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Home My WebLink AboutLA176558 - 19218 Impala Ave 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: S e c u r e d o o r c l o s e d u n t i l d e c k i s c o n s t r u c t e d w i t h a s e p a r a t e p e r m i t . 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 1 2 / 0 4 / 2 0 1 9 d m a t h e w s 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 . · · · · · · · · · · · · · · · · · · · · T e m p e r i f g l a s s w i t h i n 6 0 " o f f l o o r a s w i t h i n 2 ' o f d o o r . 2 2 3 . 5 3 . 5 5 5 5 5 PFH P F H 6 6 5553.53.5 PAGE DESCRIPTION:P A G E N O . : P L A N N O . F I R E P L A C E F I R E P L A C E S FIREPLACES REVISIONS 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 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 L e n n a r M N 5 0 0 6 E l e v a t i o n B M N R14-174494 5006 B Sheet 1 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam? File an electronic damage report for prompt service from your regionaltechnical office. Scan the QR Code with your smartphone or go to: www.damagereport.w oodbywy.com 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 D r a w n B y : C h u c k E O r i g i n a l D a t e : 7 /1 5 /1 4 R e v . B y D a t e J L H 1 0 -1 4 -1 9 C o m m e n t s A d j u s t e d j o i s t f o r c h a s e o n E /I p l a n . 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 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 : N /A 7 /1 5 /1 4 N /A Drive nails at an angle to minimize splitting of plate One 10d (3") box nail each side of member at bearing, 112" minimum from end See framing plan (if applicable) or iLevel® Framer's Pocket Guide for minimum end and intermediate bearing lengths. TJI® JOIST NAILING REQUIREMENTS at BEARING 13 4" minimum bearing at end support; 312" minimum at intermediate support TJI® Joist to Bearing Plate Shear transfer: Connections equivalent to floor panel nailing schedule One 8d (212") box nail each side. Drive nails at an angle at least 112" from end. Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (3") box nail into each flange 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 SIZE Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 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 Trus Joist® product guides. For other load conditions or hole configurations contact your Weyerhaeuserrepresentative. 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 18" 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"560 560 360 360 1'-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 SIZE Table 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" 230 560 360 1'-0" 1'-0" 1'-0" 230 560 210 360 1'-0" 1'-0" 1'-0" 1'-0" 1178"1'-0"230 360 110 210 560 2'-0" 1'-0" 1'-6" 360 210 110 3'-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 912" TJI® 210 110 2" 2'-0" 1'-6" 18" 20" 1'-0"360 560 560 360 1'-0" 1'-0" 1'-0" 560 1'-0" 4" 4" 3'-6" 3'-0" 612" 7'-6" 7'-6" 878"11" 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"612" 7'-0" 6'-6" 11"878" 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 SIZE Minimum distance from edge of hole to inside face of nearest end support 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"360 210 230 560 1'-0" 1'-0" 1'-0" 210 230 110 1'-0" 1'-0" 1'-0" 1178" 912" 110 230 360 210 1'-0" 1'-0" 1'-0" 1'-0" 110 230 360 210 1'-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"878"11" 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"878" Also see detail B2 612" 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" 612" 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 dd Microllam® LVL andParallam® PSL allowed hole zone middle 13 span 1.3E TimberStrand®LSL hole zone Microllam® LVL and Parallam®PSL hole zone 2 x diameter of the largest hole (minimum) d 13 depth 1" 2" 134" MAXIMUM ROUND HOLE SIZE HEADER DEPTH 438" 714" to 20" 512" See illustration for Allowed Hole Zone Other Trus Joist® Trus Joist® Headers and Beams 1.55E TimberStrand®LSL Headers and Beams ALLOWABLE HOLES - Headers and Beams 13 depth 2 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 zone 1114"-11 78" 14" to 16" 914"-912" HEADER DEPTH MAXIMUM ROUND HOLE SIZE 358" 458" 3" No holes in headers or beams in plank orientation. Round holes only General Notes General Notes No holes in headers or beams in plank orientation. Allowed hole zone suitable for uniformly loaded headers and beams only. Round holes only No holes in cantilevers. BEAM ATTACHMENT at BEARING This sheet is intended as a supplement to the Trus Joist® Framer's Pocket Guide, which should be referenced for additional information. THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING Allowable Load 400 475 Allowable load determined in accordance with AC 124. Corrosion-resistant fasteners required for wet-service applications. 114" TimberStrand® LSL rim board EXTERIOR DECK ATTACHMENT Structural exterior sheathing See fastener table below. Maintain 2" distance (minimum) from edge of ledger to fastener. 8" diameter maximum hole for 1178" - 16" deep blocking panels; 6" diameter maximum for TJI® blocking panels 912" deep or shorter than 12" long. Do not cut flanges. GENERAL TRUS JOIST PRODUCT ASSEMBLY DETAILS E1 E1W Web stiffeners required each side at E1W Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. H2 Backer block both sides of web with single TJI® joist Filler block: Attach with ten 10d (3") box nails, clinched. Use ten 16d (312") box nails from each side with 312" TJI® joist flange widths. Use fifteen nails withTJI® joist depths greater than 16". 12" lag bolt LA 38" lag bolt Fastener Flashing Treated 2x_ ledger 400 N.A. 118" Trus Joist® rim board Web stiffener each side. See sizes below. W Tight fit WEB STIFFENER ATTACHMENT Gap: 18" minimum 234" maximum Three 8d (212") box nails, clinched (Three 16d (312") box nails at 312"TJI® joist flange widths 112" 112" Load bearing or shear wall above (must stack over wall below) TJI® blocking panel Web stiffeners required each side at B1W and B2W B2 B1 B1W B2W 116" 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJI® joistCS Load from above 2x4 minimum squash blocks 116" With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions. NOTE: STUCTURAL DOCUMENTS FOR THIS PROJECT PER THE DESIGN PROFESSIONAL OF RECORD SHALL SUPERCEDE ALL ASSEMBLIES SHOWN IN THIS SECTION, ALSO REFER TO TRUS JOIST® PLACEMENT PLANS (AND MATERIAL SCHEDULES) FOR REQUIRED MATERIAL. Coordinate load requirements with the design professional of record. 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: WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Sheathing Rim Board Strut Lines Rim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® are registered trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. TimberStrand®LSL, TrusJoist® rim board, or (Microllam® LVL with EOR approval) see placement plan. TimberStrand®LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval) TimberStrand®LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval) TimberStrand®LSL, TrusJoist® rim board, or (Microllam®LVL with EOR approval) see placement plan. B4 End of joist at centerline of support. Blocking panels required. Load bearing or shear wall above (must stack over wall below when present) Plate nail - 16d (0.135" x 312") at 16" on-center* Floor panel nail - 8d (0.131" x 212") at 6" on-center* A3W W Toe nail - 10d (0.131" x 3") at 6" on-center* When sheathing thickness exceeds 78", trim sheathing tongue at rim board Web Stiffeners required each side at A3._W A3 A3.2A3.1 A3.3 A3.1 WA3.2 WA3.3 TimberStrand®LSL, Trus Joist® rim board, or (Microllam® LVL with EOR approval) see placement plan. For rim board thicker than 1 34" - Attach TJI® Joist to rim board with one 10d (0.128"x3") nail. Top nail from TJI® joist into rim board. - Connect corner with four 10d (0.128"x3") nails. Toe nail from side of parallel closure into rim board. *Conventional construction code minimum for use with A3 only. See the Trus Joist TJI® Specifier's Guide, #TJ-4000, and the Trus Joist® Rim Board Specifier's Guide, #TJ-8000, for A3.1-A3.3 installation specifications and applications. Double top plate Stud Kingstud Header plate stops at inside face of trimmers Header - per plan (bears directly on trimmers) Trimmers - per plan Header cripple Typical Header Detail Window/ Door Opening Only header openings and roof loads which affect Trus Joist product sizes have been denoted on this layout. In addition to any CS detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See pocket framer guide for appropriate detail(s). ASSUMED BEARING LENGTH FOR BEAMS At parallel walls assume 1-1/2" end bearing, at perpendicular walls assume full wall width end bearing UNO. ALLOWABLE JOIST SHIFTS Individual joists can be shifted up to 3" maximum from their on-center spacing to avoid hanger interference/plumbing drops/post. (DO NOT EXCEED 24" O.C. MAXIMUM SPACING) CANTILEVERS/TRUSSES Design assumes all trusses at floor cantilevers are connected to the wall and NOT to the Trus Joist rimboard. If trusses need to connect to the Trus Joist rimboard, contact Weyerhaeuser for a connection detail prior to installation. JOIST & BEAM HANGER FACE NAILING REQUIREMENTS* FOR 3 & 4 PLY SUPPORTING MEMBERS For IUS or THF Hangers - Use 10d (0.148") x 3" nails. For MIU, HU, HHUS, HGUS or HD, THD, THDH Hangers - Use 16d (0.162") x 3-1/2" nails. *For hangers that have joist fasteners/connections, fill all holes with the manufacturer's recommended fasteners. **FLOOR & ROOF DESIGN PARAMETERS** Face mount hanger Top flange hanger Verify column capacity and beam bearing length. See current iLevel® literature. L5L1 BEARING AT COLUMN Column See current Trus Joist® literature for framing connectors L6 Additional nailing or bolting may be required with side-loaded multiple-member beams. Refer to current product literature. CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS (1) Minimum of 3 rows 10d (3" x 0.128") nails at 12" o.c. Minimum of 4 rows 10d (3" x 0.128") nails at 12" o.c. for 14" and deeper beams If using 12d (314") or larger nails, the number of nailing rows may be reduced by one. (1) Load must be applied evenly across entire beam width. Otherwise, use connections for side-loaded beams. 312" Width Pieces: Minimum of 2 rows 12" bolts at 24" o.c. staggered 134" Width Pieces: L2 L3 Protect untreated wood from direct contact with concreteL4 BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER Strap per code if top plate is not continuous over header BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL TimberStrand®LSL, Trus Joist® rim board, (Microllam® LVL with EOR approval), or TJI® blocking for lateral support BEAM DETAILS 2' TJI® JOIST 2" 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers.E1 ALT WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. 16' max deck2' 11 7/8" - 16" TJI® 2" 6" 16' max deck2' 9 1/2" TJI®6" 2x_ Furring 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. Inverted hanger (see hanger list on Trus Joist structural layout) Treated ledger 1 18" x 11 7/8" Trus Joist® rim board Inverted hanger (see hanger list on iLevel structural layout) Treated ledger E1 ALT LA 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. E1 ALT LA 9.5 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. WARNING Joists are unstable until braced laterally, Safety bracing required during installation. Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Attach reinforcement to TJI® joist with 8d (212") common nails at 6" on- center. When reinforcing both sides, stagger nails. E3E2 2 '-0" m a x i m umFace grain horizontal 4'-0" length of 34" reinforcement on one side at E2, both sides at E3 ALT ALT Timberstrand ® LSL rim board to match TJI® depth 2x6 (min.) solid sawn or 4 12" wide Timberstrand® LSL rim board, full length in bay and tight to each joist flange. Connect to plate with 8d (0.113" x 2 38") nails at 6" on-center. 2416 span rated sheathing (716" Min.). Attach with 8d (0.113" x 2 38") nails at 6" on-center along panel edges and in field. Use pressure treated plywood for ground level cantilevers. WARNING Joists are unstable until braced laterally, Safety bracing required during installation.Lateral load transfer for this detail is 180 PLF (pounds per lineal foot). Additional connections may be required to transfer lateral loads from wall above. Timberstrand ® LSL rim board to match TJI® depth UNLESS NOTED OTHERWISE FLOOR LIVE LOAD DEFLECTION CRITERIA: L/480 FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 10 PSF SNOW LIVE LOAD: 35 PSF ROOF DEAD LOAD: 20 PSF (TRUSSED ROOFS) ROOF DEAD LOAD: 15 PSF* (TJI/RAFTER) *Dead Loads are adjusted for slope correction TJI® blocking panel A1 PB1 1 3 j o i s t s pan 8 ' m a x. Apply subfloor adhesive to all contact surfaces Option #3: Option #1: Option #2: TJI® Joist blocking with end blocks installed at 13 joist-span locations using two 8d (0.113" x 212") nails or 2 12" screws, typical 2x_ strapping installed at 13joist-span locations using two 2 12" screws per joist, typical Directly applied ceiling When specified on the layout, one of the above bracing options is required Additional Notes 1.5E TimberStrand®LSL Prescriptive Chart 13 depth 2 x diameter of the largest hole (minimum) 8" See illustration for allowed hole zone 1114"-11 78" 14"-16" 914"-912" 358" 458" 3" Round holes only General Notes No holes within 8" of joist ends. Maximum Round Hole SizeJoist Depth Allowed hole zone 1.5 E TimberStrand® LSL 8" Round holes larger than 3-5/8" up to 7-1/4" max. in 1.5" x 11-7/8" 1.5E TimberStrand LSL joist only Edge of large holes need to be at least 4 times the diameter of the largest hole (for a 7-1/4" hole, the closest distance allowed to the next hole is 29", even if the next hole is a small 12" diameter hole). The hole must be centered within the joist vertically. No square or rectangular holes No more than (2) holes between 3-5/8" and 7-1/4" diameter allowed per span. See chart below for minimum distance from inside face of bearing to edge of hole for holes larger than 3-5/8" but not greater than 7.25" Minimum distance from edge of hole to inside face of bearing (end or intermediate) 4"5"6.5"7.25" 2'-0"2'-0"3'-0"3'-6" the area of a 7-1/4" circumscribed hole A smaller hole can be drilled within centered in the depth of the joist circumscribed 7-1/4" hole smaller hole drilled withincircumscribed area of 7-1/4" hole assuming the circumscribed hole is a minimum of 3'-6" from face of bearing 1-1/2" x 11-7/8" 1.5E TimberStrand LSL floor joist PDF created with pdfFactory Pro trial version www.pdffactory.com Start Framing Here LEVEL NOTES Current Date:10/14/2019 File Name:5006 B.jvl Level Name:1st Floor Building Code - Design Methodology:IBC 2012 Members with Design Overridden:F14', F36', STCa1 TJ-Pro Rating (Weighted Average):Unable to Calculate Minimum Level TJ - Pro Rating & Joist:Unable to Calculate Maximum Level TJ - Pro Rating & Joist:Unable to Calculate FLOOR Floor Container:FC8, FC15 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Floor Maximum Allowed Deflection L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average: Directly Applied Ceiling: Decking Attachment: Decking Material: Perpendicular Partition: Strapping at max 8' o.c.: Blocking at max 8' o.c.: Poured Flooring: ADD - WALKOUT OPTION PlotID Length Product Plies Net Qty TSHd1-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd2-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 ADD - LOOKOUT OPTION PlotID Length Product Plies Net Qty TSHd2-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 4 Main Floor PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 1 Simpson HU412 No No No H2 1 Simpson IUS1.81/11.88 No No No H3 7 Simpson LUS210 No No No H4 2 User LUS210 Not Required No Not Required Main Floor PlotID Length Product Plies Net Qty FBk1 4' 1 1/2"11 7/8" TJI 210 joist 1 1 TS2 38' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 7 TS3 24' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 6 TS5 18' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 15 TS6 14' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS7 4' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 TS8-2 8' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS9-2 6' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS10 4' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1 TS11-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 STCa1 16' 0"1 1/8" x 11 7/8" TJ Rim Board 1 11 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 39 ADD - FULL FOUNDATION PlotID Length Product Plies Net Qty Not Shown 40' 0"1-1/2" x 11-7/8" 1.5E Timberstrand LSL 1 1 All Elevations Soil Pressure Blocking PlotID Length Product Plies Net Qty Soil pressure Blkg 98' 0"11-7/8" TJI® 210 1 1 ADD - OPTIONAL EGRESS WDW PlotID Length Product Plies Net Qty TSHd2-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 A3 A3 A3 A3 B2 B2 CS CS CS CS CS CS CS CS A3 B1 TSHd2-2 TSHd2-2 TSHd2-2 TSHd2-2BBOHd1-2 TSHd1-2 T S 9 -2 TS8-2 TS11-2 BBO1-3 T S 5 T S 6 S T C a 1 S T C a 1 S T C a 1 S T C a 1 S T C a 1 STCa1 STCa1 STCa1 STCa1 STCa1 SB8 SB9 TS10TS7 H1 L21 L21 1 12" minimum spacing, typical Point Load Connector Spacing Nail Connection 2" 2" 10d (0.128" x 3") nails, typical. Stagger to prevent splitting. 2" spacing, typical 8"-10" There must be an equal number of nails on each side of the connection H2 H 4 1' 4" 1' 9 5/8" 1' 8" 1' 10"1' 9 1/16" 1' 5 3/8" 1' 4 1/4" 1' 1 9/16" 1' 6 3/4" TSHd2-2 H 4FBk1 1 4 ' 0 " 1' 8 1/8" 1' 8 11/16" TS2 19.2" O.C. TS5 19.2" O.C. TS5 19.2" O.C. TS3 19.2" O.C. H3 H3 WALKOUT OPTION LOOKOUT OPTION 3" 3" 3"3" 3"3"3" Install (4) 2x6 squash blocks under all point loads at front of house. For labeled Point Loads exceeding 10,000 lbs contact LENNAR for Framing Details. (12) 10d nail cluster. 6 nails on each side of beam. Pwdr Bath 3/4 Bath Option Full Foundation: 1-1/2" LSL 1.5E flush with canted sill plate. LSL attached to Rim held to inside lining up with concrete foundation. (1-1/2" LSL not shown on layout.) All joist blocking including soil pressure joist blocking can be either 210 or 360 series TJI or 1-1/2" Timberstrand LSL 1.5E material. 36' 0" when canted fireplace is selected. 3" Opt Egress Wdw Int Brace Panel Above REMOVE - FIREPLACE OPTION PlotID Length Product Plies Net Qty TS2 38' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 ADD - FIREPLACE OPTION PlotID Length Product Plies Net Qty TS1 40' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 3 TS4 22' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 1 1 Start Framing Here E1 B1 A3 A3 T S 4 STCa1 STCa1 S T C a 1 STCa1 FBk1 1' 4" 1' 9 5/8" 1' 6" 1' 9 15/16" 1' 6 1/2"1' 1 9/16" 1' 8 3/4"1 5/8" 1' 8 11/16" TS2 19.2" O.C. TS2 19.2" O.C. TS1 19.2" O.C. BBOBk1 FIREPLACEOPTION Pwdr Bath 3/4 Bath Option No future deck load applied to cantilever joists. 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 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 . 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 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 : N /A 7 /1 5 /1 4 N /A L e n n a r M N 5 0 0 6 E l e v a t i o n B M N R e v . B y D a t e J L H 1 0 -1 4 -1 9 C o m m e n t s A d j u s t e d j o i s t f o r c h a s e o n E /I p l a n . D r a w n B y : C h u c k E O r i g i n a l D a t e : 7 /1 5 /1 4 FirstFloor Framing Plan Scale: 1/4" = 1'-0" R14-174494 5006 B Sheet 2 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to: www.damagereport.w 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 Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY BRACING INCLUDES: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, Strut Lines Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. Properly install all blocking, hangers, rim boards, and rim joists at TJI® joist end supports. 2. Establish a permanent deck (sheathing), fastened to the first 4 feet of joists at the end of the bay or braced end wall. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area and to each joist. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within ½" from true alignment. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: BlockingHangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2013 Weyerhaeuser NR Company. All rights reserved. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THEWEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). 3" adjustment allowedfor joist spaced 19.2" o.c. or less to accommodate plumbing drops. DO NOT CUT JOIST FLANGES. Thislayout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with thislayout isNOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that thislayout is valid for the products actually installed. PDF created with pdfFactory Pro trial version www.pdffactory.com 3rd Stall Garage w/ Garage Expansion Option Remove List PlotID Length Product Plies Net Qty M1-3 20' 0"1 3/4" x 18" 2.0E Microllam LVL 3 3 3rd Stall Garage w/ Garage Expansion Option Add List PlotID Length Product Plies Net Qty TS2-2 20' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 Side Flex Rm Wdw Option Add List PlotID Length Product Plies Net Qty TSHd4-2 4' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Start Framing Here ADD - WINDOW @ CANTILEVER FP PlotID Length Product Plies Net Qty TSHd3-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 REMOVE - WINDOW @ CANTILEVER FP PlotID Length Product Plies Net Qty TSHd1-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 Elevation B - Second Floor - 3rd Stall Garage PlotID Qty Manuf Product Backer Blks Filler Web Stiff H1 1 Simpson HHUS410 No No No H2 10 Simpson IUS2.06/11.88 No No No H3 1 Simpson MIU4.28/11 No No No H4 3 User HGUS5.25/10 Not Required No Required H5 8 User HU2.1/9 Not Required No Required H6 1 User HUC48 Not Required No Not Required H7 3 User MIU5.12/9 Not Required No Required Elevation B - Second Floor - 3rd Stall Garage PlotID Length Product Plies Net Qty F38'38' 0"11 7/8" TJI 210 joist 1 7 F36'36' 0"11 7/8" TJI 210 joist 1 6 F20'-2 20' 0"11 7/8" TJI 210 joist 2 2 F20'20' 0"11 7/8" TJI 210 joist 1 3 F18'18' 0"11 7/8" TJI 210 joist 1 12 F14'14' 0"11 7/8" TJI 210 joist 1 8 F8'8' 0"11 7/8" TJI 210 joist 1 1 FBk1 5' 4 3/4"11 7/8" TJI 210 joist 1 1 M1-3 20' 0"1 3/4" x 18" 2.0E Microllam LVL 3 3 TS3-2 18' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS4-2 10' 0"1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2 TS5-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd1-2 10' 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 4 TSHd3-2 6' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TS6 20' 0"3 1/2" x 7 1/4" 1.3E TimberStrand LSL 1 1 STCa1 16' 0"1 1/8" x 11 7/8" TJ Rim Board 1 10 2' 0"2x6 + 3/8" sheathing Filler Blocks 1 1 9 1/8"3/4" x 2 5/16" Web Stiffeners 1 4 23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF 1 50 CS CS CS CS B1 A3 A3 A3 A3 A3 A3A3 A3 CS B1 TSHd1-2 TSHd2-2 BBOHd3-2 TSHd3-2 TSHd2-2 M1-3 T S 3 -2 TS4-2 F 1 8 ' F 2 0 '-2 F 8 ' S T C a 1 S T C a 1 STCa1 STCa1 STCa1 S T C a 1 STCa1 STCa1 FBk1 BBO3 TS6 H 2 TS5-2 B B O 1 B B O 5 S T C a 1 S T C a 1 TS2-2 H6 1' 4" 1' 4" 1' 4" 1' 3 15/16" 1' 11 7/16" 8 9/16" H 5H5 H 4H4H7 H 7 1' 4 3/16" 11 9/16" 1' 0 1/16" T S H d 4 -2 TSHd3-2 BBOHd1-2BBOHd3-2 1' 3 7/16" 1' 8" 1' 7 1/8" 1' 8 5/8" 6 13/16" 1' 9" 10 9/16"1' 8 5/8" 1' 11 1/2" 1' 1 7/16"1' 2 3/16" L21 1 12" minimum spacing, typical Point Load Connector Spacing Nail Connection 2" 2" 10d (0.128" x 3") nails, typical. Stagger to prevent splitting. 2" spacing, typical 8"-10" There must be an equal number of nails on each side of the connection H 3 FBk1 1 4 ' 0 " H1 H 2 H 7H4 F38' 19.2" O.C. F20' 16" O.C. F18' 19.2" O.C. F14' 19.2" O.C. F36' 19.2" O.C. H2 H2 H5 Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c 3rd Stall Garage Option3"3" 3"3"3"3" Garage mono trusses to support bumpout area. 3"4.5" 4.5"4.5" Garage Expansion Option Girder truss with garage expansion option. Shorten girder truss back to here with garage expansion option. See joist to girder connection detail on this page. (2) 2x10 SYP/DF bottom chord - minimum3" Optional Side Flex Rm Wdw 3"3" (18) 10d nail cluster. 9 nails on each side of beam. Int Brace Panel Below Serenity Bath Option Fur out under railing as needed. Wall Framing PlotID Length Product Plies Net Qty TSHd1-2 8' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 TSHd1-2BBOHd3-2 BBOHd3-2 BBOHd1-2 BBO3 BBOHd1-2 BBOHd3-2BBOHd3-2 BBO5 3rd and4thStall Garage Option LEVEL NOTES Current Date:10/14/2019 File Name:5006 B.jvl Level Name:2nd Floor Building Code - Design Methodology:IBC 2012 Members with Design Overridden:F14', F36', STCa1 TJ-Pro Rating (Weighted Average):45 Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 34, joist = F38'(i33982) Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 56, joist = F14'(i33976) FLOOR Floor Container:FC4, FC9 Use/Occupancy:ResidentialLivingAreas Floor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead Load Operator Added Additional Loads Maximum Allowed Deflection:L/480 Live Load & L/240 Total Load TJ-Pro Rating Information: Weighted Average:FC4: 44; FC9: 45 Directly Applied Ceiling:Gypsum 1/2" Decking Attachment:Glue and Nail Decking Material:23/32"x48"x96" Weyerhaeuser Edge Gold Panel (0/24) T&G SF Perpendicular Partition:No Strapping at max 8' o.c.:None Blocking at max 8' o.c.:No Poured Flooring:No GIRDER TRUSS BY OTHERS NOTES: TRUSS MANUFACTURER TODESIGN FOR ANY TORSION LOADS AT BOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCEDEPENDS ON THE NUMBER OF GIRDERTRUSS PLIES AND VERTICAL LOADAPPLIED. TJI SERIES WEB STIFFENER SQUASH BLOCK MAX. TJI REACTION 110 1178" MIN.58" x 512" Wide 34" Net x 512" Wide 1" Net x 512" Wide 118" TJ Rim Board(BOTH SIDES OF JOIST) 2x6 BLOCK (BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) 1,305 LBS 1,530 LBS 230 - 1,575 LBS 360 - 1,620 LBS 2ND FLOOR WALL SUPPORTING UNIFORMROOF LOAD (2) PLY 2X10 SYP/DFBOTTOM CHORD, MINIMUM SQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE) ATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB & WEB STIFFENER. TJI JOIST SERIES 1178" MIN. DEPTH GAP: 18" MINIMUM234" MAXIMUM (3) 8d (0.113" x 212") NAILS,CLINCHED WEB STIFFENER EACH SIDESEE TABLE BELOW TIGHT FIT 1" 1" WEB STIFFENER SEE DETAIL HANGER - SEE TABLE R R R HANGER MAX. REACTION 2,615 LBS MIU5.12/9 2,615 LBS MIU4.75/9 2,615 LBS LIGHT LOADS 1 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL & ALL LEVELS ABOVE. MAX HANGER REACTION FOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION)NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOP MOUNT MAX HANGER NAILING REQUIREMENTS. SIMPSON STRONG-TIE HANGER MAX. REACTION 2,220 LBS HD310-2 2,920 LBS 2,920LBS USP GIRDER TRUSS BY OTHERS TOP VIEW RTJI JOIST SQUASH BLOCK - SEE TABLE 210 1178" MIN. 230 / 360 1178" MIN. R HD210-3 5 1/2" GIRDER TRUSS BY OTHERS HANGER - SEE TABLE SQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3")NAILS INTO WEB & WEB STIFFENER. RTJI JOIST 118" TJ Rim Board(BOTH SIDES OF JOIST) MIU4.12/9 SUH410R SIDE VIEW WEB STIFFENER - SEE TABLE HANGER - SEE TABLE 2 2 2 2 2 2 1 1 1 1 R GIRDER TRUSS BY OTHERS NOTES: TRUSS MANUFACTURER TODESIGN FOR ANY TORSION LOADS ATBOTTOM CHORDS OF GIRDER TRUSSIF NEEDED. THE TORSION FORCEDEPENDS ON THE NUMBER OF GIRDERTRUSS PLIES AND VERTICAL LOADAPPLIED. 2ND FLOOR WALLSUPPORTING UNIFORM ROOF LOAD (2) PLY 2X10 SYP/DFBOTTOM CHORD, MINIMUM TJI JOIST SERIES1178" MIN. DEPTH HANGER - SEE TABLE TJI SERIES SQUASH BLOCKS MAX. TJI REACTION 134" 1.55E TIMBERSTRAND LSL(BOTH SIDES OF JOIST)(CUT 116" TALLER THAN JOIST) 2x6 SQUASH BLOCK(BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) 1,560 LBS 1,655 LBS 230 - 1,655 LBS360 - 1,705 LBS HEAVY LOADS HANGER MAX. REACTION HGUS5.50/10 9,100 LBS SIMPSON STRONG-TIE HANGER MAX. REACTION THDH610 9,855 LBS THDH210-3 9,855 LBS THDH610 9,855 LBS USP 110 1178" MIN. 210 1178" MIN. 230 / 360 1178" MIN. 9,100 LBS 9,100 LBS HGUS5.25/10 HGUS5.50/102x6 SQUASH BLOCK (BOTH SIDES OF JOIST) (CUT 116" TALLER THAN JOIST) SQUASH BLOCKS (SEE TABLE FOR SIZE & TYPE) ATTACH W/ (3) 10d (0.128" x 3") NAILS INTO WEB &WEB STIFFENER. WEB STIFFENERSEE DETAIL GAP: 18" MINIMUM234" MAXIMUM (3) 8d (0.113" x 212") NAILS,CLINCHED WEB STIFFENER EACH SIDESEE TABLE BELOW TIGHT FIT 1" 1" GIRDER TRUSS BY OTHERS HANGER - SEE TABLE SQUASH BLOCK - SEE TABLEATTACH W/ (3) 10d (0.128" x 3")NAILS INTO WEB & WEB STIFFENER. TJI JOIST SIDE VIEW GIRDER TRUSS BY OTHERS TOP VIEW TJI JOIST SQUASH BLOCK - SEE TABLE 5 1/2" WEB STIFFENER - SEE TABLE HANGER - SEE TABLE WEB STIFFENER 58" x 512" Wide 34" Net x 512" Wide 1" Net x 512" Wide 2 2 2 2 2 2 1 1 1 1 1 - MAXIMUM TJI REACTION FROM CURRENT LEVEL LOADS ONLY.2 - MAXIMUM LOAD / REACTION ON HANGER FROM CURRENT LEVEL & ALL LEVELS ABOVE. MAX HANGER REACTION FOR FLOOR & ROOF COMBINATION (115% SNOW LOAD DURATION)NAILING: SEE HANGER MANUFACTURE LITERATURE FOR TOP MOUNT MAX HANGER NAILING REQUIREMENTS. 4th Stall Garage Option Add List PlotID Length Product Plies Net Qty TS2-2 20' 0"1 1/2" x 11 7/8" 1.5E TimberStrand LSL 2 2 TS5-2 10' 0"1 3/4" x 9 1/2" 1.55E TimberStrand LSL 2 2 4th Stall Garage Option Remove List PlotID Length Product Plies Net Qty M1-3 20' 0"1 3/4" x 18" 2.0E Microllam LVL 3 3 BBO3 B B O 5 TS5-2 TS2-2 B B O 3 TS5-2 BBO4 Attach Rim to Bottom Chord of Girder with (3) rows of 16d nails @ 6" o/c Garage mono trusses to support bumpout area. 4th Stall Garage Option Joists and hangers same as 3rd stall. See 3rd stall option. 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 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 . 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 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 : N /A 7 /1 5 /1 4 N /A L e n n a r M N 5 0 0 6 E l e v a t i o n B - 3 r d S t a l l G a r a g e M N R e v . B y D a t e J L H 1 0 -1 4 -1 9 C o m m e n t s A d j u s t e d j o i s t f o r c h a s e o n E /I p l a n . D r a w n B y : C h u c k E O r i g i n a l D a t e : 7 /1 5 /1 4 SecondFloor Framing Plan Scale: 1/4" = 1'-0" R14-174494 5006 B Sheet 3 of 3 Structural Framer's Pocket Guide. Access with your Smart Phone. http://woodbywy.com/document/tj-9001/ Have a damaged joist or beam?File an electronic damage report forprompt service from your regionaltechnical office. Scan the QR Codewith your smartphone or go to: www.damagereport.w 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 Roof HeaderPlan Scale: 3/16" = 1'-0" Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY BRACING INCLUDES: Blocking, Hangers, Rim Board, Sheathing, Rim Joist, Strut Lines Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. Properly install all blocking, hangers, rim boards, and rim joists at TJI® joist end supports. 2. Establish a permanent deck (sheathing), fastened to the first 4 feet of joists at the end of the bay or braced end wall. 3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area and to each joist. 4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within ½" from true alignment. WARNING NOTES: WARNING Joists are unstable until braced laterally Bracing Includes: BlockingHangers Sheathing Rim Board Strut LinesRim Joist DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. DO NOT walk on joists that are lying flat. DO NOT walk on joists until braced. INJURY MAY RESULT. Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of Weyerhaeuser NR. ©2013 Weyerhaeuser NR Company. All rights reserved. THINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING A COMPLETE JAVELIN® LAYOUT INCLUDES THEWEYERHAEUSER FRAMER'S POCKET GUIDE. Only header openings and roof loads which affect Weyerhaeuser product sizes have been denoted on this layout. In addition to any 'CS' detail callouts shown, solid blocking and/or squash blocks are required to provide vertical load transfer from all concentrated load locations to foundation below. See Pocket Framer's Guide for appropriate detail(s). Thislayout is intended for the use of Trus Joist® engineered wood products only. The substitution of other engineered wood products with thislayout isNOT PERMITTED. Please identify the TJI® , TimberStrand® LSL , Microllam® LVL , and Parallam® PSL stamps on the product to ensure that thislayout is valid for the products actually installed. PDF created with pdfFactory Pro trial version www.pdffactory.com 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 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 February 26, 2015Project Number:Date:5.056 S3 1 Sheets: of 2Print Name:Signed: License Number:Ryan Mack 12−16−16 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.com 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 A N D 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 1 2 " 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 3 4 " W I D T H − 1 . 5 5 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 Lennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 5006 Model "B" 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. − I N D I C A T E S H O L D O W N L O C A T I O N 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 ( 5 − F T ) ( 5 − F T ) (5 − F T ) B R A C E D W A L L L I N E ( 5 − F T ) ( 5 − F T ) 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 (5 − F T ) 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 ELEVATION CO N S T R U C T P O R T A L FR A M E A S S H O W N I N 1 / S 4 CO N S T R U C T P O R T A L FR A M E A S S H O W N I N 1 / S 4 CO N S T R U C T P O R T A L FR A M E A S S H O W N I N 1 / S 4 CONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4 ( 4 − F T ) ( 4 − F T ) ( 4 − F T ) ( 4 − F T ) (4−FT)(4−FT)(4−FT)(4−FT)(4−FT) B R A C E D WALL LINE BRACED WALL LINE BR A C E D WA L L L I N E ( 5 − F T ) ( 5 − F T ) ( 5 − F T ) ( 5 − F T ) ( 5 − F T ) ( 5 − F T ) ( 5 − F T ) ( 5 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (4 − F T ) (3 . 5 − F T ) (3 . 5 − F T ) (5 − F T ) (5 − F T ) (5 − F T ) BR A C E D WA L L L I N E (5 − F T ) (5 − F T ) (5 − F T ) 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 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 (4 − F T ) B R A C E D W A L L L I N E ( 6 − F T ) ( 6 − F T ) B R A C E D W A L L L I N E TH I R D S T A L L G A R A G E D O E S NO T R E Q U I R E P O R T A L FR A M E C O N S T R U C T I O N ( 5 − F T ) CO N S T R U C T P O R T A L FR A M E A S S H O W N I N 1 / S 4 TH I R D S T A L L G A R A G E D O E S NO T R E Q U I R E P O R T A L FR A M E C O N S T R U C T I O N BR A C E D WA L L L I N E (3 − F T ) (6 − F T ) (5 . 5 − F T ) PR O V I D E C O N N E C T I O N S S H O W N FO R B R A C E D W A L L P A N E L S A L O N G IN D I C A T E D P O R T I O N O F W A L L (P L Y W O O D / O S B N O T R E Q ’ D ) (3.5−FT) BR A C E D WA L L L I N E (3.5−FT)(2−FT)(2−FT)(6−FT)(6−FT)(6−FT)(6−FT)(6−FT)(6−FT)(5−FT)BRACED WALL LINE BRACED WALL LINE (5−FT)BRACED WALL LINE CONSTRUCT PORTAL FRAME AS SHOWN IN 1/S4THESE STALLS DO NOT REQUIRE PORTAL FRAME CONSTRUCTION(4−FT)Layout Change 5−19−16 1 4 Car Garage 12−16−16 2 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 © February 26, 2015Project Number:Date:5.056 S4 2 Sheets: of 2Print Name:Signed: License Number:Ryan Mack 12−16−16 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.com 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 BLOCKING BETWEEN JOISTS AS FOLLOWS:FLAT 2x4 TOP & BOTTOM OR JOIST MATERIAL OR SAWN BLOCKING 3 4 " PLYWOOD SHEET NAILED TO 2x4’s w/(8) 8d NAILS TOP & BOTTOM CIRCULAR HOLE UP TO 8"Ø MAY BE CUT INTO CENTER OF PLYWOODNAIL FLOOR SHEATHING TO BLOCKING w/ 8d NAILS @ 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 2 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 F L O O R S Y S T E M F L O O R S Y S T E M PO S T − I N S T A L L E D H O L D O W N O P T I O N S 3 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 US P M S T C M 4 0 S T R A P A T LO C A T I O N S S H O W N N A I L E D TO D O U B L E S T U D S & 1 4 " x 2 1 4 " C O N C R E T E S C R E W S (T A P C O N , T I T E N , O R E Q U I V . ) IN T O F O U N D A T I O N CO N C R E T E FO U N D A T I O N BE L O W 1 2 "Ø T H R E A D E D RO D w / N U T & WA S H E R A T HO L D O W N E N D 1 2 "Ø S I M P S O N TI T E N H D R O D CO U P L E R w / 8 " EM B E D I N T O CO N C R E T E CO N C R E T E FO U N D A T I O N BE L O W 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 DO U B L E S T U D S US P M S T C M 6 0 S T R A P A T LO C A T I O N S S H O W N N A I L E D TO D O U B L E S T U D S & 1 4 " x 2 1 4 " C O N C R E T E S C R E W S (T A P C O N , T I T E N , O R E Q U I V . ) IN T O F O U N D A T I O N Lennar Corporation 16305 36th Ave N. Suite 600 Plymouth, MN 55446 5006 Model "B" Elevation Minnesota Construction AL T E R N A T E B H O L D O W N S A R E T O H A V E CO R R O S I O N P R O T E C T I O N B Y O T H E R S IF U S E D I N A N E X T E R I O R A P P L I C A T I O N EX P O S E D T O T H E E L E M E N T S . 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 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 . 2’ − 1 3 4 "± 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 . (3 ) 2 x 6 S T U D S w / 3 C A R G A R A G E (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 3 / 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 ( PR 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 L S L / L V L H E A D E R T O SU P P O R T V E 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 ) 2’ − 1 3 4 "± 1’ − 1 1 " ± w / 3 & 4 C A R G A R A G E S 1’− 1 1 " ± w / 3 & 4 C A R G A R A G E S Description Date Revision Layout Change 5−19−16 1 4 Car Garage 12−16−16 2 40,000 X X 40,000 2160 40,000 3000 3000 2160 3000 .72 .72 .28 40,000 40,000 13.33 13.33 .28 3.7 2.2 3918 588 240 375 375 588 NR 170 85 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:66,000 Capacity in Gallons:Other, describe: AFUE or HSPF% 93% 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 Wall Fi b e r g l a s s , B a t t s Name of Residential Contractor MN License Number RADON CONTROL SYSTEMTHERMAL ENVELOPE Fo a m O p e n C e l l No n o r N o t A p p l i c a b l e Fi b e r g l a s s , B l o w n 1413Lennar Heating Gain 19218 Impala AveNUE Interior R5 + R10 Exterior Lakeville Type: Check All That Apply Insulation Location Foundation Wall Model Appliances Lennox Manufacturer Fuel Type Nat Gas ML193UH070XE36 0.29 Solar Heat Gain Coefficient (SHGC): Nat Gas Domestic Water Heater Ceiling, flat Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area Average U-Factor (excludes skylights and one door) U: 59,629 20,987Residential Load Calculation Heating Loss 82 25,163 Building envelope air tightness: AOSmith Windows & Doors MECHANICAL VENTILATION SYSTEM Cooling Load 0.31 192 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): Combustion Air Select a Type Balanced Ventilation capacity in cfms: High: High: Mech Room Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Total ventilation (intermittent + continuous) rate in cfms: Capacity continuous ventilation rate in cfms: Location of duct or system: City 11/18/2019 Mailing Address of the Dwelling or Dwelling Unit Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. 50 GPVL-50 Location of duct or system: Rating or Size Efficiency Lennox Elect 13SEER /EER Output in Tons:2.5 13ACXN-030 Below Entire Slab Rim Joist (2nd Floor+) Rim Joist (1st Floor) Interior New Construction Energy Code Compliance Certificate Heating System MECHANICAL SYSTEMS R-value Duct system air tightness: Heating or Cooling Ducts Outside Conditioned Spaces Cooling System Make-up Air Select a Type Perimeter of Slab on Grade Interior Ri g i d , I s o c y n u r a t e Min e r a l F i b e r b o a r d Ri g i d , E x t r u d e d P o l y s t y r e n e Describe other insulated areas Fo a m , C l o s e d C e l l 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 000000Builders 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 X KP 12/02/19