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HomeMy WebLinkAbout2001-P04185 - addn/remodel/repair CITY OF ORONO PERMIT 2750 Keliby Parkway- PO Box 66 Permit Number: P04185 CrysbI Bay, Minnesota 55323 Permit Type: Addition/Remodel/Repair (952) 249-4600 Date Issued: 9/10/2001 SITE ADDRESS: 500 Tonkawa Rd Long Lake,MN 55356 PID: 05-117-23-32-0003 DESCRIPTION: UBC Occupancy R3 Proposed Use: Residential Construction Type VN Permit Class: Building Census Code 434 Permit Type: Addition/Remodel/Repair Permit Sub-type(s): Addn/Remodel/Repair DETAILS: Approved per resolution#: Separate permits required: NOTICESIREMARKS: FEE SUMMARY: Permit Fee: $ 293.25 Valuation: $ 18,000.00 Plan Review Fee: $ 190.58 State Surcharge Fee: $ 9.00 TOTAL FEE: $ 492.83 APPLICANT: Choice Wood Company OWNER: Mr.&Mrs.Nelson 3300 Gorham Ave 500 Tonkawa Rd St.Louis Park,MN 55426 Long Lake MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. f APPLI T E ITEE SIGNATURE ISSUEDBY NATURE Conies:1-File(Siknitures Required). I-Applicant, 1-Month1y Reoorts. 1-Assessine. 1-Finance Pag I 1 Total Fee: $ T �� Date Received: ( 1,3 O Entered By: Permit#: CITY OF ORONO - BUILDING PERMIT APPLICATION All information must be submitted in full before plan review will be started. (please print all information) -------------------------------------------------------------------------- z--..�----`---------------------- THE APPLICANT IS: ('circle one) OWNER 0 CONTRACTOR J ) JOB SITE ADDRESS: D D � ,��3-v. A ed. ZIP: NAME OF OWNER: Uku y /"l,�►^d�.�,,, AIC-)501(l PHONE: (home) q! I— _z) (work) MAILING ADDRESS: f,4-KA c_— CITY: ZIP: CONTRACTOR: �ftl LC LJoto PHONE: �S2 '12-`l o o ky 5 CONTACT PERSON: J©,fi (a r u t,4 MOBILE/PAGER: (o I Z 36-6 LS 3 MAILING ADDRESS: 3 3 a o bc,"t,4," )4✓.5 CITY: St Za.Ts pL ZIP: STATE LICENSE: # /•s 3 Z ARCHITECT/ENGINEER: �A ��� `� PHONE: 61 -Z- 3-7t MAILING ADDRESS: CITY: _yjp/5 ZIP: NAME: py o I-} k N\s o r,1 REGISTRATION# TYPE OF WORK: New Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detail): S-M rZA-j-jE ruz-vv'. STORIES: SQ. FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION (excluding land): $ 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 'n aCcordance with t approved plan. APPLICANT'S SIGNATURE• DATE: l NOTE! Parade of Homes events require separate permit approval by Police Department and City Council 60 days prior to the event. Non permitted events will not be allowed. 5 M Sec.13.04 RIGHTS OF SUBJECTS OF DATA Subd. 1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section. Subd.2. Information required to be given individual. An individual asked to supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data. This requirement shall not apply when an individual is asked to supply investigative data, pursuant to section 13.82, subdivision 5, to a law enforcement officer. The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund instructions instead of on those forms. Subd. 3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals, and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual costs of making,certifying,and compiling the copies. The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of the date of the request,excluding Saturdays,Sundays and legal holidays, if immediate compliance is not possible. If he cannot comply with the request within that time,he shall so inform the individual, and may have an additional five days within which to comply with the request, excluding Saturdays,Sundays and legal holidays. Subd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data concerning himself. To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement. The responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct. Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council action to approve, some information may become public. 5. You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. First Middle Last Address City State Zip Phone I understand my rights as stat above. o Sig e 6 CHECK OFF LIST FOR ISSUANCE OF PERMITS FOR OFFICE USE ONLY ADDRESS OR LEGAL: S00 PID: DESCRIPTION OF WORK: A,l�� -rti o Ny,�p,t.� `�-�► i sr-�n�� -rt. �a : ZONING REVIEW BY: DATE APPROVED: E? -15-01 BUILDING REVIEW BY: DATE APPROVED: ES -1 -� FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes No PLAN REVIEW Yes c/ No SEWER CONNECTION STATE SURCHARGE Yesy No WATER CONNECTION INVESTIGATION FEE Yes No PARK FEE SAC Yes No SITEINSPECT ION Number of SAC Units OTHER (specify) ZONING CHECK LIST Zoning District: IVW Fire Department: Post Office: School District: Lot Area: Sq.ft. Acres Width Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front(Lake): Right Side Rear (Street): Left Side: Adjacent Structures: etland: Building Height: Def. Hgt. P ak Hgt. Lot Coverage: Grading: Staff Approval Date: By: Council Approval Date: Septic: Staff Approval Date: y: Zoning File: # Resolution: # Resolution Date: Shoreland District: Avg. Setback: Bluff Setbac Lot Coverage: Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' Hardcover Variance Required: Yes No Date of Council Approval: REMARKS (in house): 7 BUILDING REVIEW CHECK LIST UBC: 12- 3 CONSTRUCTION TYPE: J/N Sq Footage $Per Sq Ftg Basement x = 1st Floor x = 2nd Floor x = Garage x = x = TOTAL Estimated Construction Value: $ 0 Inspections Required: Work Requiring Separate Permits: Site Plumbing Fire Hardcover Removal Mechanical Water Connection Footing Septic Sewer Connection - Fireplace Lawn Irrigation Insulation (Masonry) Other Wall Board (Mfg.) Well(State Permit) _Ct,/. Final Grading/Filling Electrical(State Permit) Other REMARKS(IN HOUSE): ---------------------------------------------------------- REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARKS (TO BE NOTED ON PERINUT): G 8 t Cay cDr� �aAA� ,6--1 1'1 flM0 DATE TIME TY OF ORONO CALLED IN INSPECTION NOTI CI( SCHEDULED PERMIT NO. b COMPLETED ADDRESS 50 To h k a_,�� 2• OWNER CONTR.a el LLZO.Z9 TELEPHONE NO. / -` L!�d t, ;7VI C DESCRIPTION �`-lrt� 01 FOOTING 11 MECHANICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOUR YES_NO COMMENTS: cc W CX. 0 W cc Q 2 W Z W cc d L WORK SATISFACTORY.PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlCon for on site: Inspector White Copylinspector's File Canary Copy/Site Notice DATE TIME CITY OF OR O CALLED IN INSPECTION NOT!QE SCHEDULED PERMIT NO._ G K [ COMPLETED ADDRESS OWNER �] C0NTR. TELEPHONE NO. IS- ' Q -- lyZc9� DESCRIPTIONcY�fi�G 01 FOOTING 11 MECHA ICAL RI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNER/CONTRACT RIO AMEYOU: YES_NO COMMENTS h o Ci - ccc - 0 W cc Q z W z W G � ❑WORK SATISFACTORY:PROCEED F-1PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY )CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-4600 Owner/Con t/r,c/or on site: Inspector. T ��- �� m) White Copy/inspector's File Canary Copy/Site Notice V/ /�:n G DATE TIME CITY OFORO /� CALLED IN INSPECTION,NOTICE SCHEDULED PERMIT NO._ COMPLETED ADDRESS OWNER �,��JCONTR. TELEPHONE NO. (0 cL S� m DESCRIPTION 01 FOOTING 11 WCHANICALRI 18 EXCAWGRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL OWNERICONTRACTOR TO MEET YOU:_YES NO COMENTS: cr !! _ J O a cc O LjLW cc Q 2 W W cc d LLJ ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC W �RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contras or on sde Inspector. White CopylInspector's File Canary Copy/Site Notice -- Z 101 J7 0 w O e� ROCK zCO can) / 1 a �< RUSNED `EVp WW 1 0U 3 — O Lo"Ot o \ 01 0 Go 8 •�, "'• s a °a IC UPPElt L— WALL o� 16 .RF� r �y 'Cr • 99 J F rTf r tic, V'OU5E ep �a ) �M P99 tTiorl •.• ° 0 0 11 / L.z \ � L, Y aO°Dpoo OU z 99 2Cj 2 �J`'r• atm Pv�+� n O 0 L—J C4 CD O 0 U � o o � 3t 39 �W • (n W • ■• `HEDGE tim •• � ;� _ �_ Ory � � � J \��O I ' / / CITY OF ORONO Project BUILDING P ,R IT LAN RFNIEI,`y� r(p�-rN Y+A Architecture Nelson Residence - North 1 PARTIAL SURVEY INSPECTOR 240 North 9th Avenue A 24 SCALE: 1 20'4' 1,1;'T-r Minneapolis,MN 55401 Win Addition 'F.i'rrit:v cC �; _ , . 1 tel 612 3719195 sheet T "_J.T fax 612 3719199 Date By msb r 'r D Y ,I-IC" A� fI�TEr a email info@yaarch.com t✓r, HL JE3'v I www.yaarch.com Utility room addi c,err<<,tOr. f, ;,f �aticn AA�',ocK sha; be dOr.j �.9,A Ir c: "O.? all ..p cL: e bu d r.n and zo,r.q ccd9, in) Re it _ .rq i'Srns win't n, nct8d in this rovieW, UC, �C�. i Z2_ o C �a 42-1 Ib g a 3 cIz - - - - - - - " o y p cEOi� �� .UO. 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'� c� cooec a c iu �.co o `�° a E a c c c Q_ai n 0 •'�•ti i I U na 4,19A Do -,-- -- ------------- 1.3 ' yl Q O I Project Y+A Architecture Nelson Residence - North 2 PARTIAL FLOOR PLAN: at garage level utility room 240 North Avenue Minneapolis, 311 MN 55401 Win Addition A 2.1 SCALE: 1/4" = 1'-0" tel fax 612 3719199 DatelNEMEN y MSI) email info@yaarch.com www.yaarch.com Parking Garage Level floor plan A2.1, Thursday, August 9, 2001 / 2:26 PM 3 A14 guardrail,posts and brick new terrace,match section x pilasters to match existing t drawings 21A14 and 31A14 A14 detail forthcoming A2.3 building section new concrete precast ,._ _ _ _ planting with d amdle out 44WP­ to exterior;of house 98 bearing elevation of new precast terrace I coordinate with slope of adjacent terrace new concrete beam 1,.- existingeteriorhousewall structural for equivalent slope to match former It new stucco exterior existing concrete column I, _ wall to matchbeyond 12"cmu wall existing 1 waterprodf all surfaces within planting area o new 12"cmu wall verify and connect to UTILITY ROOM beyondas existing perimeter if new cmu wall from present footing to underside of s new beamI` ' top of existing top of +91' 1112" new poured concrete floor slab ; f +91'-0"slab existingfooting tap of new floor slab �.- + g " O - - - - -_- - - - - - - - - - ' r interior drain tile in gravel bed +g0,-2" M � r --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r bottom of - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - existingfoofing as r max elevation of bottom of footing,or match existing if lower - - - - - - -� ; new drain tile-run below new foundation-tie in to perimeter width varies drain system along wall 1 BUILDING SECTION: through garage level utility room A2.2 SCALE: 1/4" = 1'-0" Protect Y+A Architecture Nelson Residence - North 240 North 9th Avenue Minneapolis,MN 55401 Wing Addition Meet tel 612 371 9195 Date By msb fax 612 3719199 email info@yaarch.com www.yaarch.com « �— Thursday, August 9, 2001 / 2:26 PM A14 walls of house beyond e 2 1 A14 similar A2.2 building section Al 4 similar existing terrace TERRACE LEVEL planter structural slab precast con rete roof t rrace structure -- •' , o new terrace elevation to match existin ULM y P�'�?a x� • _"°� f +98'-2" �—new concrete beam beyond--�: bearing elevation of new precast terrace t 1F +95'-11" backfill aft r cmu wall has been constructed _ - t 12'cmu wall with waterproofing •• - bearing elevation of poured concrete planter t UTILITY ROOM NEW GARAGE o ' poured concrete floor slab t # drain the bf low floor slab existing concrete column beyond F e floor drain +91'-11/2" r L J -- - - r d� topes new floor slab X, 1 BUILDING SECTION: through garage level utility room L2.3 SCALE: 1/4" = 1'-0" Protect Y+A Architecture Nelson Residence - North 240 North 9th Avenue Minneapolis,MN 55401 Wing Addition heet tel 612 3719195 Date By msb fax 612 3719199 email info@yaarch.com www.yaarch.com �,^�� 7 ���-C L. _ L•J align edge with north face align edge with south edge of brick pilaster/upright door casing on existing house a terrace edge 4 west edge of terrace N match existing < AZZ; - -- ---------- TYPICAL SEC 770M 0 PLANTER WALL soil TBD by landscape architect 7 filter cloth line of 1/2" th, drainage bd. 'N' 114 "th protection bd (open) V 6waterproofing layers (PROCORE" t ickness a. drawn) X re 777 poured conc (th 8* T-8 4 4" 0 tJ ---------- 21 a Z 4 N ----------------- ---- --------- 89 minimum (slopes to drain) < 0 soldier course (4? planter edge brick pavers to match existing terrace ( Verity Paving material wl la n dsca pe Architect) FFE (existing) 1001-01 TYPICAL SECTION OTERR4CEICEILIN9 see notes (90 adjacent drawing T.O. Bearing VERIFY W/ EXISTING HOUSE varies -(sloped} BEARING 0 WEST ED - GE , 98'-6* BEARING @ EAST EDGE 98'-2' shelf height varies due to slope of plank see structural for reinforcing planter bed wl 4" gra vel 4 bottom W91 replace /repair flooring at EXISTING GARAGE as necessary to match existing T.O. BEARING 4-T-_1 _1" 5 0 () T(Ty) ka (t)(2 AW 0- see structural for reinforcing @ 0 bond beam w12 #5 continuous vJ surrounding bl'odeffradabile form T.O. Bearing half course 12" CMV y > F -v I - WALL 0 SOUTH FACEABOVE GARAGE FLOOR I 112'protection1drainage bd. (warm -n -dry) moisture protection 14W (tuffn-dry) 12' CMU 2 x furring with rigid insulation at cavity vapor barrier 518" th gypsum bd. TYPICAL SECTION 0 GARAGE FLOOR/CEILING — concrete slab wl infloor heating NOTE. drainage bd. ,01/ drains forgarage floor are, to be bi-level drains -- waterproofing layer ("PROCORE" system) /they allow drainage at both the top surface and at bed of conc. over plank -slope If; drains the drainage board located within the slab 12'conc. -plank - wood stud furring wl ba tt insulation vapor barrier 518' ffi gypsum bd. T.O. BEARING bond beam w12 #5 continuous cut 16' CMU as necessary to achieve proper bearing height WALL 0 SOUTH FACE BELOW GARAGE FLOOR 1 112 NprotectionAdrainage bd. (Warm-n-dly) moisture protection layer (tuff -n -dry) 160 CMU 2 x 6 furring with batt insulation at cavity vapor barrier 518" th gypsum bd. Insulate 4@ slab edge, run vapor barrier below slab up wall surface tape continuous to vapor barrier of wall 01 F.F.E. (lower level-, 78'-81 E TP run waterproofing layers 8' beyond terrace level 3 copper flashing between stucco and terrace pavers lo: run drainage bd./protection bd CP wall edge F.F.E. (ter -race) E TYPICAL MATCH -EXISTING SECTION 4& 4y TERRACEREILING brick pavers to match existing —jr_ -X- leveling concrete bed 112' drainage bd. 114' protection bd. A waterproofing layers ("PROCORE" system) smoothing bed of conc. ever plank (I' nom.) 8 "conc. plank sloped to outside edge -- (one 4' section of 12" plank set level OP FP.) 1-0" co r= wood stud furring wl batt Insulation vapor barrier 11_O 518' th gypsum bd. E 't;; T.O. Bearing 2 - -- r E2 0- 0: — (typical at plank ends) -7 — add necessary furring to fill void between 40. bond beam and existing structure — bond beans w12 #5 continuous, set at plank bearing-- NOTE- due to sloping plank west wall has higher bearing elevation than east wall, slope plank 4"over length of span 8" — cut 12' CMU as necessary to achieve proper bearing height - WALL 0 SOUTH FACEABOVE GARAGE FLOOR I 112'protection1drainage bd. (warm -n -dry) moisture protection 14W (tuffn-dry) 12' CMU 2 x furring with rigid insulation at cavity vapor barrier 518" th gypsum bd. TYPICAL SECTION 0 GARAGE FLOOR/CEILING — concrete slab wl infloor heating NOTE. drainage bd. ,01/ drains forgarage floor are, to be bi-level drains -- waterproofing layer ("PROCORE" system) /they allow drainage at both the top surface and at bed of conc. over plank -slope If; drains the drainage board located within the slab 12'conc. -plank - wood stud furring wl ba tt insulation vapor barrier 518' ffi gypsum bd. T.O. BEARING bond beam w12 #5 continuous cut 16' CMU as necessary to achieve proper bearing height WALL 0 SOUTH FACE BELOW GARAGE FLOOR 1 112 NprotectionAdrainage bd. (Warm-n-dly) moisture protection layer (tuff -n -dry) 160 CMU 2 x 6 furring with batt insulation at cavity vapor barrier 518" th gypsum bd. Insulate 4@ slab edge, run vapor barrier below slab up wall surface tape continuous to vapor barrier of wall 01 F.F.E. (lower level-, 78'-81 0 NOTE. verify all foundation reinforcing wl structural details WALL SECTION: south wall of addition looking west SCALE: 1112' = 1'-0" FOOTING 77'-0' patch stucco as necessary 02 existing walls E TP run waterproofing layers 8' beyond terrace level 3 copper flashing between stucco and terrace pavers run drainage bd./protection bd CP wall edge F.F.E. (ter -race) E TYPICAL MATCH -EXISTING SECTION 4& 4y TERRACEREILING brick pavers to match existing —jr_ -X- leveling concrete bed 112' drainage bd. 114' protection bd. < < waterproofing layers ("PROCORE" system) smoothing bed of conc. ever plank (I' nom.) 8 "conc. plank sloped to outside edge -- (one 4' section of 12" plank set level OP FP.) 1-0" co r= wood stud furring wl batt Insulation vapor barrier 11_O 0 NOTE. verify all foundation reinforcing wl structural details WALL SECTION: south wall of addition looking west SCALE: 1112' = 1'-0" FOOTING 77'-0' patch stucco as necessary 02 existing walls E TP run waterproofing layers 8' beyond terrace level xi copper flashing between stucco and terrace pavers run drainage bd./protection bd CP wall edge F.F.E. (ter -race) E TYPICAL MATCH -EXISTING SECTION 4& TERRACEREILING brick pavers to match existing setting bed of grout, (slope to match existing) leveling concrete bed 112' drainage bd. 114' protection bd. < < waterproofing layers ("PROCORE" system) smoothing bed of conc. ever plank (I' nom.) 8 "conc. plank sloped to outside edge -- (one 4' section of 12" plank set level OP FP.) 1-0" co r= wood stud furring wl batt Insulation vapor barrier 518' th gypsum bd. E 't;; T.O. Bearing - -- E2 171- — #4 x 1'-0" 0 48' ac. drill an grout in place 31/2" — (typical at plank ends) — add necessary furring to fill void between 40. bond beam and existing structure — bond beans w12 #5 continuous, set at plank bearing-- NOTE- due to sloping plank west wall has higher bearing elevation than east wall, slope plank 4"over length of span 8" — cut 12' CMU as necessary to achieve proper bearing height T.O. Garage floor 2 0'-4* slopes to drain --maximum TYPICAL SEC RON 0 GARAGE FLOOR f CEILING concrete slab wl in floor heating D drainage bd. C= CD waterproofing layers ("PROCOREO system) bed of conc. over plank -slope to drains 120conc. plank 1t-00 wood stud furring wl batt insulation vapor barrier 518" th gypsum bd. T.O. Bearing — #4x1'-0'048'o.c. drill and grout in place (typical at plank ends) — bond beam w12 #5 continuous, set at plank bearing — see structural for reinforcing — cut 16' CMU as necessary to achieve proper bearing height — see structural for reinforcing 8K 51/2" I 8 4@ 1112 WALL 0 WEST FACE BELOW GARAGE FLOOR N 'INN %I 112'protection1drainage bd. (warm -n -dry) moisture Protection layer (tuff -n -dry) 2x 6 furring with batt insulation at cavity vapor barrier 518' th gypsum bd. FLOOR 0 LOWER LEVELA 314' the 7&G hardwood flooring 0, Verify Hardwd fIrlinfloor heating Interface 4— concrete setting bed wl in -floor heating system concrete slab wl wire mesh W vapor barrier r 1112 Igidinsulation X y ( 4 nom. sand setting bed E. (lower IeM) 7 3* 7N 2 >�4 46- A V 5* _X – V X --A V < 'A A 11/2 FOOTING 77'-00 V A NOTE. < 6: < 0 verify all foundation reinforcing w1structural details WALL SECTION: west wall OZIP south end of addition SCALE: 11/2" =1`-0" I brick pilaster/handrail post, (beyond) to match existing steel guardrail to match existing brick pavers to match existing terrace soldier course at outer edge stucco copper flashing, "highback", running between waterproofing layers copper flashing to conceal drainage board, size as needed copper gutter with highback flashing. runs continuous between brick pilasters furring necessary to be flush with stucco and gutter fill ends of conc. plank #4 x 1 `_0" 0 48'o. c. drill and grout in place (typical at plank ends) bond beam w12 #5 continuous, set at plank bearing-- NOIE,• due to sloping plank west wall has higher bearing elevation than east wait slope plank 4"over length of span cut 8" CMU as necessary to achieve proper bearing height TYPICAL WALL 0 EAST TERRACE FACE stucco to match existing 8" CMU wall 2 x 4 furring with batt insulation vapor barrier 518" th gypsum bd. #4 x 1'-0 " (0 48" o. c. drill and grout in place (typical at plank ends) NOTE. B.O. FOOTING r 4k verify am foundation reinforcing wl structural details 76'-0' WALL SECTION: east wall at south end of addition 14 SCALE: 1112" =:1'-0" brick ledge (beyond) ledge bearing a elev. 85'-00 moisture proofing layer applied to poured wall,, (TUFF -N -DRY) (typical at a// below grade walls) see structural for reinforcing see structural for reinforcing drain tile surrounded by gravel within sill screen (typical surrounding footing) NOTE. exterlor drain tile, to daylight interior drain tile to sump pump sleeve through as required allow] 112' rise btwn interior and exterior draintiles at sleeve C) co C/) CL Sheet c Q 0) Nt CD 2C t E xi + E co r= E 't;; E2 16 — C= CD C) co C/) CL Sheet c Q 0) Nt CD 2C t