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HomeMy WebLinkAboutLA175896 - 17954 Euclid Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: Se 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 co 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 . Concept Approval ONLY Subject to Field Inspection Inspector Date2015MN Bldg Code 11/27/2019 dmathews 5 5 66 5 5 5 5 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. Sm o k e Co n n e c t i o n s 5 5 5 5 6 PF H PF H PF H 55 -M i n . 1 5 " c l e a r a n c e t o a n y obstruction from center of W.C., 24" in front(typ). R- 4 o n p i p e i n a t t i c S 1 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 3 1 6 ' - 2 " ± NOT TO EXCEED 12'-0" P R O V I D E 2 x 6 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 L E N G T H O F C O N T I N U O U S H E A D E R 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 1 ' - 5 " ± 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 4 / S 1 F O R A L T E R N A T I V E O P T I O N ) 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 1 6 " P L A T E W A S H E R 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 E A C H E N D O F 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 . 8 ' - 2 " A T S I M . 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 6 B E A R I N G S T U D & ( 1 ) 2 x 6 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 6 B E A R I N G S T U D S M I N . ( V E R I F Y w / S U P P L I E R ) F O U N D A T I O N W A L L B E L O W 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 . C O N T I N U O U S L S L / L V L H E A D E R T O S U 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 ) 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 ) ( 2 ) 2 x 6 B E A R I N G S T U D S M I N . ( V E R I F Y w / S U P P L I E R ) ( 2 ) 2 x 6 F U L L H E I G H T K I N G S T U D S M I N . A T E N D O F H E A D E R COPYRIGHT HANSON GROUP, LLC 2018© D e s c r i p t i o n D a t e R e v i s i o n O c t o b e r 2 4 , 2 0 1 8 P r o j e c t N u m b e r : D a t e : 8 . 6 6 5 S 1 1 S h e e t s : o f 1 - G [  . C P F  * Q O G U 1 7 0 2 1 F i s h P o i n t R d S E P r i o r L a k e , M N 5 5 3 7 2 2 N C P       M i n n e s o t a C o n s t r u c t i o n 3 4 0 7 K i l m e r L a n e N S u i t e 4 P l y m o u t h , M N 5 5 4 4 1 6 G N 6 1 2 - 7 0 8 - 3 5 7 2 Y Y Y  J C P U Q P I T Q W R O P  E Q O SCOPEDESIGN AND DETAIL OF THE MAIN WINDFORCE RESISTING SYSTEM FOR A SINGLE-FAMILY RESIDENCE.CONSTRUCTION IS TO BE IN ACCORDANCE WITH THIS DOCUMENT, STANDARD INDUSTRY PRACTICE, AND THE CODE.NOTES1.THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO CONSTRUCTION DOCUMENTS FOR MOREINFORMATION.2.ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O., WHICHMEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.A.2x6 STUDS SPACED @ 16" O.C.B.EXTERIOR SHEATHING: 716" MIN. STRUCTURAL PANEL SHEATHING w/ 8d NAILS @ 6" O.C AT PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.3.ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, 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. ORTYPE S/W WALLBOARD SCREWS @ 16" O.C. MAX. (58" MINIMUM STUD PENETRATION)4.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 PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS.5.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 EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS OR 134" 16 GAUGE STAPLES @ 3" / 6" SPACING.6.ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (8) 16d NAILS INLAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (2) 10d FACE NAILS.7.CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE R602.3(1).8.THE FRONT ENTRY COVERED PORCH IS AN OPEN NON-ESSENTIAL STRUCTURE AND IS NOT CONSIDERED PART OFTHE MAIN WINDFORCE RESISTING SYSTEM FOR THE HOME. PROVIDE UPLIFT CONNECTIONS PER CODE.MATERIALSWALL 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 BETTERLSL:134" WIDTH - 1.55E OR BETTERLVL:134" WIDTH - 1.9E OR BETTER LOADSROOF SNOW LOAD: 35-42 PSFROOF DEAD LOAD: 15 PSFFLOOR LIVE LOAD: 40 PSFFLOOR DEAD LOAD: 15 PSFWIND LOAD:90 MPH EXP. BCODE2015 MINNESOTA RESIDENTIAL CODE 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 . 2x4 BLOCKING BETWEENTRUSSES NAILED TO TOPPLATES w/ (3) 8d NAILS EACHNAIL EACH JOIST TOTOP PLATE w/ (3) 8dTOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"INTERIOR BEARING WALLINTERIOR NON-BEARING WALL PROVIDE FULL DEPTHBLOCKING BETWEENJOISTS NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.PROVIDE JOISTDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.THIS SHEET/S REPRESENTS A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRERESIDENTIAL STRUCTURE. THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WINDRESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON GROUP'S DESIGN IS SHOWN ON THE STRUCTURALDRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TOROOF TRUSSES ABOVE, TO JOISTS/TRUSSES/BLOCKING ABOVE, AND TOJOISTS/TRUSSES/BLOCKING BELOW. THESE PANELS ARE NOT NECESSARILYREQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.NAIL EACH TRUSS TO TOPPLATE w/ (3) 8d TOENAILS NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE FULL DEPTHBLOCKING BETWEENTRUSSES NAILED TOTOP PLATES w/ (3) 8dNAILS EACH NAIL BOTTOM PLATETO BLOCKING w/ (3)16d NAILS EVERY 16"PROVIDE TRUSSDIRECTLY IN LINEw/ BRACED WALLPANEL FASTENEDTO PLATES w/ 8dTOENAILS @ 6" O.C.ROOFTRUSSESBRACEDWALL PANEL FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)SIMPSONA35FRAMINGANGLEEACH END (4) 0.131"Øx 3" NAILSPROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLE BRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONA35FRAMINGANGLEEACH ENDFLOORJOISTS PROVIDE 12" WIDTH WEBSTIFFENER FOR ATTACHMENTOF FRAMING ANGLEBRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONA35FRAMINGANGLEEACH END FLOORJOISTSBRACEDWALL PANEL(4) 0.131"Øx 3" NAILS SIMPSONLTP4FRAMINGPLATEEACH ENDFLOORTRUSSES FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)FLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACEDWALL PANEL (4) 0.131"Øx 3" NAILSSIMPSONLTP4FRAMINGPLATEEACH END FLOORTRUSSESFLAT 2x6 @ 24" O.C.(MIN. (3) PER BRACEDWALL PANEL)BRACED WALL CONNECTIONBRACED WALL CONNECTIONBRACED WALL CONNECTION (ROOF TRUSSES)(FLOOR JOISTS)(FLOOR TRUSSES)DETAILS SHOWN ABOVE AREALTERNATIVE CONNECTIONS TO BEUSED WHEN BRACED WALL PANELDOES NOT ALIGN WITH FRAMING.EXTERIOR NON-BEARING WALL ROOF TRUSSFASTENED TOPLATES w/ 8dTOENAILS @6" O.C.NAIL RIM TOPPLATES w/ 8dTOENAILS @6" O.C.NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL LADDERTRUSS TO TOPPLATES w/ 8dNAILS @ 6" O.C.NAIL BOTTOMPLATE TOLADDER TRUSSw/ (3) 16d NAILSEVERY 16"ROOF TRUSSESFASTENED TO PLATESw/ (3) 8d TOENAILS &SIMPSON H2.5 CLIP2x4 BLOCKINGBETWEENTRUSSES NAILEDTO TOP PLATES w/(3) 8d NAILS EACHNAIL EACH JOISTTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIM/JOIST/BLOCKINGw/ (3) 16d NAILSEVERY 16"NAIL EACH TRUSSTO TOP PLATES w/(3) 8d TOENAILS NAIL BOTTOMPLATE TO RIBBONBRACE / TRUSS 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(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)#12 x 312" WOODSCREWS @ 16" O.C.INSTALLED INADDITION TO NAILS(MAIN/UPPERLEVEL ROOFTRUSS BEARINGWALLS ONLY)EXTERIOR BEARING WALL REPRESENTSFIGURER602.10.8.2(3)w/ JOISTSw/ TRUSSES w/ JOISTSw/ TRUSSESw/ JOISTSw/ TRUSSES w/ JOISTSw/ TRUSSES INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIORFACE IN ACCORDANCE w/ NOTE 2. PROVIDE INCREASED FASTENINGREQUIREMENTS AS SHOWN BELOW.INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BECONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.(MIN. LENGTH)(MIN. LENGTH)INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTHFACES WITH EITHER FASTENER OPTION LISTED IN NOTE 3, SPACED AT 4"O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWNBELOW. 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 : R y a n M a c k 1 0 - 2 4 - 1 8 4 6 6 7 3 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 . L O W E R L E V E L H O U S E 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 M A I N L E V E L H O U S E 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 ) 2 S 1 R E F E R E N C E P L A N 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 4 S 1 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 F A S T E N E D T O D O U B L E S T U D S 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 S I M P S O N H T T 5 H O L D O W N F A S T E N E D T O D O U B L E S T U D S w / 2 4 " L O N G 1 2 " Ø T H R E A D E D R O D w / N U T & W A S H E R A T H O L D O W N w / D O U B L E N U T S & W A S H E R G R O U T E D I N T O M A S O N R Y G R O U T # 4 V E R T I C A L B A R P E R E A C H T H R E A D E D R O D & G R O U T S O L I D F U L L H E I G H T ( P R O V I D E 6 " H O O K L E G E M B E D D E D I N T O C O N C R E T E F O O T I N G ) C O N C R E T E F O U N D A T I O N M A S O N R Y F O U N D A T I O N 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 3 / S 1 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 3 / S 1 S I M . M I R R O R E D (5-FT)(5-FT) (4-FT)(5-FT) ( 3 . 5 - F T ) ( 3 . 5 - F T ) (6-FT) ( 5 - F T ) ( 5 - F T ) ( 5 - F T ) O N E - S I D E D (4-FT)(4-FT)(4-FT) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) BRACED WALL LINE BRACED WALL LINE BRACED WALL LINE 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 BRACED WALL LINE ( 3 . 5 - F T ) ( 3 . 5 - F T ) (6-FT)(6-FT) (5-FT)(5-FT)(5-FT) ( 5 - F T ) ( 5 - F T ) ( 5 - F T ) ( 4 - F T ) ( 4 - F T ) ( 4 - F T ) B R A C E D W A L L L I N E B R A C E D W A L L L I N E B R A C E D W A L L L I N E BRACED WALL LINE BRACED WALL LINE P R O V I D E T O P & B O T T O M O F W A L L C O N N E C T I O N 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 A L O N G I N D I C A T E D P O R T I O N O F W A L L 1 1 / 1 9 / 1 9 X K P