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HomeMy WebLinkAboutLA166224 - 7797 183rd St W 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: 1 FRONT ELEVATION 3/8"=1'-0" 1 FRONT ELEVATION - A STONE Drawing No. No . Re v i s i o n 1 Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 78 6 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e SY C A M O R E A1FR O N T E L E V A T I O N A EK 10-02-2018 AV0078 AV O N L E A - 4 T H A D D I T I O N 77 9 7 1 8 3 R D S T R E E T W LA K E V I L L E , M N 5 5 0 4 4 SP Y C H A L L A 18 9 Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 11/29/2018dmathews 3/16"=1'-0" 1 SIDE ELEVATION 3/16"=1'-0" 2 REAR ELEVATION 3/16"=1'-0" 3 SIDE ELEVATION 1/8"=1'-0" 4 ROOF PLAN Drawing No. No . Re v i s i o n 1 Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 78 6 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e SY C A M O R E A2EX T E R I O R E L E V A T I O N S & R O O F P L A N A EK 10-02-2018 AV0078 AV O N L E A - 4 T H A D D I T I O N 77 9 7 1 8 3 R D S T R E E T W LA K E V I L L E , M N 5 5 0 4 4 SP Y C H A L L A 18 9 3/16"=1'-0" 1 LOWER LEVEL PLAN Drawing No. No . Re v i s i o n 1 Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 78 6 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : El e v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: Job # X XFi n a l A p p r o v a l Da t e SY C A M O R E A3LO W E R L E V E L P L A N A EK 10-02-2018 AV0078 AV O N L E A - 4 T H A D D I T I O N 77 9 7 1 8 3 R D S T R E E T W LA K E V I L L E , M N 5 5 0 4 4 SP Y C H A L L A 18 9 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. 3.25 3.25 4.25 4.25 Deck Included 2'x2'x8" pad per engineering FAN Smoke CO Smoke 1/4"=1'-0" 1 MAIN FLOOR PLAN Drawing No. No . Re v i s i o n 1 Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 78 6 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : Ele v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: EK 10-02-2018 Job # AV0078 X XFi n a l A p p r o v a l Da t e AV O N L E A - 4 T H A D D I T I O N 77 9 7 1 8 3 R D S T R E E T W LA K E V I L L E , M N 5 5 0 4 4 SY C A M O R E SP Y C H A L L A 18 9 A4MA I N F L O O R P L A N A -Min. 15" clearance to any obstruction from center of W.C., 24" in front(typ). 2.25 2.25 3 4 4 4 4 4 4 4 4 6 4 444 4.5 4.5 6 4 4 PFH PFH Smoke Smoke CO FAN FAN Smoke Smoke CO 1/4"=1'-0" 2 BUILDING SECTION @ GARAGE A5BU I L D I N G S E C T I O N S A Drawing No. No . Re v i s i o n 1 Co m m u n i t y : Ad d r e s s : Ci t y : Sh e e t T i t l e : 53 5 4 P a r k d a l e D r . # 1 0 0 St . L o u i s P a r k , M N 5 5 4 1 6 78 6 . 5 8 6 . 7 2 0 0 Lo t : Bl o c k : Da t e By Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . A l l dr a w i n g s a n d s p e c i f i c a t i o n s a r e i n s t r u m e n t s o f se r v i c e c o p y r i g h t e d b y M / I H o m e s , I n c . a n d m u s t b e re t u r n e d u p o n r e q u e s t . T h e s e p l a n s a r e f o r co n s t r u c t i o n p u r p o s e s o n l y . T h e s e p l a n s m a y v a r y fr o m m o d e l h o m e s a n d m a r k e t i n g m a t e r i a l s . Co n t r a c t o r t o v e r i f y s u i t a b i l i t y o f p l a n s w i t h o w n e r . Th e s e p l a n s a r e e x c l u s i v e p r o p e r t y o f M / I H o m e s . Mo d e l : Ele v a t i o n : Cl i e n t : This drawing is intended to be printed at 22"x34". Drawing is half scale when printed at 11"x17" Date: Drawn By: EK 10-02-2018 Job # AV0078 X XFi n a l A p p r o v a l Da t e AV O N L E A - 4 T H A D D I T I O N 77 9 7 1 8 3 R D S T R E E T W LA K E V I L L E , M N 5 5 0 4 4 SY C A M O R E SP Y C H A L L A 18 9 1/4"=1'-0" 1 BUILDING SECTION @ HOUSE 3/8"=1'-0" 3 OPTIONAL ARCH DETAIL 5PORTAL FRAME W/ HOLD-DOWNS (PFH)1/2" = 1'-0" R602.10.6.2 OSB PANEL @ BRACE LOC. (CSWSP)1/2" = 1'-0" 2 R I M F L A S H I N G D E T A I L 8 " 6CONT. SHEATHED PORTAL FRAME (CS-P F ) 1/2" = 1'-0" R602.10.6.4 R A D O N R E D U C T I O N S Y S T E M - B A S E M E N T S C A L E 1 / 2 " = 1 ' - 0 " 4 F I R E P L A C E F R A M I N G S C A L E 3 " = 1 ' - 0 " 3 6 A @ F L O O R T R U S S L O C A T I O N S 1 / 2 " = 1 ' - 0 " R 6 0 2 . 1 0 . 6 . 2 P O R T A L F R A M E W / H O L D - D O W N S BASEMENT R - 4 o n p i p e i n a t t i c 4 S C A L E : 1 " = 1 ' - 0 " S T O N E & V E N T I N G D E T A I L 3ROOF TRUSS / TRIM FLASHING DETAILSCALE 3" = 1'-0"PARALLEL RIM DETAIL SCALE 1" = 1'-0"1 S T O N E C O R N E R D E T A I L S C A L E 1 " = 1 ' - 0 " 2 STONE FINISH tli'I lv.1/IHOMES Move Up Contractor: Deck And Basement Co. Phone: 612-741-2289 Address: 6907 Loaan Ave S Minneapolis, Site Address: SPYCHALLA, SYCAMORE HAYDEN (AV0078} Notes: I.Oekk color Grey CID Deck l Basement Company� In line with rear house wall Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 11/14/2018dmathews / 14'' I Ledger and Flashing at House Wall I 14 ea DTTlZ at Ledger! ' � / '/ '� w 2ea 2x10 #1 SYP \ \I ' 9' .1.r ' '/ I I I �LJ ::,, = � tfe ' ,� I-\-' I /' \ 2-2x10 Dropped beam DP-50 w/6x6 Support PostI Bearing on house Corners 12-2x10 #1 SYP Flush Beam I .. '-/ ;;I ,c �� ' Deck lnformati on Joist:: 2x10 #1 Decking : 5/4 " Railing : All Alu Support Post : SYP 16" on center x 6" i.Dekk minum System 6x6 Treated Footings : Dia mond Footing, DPSOs All FooUn gs ..,.....::---:" ..... 11,io ... ., --........ ,;(, v./ / � \ l2ea 2x10 #1 SYPI � � 2-2x10 Dropped beam Bearing on house Corners t1h Contractor: Deck And Basement Co. Site Address: SPYCHALLA, SYCAMORE HAYDEN (AV0078)IID lVI/IHOMES �ove Up Phone: 612-741-2289 Address: 6907 Loaan Ave S Mlnneanolls. Notes:I.Oekk color Grey Deck l Basement Corn1lan..v o t1h Contractor: Deck And Basement Co. Phone: 612-741-2289 lv.1/IHOM.ES Move Up Address: 6907 Loaan Ave S Minneapolis Site Address: SPYCHALLA, SYCAMORE HAYDEN (AV0078} Notes: I.Oekk color Grey I Guar:ds and Rails to code i 36'' Approx 10· to grade IID Deck l Basement Company� Sul>Foor TGI floor Joist 2x6 top plate 2x6 wall stua---.JJ • • "' . , •Dtt1ZAttachment •�us· S('ft� istlo'<\11) (It &-10dilh' M• QdJolst 2"x10" SYP Joist 2x1 O j isl hanger 5" Strong-Drive® SOWS Timber Screw See attached sheet for ledger fastening details ounter flash Tape I Flashing Dtt1Z Installed per instructions below DTT1 Z Deck Tension Tie DTT1 Z Installation Instructions for Deck Applications 1 Ledger Joist 2 Centerline of Plate 3 4 -J . . . . . (Floor framing not shown for clarity) r---Top Plalll I • I Layout: l �l.LJ_LJ.L - J Determine the horizontal locations of the installations. A minimum of four DTT1Z deck tension ties must be evenly distributed along the deck with one DTT1Z within two feet of each end of L----'" . . ------.. . . . . . . . . . . . . . . . . . . -. � ,--·-" z:JjionalS1de-Mount Installation ¾• Centerline fo,DTT1Z Installation See T-C-DECKLAT forlnstaltationto Stud JolllF-o &80181c1W ea-er &-10dd1''111G Nlill ,_, DTT1Z!D achl8V8 : t,e required amount ofoorrw 1111118d penetration .... _-Do not CMOr-<lriYe Andianng S,nw Prodrtll $15' dla. halo forfully1hl98dlod I lag screw, predrtlllng not reqt,jffld wtth SlnJre-Driva"SDWH TIMBEIWIEXHDG Saaw . . . . . . . . -----. . . . . . . . . the ledger . . . . . . . Location: Determine the vertical locations ofthe installations. The DTT1 Z tension tie must be fastened into the center oft he top plate, studs or header (siding may need to be removed and exploratory holes may be needed). Ensure location is free of piping, wiring, ductwork, or other obstructions. In some cases, structural blocking fastened to the deck joists may be required to position the DTT1 Zin the proper location. For additional information, refer to the technical bulletin T-C-DECKLATat www.strongtie.com. Joist Fasteners: Position the DTT1Z on the deck joist in a location that provides a minimum of 3" of thread penetration of the anchoring screw into the top plate, studs or header. Using a low-torque wrench, fasten the DTT1Z to the deck joist with the required fasteners (6-#9x1 ½" Strong-Drive® SD Connector screws or 8-1 0dx1 ½" HOG nails). Anchoring Screw: Install anchoring screw through the hole of the OTT 1Z and into the center of the top plate, studs or header with a minimum of3" of thread penetration and snug to the base of DTT1Z. Do not over-drive. Simpson strong-Tie Strong-Drive® S DWH Timber-Hex H DG screws do not require predrilling or a washer. A¾" lag screw anchor can also be used but requires predrilled holes and a standard ¾"washer . Note: The details above are applicable where floor joists are parallel to deckjoists per IRC figure R507 .2 .3 (2). Exterior clildding and IF.1shing not shewn tor ct.rity Wood slruclural panel sheathing / 1/i max. lhickness fastened per code ' � Band joist l�'f IJSM/Jtf sp:Jcing my bt ()l/$<1Up to,. It> ,,w,id lntNICICI»> 1vilh pr$'l jt.,chflttnt ":::::::::::::!::�'1:)/ per Table t-1¼" minhlumtom I to> ol ledgtr an, oano101st LC111'i11l COnO!t!Ol'I 40 i;':' li11c 13 csi Oe&lf £-0 cs' ti•,e HlWD&aJI -1or.s'LM1a i:s' Oc.itl (-0 ��• li•,c HI i:·:' OriltJ floor Jolsl or blocking l'tOr.'1111:BI Ledljer 31;e :>, 2>. 2-2' 2·2x l\lo�el NO. SDWS22300D0 SDWS22400DB SDWS22500D8 SDWS226000B SDWS22800D8 SDWS221000D8 ◄} SOWS wood screws-'- \ stagger vertically -1--® space m accordance ◄l'lilh Table \_ 2· nominal deck ledger shown (doubte2· ledger similar) 1-T-�,-� G'ffom L -On•ccnltr end or led9tr 11))c!n9 of sows rto«I w,ew:. �· minimum row s;ucing ®�-� -. n,· nunn'lum 110m J boltom ol lt«;er Jl\tJl».R4j>'tl 61lndJclSI Maximum DectJolslSPll'l $trtw IAa!erllllaBd Up kl 611. tip 10811. up1oi11t. I upto12N. ltpJ-,14U. I Uplol&lt I Uptin1Sli. t.lOGelllo. Millimam s11e loli:11imu111 On,C1.-nlcr Sp;n:iA11 GI Fa:;tt:ncrt (in,) 1"0$8 " 10 !-' 8 5 5 1'LVL S0\1.'sn1:conn lh .. OSB 1�(' l\'I "1:-: lit d ' 6 ; Wt I.SL -2xsr.OF:2xSl'E�F 1-2--,.1; -1-1 -9-a ; rose 10 ' E ; . , • l 1"LVL S(h\'S22:!a(00S 1�"0SB 1:-'it!.',!I. 12 (• ' 3 5 • ' 1¼'LSt. 2xsr or-2xS?f,Hr IS " • • ; • ' ,·osa 1;, I� • • ; 6 ,, l'L'/L SOWS225C003 1WOS! Ui1' L\IL ,, 11 1C• 3 ; 6 ; 1¼' LSL ?xt,,"V,111•-ZxSPr !if 1� 1:-10 3 ' 6 ' 1'0$8 11 •'• ' • • 1'LVL SCtWS225C003 li't'OS! 1�· !.'.fl 12 � l ,; 5 • 4 1i:.· LSL 2>: SP, 0F-2x..S?F, liF 12 t• , 3 5 • ' Fastener Thread Reference Withdrawal Max. Reference Withdrawal Length, Length, Design Value, \V (lbs./inch) Design Value, WMox L Tl OF and SP HF and SPF OF and SP HF and SPF (In.) (it.) rnain Member Main Member Main Member lllain Member 3 1 ½I 164 151 245 225 4 2¼ 179 160 425 380 5 2¼ 214 187 590 495 6 2¾ 214 187 590 495 8 2¾ 214 187 590 495 10 2¼ 214 187 590 495 2 ea 2x10 rim jois 2x10 blocking � ..... - openings sh II not allow the passage of a 4" Diameter sphere '2 ea 2x10 rim jois1i 2x10 blocking ,,... .c ti) • C ·-E ••ti) M 4ea 4" lag screws in post base INDICATES EXTERIOR BRACED WA L L P A N E L w / S H E A T H I N G O N E X T E R I O R F A C E I N A C C O R D A N C E w / F R A M I N G N O T E 9 . PROVIDE INCREASED FASTENING R E Q U I R E M E N T S A S S H O W N B E L O W . INDICATES ENGINEERED WIND RE S I S T I N G E L E M E N T S T O B E 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 . (MIN. LENGTH)(MIN. LENGTH)EXTERIOR BEARING WALL E X T E R I O R N O N - B E A R I N G W A L L R O O F T R U S S F A S T E N E D T O P L A T E S w / 8 d T O E N A I L S @ 6 " O . C . 2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHINTERIOR BEARING WALL I N T E R I O R N O N - B E A R I N G W A L L P R O V I D E T R U S S D I R E C T L Y I N L I N E w / B R A C E D W A L L P A N E L F A S T E N E D T O P L A T E S w / 8 d T O E N A I L S @ 6 " O . C . THESE SHEETS REPRESENT A COMPLETE DESIGN O F T H E " M A I N W I N D F O R C E R E S I S T I N G S Y S T E M " F O R T H E E N T I R E R E S I D E N T I A L S T R U C T U R E . THE LOCATION AND LENGTH OF EACH BRACED WAL L P A N E L A N D 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 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 GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL D R 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 T A N D A R D F R A M I N G . SECTIONS SHOWN DEPICT CONNECTIONS OF BRACE D W A L L P A N E L S T O R O O F T R U S S E S A B O V E , T O JOISTS/TRUSSES/BLOCKING ABOVE, AND TO JOISTS/TRU 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 NECESSARILY REQUIRED TO ALIGN, BUT M A Y D E P E N D I N G O N P L A N L A Y O U T . N A I L L A D D E R T R U S S T O T O P P L A T E S w / 8 d N A I L S @ 6 " O . C . N A I L B O T T O M P L A T E T O L A D D E R T R U S S w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " NAIL EACH TRUSS TOTOP PLATE w/ (3) 8dTOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPT H BLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACH N A I L B O T T O M P L A T E T O B L O C K I N G w / ( 3 ) 1 6 d N A I L S E V E R Y 1 6 " P R O V I D E T R U S S D I R E C T L Y I N L I N E w / B R A C E D W A L L P A N E L F A S T E N E D T O P L A T E S w / 8 d T O E N A I L S @ 6 " O . C . R O O F T R U S S E S B R A C E D W A L L P A N E L F L A T 2 x 6 @ 2 4 " O . C . ( M I N . ( 3 ) P E R B R A C E D W A L L P A N E L ) S I M P S O N A 3 5 F R A M I N G A N G L E E A C H E N D ( 4 ) 0 . 1 3 1 " Ø x 3 " N A I L S B R A C E D W A L L P A N E L ( 4 ) 0 . 1 3 1 " Ø x 3 " N A I L S S I M P S O N L T P 4 F R A M I N G P L A T E E A C H E N D F L O O R T R U S S E S F L A T 2 x 6 @ 2 4 " O . C . ( M I N . ( 3 ) P E R B R A C E D W A L L P A N E L ) B R A C E D W A L L P A N E L ( 4 ) 0 . 1 3 1 " Ø x 3 " N A I L S S I M P S O N L T P 4 F R A M I N G P L A T E E A C H E N D F L O O R T R U S S E S F L A T 2 x 6 @ 2 4 " O . C . ( M I N . ( 3 ) P E R B R A C E D W A L L P A N E L ) B R A C E D W A L L C O N N E C T I O N B R 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 T R U S S E S ) D E T A I L S S H O W N A B O V E A R E A L T E R N A T I V E C O N N E C T I O N S T O B E U S E D W H E N B R A C E D W A L L P A N E L D O E S N O T A L I G N W I T H F R A M I N G . INDICATES INTERIOR BRACED WAL L P A N E L w / G Y P S U M S H 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 L I S T E D I N FRAMING NOTE 10, SPACED AT 4" O . C . P R O V I D E I N C R E A S E D F A 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 . ROOF TRUSS E S FASTENED TO P L A T E S w/ (3) 8d TOEN A I L S & SIMPSON H2.5 C L I P 2x4 BLOCKINGBETWEENTRUSSES NAI L E D TO TOP PLAT E S w / (3) 8d NAILS E A C H NAIL EACH TR U S S TO TOP PLAT E S w / (3) 8d TOENAI L S NAIL BOTTOMPLATE TO RIB B O N BRACE / TRUS S w / (3) 16d NAILSEVERY 16"FRAME 2x4 BOXAROUND SPACEBETWEEN TRUSS w/SAME SHEATHINGAND FASTENING ASWALL BELOW(OR REPLACE w/ADEQUATE DEPTH2x MEMBER)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(UPPER LEVEL ROOFTRUSS BEARINGWALLS ONLY)REPRESENTSFIGURER602.10.8.2(3)PROJECT SCOPEDESIGN OF THE MAIN WINDFORCE RESISTING SYSTEM, AND THE BEAMS, HEADERS, AND SUPPORTINGMEMBERS INCLUDING FOOTINGS FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE INACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OFTHE CODE.GENERAL NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY M/IHOMES FOR MORE INFORMATION.2.THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECTSCOPE ABOVE. DESIGN OF THE REMAINING HOME INCLUDING ALL MANUFACTURER ENGINEEREDPRODUCTS ARE BY OTHERS.3.IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TOTHE HANSON GROUP FOR REVIEW.4.ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.5.CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFOREPROCEEDING WITH WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.6.MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION NOTES1.DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIRINSTALLATION, ARE TO BE IN ACCORDANCE WITH THE CODE.2.INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHORWITHIN 12" OF EACH END AS APPLICABLE.3.BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48" MATCHINGHOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.4.CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.5.BACKFILL BELOW EXTERIOR STOOP SLABS WITH COMPACTED GRANULAR MATERIAL TO FROSTDEPTH (4'-0" MINIMUM).6.PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BYFLOOR SYSTEM AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.FRAMING NOTES1.ALL HEADERS ARE TO BE MINIMUM (2) 2x10 LUMBER UNLESS NOTED OTHERWISE. (2) 2x10MEMBERS SHOWN MAY BE SUBSTITUTED WITH (2) 1¾" x 7¼" LVL OR (3) 1¾" x 5½" LVL AS REQUIRED.2.ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUDAT EACH END AND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LVL AND GIRDER TRUSS BEAMSAND HEADERS ARE TO HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND ATINTERMEDIATE SUPPORTS. 3-PLY LVL AND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OFTHREE BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. ADDITIONAL BEARINGSTUDS ARE NOT REQUIRED FOR LVL SUBSTITUTED FOR STANDARD SAWN LUMBER. ALL BEARINGABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER IS TO VERIFY GIRDER TRUSSBEARING LENGTH AND SUPPORT REQUIREMENTS. BEARING ENHANCERS ARE BY THE SUPPLIER.3.ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACHEND. EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWOFULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGSGREATER THAN TEN FEET IN WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDSAT EACH END, EXCEPT AT TALL WALLS AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN INDETERMINING NUMBER OF KING STUDS IS THE FULL LENGTH OF THE HEADER.4.ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS,CLIPS, POST CAPS, AND POST BASES.5.CONNECT MULTIPLE MEMBER LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURERREQUIREMENTS.6.VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.7.ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).8.ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENEDTO SHEATHING / GYP BOARD AS NOTED BELOW (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. ATINTERIOR).9.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWINGCRITERIA, U.N.O., WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTIONR602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C. (GARAGE WALLS MAY BE 2x4 STUDS)B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C ATPANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6"SPACING.10.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWINGCRITERIA, U.N.O.A.2x4 OR 2x6 STUDS SPACED @ 16" O.C.B.WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS@ 8" O.C. MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUDPENETRATION)11.ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FLOOR SHEATHING: 34" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANELEDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.12.ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.A.ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.B.FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND(3) 8d TOENAILS.C.ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGESAND 12" O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.13.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHERWITH (8) 16d NAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2)10d FACE NAILS.14.ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.15.CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR.AT BOTTOM, PSL TO BEAR DIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/MEMBRANE.16.ENGINEERING SHOWN ASSUMES NO SILL PLATE OVERHANG AT THE TOP OF THE FOUNDATIONWALLS.17.COVERED ENTRY PORCH IS CONSIDERED BY THE HANSON GROUP TO BE A NON-ESSENTIALPRIMARILY OPEN STRUCTURE NOT PART OF THE MAIN WIND FORCE RESISTING SYSTEM. PROVIDECODE REQUIRED UPLIFT CONNECTIONS AT ALL POSTS.MATERIALSCONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS (OR 3,000 PSI WITH AN APPROVED ADMIXTURETHATPROVIDES A WATER AND VAPOR RESISTANCE AT LEAST EQUIVALENT TO 5,000 PSI CONCRETE)REINFORCING STEEL: ASTM A615 GRADE 60 (#4 BARS MAY BE GRADE 40)ALLOWABLE SOILBEARING PRESSURE: 2,000 PSF (ASSUMED)WALL STUDS (10' OR LESS):SPF STUD GRADE OR BETTERWALL STUDS (OVER 10'):SPF NO.2 GRADE OR BETTERDIMENSIONAL LUMBER:SPF NO.2 GRADE OR BETTERTREATED LUMBER:SYP NO.2 GRADE OR BETTERLVL:134" WIDTH - 1.9E OR BETTERLSL STUDS:112" WIDTH - 1.3E OR BETTERLSL BEAMS:134" WIDTH - 1.55E OR BETTERPSL: 1.8E OR BETTERLOADSROOF LIVE LOAD: 35-42 PSF (SNOW)ROOF DEAD LOAD:15 PSFFLOOR LIVE LOAD:40 PSFFLOOR DEAD LOAD:15 PSFWIND LOAD:90 MPH EXP. CCODES2015 MINNESOTA RESIDENTIAL CODE ABBREVIATIONSTYP.=TYPICALSIM.=SIMILARU.N.O.= UNLESS NOTED OTHERWISEO.C.= ON CENTER= CONTINUOUS OVER P r o j e c t N u m b e r : D a t e : S 1 1 S h e e t s : o f D e s c r i p t i o n D a t e R e v i s i o n P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : T r e v o r A x n e r 4 5 4 7 0 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . COPYRIGHT HANSON GROUP, LLC 2018© 3 4 0 7 K i l m e r L a n e N o r t h S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 T e l 6 1 2 - 7 0 8 - 3 5 7 2 w w w . h a n s o n g r o u p m n . c o m P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . M / I H o m e s 5 3 5 4 P a r k d a l e D r i v e , # 1 0 0 S t . L o u i s P a r k , M N 5 5 4 1 6 2 8 . 5 9 5 S y c a m o r e M o d e l E l e v a t i o n A M i n n e s o t a C o n s t r u c t i o n O c t o b e r 4 , 2 0 1 8 1 0 - 4 - 1 8 T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O T H E O P T I O N A L T H I R D S T A L L G A R A G E F O U N D A T I O N ( 2 ) 9 1 2 " L V L L O W E R L E V E L P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y ( A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 1 S 1 R E F E R E N C E P L A N THE REQUIREMENTSSHOWN DIRECTLYABOVE ONLY APPLY TOWALKOUT FOUNDATIONS T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O L O O K O U T F O U N D A T I O N S BRACED WALL LINE (4.25-FT)(3.25-FT)(4.25-FT)(3.25-FT) BRACEDWALL LINE(4.25-FT)(3.25-FT)(4.25-FT)(3.25-FT) ( 2 ) 9 1 2 " L V L F L O O R T R U S S S P A N B Y S U P P L I E R T Y P . S T A I R S A N D L A N D I N G B Y S U P P L I E R C O N C R E T E P A D F O O T I N G S C H E D U L E M A R K F O O T I N G S I Z E R E I N F O R C E M E N T E A C H W A Y F 1 2 ' - 0 " x 2 ' - 0 " x 0 ' - 8 " N O N E F 2 2 ' - 6 " x 2 ' - 6 " x 0 ' - 8 " # 5 B A R S @ 1 2 " O . C . L O C A T E R E I N F O R C E M E N T 3 " F R O M T H E B O T T O M O F F O O T I N G F 2 F O O T I N G S M A Y B E 1 2 " T H I C K U N R E I N F O R C E D A L L F O U N D A T I O N W A L L S A R E T O B E P E R C O D E O R E N G I N E E R E D G U I D E L I N E S 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 T Y P . A T A L L E X T E R I O R F O U N D A T I O N W A L L S A N D A T A L L I N T E R I O R B E A R I N G W A L L S F 2 F 2 F 1 ( 3 ) 2 x 1 0 P r o j e c t N u m b e r : D a t e : S 2 2 S h e e t s : o f D e s c r i p t i o n D a t e R e v i s i o n P r i n t N a m e : S i g n e d : L i c e n s e N u m b e r : T r e v o r A x n e r 4 5 4 7 0 D a t e : I h e r e b y c e r t i f y t h a t t h i s p l a n , s p e c i f i c a t i o n o r r e p o r t w a s p r e p a r e d b y m e o r u n d e r m y d i r e c t s u p e r v i s i o n a n d t h a t I a m a d u l y L i c e n s e d P r o f e s s i o n a l E n g i n e e r u n d e r t h e l a w s o f t h e S t a t e o f M i n n e s o t a . COPYRIGHT HANSON GROUP, LLC 2018© 3 4 0 7 K i l m e r L a n e N o r t h S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 T e l 6 1 2 - 7 0 8 - 3 5 7 2 w w w . h a n s o n g r o u p m n . c o m P L A N S S H O W N L I G H T I N B A C K G R O U N D A R E F O R L O C A T I O N R E F E R E N C E O N L Y . P L A N N O T E S A N D E L E M E N T S S H O W N L I G H T M A Y N O T N E C E S S A R I L Y S U P P O R T T H E H A N S O N G R O U P ' S D E S I G N . 2 M / I H o m e s 5 3 5 4 P a r k d a l e D r i v e , # 1 0 0 S t . L o u i s P a r k , M N 5 5 4 1 6 S 2 F R A M I N G D E T A I L G A R A G E F R O N T P O R T A L F R A M E 2 N O T E I N F O A P P L I E S S Y M M E T R I C A L L Y A C R O S S D E T A I L . 2 ' - 5 1 4 " ± 1 6 ' - 1 1 2 " ± 12'-0" MAX. F A S T E N T O P P L A T E 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 . ( 1 ) 2 x 4 B E A R I N G S T U D & ( 1 ) 2 x 4 F U L L H E I G H T S T U D E A C H E N D O F H E A D E R L O 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 C E 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 B L 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 4 B E A R I N G S T U D S M I N . P R O V I D E 2 x 4 I N F I L L W A L L A B O V E H E A D E R A S R E Q ' D S I M P S O N S T H D 1 4 E M B E D D E D H O L D O W N A N 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 2 F O R A L T E R N A T I V E O P T I O N S ) F O U N D A T I O N W A L L B E L O W L E N G T H O F C O N T I N U O U S H E A D E R ( 2 ) 5 8 " Ø A N C H O R B O L T S ( 7 " M I N . E M B E D ) w / 2 " x 2 " x 3 1 6 " P L A T E W A S H E R N A I L S H E A T H I N G T O H E A D E R w / 8 d N A I L S @ 3 " O . C . E A . W A Y T Y P . S M A L L H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H 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 A P 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 ) R O W S 8 d N A I L S @ 3 " O . C . S T A G G E R E D & T O P L A T E S / B L O C K I N G @ 3 " O . C . ) S I M P S O N 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 W A L L ( P R O V I D E S P A C E R T O F L U S H O U T H E A D E R T O W A L L S T U D T H I C K N E S S ) F A 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 . L A R G E H A T C H A R E A I N D I C A T E S 7 1 6 " O R T H 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 A P 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 F A S T E N F R A M I N G A B O V E A S S H O W N F O R B R A C E D W A L L P A N E L S C O N T I N U O U S L V L H E A D E R - S E E P L A N 2 ' - 5 1 4 " ± M A I N L E V E L P L A N S H O W N F O R L O C A T I O N R E F E R E N C E O N L Y ( A C T U A L L A Y O U T M A Y B E M I R R O R E D ) 1S2 R E F E R E N C E P L A N PLAN NOTES:1.ALL HEADERS TO BE (2) 2x10 UNLESS N O T E D O T H E R W I S E . S E E F R A M I N G N O T E S 1 T O 3 O N S 1 F O R M O R E I N F O . BEARING FOR HEADERS AND BEAMS O N L Y N O T E D O N P L A N W H E N E X C E E D I N G F R A M I N G N O T E R E Q U I R E M E N T S . 2.VERIFY ROOF LAYOUT WITH SUPPLIE R . P R O V I D E ( 2 ) 2 x 6 B R G S T U D S A T E A C H E N D O F A L L G I R D E R T R U S S E S U N L E S S NOTED OTHERWISE. TRUSS SUPPLI E R T O V E R I F Y A D E Q U A T E B E A R I N G A R E A F O R T R U S S M E M B E R S . 3.REFER TO FRAMING NOTES ON S1 F O R A D D I T I O N A L I N F O R M A T I O N . T H E R E Q U I R E M E N T S S H O W N D I R E C T L Y A B O V E O N L Y A P P L Y T O T H E O P T I O N A L T H I R D S T A L L G A R A G E P O 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 S 2 F R A M I N G D E T A I L C O N C R E T E F O U N D A T I O N B E L O W S I M P S O N H T T 5 H O L D O W N A N C H O R A T L O C A T I O N S S H O W N N A I L E D T O D O U B L E S T U D S A N D B O L T E D w / 1 2 " Ø x 1 2 " L O N G S I M P S O N T I T E N H D S C R E W - I N A N C H O R I N T O C O N C R E T E THE REQUIREMENTS SHOWNDIRECTLY ABOVE ONLYAPPLY TO THE MORNINGROOM OPTION L A T E R A L L Y B R A C E T O P O F G A B L E E N D W A L L S P E R T R U S S S U P P L I E R BRACEDWALL LINE BRACEDWALL LINE BRACED WALL LINE BRACED WALL LINE BRACEDWALL LINE (2) 1178" LVL EXTENDED HEADER GIRDER TRUSSBY SUPPLIERTYP.ROOF TRUSS SPANBY SUPPLIERTYP.(4.5-FT)(2.25-FT)(4-FT) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) WINDOW OPTIONS ATOWNER'S BATH OPTIONSDO NOT AFFECT BRACINGOR HEADERS SIZES(4-FT)(4-FT) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) BRACED WALL LINE B R A C E D W A L L L I N E (6-FT) (2) 912" LVL A D J A C E N T T R U S S E S S U P P O R T E D B Y B E A M R E Q ' D T O H A V E I N T E R I O R S U P P O R T A T G A R A G E H O U S E S H A R E D W A L L ( 3 ) 2 x 6 B R G O R 3 1 2 x 5 1 4 P S L E A C H E N D O F G T ( 4 - F T ) (4-FT)(4-FT) (6-FT) (4-FT)(4-FT) BALLOON FRAMEWALL TOBOTTOM OFVAULTED GABLETRUSS - BRACEPER SUPPLIERBRACEDWALL LINE(3-FT) I N D I C A T E S T R U S S B E A R I N G A T A L L G A R A G E H O U S E S H A R E D W A L L S C O N S T R U C T P O R T A L F R A M E A S S H O W N I N 2 / S 2 8 . 5 9 5 S y c a m o r e M o d e l E l e v a t i o n A M i n n e s o t a C o n s t r u c t i o n O c t o b e r 4 , 2 0 1 8 1 0 - 4 - 1 8 WINDOW SHIFT A T D E N OPTION DO E S N O T AFFECT BRAC I N G O R HEADER S S I Z E S (4-FT) (2) 2x10 (2.25-FT)(4.5-FT)(2.25-FT)(2.25-FT)(4-FT)(4-FT)(3) 2x10 TOTAL INPUT OF APPLIANCES1, THOUSANDS OF Btu/hr (kW) REQUIRED FREE AREA OF AIR-SUPPLY OPENING OR DUCT, SQUARE INCHES (sq mm) ACCEPTABLE APPROXIMATE ROUND DUCT EQUIVALENT DIAMETER2, INCH (mm) 25 (8)7 (4,500)3 (75) 50 (15)7 (4,500)3 (75) 75(23)11 (7,000)4 (100) 100 (30)14 (9,000)4 (100) 125 (37)18 (12,000)5 (125) 150 (45)22 (14,000)5 (125) 175 (53)25 (16,000)6 (150) 200 (60)29 (19,000)6 (150) 225 (68)32 (21,000)6 (150) 250 (75)36 (23,000)7 (175) 275 (83)40 (26,000)7 (175) 300 (90)43 (28,000)7 (175) 325 (98)47 (30,000)8 (200) 350 (105)50 (32,000)8 (200) 375 (113)54 (35,000)8 (200) 400 (120)58 (37,000)9 (225) 1. For total inputs falling between listed capacities, use next largest listed input. 2. If flexible duct is used, increase the duct diameter by one inch. * *Flexible duct shall be stretched with minimal sags. TABLE 304.1 COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED APPLIANCES WHEN THE COMBINED INPUT IS UP TO AND INCLUDING 400,000 Btu/hr BTU Amount for Non-direct vent appliances_____________________ 1 2 3 4 5 6 2 Conditioned space1 (in sq. ft.) Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous Total/ Continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130-65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113 1. Conditioned space includes the basement and conditioned crawl spaces. 2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2 R403.5.2 Total Ventilation rate. The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and square footage of conditioned space, including the basement and conditioned crawl spaces. For the purposes of Table R403.5.2 and Section R403.5.3, the following applies: a. Equation R403.5.2 Total ventilation rate: Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1)) b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2 Amount Total _________________________ Amount Continuous____________________ TABLE R403.5.2 NUMBER OF BEDROOMS VENTILATION REQUIREMENTS ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) clothes dryer b) 80% of largest exhaust rating (cfm): (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) c) 80% of next largest exhaust rating (cfm):not applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust Capacity (cfm): [2a+2b+2c] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration (from above) Makeup Air Quality (cfm): [3a - 3b] (if value is negative, no makeup air is needed 4. For Makeup Air Opening Sizing, refer to Table 501.4.2. A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units Choose Which Applies TYPE OF OPENING ONE OR MULTIPLE POWER VENT OR DIRECT VENT APPLIANCES OR NO COMBUSTION APPLIANCESA ONE OR MULTIPLE FAN- ASSISTED APPLIANCES AND POWER VENT OR DIRECT VENT APPLIANCESB ONE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCE OR ONE SOLID FUEL APPLIANCEC MULTIPLE APPLIANCES THAT ARE ATMOSPHERICALLY VENTED GAS OR OIL APPLIANCES OR SOLID FUEL APPLIANCESD PASSIVE MAKEUP AIR OPENING DUCT DIAMETERE,F,G OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches) Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67-100 47-69 29-42 6 Passive opening 164-232 101-143 70-99 43-61 7 Passive opening 233-317 144-195 100-135 62-83 8 Passive opening with motorized damper 318-419 196-258 136-179 84-110 9 Passive opening with motorized damper 420-539 259-332 180-230 111-142 10 Passive opening with motorized damper 540-679 333-419 231-290 143-179 11 Powered makeup airH >679 >419 >290 >179 Not applicable A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. H. Powered makeup air shall be electrically interlocked with the largest exhaust system. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combution appliace information: Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: Btu/hr (Not fan Assisted) & Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: Btu/hr ( Not fan Assisted) & Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft 3 Step 3: Determine air Changes per Hour (ACH) 1 Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft 3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft 3 Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft 3 Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft 3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio = Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = - = Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in 2 / Btu/hr per in2 = in 2 Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in 2 Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in 1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304. CAOA = IFGC Appendix E, Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft 3) Input Rating Standard Method Fan Assisted Non-Fan-Assisted (Btu/hr) (ft 3) 1994 1 to Present Pre 1994 2 1994 1 to Present Pre 1994 2 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,875 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,857 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Passive (No Fan) Active (With fan and monitoring device ) Location (or future location) of Fan: Other Please Describe Here Not applicable, all ducts located in conditioned space Not required per mech. code Passive Powered Interlocked with exhaust device. Describe: Input in BTUS: Capacity in Gallons: Other, describe: AFUE or HSPF% Cfm's " round duct OR " metal duct Not required per mech. code Passive Low: Other, describe: Low: Location of fan(s), describe: Cfm's " round duct OR " metal duct Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. New Construction Energy Code Compliance Certificate Name of Residential Contractor MN License Number City Mailing Address of the Dwelling or Dwelling Unit Ri g i d , E x t r u d e d P o l y s t y r e n e Heat Recover Ventilator (HRV) Capacity in cfms: Energy Recover Ventilator (ERV) Capacity in cfms: Combustion Air Select a Type Location of duct or system: Rim Joist (2nd Floor+) Building envelope air tightness: Below Entire Slab Fuel Type Solar Heat Gain Coefficient (SHGC): Windows & Doors Ceiling, vaulted Bay Windows or cantilevered areas Floors over unconditioned area THERMAL ENVELOPE Fo a m O p e n C e l l Wall Ri g i d , I s o c y n u r a t e Perimeter of Slab on Grade RADON CONTROL SYSTEM To t a l R - V a l u e o f a l l T y p e s o f In s u l a t i o n Type: Check All That Apply Mi n e r a l F i b e r b o a r d Insulation Location Fo a m , C l o s e d C e l l Describe other insulated areas Ceiling, flat 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 Fi b e r g l a s s , B a t t s Foundation Wall Output in Tons: Appliances Cooling System Location of duct or system: Heating or Cooling Ducts Outside Conditioned Spaces Make-up Air Select a Type Domestic Water Heater Model Heating System Rim Joist (1st Floor) Average U-Factor (excludes skylights and one door ) U: Duct system air tightness: Rating or Size Efficiency Heating Gain Cooling Load Select Type Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace): Residential Load Calculation SEER /EER Capacity continuous ventilation rate in cfms: Heating Loss Manufacturer Total ventilation (intermittent + continuous) rate in cfms: Balanced Ventilation capacity in cfms: High: High: MECHANICAL VENTILATION SYSTEM Date Cert. Posted R-value MECHANICAL SYSTEMS Builders Associaton of Minnesota version 101014 NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION This form must be completed and submitted with all new residential permit applications. New residential building permits WILL NOT be issued without this completed form. Project Site Address: _____________________________________________________________________ Company Name: _________________________________________________________________________ Primary Contact: _________________________________________________________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Description of Land Disturbing Activity: _____________________________________________________ NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___ If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an erosion and sediment control plan MUST be submitted with the residential building permit application. “The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater Permit.” (NPDES Construction Stormwater Permit, MPCA) “The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.” (NPDES Construction Stormwater Permit, MPCA) Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control inspections and corrective actions: Name of Person: ________________________________Company: _______________________________ Phone # (24 hr Contact): ______________________ Email: ______________________________________ Entity that Provided Training: ________________________ Certification Expiration Date: ____________ NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots. No land disturbing activity may begin until a residential building permit has been issued. I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or erosion and sediment control plan. Signature: ________________________________________________ Date:_________________________ Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500 11/13/18 X KP