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HomeMy WebLinkAboutLA19-000095 2927 Casco Pt Rd VAR Ex B Survey and PlansDESCRIPTION OF PROPERTY SURVEYED Lots Ninety-five (95) and One Hundred Six (106), and including that part of Lake Shore Avenue vacated lying across said Lot Ninety-five (95), Spring Park, according to the map or plat thereof on file and of record in the office of the County Recorded in and for said County of Hennepin and State of Minnesota. STANDARD NOTES 1) Site Address: 2927 Casco Point Road, Orono, Minnesota 55391 2) A title opinion was not furnished to the surveyor as part of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by the 1-percent-annual-chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown at 931.5 feet) per Flood Insurance Rate Map, Community Panel No. 27053CO311F, effective date of November 4th, 2016. 4) Parcel Area Information: Gross Area: 25,152 s.f. f - 0.577 acres f as measured to the Ordinary High Water Level 5) Benchmark: Elevations are based on MN/DOT Geodetic Station Name: KEEFE which has an elevation of 942.813 feet (NGVD29). 6) Zoning Information: The current Zoning for the subject property is LR-1C (One Family Lakeshore Residential) per the City of Orono's zoning map dated November 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Street(s): 30 feet (Casco Point Road) Side: 7.5 feet Rear: 30 feet Lake: 75 feet (From Ordinary High Water Line) Height: 30 feet Hardcover: 25 percent of lot area Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have not received the current zoning classification and building setback requirements from the insurer. 7) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. ��r H \xveese j+ �all�-. ��C �I 1�SIIONf+jINJ kOk 3J \ V I C Bny�rj� nab/ N <<'� / I N sfT J T a, 3 a �v Y S M \ /o,` 4 M A Point Locke � Point / �olnt a`i L �\ P \ ! aze .�^inne!o nka / 928. \ — - �� , ��.. �,7Z r \ \ 0 0, 928.2 V °�\S° , �\ \ �'�� �y 62s� C�l CP x O 928. e• c�bK \ \ x x OXi928.1, o� I I I 928.3 I °� G 928. p ob 928.0 / 6/ �O o \ 0 o / FIELD CREW NO. BY DATE REVISION \ USE (INCLUDING COPYING, DISTRIBUTION, AND I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed TWP:117-RGE.23-SEC.20 CL DR 1 EMW 8/14/2019 REVISED SIDE SETBACKS CONVEYANCE OF INFORMATION) OF THIS PRODUCTCT Land Surveyor under the laws of the State of Minnesota. �Rs so IS y Rl� Hennepin P County DRAWN STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EMW EXPRESS IZA TON CONSTITITTEN AUTHORIZATIONI . USEIMATEOUSE ANID D Dated this 14t day of Au st, 2019. cum kt� N SAT H R E - S E R G Q U I S T, INC. AUTHOUCHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 O RO N O, ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES tic co DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY �� C 4� WWW.SATHRE.COM M I N N E SOTA DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 7-19-19 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com c�FRS PLP� ti0111 x\ Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE 1N FEET SURVEY LEGEND Q CAST IRON MONUMENT © PIEZOMETER WOE WALKOUT ELEVATION O IRON PIPE MONUMENT SET c-O-) POWER POLE FFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION )1( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE REBAR MONUMENT FOUND ® SANITARY CLEANOUT '; ;'> BITUMINOUS PK NAIL MONUMENT SET STORM MANHOLE BUILDING SETBACK LINE PK NAIL MONUMENT FOUND ® STORM DRAIN cTv CABLE TV 0 PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB A SURVEY CONTROL POINT 4 FLARED END SECTION — 9so _ CONTOUR EXISTING ❑A A/C UNIT TREE CONIFEROUS -`9so CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS -0-0-0-0-0— GUARD RAIL E❑ ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE OE ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND OE ELECTRIC METER O TELEPHONE MANHOLE —X—X— FENCE m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND 0 YARD LIGHT Q) UTILITY MANHOLE GAS— GAS UNDERGROUND LIGHT POLE ❑u UTILITY PEDESTAL oHu OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE bl FIRE DEPT. HOOK UP ® WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE ® WATER METER >> STORM SEWER FP FUEL PUMP -0= WATER SPIGOT TEL TELEPHONE UNDERGROUND Ell FUEL TANK WELL RETAINING WALL Pr PROPANE TANK rnw MONITORING WELL uTL UTILITY UNDERGROUND © GAS METER m CURB STOP WATERMAIN X GAS VALVE M GATE VALVE C=� TRAFFIC SIGNAL © GAS MANHOLE "Cf HYDRANT I I I I I 1 14 RAILROAD TRACKS cE GENERATOR F,Rv IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Piv POST INDICATOR VALVE C— RAILROAD SWITCH 0 HAND HOLE SIGN 0 SATELLITE DISH 0 MAIL BOXFS51 SOIL BORING ® WETLAND BUFFER SIGN CERTIFICATE OF SURVEY PREPARED FOR: GORDON JAMES CONSTRUCTION FILE NO. 31380-025 1 � 1 CS\ X g \ rrr . S S� \ SQL .. S\ ,Q �o x 5 1\q C� \ \ oL ) ° o` s2 T cn 14 \�G G o'° \ s° Ix 0 9�.11 h\ ✓n 9So O ..... .. .... .... \Q L_L/ V.. 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P, rn o, x L / I I x° r' o � F���ti 9S \ -� IG� fS O °O`LL cW 0'D x /�4T° p \\ \ Oh ' rL� ' / o�� \ r x �%/ x aJ'x Ode 9g6 51 \ �� � x /"8\ q x 0j\ x \ / I .9 \a p /x I 0: \ 0 Kx 5 / n 0�� y6 0,6 O x I • /�\ o �`\`, G x F O F o o' e). / ?`,r s , h�'/ \x f0 F \�\\ Foe' x o0 927.F� � � \\\ \ \\\ \ \\ \ {/ ° 0 �9 \ x of °� \ + /e, / x \ �� Ode \J�� x 0 / O 0 \\ \\ \\� \\\ r10 � c) / \\113 � Oo x \\ \ \\ �\ \ Eton ° 0 92 0 OQ� / �� s� /� i�y / \ x°� � ��� � DESCRIPTION OF PROPERTY SURVEYED Lots Ninety-five (95) and One Hundred Six (106), and including that part of Lake Shore Avenue vacated lying across said Lot Ninety-five (95), Spring Park, according to the map or plat thereof on file and of record in the office of the County Recorded in and for said County of Hennepin and State of Minnesota. STANDARD NOTES 1) Site Address: 2927 Casco Point Road, Orono, Minnesota 55391 2 A title opinion was not furnished to the surveyor as art of this survey. Only easements per the recorded plat are shown unless otherwise denoted hereon. p Y p Y Y P 3) Flood Zone Information: X (area determined to be outside of the 0.2% annual chance floodplain) and Zone AE (Areas subject to inundation by the 1-percent-annual-chance flood event determined by detailed methods. Base Flood Elevations (BFEs) are shown at 931.5 feet) per Flood Insurance Rate Map, Community Panel No. 27053CO311F, effective date of November 4th, 2016. 4) Parcel Area Information: Gross Area: 25,152 s.f. f - 0.577 acres f as measured to the Ordinary High Water Level 5 Benchmark: Elevations are based on MN/DOT Geodetic Station Name: KEEFE which has an elevation of 942.813 feet GVD29 . 6) Zoning Information: The current Zoning for the subject property is LR-1C (One Family Lakeshore Residential) per the City of Orono's zoning map dated November 2018. The setback, height, and floor space area restrictions for said zoning designation are as follows: Principal Structure Setbacks - Streets : 30 feet Casco Point Road Side: 7.5 feet Rear: 30 feet Lake: 75 feet (From Ordinary High Water Line) Height: 30 feet Hardcover: 25 percent of lot area Please note that the zoning information shown hereon may have been amended through a city process. We recommend that a zoning letter be obtained from the Zoning Administrator for the current restrictions for this site. All setback information and hardcover data for planning and design must be verified by all parties involved in the design and planning process. We have not received the current zoning classification and building setback requirements from the insurer. 7) Utilities: We have shown the location of utilities on the surveyed property by observed evidence only. There may be underground utilities encumbering the subject property we are unaware. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be underground utilities in the mapped area, therefore extreme caution must be exercise before any excavation takes place on or near this site. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property. Before digging, you are required by law to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 8) Grading must maintain a minimum 2% slope gradient to accommodate positive drainage. 9) All set offset irons are measured to hundredths of a foot and can be used as benchmarks for construction. 10) The proposed driveway shown is conceptual only and does not purport to show exactly how the driveway shall be built. 11) Proposed grades shown adjacent to building foundation refers to top of black dirt. 12) Verify sanitary service invert prior to any concrete work. ProDosed Elevations Proposed Garage Floor Elevation = 963.0 Proposed Top of Foundation Elevation = 963.3 Proposed First Floor Elevation = 964.1 Proposed Basement Floor Elevation = 953.6 Proposed Excavation 609 cubic yards of material will be hauled off site. m - � 00 ioae a us�U. I C'1 -Y o� � 1; � a y� N N T Y I 4 Casco \ \�\ M A la Stl ct'.+\� Locka � Point / �olnt � a`i L P E \ / 928. \\ — \ 0�D ' /W V' he g '\ /Nw r ,' x 01 / \ \\ �\\\\ \ \ e CO O�\g O� O 928.9\ \ bK \\\ \Sz \\\\\ o,�\' I x 0 / O 7 L O 928. o\ 10 ` \ 1 °� i3OJ�� 928. o, ` �F�O� P �� 0) G 928.0 OJ\ �P �\ 0 cP / \ / c�D LD / / o� / o / / / / o \ FIELD CREW NO. BY DATE REVISION \ USE (INCLUDING COPYING, DISTRIBUTION, AND I hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly Licensed TWP:117-RGE.23-SEC.20 CL DR 1 EMW 8/14/2019 REVISED SIDE SETBACKS CONVEYANCE OF INFORMATION) OF THIS PRODUCTCT Land Surveyor under the laws of the State of Minnesota. �Rs so IS Y Rl� Hennepin P County DRAWN 2 EMW 11/1/2019 PROPOSED CONDITIONS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID Dated this 14t day of Au st, 2019.SAT H R E - S E R G Q U I S T INC. EMW 3 EMW 11/7/2019 CITY COMMENTS AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND UJ N,O RO N O CHECKED SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF * 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 , ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES tic co DBP THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY C 4� WWW.SATHRE.COM M I N N E SOTA DATE LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES David B. Pemberton, PLS Minnesota License No. 40344 7-19-19 RESULTING FROM ILLEGITIMATE USE. pemberton@sathre.com c�FRS PLP� tip R d� Bearings are based on the Hennepin County Coordinate System (NAD 83 - 1986 adj.) 20 10 0 10 20 40 SCALE 1N FEET SURVEY LEGEND Q CAST IRON MONUMENT 0 PIEZOMETER WOE WALKOUT ELEVATION O IRON PIPE MONUMENT SET c-O-) POWER POLE FFE FIRST FLOOR ELEVATION • IRON PIPE MONUMENT FOUND < GUY WIRE GFE GARAGE FLOOR ELEVATION )1( DRILL HOLE FOUND RD ROOF DRAIN TOF TOP OF FOUNDATION ELEV. X CHISELED "X" MONUMENT SET Ls LIFT STATION LOE LOWEST OPENING ELEV. X CHISELED "X" MONUMENT FOUND QS SANITARY MANHOLE CONCRETE REBAR MONUMENT FOUND ® SANITARY CLEANOUT '; ;'> '` BITUMINOUS PK NAIL MONUMENT SET STORM MANHOLE BUILDING SETBACK LINE PK NAIL MONUMENT FOUND ® STORM DRAIN cTv CABLE TV ® PK NAIL W/ ALUMINUM DISC ® CATCH BASIN CONCRETE CURB SURVEY CONTROL POINT 4 FLARED END SECTION — 9so _ CONTOUR EXISTING 0 A/C UNIT TREE CONIFEROUS 9so CONTOUR PROPOSED © CABLE TV PEDESTAL TREE DECIDUOUS -0-0-0-0-0— GUARD RAIL E❑ ELECTRIC TRANSFORMER TREE CONIFEROUS REMOVED DT DRAIN TILE 0 ELECTRIC MANHOLE TREE DECIDUOUS REMOVED ELc ELECTRIC UNDERGROUND O ELECTRIC METER O TELEPHONE MANHOLE —X—X— FENCE m ELECTRIC OUTLET ❑T TELEPHONE PEDESTAL Fo FIBER OPTIC UNDERGROUND 0 YARD LIGHT Q) UTILITY MANHOLE GAS— GAS UNDERGROUND LIGHT POLE ❑u UTILITY PEDESTAL OHu OVERHEAD UTILITY FIBER OPTIC MANHOLE ❑v UTILITY VAULT TREE LINE bl FIRE DEPT. HOOK UP ® WATERMAIN MANHOLE > SANITARY SEWER FLAG POLE ® WATER METER >> STORM SEWER LLPI FUEL PUMP -0= WATER SPIGOT TEL TELEPHONE UNDERGROUND Ell FUEL TANK WELL RETAINING WALL PT PROPANE TANK rnw MONITORING WELL uTL UTILITY UNDERGROUND 0 GAS METER m CURB STOP WATERMAIN X GAS VALVE M GATE VALVE TRAFFIC SIGNAL © GAS MANHOLE "Cf HYDRANT I I I I I 1 14 RAILROAD TRACKS cE GENERATOR F,Rv IRRIGATION VALVE $ RAILROAD SIGNAL ® GUARD POST Plv POST INDICATOR VALVE C— RAILROAD SWITCH ❑H HAND HOLE SIGN 0 SATELLITE DISH 0 MAIL BOXFS51 SOIL BORING ® WETLAND BUFFER SIGN CERTIFICATE OF SURVEY PREPARED FOR: GORDON JAMES CONSTRUCTION FILE NO. 31380-025 1 � 1 -I_I-1I-I1-I_I-I LAKE ELEVATION II III III I h 1 III II I II 1111 III I SCALE 11 I I II 11 I I I I III IIIII IIII III LAKE ELEVATION SCALE: 1/8" = I'-011 12 ----- ----- 12 r� R 16HT ELEVATION 5GALE e 1 /8" = I'-011 HIGHEST RIDGE -----------------------------------------------------------12 I I I I I I I I I I I i I I 12 16 �16 I I TOP OF H1GHE5T WINDOW @ i — — REARYLdJyLdLy I L. — — — — — — — — — -- — — — — — — — — — — — — — J — — — — — — —7 x rn _ O / � M FIRST FLOOR GEIL. 21- 011 21-011 L _ a+ I oQ��oQ��oQ��oQ I� ��e�a�ac�a0ac�a0 O�- oC_��_ � oC_�a_ J � - O�� - CD - FIRST FLOOR -Y77 co ooo BASEMENT GEIL. EXIST. AVERAGE GRADE ------------------ FRONT ELEVATION 5GALE; 1/4" = I'-011 15T FLOOR 2,293 50. FT. EASEMENT 2,166 50. FT. _ TOTAL 4,459 50. FT. co BASEMENT FLOOR fr--mil fir --mil fir --mil II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II LL -- JJ LL 12 19 Im m 2 It � U In Z cD O (n00 Z W , � p0 W00 LL f� LLJ p Z @ n <0 ZI ILL r acoz.. - x 0 FnLL00 J. - Q LU I � W N od W z O U � a(n zO � � O Z W (n oo O W 00 WN Z�p�, L.L j O m L z � w � w lL O z w C) z n r- v z �Qd w C) O d >- � n O o �zv N Z Q O =)O� w �A �O W u" Ed-, F0 Q oz w az � o� �o � �o Q� DATE: ID-15-19 REVISIONS: DRAWN BY: JJ COMM. NO. 219237 SHEET NO. I � II '2 I I 2 $ II CO ' II I I LINEN BEDROOM 14 CABT ------------------------------------------ r 16'-2" i UNEXGAVATED I _ I I I o zoo � I w Q Df Q _ o wow I N ~ I I I I ; I --------------------------------------------------------------- - UNEXGAVATED GARAGE FOUNPAT ION PLAN SCALE: 1 /4"4-0" N N 11 60" G.T. 24 a I I I I I I I I I I I I STAIRS ? I I I I I I I I I I ----------J LOWER PATIO I I • � � � , I I I � � I I � � � � � I I BEDROOM 12 I I I � I 30'-11" 2$ 16'-3" -- ------- I � `----- ; I 128 0 Z 24 I I I I I I I I 0 Q 1 W,LC. I REG ROOM i 2a I GLASS- '24 5TORA6E o►� a o_ III 71 I 36" 2x8 J5T5� -1 24 16" O.0 II I I � W. I.C. � I I I I -1 0 24 I WET BAR i i U.G. REF = I r � MEGH SINK 7777 I I - - I '2 BEDROOM 13 ll 2$ 2$ CO 1 1 II � II II COUNTER 2g 71-8"61 161-611 LAUNDRY 41-7" 10' I ° - - - - - - - ', - - --- I' I W. I.G. 24 SINK zp� o V FL I I I 1 1 1 1 1 Q cy 2(2 o W= ON m I I I I I I I I I SEALED I — SUMP 2$ II 1128 II CO O L INEN BEDROOM 14 GABT I I -T-] 16' 2" UNEXGAVATED UNEXGAVATED 5EE ENGINEERING PA6E5 51-5X FOUNPAT ION PLAN SCALE: 1 /4"d-0" EXTERIOR DIMENSION ARE FROM EXTERIOR OF FOUNDATION WALLS AT FULL BASEMENT AREAS AND AS NOTED AT FRAMED WALLS AT LOOKOUT AND WALKOUT AREAS BASEMENT FINI5HED 2,166 50. FT. BASEMENT UNFINISHED XXXX 50. FT. WINDOW & DOOR NOTES • •• MARVIN INTEGRITY WINDOW5 GORE MIN. U VALUE = 0.32 MIN. STHG = 0.35 • ALL WINDOWS SET AT 8'-0" UNLE55 NOTED OTHERWISE • BUILDER TO PROVIDE WINDOW ORDER L 15T WITH U FACTOR, 5GHC, & 5TC RATING FOR EACH WINDOW & EXTERIOR DOOR • BUILDER TO VERIFY ALL WINDOW, DOOR & OPENING HDR. HT5. • WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH AN APPROVED LADDER GUARDRAIL NOTE5 • GUARDRAIL REQUIRED ON OPEN SIDE OF ANY STAIR MORE THAN 30" ABOVE FLOOR • ALL OPENINC75 LE55 THAN 4" AT ALL GUARDRAIL5 FLOOR SYSTEM NOTES • ALL FLOORS TO BE L/480 • FLOOR TRUSS MANUFACTURER TO VERIFY FRAM ING BELOW GRANITE TOPS, TU135 & TILE AREAS ABOVE • FLOOR TRU55 MANUFACTURER TO PROVIDE HEAT SUPPLY & RETURN CHASE IN TRUSSES • BUILDER TO PROVIDE CITY WITH TRU55 LAYOUT PLANS FOUNDATION WALL & FOUNDATION INSULATION NOTES • 91-01' POURED FOUNDATION WALLS W/ SINGLE PLATE • BASEMENT FLOOR RAI5E1? TO TOP OF WALKOUT STEM WALL • A55UMED SOIL BEARING CAPACITY 2,000 L135 • MAINTAIN 42" MIN. GRADE ABOVE FOOTING • BOTTOM OF DECK & PORCH FOOTINGS TO BE 42" BELOW GRADE • MASONRY CONTRACTOR TO VERIFY WALL & FOOTING REQUIREMENTS WITH 51TE CONDITIONS • MA50NRY CONTRACTOR TO VERIFY ALL WALL AND FOOTING REQUIREMENTS AT ALL UNBALANCED BACKFILL LOCATIONS FX SEE FOUNDATION WALL DETAIL ON PAGE DI IN X INDICATES D15TANCE FOUNDATION 15 HELD IN FROM 5HEATHIN6 ABOVE • FOUNDATION WALLS HELD IN FROM SHEATHING ABOVE AS INDICATED BY FOUNDATION WALL DETAIL • SILL PLATE OVERHANGS FOUNDATION I I" MAXIMUM SEE FOUNDATION WALL DETAILS (WHEN TRTD 2X8 PLATE 15 USED) • SEE FOUNDATION WALL DETAILS FOR FOUNDATION WALL INSULATION (R-10 EXTERIOR/ R-5 INTERIOR) SHEETROCK & INSULATION NOTE5 • GYP. BD. REQUIRED AT ENTIRE CEILING (EXCEPT 80 50.FT. MAXIMUM AT MECHANICAL) • P GYP. BD. AT WALLS & GE IL ING BELOW STAIRS • ALL SPRAY FOAM INSULATION MUST BE COVERED BY MIN. " GYP. BD. AT HABITABLE AREAS FRAM IN6 NOTE5 • W-9 1/2" PLATE HEIGHT UNLESS NOTED OTHERWISE • 2X6 TIMBERSTRAND STUD5 @ POCKET DOOR WALLS UNLE55 NOTED OTHERWISE • DOUBLE STUDS AT ALL WINDOW &PATIO DOOR HEADERS UNLE55 NOTED OTHERWISE • PROVIDE LVL/L5L 5OL ID BLOCKING AT ALL POINT LOAD5, SUPPORT BEAMS, MICROLAM5, & GIRDER TRUSSES TO FOUNDATION • PROVIDE FIRE BLOCKING VERTICALLY @ GEILIN65 & FLOORS & HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (CONGEALED SPACES @ SOFFITS, DROPPED CEILINGS, BETWEEN STAIR STRINGERS & BETWEEN STORIES) • PROVIDE DRAFT 5TOPPIN6 BETWEEN STORIES DIVIDED INTO APPROXIMATELY EQUAL SPACES NOT EXCEEDING 1,000 SQ.FT. 5MOKE AND CARBON MONOXIDE ALARMS • PROVIDE SMOKE ALARM IN EVERY BEDROOM & THE CORRIDOR GIVING ACCE55 TO THE BEDROOM ON EACH FLOOR INCLUDING THE BASEMENT, & IN ANY ROOM THAT HAS A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING AGGE55 TO THE BEDROOMS. • PROVIDE CARBON MONOXIDE ALARM WITHIN 10'-0" OF ALL BEDROOMS m > O L, z L, (Do 7� z w 0 �Go LLr- w o Z @ M rrz< o Q0 V m z .. X .. o 0 J L� �- a ww:� Q�w Est w W z O 0� 0� z0 � cD o wN00 ZLoo o �03 Lr Z �ZQm�r --lo c O m o Q a m waao_ 7-00 w L)A �O W u" Ed-, F0 Q oz w az � o�21 �o � �o Q� DATE: 10-15-19 REVISIONS: DRAWN BY: JJ COMM. NO. 219237 SHEET NO. 2 0 N i IIII tr -REAR ___--_____ _ z =N ENTRY 2� � I W.I.C. I I 2$ ---J ______-" 20MIN. PR. II II � 54"' G.T. II 1 /2" GYP. II AT WALL5 & 5/8" TYPE "X" GYP. II @ CEILING COMMON TO LIVING AREA. GARAGE 4" GONG. FLOOR W/ FI13ERME5H 7 — — — — — �— — - 161-0" 31-0" o 0 0 W d d a a I 0 w I o I I i RA15ED o a I CEILING ti � m aL----- mi 50'-6" L JI 41-6" 15'-0" 4'-6" 24'-0" GARAGE FLOOR PLAN SCALE: 1/04-011 PORCH d' 0 rn IIII II II IIII IIII I I--IIII IIII ji iiji I I I I I iiii MASTER I Ili iliili I I a l 91xl I= iliili BEDROOM W I A ARERUG I N LAKE ROOM IIII I I I I1 W p II I II N IIII I IIII I I � kL_ _____1� I IIII IIII II II i ii 19 9 hill I--ce-- hill I �, 12i-0 I hill hill 15'-9° I I IIII I I _ �� ��- _ 1111 10'-1 GLG. ii iiii I I I DINING I -� 9'-1" GLG. II II IIII I IIII I I= --------- --�, III 2x6 ji iiji I I I III Q II I IIII I hill I I _ M I t III III Oo LIII — ---- _— — — — 1 — c 2 ll ll 9i-I " GLG. I 16'-2" GLG. L----J 1 SOFFIT @ 8'-6' I 10'-1" GLG. x 24 — — — — — — — — — — — — — — J------------------------ - PP -- I I — — — — — — — — — — — — — - 9'-1°GL6. IIII W > II Iza-aQ IIII hill I I 3 Q III 111 -� IIII ENERGY HEEL II 81-0" hill31_6�� TRUSSES I I III 11 244" O,C j_j III 42" 6R ILL cn 0 �---J IIII °W KITCHEN IIII _ IIII `Q 48" RANGE IIII `^ 7kill WOOD hillI0 0WW/ 0x�G.O. 2x6 j a 11 11 13 -7 6 -3 - 7 PANTRY I 2x r zd 7 > (IIII IIII 71 -- c6 SOFFIT @ 84" - - - - - - - - - - - - II/ 9'-1" GLG. 10'-1" GLG. STEPPEP E RRGY USSES EL I 24" O.G I J I 7'-10" FOYER I I I I I II I I I I GO j j I 3Q8Q J F- � IIII i i 24 56" C.T! 1 p Q II 3 f IIII I REAR z N ENTRY 2� - PORCH J I W.I.G. I -------- I I 2$ J ?AMilo .'hp . 1 II ii 54" G.T. II 1I F- — — — — — - 5'-0" 161-0" 1 31-0" o 0 0 w 0 d d o a i a 1 /2" GYP. 1312. AT WALLS & 5/8" TYPE "X" GYP. 1312. @ CEILING COMMON TO LIVING AREA. GARAGE 4" GONG. FLOOR o W/ FIBERME5H w I I Q 50'-6" ci 26'-6" PAT 10 16'-0" 4'-0" 47'-6" 11'-6" 4'-0" 12'-0" III III 1 li IIII IIII II 1 I 13'-1" GLG. I hill hill 113'-1" GLG. I II F-I F - - -IIII I I I i/- Il �. IIII BEAMS CENTERED IIII II I II IIII ON TABLE NOT IIII--------1�, II L------J IIII RA15EPCEILING I IIII L--- I 11 II I II I II i - II II 5EE ENGINEERING PA6E5 51-5X rn 2 It O It U Lr) Z Lr) cD O �'D Z W , �00 LL f� LLJ 0 Z @ � Zd O ILL rrRR r c m z .. _x 0 C� //)0 v0 J ILL - d Lu I t w 0 N od w z o (-)'t a(nzO v' (D O Zw �w oo �owm Zwti � jo o m L a rn w> If z w � F-- � ~ LL z U- oC) z �0 r- d z DQ W C) Od� o o �zv N Z Q O =)O� W W o �j N IR5T FLOOR PLAN SCALE: 1/4"4-0" EXTERIOR DIMEN51ON5 ARE SHEATHING TO SHEATHING ^ �O FIRST FLOOR FINI5HED 2,293 50. FT. GARAGE 925 50. FT. V 1 w ^' I^r, o Z O WINDOW & L20OR NOTES • MARVIN INTEGRITY WINDOW5 CODE MIN. U VALUE = 0.32 MIN. 5THC = 0.35 • •• ALL WINDOWS SET 8'-0" UNLE55 NOTED OTHERWISE • ALL MAIN LEVEL DOOR H6T5. 8'-0" • BUILDER TO PROVIDE WINDOW ORDER L15T WITH U FACTOR, 56HC, & 5TC RATING FOR EACH WINDOW & EXTERIOR DOOR • BUILDER TO VERIFY ALL WINDOW, DOOR & OPENING HPR. HT5. • FP = PROVIDE FALL PROTECTION @ OPERATING WINDOW5 C/O �;! O z u O N O GUARDRAIL NOTES • GUARDRAIL REQUIRED ON OPEN 5112E OF ANY STAIR MORE THAN 30" ABOVE FLOOR • ALL OPENIN65 LE55 THAN 4" AT ALL 6UARPRAIL5 FLOOR SYSTEM NOTE5 • ALL FLOORS TO BE L/480 • FLOOR TRU55 MANUFACTURER TO VERIFY FRAMING BELOW GRANITE TOPS, TUB5 & TILE AREAS ABOVE • FLOOR TRU55 MANUFACTURER TO PROVIDE HEAT SUPPLY & RETURN CHASE IN TRU55E5 • BUILDER TO PROVIDE CITY WITH TRU55 LAYOUT PLANS FRAMING NOTE5 • 91-I �" PLATE HEIGHT UNLE55 NOTED OTHERWISE • 2X6 TIMBERSTRANP 5TUD5 @ POCKET DOOR WALLS UNLE55 DATE: 1 0-15-19 REVISIONS: NOTED OTHERWISE • DOUBLE 5TUD5 AT ALL WINDOW & PATIO DOOR HEADERS UNLESS NOTED OTHERWISE • PROVIDE LVL/L5L 50L ID BLOCKING AT ALL POINT LOAD5, SUPPORT 5EAM5, MICROLAM5, AND GIRDER TRU55E5 TO FOUNDATION • PROVIDE FIREBLOCKING VERTICALLY @ CF-ILINC75 & FLOORS & HORIZONTALLY @ INTERVALS NOT EXCEEDING I01-0" (CONCEALED SPACES @ SOFFITS, DROPPED CEILINGS, BETWEEN STAIR 5TRIN6ER5 & BETWEEN STORIES • PROVIDE DRAFT 5TOPPING BETWEEN 5TORIE5 DIVIDED INTO APPROXIMATELY EQUAL SPACES NOT EXCEEDIN6 1,000 50.FT. • ALL SPRAY FOAM INSULATION MUST BE COVERED BY MIN." GYP. BD AT HABITABLE AREAS • TIM15ER5TRANO 5TUD5 @ KITCHEN WALL5 DRAWN BY: JJ SMOKE AND CAR60N MONOXIDE ALARMS • PROVIDE SMOKE ALARM IN EVERY BEDROOM & THE CORRIDOR COMM. NO. GIVING ACCF-55 TO THE BEDROOM ON EACH FLOOR INCLUDING 219237 SHEET NO. THE BASEMENT, & IN ANY ROOM THAT HAS A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING ACCE55 TO THE BEDROOM5. • PROVIDE CARBON MONOXIDE ALARM WITHIN 10'-0" OF ALL 3 BEPROOM5 5EE ENGINEERING PA6E5 51-5X It It y Lr)zL() (Do �'D Z W , � po �00 W� W p Zz @� ao rrRR r c m z .. x 0 �//'�� 0J 0 LL wW:� t W N od W z O O � a(n zO � O W N 0? Zoo O W 00 LL N Z�p�, L.L j O m L z � w w � F-- � ~w �s w o z w C) z �0 r— v z DQd w C) N>— Od� O o �zv N Q Q z-� O �O� II ° w nllll � 0 I� at 0 Z Z N w ° VALLEY JACK J a TRU55E5 24" O.G. CONT. RIDGE VENT (TYP) ROOF w TIMBERLINE ARCH. a11111 ° SHIN6LES m 15' FELT I w 7/I6" 0.5.6. 5HEATHIN6 VENT OOF I�-200� ROOF TRU55E5 @ 507. SOFFIT 24 O.G. (BY MFG) 50% ROOF O -: W ICE 5HIELD OR EQUAL 0 R-49 IN5UL TO 24" IN510E WALL W �j VENT BAFFLES 1�"1 AT 24" O.G. Q [--1 4zi❑ ❑ ~ Zw ) LP FASCIA LP SOFFIT � Z VAPOR BARRIER =c , W/ VENTS W 1--1 5/8" SHEETROGK � � 0 DINING EXTERIOR WALL 0 PORCH FOYER HOUE WRAPELEV) ZO 7/16 05B 5HEATHIN6 N Ll 2x6 STUD5 @ 16" O.G. F+1 R-21 INSULATION Q VAPOR BARRIER cq 1 /2" 5HEETROCK 3/4"ADVANTECH 5UBFLOOR Q IN GLUE & NAIL 5UBFLOOR MID CHORD BEARING 20" FLOOR TRU55E5 @ 19.2" O.G. SPRAY IN5UL. RIM (TYP) 2x8 TREATED D PLATE *TIMBERSTRANI/2" GYP. BD. 1/2"xl2" A.B. @ 32" O.G. 5TU1?5 @ STAIR W/ SILL SEALER WALLS 2x4 FURRED WALL STAIRWAY NOTES: R-5 IN5UL. - STAIRWAY HEADROOM TO BE 7'-0" MIN. REG ROOM R-10 INSUL. HANDRAIL HE16HT TO BE CONT. 34" TO 38" FOUNDATION WALL ABOVE N051N6, OPN6'S TO BE LF-55 THAN 4" DATE: WATCHDOG 3-i2x12 TIMBER5TRAND 5TRINGER5 I I WATER PROOFING I I TREAD5 REVISIONS: 8" OF 6" POURED LOWER 112" OF 10" POURED 20 4' GONG. FTC. 3 1 /2" GONG. FLOOR W/ PATIO POLY UNDER DRAIN TILE AS REQ. 4-0i u0 1 ON 2" MIN. OF WASHED GRAVEL OR CRU5HED ROCK, AND R-10 INSULCVERE. R-IN5UL—.---.— OF SAME DMATERIAWITH 6" MINIMUM G R 0 55 5 E G T I O N "A" FOUNDATION WALL SCALE; 1/4" = I'-0" W�ATERPROOFIN6 4 OF 6 POURED 44" OF 8" POURED DRAWN BY: 20"4' GONG. FT6. COMM. NO. 219237 SHEET NO. 4