i n i m u m o f 6 0 % of j o i s t d e p t h Fa c e m o u n t ha n g e r To p f l a n g e ha n g e r Ve r i f y c o l u m n c a p a c i t y an d b e a m b e a r i n g le n g t h . S e e c u r r e n t iL e v e l ® l i t e r a t u r e . L5 L1 BE A R I N G A T CO L U M N Co l u m n Se e c u r r e n t i L e v e l ® l i t e r a t u r e fo r f r a m i n g c o n n e c t o r s L6 Ad d i t i o n a l n a i l i n g o r b o l t i n g m a y b e re q u i r e d w i t h si d e - l o a d e d m u l t i p l e - m e m b e r be a m s . R e f e r t o c u r r e n t p r o d u c t l i t e r a t u r e . CO N N E C T I O N O F M U L T I P L E P I E C E S OF T O P - L O A D E D B E A M S (1 ) Mi n i m u m o f 3 r o w s 1 0 d ( 3 " x 0 . 1 2 8 " ) n a i l s a t 1 2 " o . c . Mi n i m u m o f 4 r o w s 1 0 d ( 3 " x 0 . 1 2 8 " ) n a i l s a t 1 2 " o . c . fo r 1 4 " a n d d e e p e r b e a m s If u s i n g 1 2 d ( 3 1 4 ") o r l a r g e r n a i l s , t h e n u m b e r o f na i l i n g r o w s m a y b e r e d u c e d b y o n e . (1 ) L o a d m u s t b e a p p l i e d e v e n l y a c r o s s e n t i r e be a m w i d t h . O t h e r w i s e , u s e c o n n e c t i o n s f o r si d e - l o a d e d b e a m s . 3 1 2 " W i d t h P i e c e s : Mi n i m u m o f 2 r o w s 1 2 "b o l t s a t 24 " o . c . s t a g g e r e d 1 3 4 " W i d t h P i e c e s : L2 L3 Pr o t e c t u n t r e a t e d wo o d f r o m d i r e c t co n t a c t w i t h co n c r e t e L4 BE A R I N G A T W A L L BE A R I N G F O R D O O R OR W I N D O W H E A D E R St r a p p e r c o d e i f t o p p l a t e is n o t c o n t i n u o u s o v e r he a d e r BE A M T O B E A M CO N N E C T I O N BE A R I N G A T CO N C R E T E W A L L Ti m b e r S t r a n d ® L S L , iL e v e l ® ri m bo a r d , ( Mi c r o l l a m ® L V L w i t h E O R ap p r o v a l ) , o r TJ I ® bl o c k i n g f o r l a t e r a l s u p p o r t BE A M D E T A I L S 2' TJ I ® J O I S T 2" 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 "w i d e Ti m b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t to p l a t e w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6 " on - c e n t e r . 24 16 sp a n r a t e d s h e a t h i n g ( 7 16 "M i n . ) . At t a c h w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") nails at 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fi e l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . E1 A L T WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y , Sa f e t y b r a c i n g r e q u i r e d d u r i n g i n s t a l l a t i o n . La t e r a l l o a d t r a n s f e r f o r t h i s d e t a i l i s 18 0 P L F ( p o u n d s p e r l i n e a l f o o t ) . Ad d i t i o n a l c o n n e c t i o n s m a y b e r e q u i r e d to t r a n s f e r l a t e r a l l o a d s f r o m w a l l a b o v e . 16 ' m a x de c k 2' 11 7 / 8 " - 1 6 " T J I ® 2" 6" 16 ' m a x de c k 2' 91 / 2 " T J I ® 6" 2x _ F u r r i n g 24 16 sp a n r a t e d s h e a t h i n g ( 7 16 "M i n . ) . At t a c h w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fi e l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . In v e r t e d h a n g e r ( s e e ha n g e r l i s t o n i L e v e l st r u c t u r a l l a y o u t ) Tr e a t e d l e d g e r 1 1 8 " x 1 1 7 / 8 " iL e v e l ® rim b o a r d In v e r t e d h a n g e r ( s e e ha n g e r l i s t o n i L e v e l st r u c t u r a l l a y o u t ) Tr e a t e d l e d g e r E1 A L T L A 24 16 sp a n r a t e d s h e a t h i n g ( 7 16 "M i n . ) . At t a c h w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fi e l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . E1 A L T L A 9 . 5 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 "w i d e Ti m b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t to p l a t e w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6 " on - c e n t e r . Ti m b e r s t r a n d ® L S L r i m b o a r d to m a t c h T J I ® d e p t h 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 "w i d e Ti m b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t to p l a t e w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") n a i l s a t 6 " on - c e n t e r . WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y , Sa f e t y b r a c i n g r e q u i r e d d u r i n g i n s t a l l a t i o n . La t e r a l l o a d t r a n s f e r f o r t h i s d e t a i l i s 18 0 P L F ( p o u n d s p e r l i n e a l f o o t ) . Ad d i t i o n a l c o n n e c t i o n s m a y b e r e q u i r e d to t r a n s f e r l a t e r a l l o a d s f r o m w a l l a b o v e . WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y , Sa f e t y b r a c i n g r e q u i r e d d u r i n g i n s t a l l a t i o n . La t e r a l l o a d t r a n s f e r f o r t h i s d e t a i l i s 18 0 P L F ( p o u n d s p e r l i n e a l f o o t ) . Ad d i t i o n a l c o n n e c t i o n s m a y b e r e q u i r e d to t r a n s f e r l a t e r a l l o a d s f r o m w a l l a b o v e . At t a c h r e i n f o r c e m e n t to TJI ®joist with 8d (2 1 2 ") co m m o n n a i l s a t 6 " o n - ce n t e r . W h e n r e i n f o r c i n g bo t h s i d e s , s t a g g e r n a i l s . E3 E2 2 ' - 0 " m a x i m u m Fa c e g r a i n ho r i z o n t a l 4' - 0 " l e n g t h o f 3 4 " r e i n f o r c e m e n t on o n e s i d e a t E 2 , bo t h s i d e s a t E 3 AL T A L T Ti m b e r s t r a n d ® L S L r i m b o a r d to m a t c h T J I ® d e p t h 2x 6 ( m i n . ) s o l i d s a w n o r 4 1 2 " wide Ti m b e r s t r a n d ® L S L r i m b o a r d , f u l l l e n g t h in b a y a n d t i g h t t o e a c h j o i s t f l a n g e . C o n n e c t to p l a t e w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") nails at 6" on - c e n t e r . 24 16 sp a n r a t e d s h e a t h i n g ( 7 16 "M i n . ) . At t a c h w i t h 8 d ( 0 . 1 1 3 " x 2 3 8 ") nails at 6" o n - c e n t e r a l o n g p a n e l e d g e s a n d i n fi e l d . U s e p r e s s u r e t r e a t e d p l y w o o d fo r g r o u n d l e v e l c a n t i l e v e r s . WA R N I N G Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y , Sa f e t y b r a c i n g r e q u i r e d d u r i n g i n s t a l l a t i o n . La t e r a l l o a d t r a n s f e r f o r t h i s d e t a i l i s 18 0 P L F ( p o u n d s p e r l i n e a l f o o t ) . Ad d i t i o n a l c o n n e c t i o n s m a y b e r e q u i r e d to t r a n s f e r l a t e r a l l o a d s f r o m w a l l a b o v e . Timberstrand ® LSL rim board to match TJI® depth FL O O R L I V E L O A D D E F L E C T I O N C R I T E R I A : L / 4 8 0 S N O W L I V E L O A D : 3 5 p s f FL O O R L I V E L O A D : 4 0 p s f R O O F D E A D L O A D : 1 5 p s f * FL O O R D E A D L O A D : 1 0 p s f * D e a d l o a d s a r e a d j u s t e d f o r s l o p e c o r r e c t i o n CO D E : I B C SN O W L O A D : 3 5 p s f DE A D L O A D : 1 5 p s f ( d e a d l o a d s a r e a d j u s t e d f o r s l o p e c o r r e c t i o n ) EX P O S U R E / W I N D L O A D : E X P O S U R E B WI N D S P E E D : 9 0 M P H CO N N E C T I O N S B A S E D O N . 5 S P E C I F I C G R A V I T Y PD F c r ea t ed wi t h pd fF a c t o r y P ro tr i al v e r s i on ww w. pd ff a c t o r y . c om 19 . 2 " o . c . AL L E L E V A T I O N S Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y M1 - 2 1 4 ' 0 " 1 3 / 4 " x 1 8 " 2 . 0 E M i c r o l l a m ® L V L 2 2 M2 - 3 2 2 ' 0 " 1 3 / 4 " x 1 4 " 2 . 0 E M i c r o l l a m ® L V L 3 3 TS 1 - 2 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 AL L E L E V A T I O N S Pl o t I D Q t y M a n u f P r o d u c t B a c k e r B l k s W e b S t i f f H1 1 S i m p s o n H U 4 1 0 N o N o OP T I O N A L E G R E S S - A D D Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y TS 2 - 3 8 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 3 3 OP T I O N A L W A L K O U T - A D D Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y TS H d 1 - 2 1 4 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 2 - 2 8 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 3 - 2 6 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 OP T I O N A L L O O K O U T - A D D Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y TS H d 3 - 2 6 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 8 M2 - 3 TS 2 - 3 TS 1 - 2 M 1 - 2 TS H d 2 - 2 TS H d 3 - 2 T S H d 3 - 2 T S H d 3 - 2 T S H d 3 - 2 TS H d 1 - 2 TS H d 3 - 2 41 / 2 " 3" 41 / 2 " 41 / 2 " 41 / 2 " 3" 3" 3" 3" 41 / 2 " H1 6" He a d e r a t o p t i o n a l e g r e s s w e l l o n l y . Op t i o n a l W a l k o u t Op t i o n a l L o o k o u t Specification Team service.request@weyerhaeuser.com (888) 453-8358........www.woodbywy.com Weyerhaeuser prepared these placement plans for the specification of Trus Joist products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any unauthorized copying of reproduction willconstitute an infringement of copyright.Architectural Drawings Prepared By:LENNARStructural Drawings Prepared By:7/23/12 LENNAR - MN 6013 - CLEARWATER ELEVATION A, B, D, E & F Rev.8ByDateJLH10-26-18CommentsUSP to Simpson hgrs, adjust garage hdr on A/DDrawn By:Mike Z.Checked By:Date:Alan G.8/13/2012 Fi r s t F lo o r F ra m in g P la n Sc a l e : 1 / 4 " = 1 '- 0 " R12 -155192 SR-182934 S heet 2 of 3 St r u c t u r a l F r a m e r ' s Po c k e t G u i d e . Ac c e s s w i t h y o u r S m a r t P h o n e . ww w . i l e v e l . c o m / l i t e r a t u r e / t j - 9 00 1 . p d f Have a damaged joist or beam?File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to:www.damagereport.ilevel.com La c k o f p r o p e r b r a c i n g d u r i n g c o n s t r u c t i o n c a n r e s u l t i n s e r i o u s ac c i d e n t s . O b s e r v e t h e f o l l o w i n g g u i d e l i n e s : WA R N I N G : J O I S T S A R E U N S T A B L E U N T I L B R A C E D L A T E R A L L Y BR A C I N G I N C L U D E S : B l o c k i n g , H a n g e r s , R i m B o a r d , S h e a t h i n g , R i m J o i s t , S t r u t L i n e s La c k o f p r o p e r b r a c i n g d u r i n g c o n s t r u c t i o n c a n r e s u l t i n s e r i o u s a c c i d e n t s . O b s e r v e t h e f o l l o w i n g g u i d e l i n e s : 1. P r o p e r l y i n s t a l l a l l b l o c k i n g , h a n g e r s , r i m b o a r d s , a n d r i m j o i s t s a t T J I ® j o i s t e n d s u p p o r t s . 2. E s t a b l i s h a p e r m a n e n t d e c k ( s h e a t h i n g ) , f a s t e n e d t o t h e f i r s t 4 f e e t o f j o i s t s a t t h e e n d o f t h e b a y o r b r a c e d e n d w a l l . 3. S a f e t y b r a c i n g o f 1 x 4 ( m i n i m u m ) m u s t b e n a i l e d t o a b r a c e d e n d w a l l o r s h e a t h e d a r e a a n d t o e a c h j o i s t . 4. S h e a t h i n g m u s t b e c o m p l e t e l y a t t a c h e d t o e a c h T J I ® j o i s t b e f o r e a d d i t i o n a l l o a d s c a n b e p l a c e d o n t h e s y s t e m . 5. E n d s o f c a n t i l e v e r s r e q u i r e s a f e t y b r a c i n g o n b o t h t h e t o p a n d b o t t o m f l a n g e s . 6. T h e f l a n g e s m u s t r e m a i n s t r a i g h t w i t h i n ½ " f r o m t r u e a l i g n m e n t . WA R N I N G N O T E S : WA RN I NG Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y Br a c i n g I n c l u d e s : Blo c k i n g Ha n g e r s Sh e a t h i n g Ri m B o a r d St r u t L i n e s Rim J o i s t DO N O T s t a c k b u i l d i n g ma t e r i a l s o n u n s h e a t h e d jo i s t s . S t a c k o n l y o v e r be a m s o r w a l l s . DO N O T w a l k o n j o i s t s th a t a r e l y i n g f l a t . DO N O T w a l k o n j o i s t s un t i l b r a c e d . IN J U R Y M A Y R E S U L T . We y e r h a e u s e r , M i c r o l l a m , P a r a l l a m , T i m b e r S t r a n d , T J I , TJ , a n d T r u s J o i s t a r e r e g i s t e r e d t r a d e m a r k s o f We y e r h a e u s e r N R . © 2 0 1 3 W e y e r h a e u s e r N R C o m p a n y . A l l r i g h t s r e s e r v e d . Joist Plot IDSYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail Callout Label XXULABBOHxxxHdx-xTSx-xPLx-xMLx-xXx Closure By Others CBO TH I N K S A F E T Y - R E A D I N S T A L L A T I O N I N F O R M A T I O N B E F O R E P R O C E E D I N G A C O M P L E T E J A V E L I N ® L A Y O U T I N C L U D ES T H E i L E V E L ® F R A M E R ' S P O C K E T G U I D E . Onl y heade r open i ng s and r oo fl oad s which affe ct Weyer haeu ser pr odu ct sizes ha ve been deno t ed on this lay ou t.I n add iti on t o any 'C S'de tail call outs s ho wn, solid blo ck i ng and /or s qua sh blo cks a re r equ ir ed to provi de v ertical l oad tr an sfer from all c on c en trat ed l oad locati on st of ounda ti on be lo w.S ee Po ck et Frame r's Gui de for app r op riate de tail (s). PD F c r ea t ed wi t h pd fF a c t o r y P ro tr i al v e r s i on ww w. pd ff a c t o r y . c om 19 . 2 " o . c . E1 B4 A3 A3 A3A3 A3 A3 CS CS CS CS CS CS CS TS H d 1 - 2 T S H d 3 - 2 T S H d 4 - 2 B B O TS H d 3 - 2 T S H d 3 - 2 TS H d 3 - 2 G I R D E R T R U S S S T C a 1 S T C a 1 S T C a 1 ST C a 1 ST C a 1 ST C a 1 ST C a 1 ST C a 1 S T C a 1 S T C a 1 ST C a 1 ST C a 1 FB O B k 1 S T C a 1 F 1 6 ' F 8 ' FB k 1 TS 3 - 2 T S 2 - 2 M1 - 2 GI R D E R T R U S S GI R D E R T R U S S TS 4 - 2 41 / 2 " TS 5 - 3 TS 6 - 2 TS 7 T S 8 T S 8 TS 7 3" 3" 3" 3" 3" H1 H2 H 2 H2 H 2 1' 7 3 / 1 6 " 1' 0 " 71 / 1 6 " 73 / 1 6 " 1' 7 3 / 4 " 11 7 / 1 6 " 11 1 / 2 " 5 1 3 / 1 6 " 1' 1 3 / 8 " F2 0 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . F1 6 ' 19 . 2 " O . C . F1 8 ' 19 . 2 " O . C . F4 4 ' 19 . 2 " O . C . F6 ' 19 . 2 " O . C . F2 2 ' 12 " O . C . R3 8 ' 19 . 2 " O . C . H3 H4 2 x 1 0 M I N . B O T T O M CH O R D R E Q U I R E D At t a c h R i m t o B o t t o m C h o r d of G i r d e r w i t h ( 3 ) r o w s o f 1 6 d na i l s @ 6 " o / c Al t . Ta l l w a l l m a t e r i a l h a s n o t b e e n ac c o u n t e d f o r o n t h i s l a y o u t . Pl e a s e s e e s e p a r a t e t a l l w a l l la y o u t f o r t a l l w a l l m a t e r i a l . EL E V A T I O N F RO O F T R U S S E S A S S U M E D T O B E SU P P O R T E D B Y W A L L A B O V E AN D N O T N A I L E D I N T O T J I L S L RI M B O A R D . P L E A S E V E R I F Y PR I O R T O C O N S T R U C T I O N . Ow n e r ' s B a t h - St a n d a r d T u b Ow n e r ' s B a t h - F r e e St a n d i n g T u b O p t i o n He a d e r h a s b e e n d e s i g n e d t o m e e t L/ 6 0 0 T L d e f l e c t i o n f o r e x t e r i o r s t o n e . 4 C A R G A R A G E O P T I O N - E L E V A T I O N F A D D L I S T Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y 8' G A R A G E D O O R 1 0 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 El e v a t i o n F Pl o t I D Q t y M a n u f P r o d u c t B a c k e r B l k s W e b S t i f f H1 1 S i m p s o n H U 4 1 2 N o N o H2 4 S i m p s o n H U C 4 8 N o N o H3 1 0 S i m p s o n I U S 2 . 0 6 / 1 1 . 8 8 N o N o H4 1 4 S i m p s o n M I U 2 . 3 7 / 9 N o N o El e v a t i o n F Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y F4 4 ' 4 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 4 F2 2 ' 2 2 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 9 F2 0 ' 2 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 3 F1 8 ' 1 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 F1 6 ' 1 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 5 F8 ' 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 F6 ' 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 2 FB k 1 2 ' 0 1 5 / 1 6 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 R3 8 ' 3 8 ' 0 " 1 1 7 / 8 " T J I ® 3 6 0 1 1 4 M1 - 2 2 0 ' 0 " 1 3 / 4 " x 1 4 " 2 . 0 E M i c r o l l a m ® L V L 2 2 TS 2 - 2 1 4 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 3 - 2 1 2 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 4 - 2 1 0 ' 0 " 1 3 / 4 " x 1 1 7 / 8 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 1 - 2 1 4 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 5 - 3 1 2 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 3 3 TS 6 - 2 8 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS H d 3 - 2 8 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 8 TS H d 4 - 2 6 ' 0 " 1 3 / 4 " x 9 1 / 2 " 1 . 5 5 E T i m b e r S t r a n d ® L S L 2 2 TS 7 1 2 ' 0 " 3 1 / 2 " x 7 1 / 4 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 2 TS 8 8 ' 0 " 3 1 / 2 " x 7 1 / 4 " 1 . 3 E T i m b e r S t r a n d ® L S L 1 2 ST C a 1 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 1 3 23 / 3 2 " x 4 8 " x 9 6 " W e y e r h a e u s e r E d g e G o l d P a n e l ( 0 / 2 4 ) T & G S F 1 6 5 ELEVATION F PlotID Length Product Plies Net Qty TSHd1-2 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TS11-2 8' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 TSHd2-2 8' 0" 1 3/4" x 9 1/2"1.55E TimberStrand® LSL 2 2TSHd1-2 TSHd2-2 BBOBBOTS11-2 B B O GIRDER TRUSS3"3"Girder truss to bear on wall not the cantilever below.ELEVATION F B4 A3 CS CS TS H d 3 - 2 TS H d 3 - 2 S T C a 1 ST C a 1 FB k 1 TS2-2 VO103 VO 1 0 4 TS 5 - 3 TS 6 - 2 3" H H 2 F 1 9.219 F4 4 ' 19 . 2 " O . C . 1 9 F1 4 ' 19 . 2 " O . C . F3 0 ' 19 . 2 " O . C . 19.2" o.c.Corner Fireplace Option - Add List PlotID Length Product Plies Net Qty TSHd2-2 10' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 Corner Fireplace Option - Remove List PlotID Length Product Plies Net Qty TSHd1-2 14' 0" 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL 2 2 CS CS CS STCa1 TSHd2-22 trimmers required at each endCorner Fireplace Option -All Elevations Lo f t O p t i o n E l e v a t i o n F A d d L i s t Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y F3 0 ' 3 0 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 F1 4 ' 1 4 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 FB k 1 9 ' 1 1 3 / 4 " 1 1 7 / 8 " T J I ® 2 1 0 1 1 Lo f t O p t i o n E l e v a t i o n F R e m o v e L i s t Pl o t I D L e n g t h P r o d u c t P l i e s N e t Q t y F1 8 ' 1 8 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 7 F1 6 ' 1 6 ' 0 " 1 1 7 / 8 " T J I ® 2 1 0 1 8 ST C a 1 1 6 ' 0 " 1 1 / 8 " x 1 1 7 / 8 " T J ® R i m B o a r d 1 1 Lo f t O p t i o n Specification Team service.request@weyerhaeuser.com (888) 453-8358........www.woodbywy.com Weyerhaeuser prepared these placement plans for the specification of Trus Joist products based on project information provided to us. This service is solely intended for product application assurance; and, is not intended to circumvent the need for a design professional as determined by the building codes.The designer of record and/or builder/framer is responsible to assure these drawings are compatible with the overall project.Copyright 2009 Weyerhaeuser NR Company. All rights reserved.Any unauthorized copying of reproduction willconstitute an infringement of copyright.Architectural Drawings Prepared By:LENNARStructural Drawings Prepared By:7/23/12 LENNAR - MN 6013 - CLEARWATER ELEVATION F Rev.8ByDateJLH10-26-18CommentsUSP to Simpson hgrs, adjust garage hdr on A/DDrawn By:Mike Z.Checked By:Date:Alan G.8/13/2012 Se c o n d F l o o r F r a m i n g P l a n Sc a l e : 1 / 4 " = 1 ' - 0 " R12 -155192 SR-182934 S heet 3 of 3 St r u c t u r a l F r a m e r ' s Po c k e t G u i d e . Ac c e s s w i t h y o u r S m a r t P h o n e . ww w . i l e v e l . c o m / l i t e r a t u r e / t j - 9 00 1 . p d f Have a damaged joist or beam?File an electronic damage report for prompt service from your regional technical office. Scan the QR Code with your smartphone or go to:www.damagereport.ilevel.com Roof Assumption Plan Scale: 3/16" = 1'-0" La c k o f p r o p e r b r a c i n g d u r i n g c o n s t r u c t i o n c a n r e s u l t i n s e r i o u s ac c i d e n t s . O b s e r v e t h e f o l l o w i n g g u i d e l i n e s : 1. A l l b l o c k i n g , h a n g e r s , r i m b o a r d s a n d r i m j o i s t s a t t h e e n d s u p p o r t s o f t h e T J I ® jo i s t s m u s t b e c o m p l e t e l y i n s t a l l e d a n d p r o p e r l y n a i l e d . 2. L a t e r i a l s t r e n g t h , l i k e b r a c e d e n d w a l l o r a n e x i s t i n g d e c k , m u s t b e e s t a b l i s h e d a t t h e e n d s o f t h e b a y . T h i s c a n a l s o b e ac c o m p l i s h e d b y a t e m p o r a r y o r p e r m a n e n t d e c k ( s h e a t h i n g ) f a s t e n e d t o t h e f i r s t 4 f e e t o f j o i s t s a t t h e e n d o f t h e b a y . 3. S a f e t y b r a c i n g o f 1 x 4 ( m i n i m u m ) m u s t b e n a i l e d t o a b r a c e d e n d w a l l o r s h e a t h e d a r e a ( a s i n n o t e 2 ) a n d t o e a c h j o i s t . Wit h o u t t h i s b r a c i n g , b u c k l i n g s i d e w a y s o r r o l l o v e r i s h i g h l y p r o b a b l e u n d e r l i g h t c o n s t r u c t i o n l o a d s - s u c h a s a w o r k e r o r on e l a y e r o f u n n a i l e d s h e a t h i n g . 5. E n d s o f c a n t i l e v e r s r e q u i r e s a f e t y b r a c i n g o n b o t h t h e t o p a n d b o t t o m f l a n g e s . 6. T h e f l a n g e s m u s t r e m a i n s t r a i g h t w i t h i n 1 / 2 " f r o m t r u e a l i g n m e n t . 4. S h e a t h i n g m u s t b e c o m p l e t e l y a t t a c h e d t o e a c h T J I ® jo i s t b e f o r e a d d i t i o n a l l o a d s c a n b e p l a c e d o n t h e s y s t e m . WA R N I N G N O T E S : W AR N I NG Jo i s t s a r e u n s t a b l e u n t i l b r a c e d l a t e r a l l y Br a c i n g I n c l u d e s : Blo c k i n g Ha n g e r s Sh e a t h i n g Rim B o a r d Str u t L i n e s Rim J o i s t DO N O T s t a c k b u i l d i n g ma t e r i a l s o n u n s h e a t h e d jo i s t s . S t a c k o n l y o v e r be a m s o r w a l l s . DO N O T w a l k o n j o i s t s th a t a r e l y i n g f l a t . DO N O T w a l k o n j o i s t s un t i l b r a c e d . IN J U R Y M A Y R E S U L T . We y e r h a e u s e r , i L e v e l ®, M i c r o l l a m ®, P a r a l l a m ®, S i l e n t F l o o r ®, T i m b e r S t r a n d ®,T J I ®, an d T r u s J o i s t ® ar e r e g i s t e r e d tr a d e m a r k s o f W e y e r h a e u s e r N R . © 2 0 0 9 W e y e r h a e u s e r N R C o m p a n y . A l l r i g h t s r e s e r v e d . Joist Plot IDSYMBOL LEGEND x = Example member ID 1.9E Microllam LVL 2.0E Parallam PSL 1.55E TimberStrand LSL Header Plot ID Hanger Label Member By Others Under Load Above Hanger Joist Beam Walls Walls Above Detail Callout Label XXULABBOHxxxHdx-xTSx-xPLx-xMLx-xXx Closure By Others CBO TH I N K S A F E T Y - R E A D I N S T A L L A T I O N I N F O R M A T I O N B E F O R E P R O C E E D I N G A C O M P L E T E J A V E L I N ® L A Y O U T I N C L U D ES T H E i L E V E L ® F R A M E R ' S P O C K E T G U I D E . Onl y heade r open i ng s and r oo fl oad s which affe ct Weyer haeu ser pr odu ct sizes ha ve been deno t ed on this lay ou t.I n add iti on t o any 'C S'de tail call outs s ho wn, solid blo ck i ng and /or s qua sh blo cks a re r equ ir ed to provi de v ertical l oad tr an sfer from all c on c en trat ed l oad locati on st of ounda ti on be lo w.S ee Po ck et Frame r's Gui de for app r op riate de tail (s). PD F c r ea t ed wi t h pd fF a c t o r y P ro tr i al v e r s i on ww w. pd ff a c t o r y . c om FO U N D A T I O N D E T A I L AT F O O T I N G S T E P L O C A T I O N S 1 S1 Description Date Revision Project Number:Date:S1 1 Sheets: of 2Print Name:Signed: License Number:Nick Hanson 46665 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota.January 1, 20199.0011−1−19 20 1 9 F O U N D A T I O N G U I D E WA L L S E C T I O N WA L K O U T W A L L C O N D I T I O N 2 S1 WALL SECTION LOOKOUT WALL CONDITION3 S1 WA L L S E C T I O N EX T E R I O R U N B A L A N C E D F I L L CO N D I T I O N 4 S1 WA L L S E C T I O N FU L L H E I G H T W A L L C O N D I T I O N 5 S1 REBAR TABLE 6 S1SITE ADDRESS:City:State:Zip:MN CO P Y R I G H T H A N S O N G R O U P L L C 2 0 1 9 © 3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.com TH E C O N T R A C T O R L I S T E D I N T H E T I T L E B L O C K B E L O W I S L I C E N S E D B Y T HE H A N S O N G R O U P T O U S E T H I S PA C K E T W I T H I N T H E S E L I M I T A T I O N S N O T E D F O R P R O J E C T S W H I C H T H E L I CE N S E E I S D I R E C T L Y R E S P O N S I B L E . TH E L I C E N S E E M A Y R E L E A S E T H I S P A C KE T T O I T S S U B − C O N T R A C T O R S A N D C L I E N T S F O R U S E I N T H E PR O C U R E M E N T O F B U I L D I N G P E R M I T S F O R P R O J E C T S W H I C H T H E L I C E N S E E I S U S I N G T H E S E D R A W I N G S . TH E F O U N D A T I O N G U I D E L I N E S A R E T O B E I S S U E D T O T H E A P P R O P R I A T E B UI L D I N G D E P A R T M E N T I N AC C O R D A N C E W I T H T H E I R A P P R O V E D P R O C E D U R E F O R U S E B Y T H E B U I L D I N G A G E N C Y D U R I N G P L A N R E V I E W AN D I N S P E C T I O N S . 1. B A S E M E N T F O U N D A T I O N W A L L S T E N F O O T O R L E S S I N C L E A R H E I G H T ( F RO M T O P O F F L O O R S L A B T O T O P OF C O N C R E T E W A L L A T S I L L P L A T E BE A R I N G − N O T N E C E S S A R I L Y B A S E M E N T C E I L I N G H E I G H T ) . 2. S T R U C T U R E H E I G H T I S N O T T O E X CE E D T W O S T O R I E S A B O V E T H E B A S E M EN T . 3. O V E R A L L B U I L D I N G I S A S S U M E D T O FA L L W I T H I N T H E P R E S C R I P T I V E L IM I T A T I O N S O F T H E C O D E . A S I T E SP E C I F I C P L A N R E V I E W H AS N O T B E E N P E R F O R M E D . 4. S T R U C T U R E S C O N S T R U C T E D O F W O O D F L O O R , W O O D R O O F , A N D W O O D W A L LS O N L Y . N O P R E C A S T O R ST R U C T U R A L C O N C R E T E B E A R I N G O N F O U N D A T I O N W A L L S I S P E R M I T T E D . 5. E X T E R I O R G R A D E S L O P I N G D O W N A N D A W A Y F R O M T H E F O U N D A T I O N W A L L S. 6. A N Y C A S E B E Y O N D T H E A B O V E N O T E D I T E M S R E Q U I R E S S E P A R A T E A N D S PE C I F I C S T R U C T U R A L EN G I N E E R I N G D O C U M E N T S . 1. T H E C O N T R A C T O R A N D C O N C R E T E S U P P L I E R A R E T O W O R K T O O B T A I N A MI X D E S I G N W H I C H W I L L AD E Q U A T E L Y P E R F O R M U N D E R T H E E X P E C T E D C O N S T R U C T I O N C O N D I T I O N S . T H E U S E O F A D D I T I O N A L CE M E N T , H I G H − E A R L Y S T R E N G T H C O N C R E T E , A N D / O R A C C E L E R A T O R I S R E C OM M E N D E D A T TE M P E R A T U R E S A N D C O N D I T I O N S E X P E C TE D L E S S T H A N T W E N T Y D E G R E E S F . 2. D E L I V E R C O N C R E T E W A R M A N D I N A T I M E L Y M A N N E R . P L A C E C O N C R E T E E A R L Y I N T H E D A Y W H E N PO S S I B L E . 3. D O N O T A D D A D D I T I O N A L W A T E R T O T H E C O N C R E T E . T H E U S E O F W A T E R R E D U C I N G A G E N T S I S RE C O M M E N D E D W H E N W O R K A B I L I T Y C O N C E R N S E X I S T . N O C O N C R E T E I S T O B E P L A C E D O N S N O W O R I N CO N T A C T W I T H F R O Z E N M A T E R I A L S . 4. R E B A R D O E S N O T N E E D T O B E P R E − H EA T E D , B U T I S T O B E F R E E O F F R OS T , S N O W , A N D I C E . 5. B L A N K E T S O R O T H E R A C C E P T E D P R O T E C T I O N I S H I G H L Y R E C O M M E N D E D F OR T H E T O P 2 4 " O F T H E W A L L S WH E N T H E A I R T E M P E R A T U R E I S L E S S TH A N T E N D E G R E E S F A N D F O R T H E F U L L H E I G H T O F T H E W A L L WH E N T H E A I R T E M P E R A T U R E I S L E S S T H A N Z E R O D E G R E E S F . ** T H E A B O V E C O L D W E A T H E R G U I D E L I N E S A R E G E N E R A L R E C O M M E N D A T I O N S A N D A L L A C I C O L D W E A T H E R RE Q U I R E M E N T S A R E T O B E F O L L O W E D AT T H E R E S P O N S I B I L I T Y O F T H E L I CE N S E E . CO N C R E T E W A L L S : F ’ c = 3 0 0 0 P S I @ 2 8 D A Y S MI X D E S I G N A N D P R O P O R T I O N E D B Y C O N C R E T E S U P P L I E R CO N C R E T E F O O T I N G S : F ’ c = 5 0 0 0 P S I @ 2 8 D A Y S ( O R 3 0 0 0 P S I W I T H A N A P P R O V E D A D M I X T U R E T H A T P R O V I D E S A W A T E R A N D V A P O R R E S I S T A N C E A T L E A S T O R E Q U I V A L E N T T O 5 0 0 0 P S I C O N C R E T E . AG G R E G A T E : F O O T I N G S − 1 1 2 " M A X . W A L L S / S L A B S − 3 4 " M A X . RE I N F O R C I N G S T E E L : # 4 − BA R S − A S T M A 6 1 5 G R A D E 4 0 #5 + B A R S − A S T M A 6 1 5 G R A D E 6 0 TR E A T E D S I L L P L A T E : S Y P G R A D E # 2 O R B E T T E R AL L O W A B L E S O I L BE A R I N G P R E S S U R E 1 , 5 0 0 P S F M I N I M U M 1. D O N O T B A C K F I L L B A S E M E N T W A L L S UN T I L T H E C O N C R E T E H A S R E A C H E D A M I N I M U M C O M P R E S S I V E ST R E N G T H O F 2 , 2 5 0 P S I . I N A D D I T I O N , D O N O T B A C K F I L L U N T I L T H E BA S E M E N T W A L L S A R E L A T E R A L L Y SU P P O R T E D B Y T H E F I N A L I N S T A L L E D F L O O R C O N S T R U C T I O N A T T H E T O P AN D B O T T O M , U N L E S S AD E Q U A T E S H O R I N G I S I N S T A L L E D A S R E Q U I R E D . S H O R I N G I S T H E S O L E R E S P O N S I B I L I T Y O F T H E G E N E R A L CO N T R A C T O R . 2. S T R I P F O O T I N G M A Y B E P L A C E D A T E L E V A T I O N S L O W E R T H A N S H O W N I N T H E D E T A I L S . 3. 1 1 2 " D E E P B Y 3 1 2 " W I D E B Y C O N T I N U O U S K E Y W A Y S M A Y B E U S E D I N L I E U O F D O W E L S F O R FU L L H E I G H T A N D FR O S T W A L L S . 4. S T R I P F O O T I N G T O W A L L C E N T E R L I NE S M A Y B E O F F S E T U P T O 2 " , H O W EV E R , A M I N I M U M O F 2 " O F S T R I P FO O T I N G I S T O E X T E N D B E Y O N D T H E W A L L F A C E O N E A C H S I D E . 5. P R O V I D E C O D E R E Q U I R E D F R O S T P R OT E C T I O N T O T H E B O T T O M O F A L L F OO T I N G S . 6. S L O P E G R A D E D O W N A N D A W A Y F R O M T H E S T R U C T U R E A M I N I M U M O F 6 " WI T H I N T H E F I R S T T E N F E E T UN L E S S A D E Q U A T E D R A I N A G E O R S W A L E S A R E P R O V I D E D . 7. B O T H M A T E R I A L S A N D I N S T A L L A T I O N O F D R A I N T I L E , W A T E R − P R O O F I N G , C O N T R O L J O I N T S , F L A S H I N G , A N D IN S U L A T I O N A R E T O B E I N A C C O R D A N C E W I T H T H E C O D E B Y T H E G E N E R A L C O N T R A C T O R , U N L E S S N O T E D OT H E R W I S E . 8. A L L W A L L W I D T H S S H O W N A R E N O M I N A L D I M E N S I O N S , U N L E S S N O T E D O T HE R W I S E . O V E R A L L W A L L TH I C K N E S S M A Y V A R Y B Y U P T O 1 2 " F R O M T H A T S H O W N O N T H E D R A W I N G S . 9. R E I N F O R C I N G P L A C E M E N T T O L E R A N C E I S N O T T O E X C E E D 1 2 ". B A R S B E I N G S P L I C E D AR E T O B E W I T H I N 2 " OF C E N T E R L I N E . M I N I M U M S P L I C E L E N G T H S A R E 3 0 B A R D I A M E T E R S F O R G R A D E 4 0 S T E E L A N D 4 8 B A R DI A M E T E R S F O R G R A D E 6 0 S T E E L . T Y IN G I S N O T R E Q U I R E D P R O V I D E D T HE S E T O L E R A N C E S A R E M E T . 10 . P R O V I D E M A T C H I N G H O O K B A R S F O R AL L H O R I Z O N T A L B A R S A T W A L L C OR N E R S A N D I N T E R S E C T I O N S . HO R I Z O N T A L B A R S M A Y B E P L A C E D A N YW H E R E W I T H I N T H E W A L L A S L O N G AS A 2 " M I N I M U M C L E A R C O V E R IS A C H I E V E D O N A L L S I D E S . 11 . R E I N F O R C I N G M A Y B E B U N D L E D UP T O A M A X I M U M O F T H R E E B A R S . 12 . D O W E L S M A Y B E D R I L L E D A N D G R O U T E D I N P L A C E . V E R T I C A L B A R S A ND D O W E L S D O N O T N E E D T O A L I G N . VE R T I C A L B A R S M A Y B E D R I L L E D A N D E M B E D D E D 5 " I N T O T H E S T R I P F O O TI N G I N L I E U O F D O W E L S . 13 . T H E B O N D B E T W E E N C O NC R E T E A N D R E I N F O R C I N G W I L L N O T B E A P P R E C IA B L Y R E D U C E D I F V E R Y M I N O R FO R M O I L I S P R E S E N T F O R T H E C O N D I T I O NS C O N T A I N E D W I T H I N T H E S E D RA W I N G S . 14 . S I L L P L A T E S A R E T O B E A N C H O R E D W I T H A M I N I M U M O F T W O A N C H O R S P E R S I L L S E C T I O N . A L L S E C T I O N S AR E T O H A V E A N A N C H O R W I T H I N 4 " T O 1 2 " O F E A C H E N D . A N A N C H O R IS T O B E P L A C E D A T A L L W A L L CO R N E R S A N D I N T E R S E C T I O N S O N W A LL S M O R E T H A N T W O F E E T I N L E N G T H . W A L L S T W O F E E T O R L E S S I N LE N G T H R E Q U I R E A M I N I M U M O F O N E A N C H O R . R E Q U I R E M E N T S F O R S H E A R W A L L S A N D B R A C E D P A N E L S MA Y B E I N E X C E S S O F T H ES E R E Q U I R E M E N T S . T W O I N C H W A S H E R S A R E O NL Y R E Q U I R E D A T F U L L H E I G H T FO U N D A T I O N W A L L S . B U I L D I N G D E S I G N E R I S T O A C C O M M O D A T E L O A D P A T H F O R A N Y V E R T I C A L L O A D TR A N S F E R O V E R A S I L L P L A T E O V E R H A N G C O N D I T I O N . 15 . A N C H O R B O L T S 1 2 " D I A M E T E R O R L A R G E R A R E N O T R E Q U I R E D T O B E C O R R O S I O N P R O T E C T E D I N AC C O R D A N C E W I T H C O D E S E C T I O N R 3 1 7 . 3 . 1 E X C E P T I O N 1 . 16 . A L L P R E − M A N U F A C T U R E D F A S T E N E R S A N D C O N N E C T O R S A R E T O B E I N S TA L L E D I N A C C O R D A N C E W I T H TH E M A N U F A C T U R E R ’ S R E Q U I R E M E N T S . 17 . F L O O R B L O C K I N G I S O N L Y R E Q U I R E D A T F U L L H E I G H T F I R S T F L O O R N ON − B E A R I N G F O U N D A T I O N W A L L S . 18 . C A R E I S T O B E T A K E N D U R I N G C O N C R E T E P L A C E M E N T T O M I N I M I Z E I N AD E Q U A T E H O R I Z O N T A L A N D DI A G O N A L C O L D J O I N T S , A N D T O P R E V E N T T H E S E J O I N T S E N T I R E L Y I N W AL L S W I T H O U T V E R T I C A L RE I N F O R C E M E N T . A D E Q U A T E L Y V I B R A T E C O N C R E T E A T P O T E N T I A L J O I N T LO C A T I O N S A S R E Q U I R E D , BA S E D O N P L A C E M E N T C O N D I T I O N S T O E L I M I N A T E H O N E Y C O M B I N G A N D T O EN S U R E S U F F I C I E N T B O N D I N G IS A C H I E V E D . 19 . T O P A N D B O T T O M O F F O U N D A T I O N W AL L S A R E T O B E L A T E R A L L Y S U P P O RT E D P R I O R T O B A C K F I L L I N G . ME A N S A N D M E T H O D S O F L A T E R AL S U P P O R T A R E B Y O T H E R S . EQ U I V A L E N T R E B A R T A B L E FO R B U N D L E D H O R I Z O N T A L B A R S (2 ) # 4 = ( 1 ) # 6 (3 ) # 4 = ( 2 ) # 5 (3 ) # 5 = ( 2 ) # 6 ALTERNATIVE TO CODE TABLE R404.1.2 EQUIVALENT VERTICAL REBAR SUBSTITUTION TABLEBACKFILL TYPE CL E A R H E I G H T (S E E 5 / S 1 ) BACKFILL HEIGHT (SEE 5/S1)8’−0"9’−0"10’−0"7’−6"7’−0" OR LESS 8’−6"8’−0"7’−0"6’−0" OR LESS 9’−6"9’−0"8’−0"7’−0"6’−0" OR LESS8"10" 12"8"10" 12"8"10" 12"NONE NONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONE NONENONE NONENONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONENONE NONENONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONENONE NONE NONE NONE NONE NONE NONE NONE NONE * = N O N E I F F ’ c = 4,000 PSI*36"*36"*36"*36"*36"*36"36"36"36"36"36"36"36"36"24"24" 24"24"SAND (30 PSF/FT)WALL THICKNESSSANDY CLAY (45 PSF/FT)WALL THICKNESSCLAY (60 PSF/FT)WALL THICKNESS #6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)(1)#6 = (2)#4 (GRADE 60)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40) (2 ) # 4 H O R I Z O N T A L B A R S BO T H T O P & B O T T O M EX T E N D E D A T L E A S T 2 4 " BE Y O N D E A C H E N D O F S T E P ST A B L E B A N K HI G H F O O T I N G M A Y B E EX T E N D E D P R O V I D E D BA R S A R E P L A C E D A S SH O W N HO R I Z . B A R S TO P & B O T T O M 6" M I N T H I C K C O N C R E T E FO U N D A T I O N , S E E O T H E R DE T A I L S F O R M O R E I N F O OP T I O N A L C O N T R O L J O I N T AT E A C H E N D O F S T E P 72 " M A X S P A N EQ . EQ . 2 4 " M I N 3 " M I N T Y P CO N C R E T E S T R I P FO O T I N G 1 1 B 36 " M I N ST E P 2 x S T E P S T E P DO N O T L O C A T E C O N C E N T R A T E D L O A D S IN E X C E S S O F 2 , 0 0 0 P L F O R 1 0 , 0 00 P O U N D S A B O V E S T E P LO C A T I O N S S H O W N RE A R F R O S T W A L L LO O K O U T WA L L FU L L H E I G H T WA L L GA R A G E F R O S T WA L L EL E V A T I O N SH O W N F O R RE P R E S E N T A T I O N PU R P O S E S O N L Y −M A Y N O T A P P L Y ST E P S P A C I N G R E Q U I R E M E N T S A TY P . 6" MI N . WO O D F R A M I N G A B O V E B Y O T H E R S 1 2 "Ø x 1 0 " L O N G A N C H O R BO L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R EQ U I V A L E N T M E T A L ST R A P A N C H O R S SL O P E G R A D E A W A Y FR O M F O U N D A T I O N OP T I O N A L S T E M W A L L MI N I M U M T H I C K N E S S T O MA T C H S I L L P L A T E SI L L P L A T E T O M A T C H FR A M E W A L L A B O V E 16 " M A X F O R 4 " T H I C K S T E M 24 " M A X . F O R 6 " T H I C K S T E M SL A B − O N − G R A D E B Y O T H E R S (1 ) # 4 x C O N T I N U O U S HO R I Z O N T A L B A R A T TO P O F W A L L 6" M I N . C . I . P . C O N C R E T E FO U N D A T I O N W A L L UN R E I N F O R C E D C O N C R E T E ST R I P F O O T I N G S E E 5 / S 1 #4 x 2 ’ − 0 " D O W E L S @ 7 2 " O . C . M A X (5 " M I N . E M B E D ) D O W E L S A R E NO T R E Q U I R E D I F B A C K F I L L I S PL A C E D E Q U A L L Y O N B O T H SI D E S I N L I F T S N O T T O E X C E E D 24 " − A L T E R N A T E E A C H S I D E 6" MI N . 6 ’ − 0 " M A X WO O D F R A M I N G AB O V E B Y O T H E R S 1 2 "Ø x 1 0 " L O N G A N C H O R BO L T S ( 7 " M I N . E M B E D ) @ 7 2 " O . C . M A X . O R EQ U I V A L E N T M E T A L ST R A P A N C H O R S SL O P E G R A D E A W A Y F R O M FO U N D A T I O N A T A G R A D U A L 2 % SL O P E P E R G E N E R A L N O T E 6 SI L L P L A T E T O M A T C H FR A M E W A L L A B O V E #4 x C O N T I N U O U S H O R I Z O N T A L BA R S @ 2 4 " O . C . T Y P . OP T I O N A L 2 " R I G I D I N S U L A T I O N O N IN S I D E F A C E A N D U N D E R SL A B − O N − G R A D E F O R 2 4 " M I N . UN R E I N F O R C E D C O N C R E T E ST R I P F O O T I N G S E E 5 / S 1 (D R O P F O R F R O S T A S RE Q U I R E D P E R S I T E D E S I G N ) #4 x 2 ’ − 0 " D O W E L S @ 4 8 " O . C . MA X ( 5 " M I N . E M B E D ) (1 ) # 4 x C O N T I N U O U S H O R I Z O N T A L BA R A T T O P O F W A L L OP T I O N A L S L A B L E D G E CO N C R E T E S L A B − O N − G R A D E 8" M I N . C . I . P . C O N C R E T E FO U N D A T I O N W A L L #4 x 4 ’ − 0 " H O O K S @ 2 4 " O . C . B E N T O R DR I L L E D A N D E P O X Y G R O U T E D 3’ − 0 " 1 ’ − 0 " N O H O O K S @ 3 ’ − 0 " O R L E S S GR A N U L A R M A T E R I A L ( S A N D ) #5 V E R T I C A L B A R S @ 2 4 " O . C . CE N T E R E D I N W A L L T O A I D I N TH E R E D U C T I O N O F C R A C K I N G AN D B A C K F I L L I N G I S S U E S P R I O R TO T O P O F W A L L P I N N I N G CO N T R A C T O R I S T O P R O V I D E TE M P O R A R Y T O P O F W A L L BR A C I N G U N T I L G A R A G E SL A B − O N − G R A D E I S I N P L A C E (H O O K S I N T O G A R A G E S L A B PR O V I D E R E Q U I R E D T O P O F WA L L L A T E R A L S U P P O R T ) C L E A R H E I G H T B A C K F I L L H E I G H T 1 1 2 " C L E A R UN R E I N F O R C E D C O N C R E T E S T R I P FO O T I N G PE R C O D E O R B Y B U I L D I N G DE S I G N E R , A S A N A L T E R N A T I V E G U I D E US E T A B L E S H O W N A T L E F T 8" M I N . C . I . P . C O N C R E T E FO U N D A T I O N W A L L − S E E RE B A R T A B L E 6 / S 1 F O R VE R T I C A L R E B A R AN C H O R B O L T S S E E W A L L AN C H O R I N F O O N 2 / S 2 FL O O R T O S I L L CO N N E C T I O N S E E 1 / S 2 WO O D F L O O R SY S T E M B Y O T H E R S SL O P E G R A D E A W A Y FR O M F O U N D A T I O N 2x 6 M I N S I L L P L A T E (2 ) # 4 x C O N T . H O R I Z O N T A L B A R S (3 ) # 4 x C O N T . H O R I Z O N T A L B A R S GE N E R A L S T R I P F O O T I N G S I Z E G U I D E ON E − S T O R Y ST R U C T U R E 16 " W I D E x 8 " T H I C K 20 " W I D E x 8 " T H I C K TW O − S T O R Y ST R U C T U R E 20 " W I D E x 8 " T H I C K 26 " W I D E x 8 " T H I C K 20 0 0 P S F SO I L 15 0 0 P S F NO T E : T A B L E A B O V E I S A G E N E R A L F O O T I N G S I Z E G U I D E T H A T S H O U L D B E V E R I F I E D B Y H O M E DE S I G N E R A N D I S B A S E D O N 2 5 ’ − 0 " FL O O R S P A N S & 5 0 ’ − 0 " R O O F S P A N S CO N C R E T E SL A B − O N − G R A D E PL A C E D T I G H T T O FO U N D A T I O N W A L L 6"MIN.3’−0" MAX GRADE HEIGHT ABOVE TOP OF SLAB #4 x 2’−0" DOWELS (5" MIN.EMBED) CENTERED IN WALL @ 48" O.C. (SAND SOIL)OR 36" O.C. (SANDY−CLAY SOIL)OR 24" O.C. (CLAY SOIL)DOWELS MUST BE WET SET OR DRILLED AND EPOXY GROUTED6" MIN. THICK C.I.P.CONCRETE FOUNDATION WALLSLOPE GRADE AWAY FROM FOUNDATION12"Ø x 10" LONG ANCHOR BOLTS (7" MIN. EMBED)@ 72" O.C. MAX. OR EQUIVALENT METAL STRAP ANCHORS (1) #4 x CONT HORIZONTAL BAR AT TOP OF WALLFRAMING & SILL PLATE BY OTHERS SLAB−ON−GRADE BY OTHERS #4 x 2 ’ − 0 " D O W E L S @ 7 2 " O . C . MA X ( 5 " M I N . E M B E D ) Lennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 UNREINFORCED CONCRETE STRIP FOOTING SEE 5/S1 (18" MIN WIDTH FOR CLAY BACKFILL OR 16" MIN WIDTH IF 2’−6" MAX UNBALANCED BACKFILL) TH E S E C A S T − I N − P L A C E C O N C R E T E F O U N D A T I O N W A L L G U I D E L I N E D R A W I N G S A R E P R E P A R E D A N D CE R T I F I E D B Y T H E H A N S O N G R O U P I N C O M P L I A N C E W I T H T H E M I N N E S O T A RE S I D E N T I A L C O D E . T H E S E DR A W I N G S C O N T A I N S T R U C T U R A L I N F O RM A T I O N F O R U S E I N T H E C O N S T R U C TI O N O F S T A N D A R D C . I . P . CO N C R E T E F O U N D A T I O N S F O R T Y P I C A L R E S I D E N T I A L C O N D I T I O N S . T H I S IN F O R M A T I O N I S R E L E V A N T TO T H E C O N C R E T E C O N T R A C T O R , T H E GE N E R A L C O N T R A C T O R , A N D T H E F R A MI N G C O N T R A C T O R . TH E S E D R A W I N G S E X P I R E O N D E C E M B E R 3 1 , 2 0 1 9 . CO P Y R I G H T H A N S O N G R O U P L L C 2 0 1 9 © Description Date Revision January 1, 2019Project Number:Date:9.001 S2 2 Sheets: of 2Print Name:Signed: License Number:Nick Hanson 1−1−19 46665 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota. CO N N E C T I O N I N F O TO P O F W A L L C O N N E C T I O N T O FL O O R S Y S T E M 1 S2 BR I C K L E D G E I N F O 5 S2 WA L L S E C T I O N AT W I N D O W W E L L L O C A T I O N S 6 S2 ST O O P I N F O 7 S2 WA L L A N C H O R I N F O AN C H O R B O L T A N D A L T E R N A T I V E SP A C I N G 2 S2 BL O C K I N G D E T A I L FL O O R J O I S T C O N D I T I O N 3 S2 BLOCKING DETAIL FLOOR TRUSS CONDITION4 S2 SITE ADDRESS:City:State:Zip:MN3407 Kilmer Lane North Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.com VE N E E R O R SL A B − O N − G R A D E BY O T H E R S FO U N D A T I O N WA L L S E E 5 / S 1 WO O D F L O O R SY S T E M B Y OT H E R S FR A M I N G B Y O T H E R S 16 " H I G H M A X x 6" T H I C K M I N ST E M 6 " M I N WO O D F L O O R SY S T E M B Y OT H E R S FR A M I N G B Y O T H E R S 6" M I N T H I C K S T E M #4 D O W E L S @ 3 6 " O . C . EM B E D D E D 2 4 " I N T O LO W E R W A L L FO U N D A T I O N WA L L S E E 5/ S 1 VE N E E R O R SL A B − O N − G R A D E BY O T H E R S 1 2 " VE N E E R O R SL A B − O N − G R A D E BY O T H E R S FO U N D A T I O N W A L L SE E 2 / S 1 O R 3 / S 1 FR A M I N G B Y OT H E R S 16 " H I G H M A X x 4 " T H I C K M I N ST E M TH I C K N E S S T O MA T C H S I L L PL A T E 6 " 3 ’ − 0 " M A X VE N E E R O R SL A B − O N − G R A D E BY O T H E R S FO U N D A T I O N W A L L SE E 4 / S 1 SL A B − O N − G R A D E FR A M I N G B Y OT H E R S 6" M I N T H I C K ST E M SI M @ N O N − B E A R I N G SI M @ F R O S T W A L L w/ L O W G R A D E SI M @ N O N − B E A R I N G 1 1 2 " CL E A R M I N M A X #4 D O W E L S @ 36 " O . C . EM B E D D E D 2 4 " IN T O L O W E R WA L L ( C E N T E R IN S T E M W A L L ) 6 " 1 2 "Ø A N C H O R B O L T S w / N U T & 1 8 " T H I C K x 2 " Ø O R S Q U A R E W A S H E R S E E 2 / S 2 FO R S P A C I N G ( 7 " E M B E D M I N ) −M E T A L S T R A P A N C H O R S T O B E IN S T A L L E D A T M A N U F A C T U R E R EQ U I V A L E N T S P A C I N G FL O O R S Y S T E M , T Y P E , SI Z E , A N D S P A C I N G T O B E DE T E R M I N E D B Y O T H E R S RI M B O A R D O R B R A C I N G MA T E R I A L B Y O T H E R S 2x 6 S I L L P L A T E M I N I M U M FL O O R T O S I L L C O N N E C T I O N A T EA C H M E M B E R S E E T A B L E B E L O W WA S H E R T O B E C O U N T E R S U N K FL U S H w / T O P O F S I L L P L A T E SE E F U L L H E I G H T W A L L S E C T I O N ON 5 / S 1 F O R F O U N D A T I O N W A L L RE Q U I R E M E N T S SL O P E G R A D E A W A Y FR O M F O U N D A T I O N M I N BA C K F I L L T Y P E CL E A R H E I G H T (S E E 5 / S 1 ) FL O O R M E M B E R SP A C I N G 8’ − 0 " 9’ − 0 " 10 ’ − 0 " 16 " 19 . 2 " A (4 ) 0 . 1 3 1 " Ø x 3 " T O P N A I L S A T E A C H M E M B E R SA N D (3 0 P S F / F T ) SA N D Y C L A Y (4 5 P S F / F T ) CL A Y (6 0 P S F / F T ) 24 " 16 " 19 . 2 " 24 " 16 " 19 . 2 " 24 " A A A A A A A B A A B B B B B C C C D D D D D D DC CO N N E C T I O N A (4 ) 0 . 1 4 8 " Ø x 3 " T O P N A I L S A T E A C H M E M B E R CO N N E C T I O N B (2 ) 0 . 1 3 1 " Ø x 3 " T O P N A I L S & M E C H A N I C A L C L I P S : S I M P S O N A 3 5 / U S P M P A 1 OR US P L J C A T EA C H M E M B E R CO N N E C T I O N C CO N N E C T I O N D (2 ) 0 . 1 3 1 " Ø x 3 " T O P N A I L S & M E C H A N I C A L C L I P S : S I M P S O N F W A N Z * OR U S P L J Q * * OR ( 2 ) S I M P S O N A 3 5 s * * * / ( 2 ) U S P M P A 1 s * * * A T E A C H M E M B E R AL T E R N A T I V E T O C O D E T A B L E R 4 0 4 . 1 . ( 1 ) BA C K F I L L T Y P E CL E A R H E I G H T (S E E 5 / S 1 ) BA C K F I L L H E I G H T (S E E 5 / S 1 ) 8’ − 0 " 9’ − 0 " 10 ’ − 0 " 7’ − 6 " 7’− 0 " 8’ − 6 " 8’ − 0 " 7’ − 0 " O R L E S S 9’ − 6 " 9’ − 0 " 8’ − 0 " 7’ − 0 " O R L E S S 72 " * 1 2 "Ø E P O X I E D T H R E A D E D R O D w / 6 " E M BE D M A Y B E U S E D A T S P A C I N G S H O W N SA N D (3 0 P S F / F T ) SA N D Y C L A Y (4 5 P S F / F T ) CL A Y (6 0 P S F / F T ) 6’ − 0 " O R L E S S 72 " 72 " 72 " 72 " 72 " 72 " 72 " 72 " 72 " 72 " 72 " 72 " 48 " 60 " 72 " 48 " 60 " 72 " 36 " 48 " 72 " 36 " 36 " 72 " 72 " 7 2 " 48 " 24 " 24 " AL T E R N A T I V E T O C O D E T A B L E R 4 0 4 . 1 . ( 1 ) BA C K F I L L T Y P E CL E A R H E I G H T (S E E 5 / S 1 ) BA C K F I L L H E I G H T (S E E 5 / S 1 ) 8’ − 0 " 9’ − 0 " 10 ’ − 0 " 7’− 6 " 7’ − 0 " 8’− 6 " 8’− 0 " 7’ − 0 " O R L E S S 9’− 6 " 9’− 0 " 8’− 0 " 7’ − 0 " O R L E S S 48 " ** A P P L I E S T O M A B 1 5 / F A 1 , M A B 2 3 / F A 2 , M A S / F A 3 , 1 2 "Ø E X P A N S I O N B O L T w / 6 " E M B E D , 1 2 "Ø S E L F − C U T T I N G A N C H O R B O L T w / 4 " E M B E D , O R S I M P S O N F W A Z A N C H O R SA N D (3 0 P S F / F T ) SA N D Y C L A Y (4 5 P S F / F T ) CL A Y (6 0 P S F / F T ) 6’ − 0 " O R L E S S 60 " 72 " 30 " 36 " 72 " 18 " 24 " 42 " 72 " 72 " 24 " 18 " 20 " 24 " 18 " 24 " 24 " 30 " 42 " 16 " 12 " 14 " 16 " 12 " 16 " 36 " 36 " N/ A N/ A 10’−0" MAX TO T.O.S. 1 ’ − 8 " M A X FLASHING & WOOD PROTECTION BY OTHERS FLOOR FRAMING OR BLOCKING FLOOR CONNECTION SEE 1/S2 &2/S2 C.I.P. CONCRETE WALL SEE ADJACENT PLANS FOR THICKNESS &MAXIMUM WALL LENGTHS SEE FULL HEIGHT WALL SECTION 5/S1 FOR REINFORCING ST O O P SL A B B Y OT H E R S 13 ’ − 6 " @ 1 0 " W A L L 3 ’ − 0 " M I N . 10 ’ − 6 " @ 8 " W A L L 13 ’ − 6 " @ 1 0 " W A L L 3 ’ − 0 " M I N . 10 ’ − 6 " @ 8 " W A L L 13 ’ − 6 " @ 1 0 " W A L L 10 ’ − 6 " @ 8 " W A L L 13 ’ − 6 " @ 1 0 " W A L L 3 ’ − 0 " M I N . 10 ’ − 6 " @ 8 " W A L L 13’−6" @ 10" WALL10’−6" @ 8" WALL 3 ’ − 0 " F U L L H E I G H T BA S E M E N T M I N F U L L H E I G H T F U L L H E I G H T EX A M P L E C O R N E R OR S T R A I G H T W A L L OP T I O N S − T Y P ST O O P A R E A 8" M I N C . I . P . C O N C R E T E WA L L S E E F U L L H E I G H T WA L L S E C T I O N 5 / S 1 1. A D D R E T U R N W A L L S O R B U T T R E S S E S I N S T O O P A R E A A S S H O W N I F O V E R AL L S T O O P C E N T E R T O C E N T E R WI D T H E X C E E D S D I M E N S I O N S S H O W N . 2. S T O O P W A L L S R E Q U I R E M I N I M U M 1 6 " W I D E x 8 " D E E P C O N C R E T E S T R I P F O O T I N G . SL O P E G R A D E AW A Y F R O M FO U N D A T I O N SL O P E G R A D E AW A Y F R O M FO U N D A T I O N SL O P E G R A D E AW A Y F R O M FO U N D A T I O N SL O P E G R A D E AW A Y F R O M FO U N D A T I O N NO T E : I N C R E A S E S T R I P F O O T I N G W I D T H A T A L L W A L L S S U P P O R T I N G M O R E T H A N 6 ’ − 0 " O F V E N E E R . WI D T H T O I N C R E A S E B Y T H I C K N E S S OF V E N E E R M U L T I PL I E D B Y N U M B E R O F S T O R I E S . T Y P * F W A N Z T O B E U S E D W I T H A M I N . 1 1 8 " O S B R I M A N D L O C A T E D w / I N 5 " O F E A C H M E M B E R . W I T H F L O O R T R U S S ES , FW A N Z M U S T B E I N C O N T A C T W I T H A TR U S S O R A M I N I M U M 2 x 4 C O N T I N U O US B O T T O M B R A C E M U S T B E I N P L A C E . ** L J Q I S T O B E A P P R O P R I A T E L Y S I Z E D B A S E D O N M E M B E R W I D T H . ** * M E M B E R M U S T B E A M I N I M U M O F 3 " W I D E F O R P L A C E M E N T O F ( 2 ) S I MP S O N A 3 5 s / ( 2 ) U S P M P A 1 s . ** * * C O N N E C T I O N S A R E C L A S S I F I E D A T O D , W I T H D B E I N G T H E S T R O N G E ST . I T I S A C C E P T A B L E T O U S E A ST R O N G E R C L A S S C O N N E C T I O N T H AN N O T E D I N T H E T A B L E A B O V E . 2x 8 S I L L P L A T E T O B E U S E D w / MA X I M U M O F 1 1 2 " O V E R H A N G (M A I N T A I N 2 3 4 " E D G E D I S T A N C E TO B O T H C O N C R E T E A N D I N S I D E OF S I L L P L A T E ) − V E R T I C A L L O A D TR A N S F E R B Y S U P P L I E R BA C K F I L L B E L O W EX T E R I O R S T O O P S L A B S WI T H C O M P A C T E D GR A N U L A R M A T E R I A L TO F R O S T D E P T H (4 ’ − 0 " M I N I M U M ) NA I L S H E A T H I N G T O BL O C K I N G / J O I S T S 0. 1 3 1 Ø x 3 " L O N G N A I L S @ 6 " O . C . ST R U C T U R A L R I M B O A R D B Y O T H E R S TY P E D C O N N E C T O R @ B L O C K I N G S E E 1/ S 2 2 x 6 M I N SI L L P L A T E FO U N D A T I O N W A L L S E E O T H E R S H E E T S FO R A N C H O R S & W A L L I N F O SL O P E G R A D E A W A Y F R O M FO U N D A T I O N IF R E Q U I R E D , P R O V I D E 2 x 4 M I N SP A C E R S U N T I L S P A C E S I N W H I C H F U L L HE I G H T B L O C K I N G C A N B E I N S T A L L E D , TO E N A I L T O F L O O R M E M B E R S E A C H E N D w/ ( 1 2 ) 0 . 1 3 1 " Ø x 3 " L O N G N A I L S FR A M I N G BY O T H E R S OP T I O N A L O P E N S P A C E A S S H O W N OR S H I F T F U L L H E I G H T B L O C K I N G PR O V I D E B L O C K I N G AS R E Q U I R E D T O A C H I E V E NA I L I N G S H O W N . ( M I N 2 SP A C E S ) B L O C K I N G H E I G H T TO M A T C H J O I S T D E P T H & BE O F L U M B E R , I − J O I S T , O R OT H E R M A N U F A C T U R E D MA T E R I A L A T T A C H BL O C K I N G T O J O I S T S w / T O E NA I L S E A C H E N D JO I S T S B Y O T H E R S SE E 2 / S 2 F O R S P A C I N G O F BL O C K I N G S Y S T E M S H O W N NO T E S : 1. M A I N L E V E L F L O O R S H E A T H I N G T O B E 3 4 " P L Y W O O D / O S B P L A C E D I N S T A G G E R E D P A T T E R N N A I L E D w / 0 . 1 3 1 " Ø x 3" L O N G N A I L S @ 6 " O . C . A T P A N E L S ED G E S & @ 1 2 " O . C . @ P A N E L I N TE R I O R S U P P O R T S O F E Q U I V A L E N T . 2. N A I L S I N B L O C K I N G A R E T O B E PL A C E D S U C H T H A T T H E W O O D D O E S N O T S P L I T . 3. B L O C K I N G M E M B E R S S H O W N M A Y B E R E P L A C E D W I T H P R E − M A N U F A C T U R E D TR U S S S T Y L E O R F U L L D E P T H ME M B E R B L O C K I N G S U C H A S I − J O I S T O R L V L D E S I G N E D F O R 1 , 5 0 0 P O U N D L A T E R A L C O M P R E S S I V E L O A D . NA I L I N G S H O W N I S T O B E U S E D A T M I N I M U M . 4. B L O C K I N G D O E S N O T H A V E T O B E P L A C E D I N A D J A C E N T B A Y S . I F R E Q UI R E D U S E A D D I T I O N AL 2 x 4 S P A C E R S A S SH O W N I N F I R S T S P A C E . 5. H O L E S M A Y B E I N S T A L L E D I N B L O C K I N G I F R E Q U I R E D U P T O 4 " I N D I AM E T E R , M A I N T A I N 3 " E D G E D I S T A N C E . NAIL SHEATHING TO BLOCKING/TRUSSES w/ (12) 0.131"Øx3" LONG NAILSDUCT/MECHANICAL (AS REQUIRED)BY OTHERS FRAMING BY OTHERS 0.131 Ø x 3" LONG NAILS @ 6" O.C.RIM TRUSS BY OTHERS TOP NAIL RIM TO SILL w/ MIN OF (12)0.131 Ø x 3" LONG NAILS EACH SIDE OF BLOCKING OR TYPE D CONNECTOR @ BLOCKING SEE 1/S2 2 x 6 MIN SILL PLATE FOUNDATION WALL SEE OTHER SHEETS FOR ANCHORS & WALL INFO SLOPE GRADE AWAY FROM FOUNDATION IF REQUIRED, PROVIDE 2 x 4 MIN SPACERS TOP & BOTTOM AT MECHANICAL UNTIL SPACES IN WHICH BLOCKING CAN BE INSTALLED, TOE NAIL TO FLOOR MEMBERS w/ (2) 0.131 Ø x 3" LONG NAILS3/4" PLYWOOD/OSB ONE SIDE OF B L O C K I N G w / ( 6 ) 0.131 Ø x 3" LONG NAILS TOP & BOTTOM OR 1/2" PLYWOOD/OSB EACH SIDE OF BLOCKING EACH w/(4) 0.131 Ø x 3" LONG NAILS TOP & BOTTOMPROVIDE 2 x 4 MIN BLOCKING TOP & BOTTOM OF TRUSSES AS REQUIRED TO ACHIEVE NAILING SHOWN.INSTALL w/ (2) 0.131 Ø x 3"LONG TOE NAILSTRUSSES BY OTHERS NO T E S : 1. M A I N L E V E L F L O O R S H E A T H I N G T O B E 3 4 " PLYWOOD/OSB PLACED IN STAGGERE D PATTERN NAILED w/ 0.131"Ø x 3 "LONG NAILS @ 6" O.C. AT PANELS EDGES & @ 12" O.C. @ PANEL INTER IOR SUPPORTS OF EQUIVALENT. 2. N A I L S I N B L O C K I N G A R E T O B E P L A CED SUCH THAT THE WOOD DOES NO T SPLIT. 3. B L O C K I N G M E M B E R S S H O W N M A Y B E R E P L A C E D W I T H P R E − M A N U F A C T U R E D TRUSS STYLE OR FULL DEPTH MEMBER BLOCKING SUCH AS I−JOIST OR LVL DESIGNED FOR 1,500 POUND LATERA L COMPRESSIVE LOAD. NAILING SHOWN IS TO BE USED AT MINIMUM. 4. B L O C K I N G D O E S N O T H A V E T O B E P L A C E D I N A D J A C E N T B A Y S . I F R E Q UIRED USE ADDITIONAL 2x4 SPACERS AS SHOWN IN FIRST SPACE. 5. H O L E S M A Y B E I N S T A L L E D I N B L O C K I N G I F R E Q U I R E D U P T O 4 " I N D I AMETER, MAINTAIN 3" EDGE DISTANCE.SEE 2/S2 FOR SPACING OF BLOCKING SYSTEM SHOWN 1 0 ’ − 0 " M A X 3 ’ − 8 " M A X 2 ’ − 6 " M I N O P E N I N G 1 ’ − 6 " M I N 3’ − 0 " E A C H W A Y M I N 1 1 2 " T Y P SL O P E G R A D E A W A Y FR O M F O U N D A T I O N #4 H O R I Z O N T A L B A R S @ 12 " O . C . C E N T E R E D I N WA L L S L A P A R O U N D CO R N E R S A N D H O O K IN T O F O U N D A T I O N W A L L @ E A C H S I D E ( R E F E R T O 5/ S 1 F O R H O R Z . B A R RE Q U I R E M E N T S w / 8 " C. I . P . W A L L S ) 6" M I N C . I . P . CO N C R E T E W A L L #4 V E R T I C A L B A R S @ EA C H O U T S I D E CO R N E R O F W E L L (1 ) # 4 x 2 ’ − 0 " D O W E L @ EA C H O U T S I D E CO R N E R O F W E L L ( 5 " MI N E M B E D ) 12 " W I D E x 8 " T H I C K M I N ST R I P F O O T I N G (1 ) # 4 H O R I Z O N T A L BA R A T T O P O F W A L L (2 ) # 4 H O R I Z O N T A L B A R S TO P & B O T T O M O F LI N T E L E X T E N D 2 4 " M I N PA S T O P E N I N G E A C H EN D ( W O O D O R S T E E L OP T I O N B Y O T H E R S ) WA L L B E Y O N D PL A C E ( 2 ) # 4 V E R T I C A L BA R S F U L L H E I G H T A N D ON E A N C H O R w / I N 1 2 " O F OP E N I N G E A C H E N D 8" M I N C . I . P . CO N C R E T E W A L L SL A B − O N − G R A D E UN R E I N F O R C E D C O N C R E T E ST R I P F O O T I N G S E E F U L L HE I G H T W A L L S E C T I O N 5 / S 1 LO O K O U T WA L L SE E 3 / S 1 GR A N U L A R MA T E R I A L (S A N D ) S L O P E WI N D O W W E L L LA D D E R / ES C A P E ME A N S B Y OT H E R S 5’ − 0 " E A C H W A Y M A X FL O O R S Y S T E M B Y O T H E R S (D O N O T P L A C E G I R D E R S O R BE A M S O V E R C O N C R E T E L I N T E L DE S I G N E D F O R 1 5 0 0 P L F ) I F C O N C R E T E OP T I O N A L R I G I D I N S U L A T I O N w / I N W I N D O W W E L L A T TH E D I S C R E T I O N O F T H E B U I L D E R F O R A D D I T I O N A L FR O S T P R O T E C T I O N A S R E Q U I R E D P E R S I T E D E S I G N 6" MI N . Lennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 A Description Date Revision June 5, 2015Project Number: 5.087 S3 1 of 2Print Name:License Number:Ryan Mack 6−5−15 46673I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota.3407 Kilmer Lane N Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.comLennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 6013 Model "F" Elevation Minnesota ConstructionPLANS SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY. PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY SUPPORT THE HANSON GROUP’S DESIGN. CO P Y R I G H T H A N S O N G R O U P , L L C 2 0 1 5 © 2x 4 B L O C K I N G B E T W E E N R O O F TR U S S E S N A I L E D T O T O P PL A T E S w / ( 3 ) 8 d N A I L S E A C H NA I L E A C H J O I S T T O TO P P L A T E w / ( 3 ) 8 d TO E N A I L S NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " IN T E R I O R B E A R I N G W A L L I N T E R I O R N O N − B E A R I N G W A L L PR O V I D E F U L L D E P T H BL O C K I N G B E T W E E N JO I S T S N A I L E D T O TO P P L A T E S w / ( 3 ) 8 d NA I L S E A C H NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " PR O V I D E R O O F TR U S S D I R E C T L Y I N LI N E w / B R A C E D W A L L PA N E L F A S T E N E D T O PL A T E S w / 8 d TO E N A I L S @ 6 " O . C . PR O V I D E J O I S T DI R E C T L Y I N L I N E w/ B R A C E D W A L L PA N E L F A S T E N E D TO P L A T E S w / 8 d TO E N A I L S @ 6 " O . C . TH I S S H E E T / S R E P R E S E N T S A C O M P L E T E D E S I G N O F T H E ˆ M A I N W I N D F O R C E R E S I S T I N G S Y S T E M ˜ F O R T H E E N T I R E RE S I D E N T I A L S T R U C T U R E . T H E L O C A T I O N A N D L E N G T H O F E A C H B R A C E D WA L L P A N E L A N D E N G I N E E R E D W I N D RE S I S T I N G E L E M E N T T H A T I S R E Q U I R E D F O R T H E H A N S O N G R O U P ’ S D E S I G N I S S H O W N O N T H E S T R U C T U R A L DR A W I N G S . W A L L S N O T S P E C I F I C A L L Y L A B E L E D O N T H E P L A N S M A Y B E S TA N D A R D F R A M I N G . SE C T I O N S S H O W N D E P I C T C O N N E C T IO N S O F B R A C E D W A L L P A N E L S T O RO O F T R U S S E S A B O V E , T O J O I S T S /T R U S S E S / B L O C K I N G A B O V E , A N D T O JO I S T S / T R U S S E S / B L O C K I N G B E L O W . T H E S E P A N E L S A R E N O T N E C E S S A R I L Y RE Q U I R E D T O A L I G N , B U T M A Y D E P E N D I N G O N P L A N L A Y O U T . NA I L E A C H T R U S S T O T O P PL A T E w / ( 3 ) 8 d T O E N A I L S NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " PR O V I D E F U L L D E P T H BL O C K I N G B E T W E E N TR U S S E S N A I L E D T O TO P P L A T E S w / ( 3 ) 8 d NA I L S E A C H NA I L B O T T O M P L A T E TO B L O C K I N G w / ( 3 ) 16 d N A I L S E V E R Y 1 6 " PR O V I D E T R U S S DI R E C T L Y I N L I N E w/ B R A C E D W A L L PA N E L F A S T E N E D TO P L A T E S w / 8 d TO E N A I L S @ 6 " O . C . RO O F TR U S S E S BR A C E D WA L L P A N E L FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) US P M P A 1 FR A M I N G AN G L E EA C H E N D (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S PR O V I D E 1 2 " W I D T H W E B ST I F F E N E R F O R A T T A C H M E N T OF F R A M I N G A N G L E BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P A 1 FR A M I N G AN G L E EA C H E N D FL O O R JO I S T S PR O V I D E 1 2 " W I D T H W E B ST I F F E N E R F O R A T T A C H M E N T OF F R A M I N G A N G L E BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P A 1 FR A M I N G AN G L E EA C H E N D FL O O R JO I S T S BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P 4 F FR A M I N G PL A T E EA C H E N D FL O O R TR U S S E S FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) BR A C E D WA L L P A N E L (4 ) 0 . 1 3 1 " Ø x 3 " N A I L S US P M P 4 F FR A M I N G PL A T E EA C H E N D FL O O R TR U S S E S FL A T 2 x 6 @ 2 4 " O . C . (M I N . ( 3 ) P E R B R A C E D WA L L P A N E L ) BR A C E D W A L L C O N N E C T I O N BR A C E D W A L L C O N N E C T I O N BR A C E D W A L L C O N N E C T I O N (R O O F T R U S S E S ) (F L O O R J O I S T S ) (F L O O R T R U S S E S ) DE T A I L S S H O W N A B O V E A R E AL T E R N A T I V E C O N N E C T I O N S T O B E US E D W H E N B R A C E D W A L L P A N E L DO E S N O T A L I G N W I T H F R A M I N G . EX T E R I O R N O N − B E A R I N G W A L L RO O F T R U S S FA S T E N E D T O PL A T E S w / 8 d TO E N A I L S @ 6" O . C . NA I L R I M T O P PL A T E S w / 8 d TO E N A I L S @ 6" O . C . NA I L B O T T O M PL A T E T O R I M / JO I S T / B L O C K I N G w/ ( 3 ) 1 6 d N A I L S EV E R Y 1 6 " NA I L L A D D E R TR U S S T O T O P PL A T E S w / 8 d NA I L S @ 6 " O . C . NA I L B O T T O M PL A T E T O LA D D E R T R U S S w/ ( 3 ) 1 6 d N A I L S EV E R Y 1 6 " RO O F T R U S S E S FA S T E N E D T O P L A T E S w/ ( 3 ) 8 d T O E N A I L S & US P R T 7 C L I P 2x 4 B L O C K I N G BE T W E E N TR U S S E S N A I L E D TO T O P P L A T E S w / (3 ) 8 d N A I L S E A C H NA I L E A C H J O I S T TO T O P P L A T E S w / (3 ) 8 d T O E N A I L S NA I L B O T T O M PL A T E T O R I M / JO I S T / B L O C K I N G w/ ( 3 ) 1 6 d N A I L S EV E R Y 1 6 " NA I L E A C H T R U S S TO T O P P L A T E S w / (3 ) 8 d T O E N A I L S NA I L B O T T O M PL A T E T O R I B B O N BR A C E / T R U S S w / (3 ) 1 6 d N A I L S EV E R Y 1 6 " FR A M E 2 x 4 B O X AR O U N D S P A C E BE T W E E N T R U S S w / SA M E S H E A T H I N G AN D F A S T E N I N G A S WA L L B E L O W (O R R E P L A C E w / AD E Q U A T E D E P T H 2x M E M B E R ) #1 2 x 3 1 2 " W O O D SC R E W S @ 1 6 " O . C . IN S T A L L E D I N AD D I T I O N T O N A I L S (M A I N / U P P E R LE V E L R O O F TR U S S B E A R I N G WA L L S O N L Y ) #1 2 x 3 1 2 " W O O D SC R E W S @ 1 6 " O . C . IN S T A L L E D I N AD D I T I O N T O N A I L S (M A I N / U P P E R LE V E L R O O F TR U S S B E A R I N G WA L L S O N L Y ) EX T E R I O R B E A R I N G W A L L RE P R E S E N T S FI G U R E R6 0 2 . 1 0 . 8 . 2 ( 3 ) IN D I C A T E S I N T E R I O R B R A CE D W A L L P A N E L w / G Y P S U M SH E A T H I N G B O T H F A C E S W I T H E I T H E R F A S T E N E R O P T I O N LI S T E D I N N O T E 3 , S P A C E D A T 4 " O . C . P R OV I D E I N C R E A S E D FA S T E N I N G R E Q U I R E M E N T S A S S H O W N B E L O W . IN D I C A T E S E N G I N E E R E D W I N D R E S I S T I N G E L E M E N T S T O BE C O N S T R U C T E D A S S H O W N I N T H E D E T A I L S H E E T S . (M I N . L E N G T H ) IN D I C A T E S E X T E R I O R BR A C E D W A L L P A N E L w / S H E A T H I N G O N EX T E R I O R F A C E I N A C C O R D A N C E w / N O T E 2 . P R O V I D E IN C R E A S E D F A S T E N I N G R E Q U I RE M E N T S A S S H O W N B E L O W . (M I N . L E N G T H ) DE S I G N A N D D E T A I L O F T H E M A I N W I ND F O R C E R E S I S T I N G S Y S T E M F O R A S I N G L E − F A M I L Y R E S I D E N C E . CO N S T R U C T I O N I S T O B E I N A C C O R D A NC E W I T H T H I S D O C U M E N T , S T A N D A R D I N D U S T R Y P R A C T I C E , A N D T H E C O D E . 1. T H E S E D O C U M E N T S A P P L Y T O S T R UC T U R A L O N L Y . R E F E R T O C O N S T R U C T IO N D O C U M E N T S F O R M O R E IN F O R M A T I O N . 2. A L L E X T E R I O R W A L L S A R E T O B E C ON S T R U C T E D I N A C C O R D A N C E W I T H T HE F O L L O W I N G C R I T E R I A , U . N . O . , W H I C H ME E T S O R E X C E E D S T H E R E Q U I R E M E N T S O F C O D E S E C T I O N R 6 0 2 . 1 0 . 4 − S FB & C S − S F B . A. 2 x 6 S T U D S S P A C E D @ 1 6 " O . C . B. M I N . W A L L S H E A T H I N G : 1 2 " F I B E R B O A R D S H E A T H I N G w / 1 3 4 " G A L V A N I Z E D R O O F N A I L S O R 8 d N A I L S O R 1 1 2 " 1 6 GA U G E S T A P L E S @ 3 " O . C A T P A N E L ED G E S A N D 6 " O . C . A T I N T E R M E D I A TE S U P P O R T S . 3. A L L I N T E R I O R W A L L S A RE T O B E C O N S T R U C T E D I N A C C O R D A N C E W I T H T HE F O L L O W I N G C R I T E R I A , U . N . O . A. 2 x 4 O R 2 x 6 S T U D S S P A C E D @ 1 6 " O . C . B. W A L L S H E A T H I N G : 1 2 " M I N . G Y P S U M S H E A T H I N G F A S T E N E D T O F R A M I N G w / 5 d C O O L E R N A I L S @ 8 " O . C . M A X . O R TY P E S / W W A L L B O A R D S C R E W S @ 1 6 " O . C . M A X . ( 5 8 " M I N I M U M S T U D P E N E T R A T I O N ) 4. A L L F L O O R S A R E T O B E I N C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E F O LL O W I N G C R I T E R I A . A. F L O O R F R A M I N G S P A C E D A T A M A X I M U M O F 2 4 " O . C . B. F L O O R S H E A T H I N G : 3 4 " S T R U C T U R A L P A N E L S H E A T H I N G w / 8 d N A I L S @ 6 " O . C A T P A N E L E D G E S A N D 1 2 " O . C . A T IN T E R M E D I A T E S U P P O R T S . 5. A L L R O O F S A R E T O B E I N C O N S T R U C T E D I N A C C O R D A N C E W I T H T H E F O L LO W I N G C R I T E R I A . A. R O O F F R A M I N G S P A C E D A T A M A X I M U M O F 2 4 " O . C . B. F A S T E N A L L R O O F F R A M I N G T O T O P P L A T E S W I T H S I M P S O N H 2 . 5 C L I P S O R E Q U I V A L E N T A N D ( 3 ) 8 d T O E N A I L S . C. R O O F S H E A T H I N G : 1 2 " S T R U C T U R A L P A N E L S H E A T H I N G w / 8 d N A I L S @ 6 " O . C A T P A N E L E D G E S A N D 1 2 " O . C . A T IN T E R M E D I A T E S U P P O R T S O R 1 3 4 " 1 6 G A U G E S T A P L E S @ 3 " / 6 " S P A C I N G . 6. A L O N G L E N G T H O F W A L L S , L A P W A L L T O P P L A T E S A M I N I M U M O F 2 4 " A ND F A S T E N T O G E T H E R W I T H ( 8 ) 1 6 d N A I L S I N LA P Z O N E . A T C O R N E R S A N D I N T E R S E C TI O N S , L A P P L A T E S A N D P R O V I D E ( 2 ) 1 0 d F A C E N A I L S . 7. C O N N E C T I O N S N O T S P E C I F I C A L L Y N O T E D A R E T O B E I N A C C O R D A N C E W I TH C O D E T A B L E R 6 0 2 . 3 ( 1 ) . 8. A C C E P T A B L E A T C O R N E R S T R A P L O C A T I O N S T O H A V E T W O F U L L H E I G H T ST U D S O R I E N T E D I N EI T H E R D I R E C T I O N FA S T E N E D T O G E T H E R w / 8 d x 3 " L O N G N A I L S @ 3 " O N − C E N T E R . ’ C A L I F OR N I A C O R N E R S ’ O R T R A D I T I O N A L C O R N E R S AR E A C C E P T A B L E P R O V I D E D F U L L H E I G HT S A W N B L O C K I N G S T U D I S D I R E C TL Y B E H I N D F L A T P O R T I O N O F S T U D S FA S T E N E D T O G E T H E R I N A S I M I L A R F A S H I O N . WA L L S T U D S ( 1 0 ’ O R L E S S ) : S PF S T U D G R A D E O R B E T T E R WA L L S T U D S ( O V E R 1 0 ’ ) : S P F N O . 2 G R A D E O R B E T T E R DI M E N S I O N A L L U M B E R : S P F N O . 2 G R A D E O R B E T T E R TR E A T E D L U M B E R : S Y P N O . 2 G R A D E O R B E T T E R LS L : 1 1 2 " W I D T H − 1 . 3 E O R B E T T E R LV L : 1 3 4 " W I D T H − 1 . 9 E O R B E T T E R w/ J O I S T S w/ T R U S S E S w/ J O I S T S w/ T R U S S E S w/ J O I S T S w/ T R U S S E S w/ J O I S T S w/ T R U S S E S RO O F S N O W L O A D : 3 5 − 4 2 P S F RO O F D E A D L O A D : 1 5 P S F FL O O R L I V E L O A D : 4 0 P S F FL O O R D E A D L O A D : 1 5 P S F WI N D L O A D : 9 0 M P H E X P . B 20 1 5 M I N N E S O T A R E S I D E N T I A L C O D E Date:Sheets:Signed: Date: (3 . 7 5 − F T ) (4 − F T ) (5 − F T ) (5 − F T ) (7 − F T ) (7 − F T ) BR A C E D WA L L L I N E BR A C E D WA L L L I N E LO W E R L E V E L H O U S E P L A N S H O W N FO R L O C A T I O N R E F E R E N C E O N L Y (A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 1 S3 RE F E R E N C E P L A N − I N D I C A T E S H O L D O W N L O C A T I O N ( 5 − F T ) ( 5 − F T ) ( 7 − F T ) ( 7 − F T ) (5 − F T ) B R A C E D W A L L L I N E B R A C E D W A L L L I N E MA I N L E V E L H O U S E P L A N S H O W N FO R L O C A T I O N R E F E R E N C E O N L Y (A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 2 S3 RE F E R E N C E P L A N CO N S T R U C T PO R T A L F R A M E A S SH O W N I N 1 / S 4 CO N S T R U C T PO R T A L F R A M E A S SH O W N I N 1 / S 4 UPPER LEVEL HOUSE PLAN SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED)3 S3REFERENCE PLAN HOUSE PLAN FRONT ELEVATION SHOWN FOR LOCATION REFERENCE ONLY (ACTUAL LAYOUT MAY BE MIRRORED)4 S3REFERENCE ELEVATIONCONSTRUCTPORTAL FRAME AS SHOWN IN 1/S4 ( 5 − F T ) ( 5 − F T ) (5−FT)(5−FT) (4 − F T ) (4−FT)(4−FT)(3−FT)(4−FT)BRACED WALL LINE B R A C E D W A L L L I N E BR A C E D WA L L L I N E BR A C E D WA L L L I N E (4−FT) ( 9 − F T ) ( 9 − F T ) ( 7 − F T ) ( 7 − F T ) ( 5 − F T ) ( 5 − F T ) ( 7 − F T ) ( 7 − F T ) (5 − F T ) (5 − F T ) (5 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (3 − F T ) (3 . 5 − F T ) BR A C E D WA L L L I N E BR A C E D WA L L L I N E BR A C E D WA L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E (3 . 7 5 − F T ) CO P Y R I G H T H A N S O N G R O U P , L L C 2 0 1 5 © Description Date Revision June 5, 2015Project Number:Date:5.087 S4 2 Sheets: of 2Print Name:Signed: License Number:Ryan Mack 6−5−15 46673 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota.3407 Kilmer Lane N Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.comLennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 6013 Model "F" Elevation Minnesota Construction PO S T − I N S T A L L E D H O L D O W N S 2 S4 FR A M I N G D E T A I L US P H T T 4 5 H O L D O W N AN C H O R A T L O C A T I O N S SH O W N N A I L E D T O D O U B L E ST U D S & 1 2 "Ø x 1 2 " L O N G SI M P S O N T I T E N H D S C R E W − I N AN C H O R I N T O C O N C R E T E BR A C E D W A L L P A N E L FA S T E N B O T T O M P L A T E T O JO I S T / B L O C K I N G w / ( 3 ) 1 6 d NA I L S E V E R Y 1 6 " O . C . CANTILEVERED FLOOR JOIST BY SUPPLIER FR A M E W A L L / B R A C E D WA L L P A N E L B E L O W BL O C K I N G B E T W E E N J O I S T S A S F O L L O W S :  FLAT 2x4 TOP & BOTTOM OR JOIST MA T E R I A L O R S A W N B L O C K I N G  3 4 " PLYWOOD SHEET NAILED TO 2x4’s w/ (8) 8d N A I L S T O P & B O T T O M  CCODEULAR HOLE UP TO 8"Ø MAY BE CUT IN T O C E N T E R O F P L Y W O O D NA I L F L O O R S H E A T H I N G T O BL O C K I N G w / 8 d N A I L S @ 6 " O . C . FA S T E N B O T T O M 2 x 4 w / ( 3 ) 1 6 d NA I L S E V E R Y 1 6 " O . C . S E C T I O N 3 S4 AT B R A C E D W A L L P A N E L S A B O V E CA N T I L E V E R E D F L O O R F R A M I N G SE C T I O N O N L Y A P P L I ES W H E N B R A C E D W A L L PA N E L S A R E L O C A T E D A B O V E F L O O R CA N T I L E V E R . S E E P L A N F O R A P P L I C A B I L I T Y . S4 FR A M I N G D E T A I L GA R A G E F R O N T P O R T A L F R A M E 1 1’ − 1 1 " ± 16 ’ − 2 " ± N O T T O E X C E E D 1 2 ’ − 0 " FA S T E N T O P P L A T E T O H E A D E R w / ( 2 ) RO W S 1 6 d S I N K E R N A I L S @ 3 " O . C . (1 ) 2 x 6 B E A R I N G S T U D & ( 1 ) 2 x 6 F U L L HE I G H T S T U D E A C H E N D O F H E A D E R LO C A T E P A N E L J O I N T W I T H I N 2 ’ − 0 " F R O M CE N T E R O F W A L L H E I G H T A S R E Q ’ D ( 2 x S O L I D BL O C K I N G R E Q U I R E D A T S H E A T H I N G J O I N T ) (2 ) 2 x 6 B E A R I N G S T U D S M I N . (V E R I F Y w / S U P P L I E R ) PR O V I D E 2 x 6 I N F I L L W A L L AB O V E H E A D E R A S R E Q ’ D US P S T A D 1 4 E M B E D D E D H O L D O W N AN C H O R A T L O C A T I O N S S H O W N (R E F E R T O 2 / S 4 F O R A L T E R N A T I V E O P T I O N S ) FO U N D A T I O N W A L L B E L O W LE N G T H O F C O N T I N U O U S H E A D E R 5 8 " Ø A N C H O R B O L T ( 7 " M I N . E M B E D ) w/ 2 " x 2 " x 3 16 " P L A T E W A S H E R NA I L S H E A T H I N G T O H E A D E R w / 8 d NA I L S @ 3 " O . C . E A . W A Y T Y P . SM A L L H A T C H A R E A I N D I C A T E S 7 16 " O R TH I C K E R P L Y W O O D O R O S B S H E A T H I N G AP P L I E D T O E X T E R I O R S I D E O F S T U D S (N A I L S H E A T H I N G A R O U N D P E R I M E T E R w / ( 2 ) RO W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O PL A T E S / B L O C K I N G @ 3 " O . C . ) US P M S T C 4 0 S T R A P O N I N S I D E F A C E O F WA L L ( P R O V I D E S P A C E R T O F L U S H O U T HE A D E R T O W A L L S T U D T H I C K N E S S ) FA S T E N K I N G S T U D T O H E A D E R w / (2 ) R O W S 1 6 d S I N K E R N A I L S @ 3 " O . C . LA R G E H A T C H A R E A I N D I C A T E S 7 16 " O R TH I C K E R P L Y W O O D O R O S B S H E A T H I N G AP P L I E D T O E X T E R I O R S I D E O F S T U D S w/ S T A N D A R D 6 " / 1 2 " N A I L I N G FA S T E N F R A M I N G A B O V E A S SH O W N F O R B R A C E D W A L L P A N E L S CO N T I N U O U S H E A D E R T O S U P P O R T VE R T I C A L L O A D S B Y S U P P L I E R (M I N . 3 1 2 " W I D T H & M I N . 1 1 1 4 " D E P T H R E Q ’ D ) 1’ − 1 1 " ± IN F O A P P L I E S S Y M M E T R I C AL L Y A C R O S S D E T A I L . S5 FR A M I N G D E T A I L PO R C H E N D W A L L 2 (2 ) 1 1 7 8 " L S L / L V L BE A M B Y S U P P L I E R 6x 6 P O S T S T Y P . SI M P S O N A B U 6 6 P O S T B A S E w/ 5 8 "Ø x 8 " S I M P S O N T I T E N H D SC R E W − I N A N C H O R A T LO C A T I O N S S H O W N PA I R O F S I M P S O N L P C 6 Z PO S T C A P S A T A L L P O S T S SI M P S O N M S T C 2 8 S T R A P CO N N E C T I O N B E T W E E N ST U D S & F L U S H B E A M IN F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . SI M P S O N H 6 T W I S T S T R A P CO N N E C T I O N B E T W E E N FL U S H B E A M & P O S T PR O V I D E D O U B L E 2 x 6 S T U D S AT E A C H E N D O F W A L L HE A D E R & B E A R I N G / K I N G ST U D S A T S I D E S O F OP E N I N G S B Y S U P P L I E R HA T C H E D A R E A I N D I C A T E S 7 16 " O R TH I C K E R P L Y W O O D / O S B E X T E R I O R SH E A T H I N G F A S T E N E D T O S T U D S w / 8d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I N T E R I O R S U P P O R T S TY P I C A L 2 x 6 S T U D S @ 1 6 " O . C . PR O V I D E F A S T E N I N G O F A B O V E FR A M I N G E Q U A L T O T H A T D E T A I L E D FO R B R A C E D W A L L P A N E L S FA S T E N B O T T O M P L A T E w/ ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " 1 1 3 ’ − 0 " ± 1 1 S5 FR A M I N G D E T A I L PO R C H E N D W A L L 3 CO N C R E T E FO U N D A T I O N S B Y OT H E R S S E E HO U S E P L A N S (2 ) 1 1 7 8 " L S L / L V L BE A M B Y S U P P L I E R 6x 6 P O S T S T Y P . 6 x 6 D I A G O N A L ME M B E R S 5 8 " Ø T H R U B O L T S OR 1 0 " L O N G L A G SC R E W S A T LO C A T I O N S S H O W N SI M P S O N A B U 6 6 P O S T B A S E w/ 5 8 "Ø x 8 " S I M P S O N T I T E N H D SC R E W − I N A N C H O R A T LO C A T I O N S S H O W N PA I R O F S I M P S O N L P C 6 Z PO S T C A P S A T A L L P O S T S SI M P S O N M S T C 2 8 S T R A P CO N N E C T I O N B E T W E E N ST U D S & F L U S H B E A M IN F O A P P L I E S S Y M M E T R I C AL L Y A C R O S S D E T A I L . SI M P S O N H 6 T W I S T S T R A P CO N N E C T I O N B E T W E E N FL U S H B E A M & P O S T PR O V I D E D O U B L E 2 x 6 S T U D S AT E A C H E N D O F W A L L HE A D E R & B E A R I N G / K I N G ST U D S A T S I D E S O F OP E N I N G S B Y S U P P L I E R HA T C H E D A R E A I N D I C A T E S 7 16 " O R TH I C K E R P L Y W O O D / O S B E X T E R I O R SH E A T H I N G F A S T E N E D T O S T U D S w / 8d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I NT E R I O R S U P P O R T S TY P I C A L 2 x 6 S T U D S @ 1 6 " O . C . PR O V I D E F A S T E N I N G O F A B O V E FR A M I N G E Q U A L T O T H A T D E T A I L E D FO R B R A C E D W A L L P A N E L S FA S T E N B O T T O M P L A T E w/ ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " N O T T O E X C E E D 1 0 ’ − 0 " SI M P S O N M S T C 2 8 S T R A P CO N N E C T I O N B E T W E E N ST U D S & F L U S H B E A M PR O V I D E D O U B L E 2 x 6 S T U D S AT E A C H E N D O F W A L L HE A D E R & B E A R I N G / K I N G ST U D S A T S I D E S O F OP E N I N G S B Y S U P P L I E R HA T C H E D A R E A I N D I C A T E S 7 16 " O R TH I C K E R P L Y W O O D / O S B E X T E R I O R SH E A T H I N G F A S T E N E D T O S T U D S w / 8d N A I L S @ 4 " O . C . A T P A N E L E D G E S & @ 1 2 " O . C . A T I NT E R I O R S U P P O R T S TY P I C A L 2 x 6 S T U D S @ 1 6 " O . C . PR O V I D E F A S T E N I N G O F A B O V E FR A M I N G E Q U A L T O T H A T D E T A I L E D FO R B R A C E D W A L L P A N E L S FA S T E N B O T T O M P L A T E w/ ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " CO N C R E T E FO U N D A T I O N S B Y OT H E R S S E E HO U S E P L A N S 8 ’ − 0 " S I N G L E S H E E T T Y P . NA I L S H E A T H I N G T O B E A M w / 8 d NA I L S @ 3 " O . C . E A . W A Y T Y P . SI M P S O N A B U 6 6 P O S T B A S E w/ 5 8 "Ø x 8 " S I M P S O N T I T E N H D SC R E W − I N A N C H O R A T LO C A T I O N S S H O W N 6x 6 P O S T CROSS HATCH AREAS INDICATES 5 8 " OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO BOTH SIDES OF POSTS (NAIL SHEATHING AROUND PERIMETER w/(2) ROWS 8d NAILS @ 3" O.C. STAGGERED)5 8 " OR THICKER PLYWOOD OR OSB SHEATHING APPLIED TO BOTH SIDES OF POSTS & BEAMFLUSH BEAM PROVIDE LAYER OF 1 4 "PLYWOOD TO FLUSH OUT HEADER w/ POST NOT TO EXCEED 10’−0"CONCRETE FOUNDATIONS BY OTHERS SEE HOUSE PLANS TH I S O P T I O N R E Q U I R E S 5 8 " OR T H I C K E R S H E A T H I N G (4 − F T ) BR A C E D WA L L L I N E CO P Y R I G H T H A N S O N G R O U P , L L C 2 0 1 5 © April 4, 2017Project Number:Date:5.087 S5 1 Sheets: of 1Print Name:Signed: License Number:Ryan Mack 4−4−17 46673 Date:I hereby certify that this p lan, specification or report was prepared by me or unde r my direct supervision and that I am a duly Licens ed Professional Engineer under the laws of the State of Minnesota.3407 Kilmer Lane N Suite 4 Plymouth, MN 55441 Tel 612−708−3572 www.hansongroupmn.comLennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 6013 Model All Elevations Minnesota ConstructionDescriptionDateRevision PA R T I A L M A I N L E V E L H O U S E P L A N SH O W N F O R L O C A T I O N R E F E R E N C E O N L Y (A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 1 S5 RE F E R E N C E P L A N DE S I G N A N D D E T A I L O F T H E M A I N W I N D F O R C E R E S I S T I N G S Y S T E M O F T H E T H E S C R E E N P O R C H F O R A SI N G L E − F A M I L Y R E S I D E N C E. C O N S T R U C T I O N I S T O B E I N A C C O R D A N C E W IT H T H I S D O C U M E N T , S T A N D A R D I N D U S T R Y PR A C T I C E , A N D T H E C O D E . 1. T H E S E D O C U M E N T S A P P L Y T O S T R UC T U R A L O N L Y . R E F E R T O C O N S T R U C T IO N D O C U M E N T S F O R M O R E IN F O R M A T I O N . 2. R E F E R T O S H E E T S S 3 A N D S 4 F O R R E M A I N I N G M A I N W I N D F O R C E R E S I S T IN G S Y S T E M R E Q U I R E M E N T S . WA L L S T U D S ( 1 0 ’ O R L E S S ) : S PF S T U D G R A D E O R B E T T E R WA L L S T U D S ( O V E R 1 0 ’ ) : S P F N O . 2 G R A D E O R B E T T E R DI M E N S I O N A L L U M B E R : S P F N O . 2 G R A D E O R B E T T E R TR E A T E D L U M B E R : S Y P N O . 2 G R A D E O R B E T T E R LS L : 1 1 2 " W I D T H − 1 . 3 E O R B E T T E R LV L : 1 3 4 " W I D T H − 1 . 9 E O R B E T T E R RO O F S N O W L O A D : 3 5 − 4 2 P S F RO O F D E A D L O A D : 1 5 P S F FL O O R L I V E L O A D : 4 0 P S F FL O O R D E A D L O A D : 1 5 P S F WI N D L O A D : 9 0 M P H E X P . B 20 1 5 M I N N E S O T A R E S I D E N T I A L C O D E S5 FR A M I N G D E T A I L PO R C H E N D W A L L 4 IN F O A P P L I E S S Y M M E T R I CA L L Y A C R O S S D E T A I L . CO N S T R U C T E N D W A L L A S S H O W N I N 2 / S 5 (C O N S T R U C T A S S H O W N I N 3 / S 5 O R 4 / S 5 FO R L O O K O U T O F W A L K O U T L O T S ) SI D E W A L L S M A Y B E ST A N D A R D F R A M I N G 40,000 X X 40,000 2464 40,000 3000 3000 2464 3000 .82 .82 .18 40,000 40,000 13.33 13.33 ..18 2.4 1.75 5480 822 240 375 375 822 NR 200 100 Date Certificate Posted X Passive (No Fan) Active (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here X R-15 X X R-20 X R-20 X R-20 X R-49 X R-49 X R-30 X R-30 X X Not applicable, all ducts located in conditioned space X Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS:88,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 95% Cfm's " round duct OR " metal duct Not required per mech. code X Passive X Low: Other, describe: Low: Location of fan(s), describe: Cfm's 6 " round duct OR " metal duct THERMAL ENVELOPE Fo a m O p e n C e l l Wall Below Entire Slab Ri g i d , E x t r u d e d P o l y s t y r e n e Ceiling, flat Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Rim Joist (2nd Floor+) 0.31 Appliances Ri g i d , I s o c y n u r a t e Perimeter of Slab on Grade RADON CONTROL SYSTEM Interior R5 + R10 Exterior No n o r N o t A p p l i c a b l e Cooling System Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel.4/17/2019 New Construction Energy Code Compliance Certificate Name of Residential Contractor Lennar MN License Number Lakeville, MN8826 191st Court 1413 City Mailing Address of the Dwelling or Dwelling Unit Mech Room 50Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: 65,279 Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): 23,021Residential Load Calculation 250 Heating Loss Combustion Air Select a Type Location of duct or system: 27,677 To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply Mi n e r a l F i b e r b o a r d Insulation Location Fo a m , C l o s e d C e l l 0.29 Describe other insulated areas Fi b e r g l a s s , B l o w n Fi b e r g l a s s , B a t t s Foundation Wall R-value Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Building envelope air tightness: Rim Joist (1st Floor) GPVL-50 13ACXN-030 Model Heating System Nat Gas Lennox Interior Interior Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Elect Make-up Air Select a Type AOSmith Domestic Water Heater MECHANICAL SYSTEMS Rating or Size Efficiency 13SEER /EER ML195UH090XP36 Manufacturer Lennox Nat Gas Output in Tons:2.550 Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Capacity continuous ventilation rate in cfms: Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 04/22/19 X KP