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Home My WebLink About07040100 Revision Info_ v itL.G VL]1V1V / rLtl1V . For New Single Family or "Other" Residential type permit projects City of Caymel; Department of Community Services Permff has been issued: X Yes No. If yes, PERIsET #: O 7 0 `i fa' 0 O BUILDER Of RECORD: NAME' PHONE: FAX: b( S v?tc i 1/7 - 3 `7- 30? 3 17 3 t/7 73i. STREET ADDRESS: Crrf: STATE: ZIP: - (z;(a,SC.: Lk'L&A4 fJR1E,'t. S7-e 2. OZ: .?4'b1LML,$' iAJ 4eG2- 21JILDER'S EKAlt ACDRESSt BEST METHOD OF CONTACT: J 131Ao6t?v ? )) H "'M 'o"4 LOCA'T'ION LOT t: SUrBDIVISIO,N HAM-: SETO%' & PROJECT U 1 A ikt; S t o w Is f? /i 1f P eA "e ' TJQPj INFO: ADDRESS OF CONSTRUCTION: Suojr:Cf .a curriphance with all recul k??L w€?? lsFrlGi/ JK 3L F ations I Y of State andLocal C NEW SQUARE FOOTAGE OR MEW ESSIP7A7ED COST, a DE.? ? SLg M PC ' ASF M 1RAVlLSPATf- Y Nj Wik ARE4AFF-=3YREJT51CN: OF CONSTRUCTION: !/ cjU Imo- ! , i ? .-4-. = v i IF PLANS FOR REVISIONfAMENDMENT ARE PART OF THE MASTER PERMIT PROGRANr NAME OfMl rl REFERENCE #111) OF PLAN SPECIFICATIONS FOR THIS WORK; DESCRIPTION OF REVISION: 076jp ic0 `t ?7LnL,0 r?/hf7`a/nr?rt r ?,n C[G? NEW DF SGNATION OF AREA OF WORK SQUARE FOOTAGE: A /A BASEMENT I" Floor 2" Floor 3 Floor Front Rear Porch Total Sq. Ft TOTAL ;Finished and Porch or of Garages Unfinished Sunroom L9 C7 3 O 667 EOG? For SLzigle Family end Two Family dwelhn.gs, addf lions, xrmgdels, and/or accessory structures, this permit % valid only if construction commences within 180 days of the date of issumce of the buildmg permir, and must be completed (Certificate of Occupancy issued) within 18 months of the issvaner dace. Class I st ructwe pexmirs are subject to the General Adminisrrative 12ules of the State of Indiana (See 575 TAC 12) regarding expiration time frames for Beginning and completing construction. - L the undersined, agree that any coae==Dr, reconsnitcnon.. enlargement, relocation, or alter tien of a sQUcrure, or any change in the use of land or smucrsues requesmd by this application will comply with, sad conform to, ad applicable laws of the Stare of Indiana, and ±c "Zoning Ora-manse of Carmel! Indiana - 15)3"(Z-28" ) and amendments, adopted vndet authority of LC. 36-F et seq.. General Assembly of di c State of htdimn ' and all Acts amendamry• dhertm. I ghe cera€y that only latches, batb, and doer drains at conaectedto the sanitary sewer. I Further certify, under the penalties of Perjury (Indiana Code 33-44-2-1) that aL of the information I have providedut this Application and other documentation is true and accurate to the best of my knowledge and belief, and that I have nor 11nw-ingly or intentionally provided or omitted say information that would tend to hide, obscure, or otaetwise mialmd the Dept. of Community Services regarding the truth of the matters addressed. I also agree that the construction will not be used or occuuied untjfl Certucare a(Occupaocyhas been issued by the Deparmenc of Community 5erViCCS, Carmel, Indiana. vo E}I juc' K?C i GC ( (D D"7. ?Ir ` k =2, S0nMre of Owner ar Auth Ezed Agetrt Print Date ********x**x**_**********M****************************************** OFFICE USE ONLY: 1 r! /11 PLAN AMENDMENT/REVISION FEE: J L ADDITIONAL SQUARE FOOTAGE: NEW INSPECTIONS REQUIRED: _ (r additlcnal Insl lcns other t¢ao what already m naln on Recelved 6yi G 7 2R%kSUn CJ ?'EfTI 3fC t2GL Date !G\5? ?r?R{n? ? ?tTARy4! SINGLE FAMILY/ TOWN HOME / TWO-FAMILY PERMITTING PROCEDURES n?a .'? New Structures, Additions, Remodels, Garages, & Accessory Structures SUBMITTAL REQUIREMENTS: 1. COMPLETED RESIDENTIAL IMPROVEMENT LOCATION PERMIT APPLICATION, (ILP) which also includes the reverse side (or god page) of this procedure sheet. These can be picked up at our office, or you can request one to be mailed to you: These are 3-part, carbon-less forms. A sample of the ILP appears on our website at: www.carmel.in.c?ov through the Dept. of Community Services link, in the Building & Code Services section. (A copy of this procedure sheet can also be found in that section.) 2. CONSTRUCTION PLANS: Plans should be on paper no larger than 11 inches by 17 inches. ALSO, you will need to submit an electronic PDF copy of plans to tweddin ton carmel.in. ov in addition to paper copies. If you have issues regarding paper size and/or the electronic submittal please contact either the Building Commissioner or Deputy Building Commissioner through (317) 571-24447 a. NEW MAIN STRUCTURES, TWO SETS OF PLANS FOR SINGLE FAMILY AND TWO-FAMILY, AND THREE SETS FOR TOWN HOMES, MUST BE SUBMITTED.* THESE SHOULD INCLUDE: i. Building Elevations (from al] four sides) ii. Foundation plan iii. Floor plan iv. Typical wall section (All crass-sections must be properly detailed and labeled. At least one cross-section must show: R-values of building materials, listed and totaled out to the side, to ensure compliance with the Indiana Energy Codes. If minimum R-values are not met on cross-section, an Ena gy Code Compliance Worksheet must be completed. If Manufactured Trusses are used, truss diagrams must be included with the building plans, for all trusses being used. Truss diagrams must be STAMPED with the seal of the registered architect or engineer who is responsible for that design. ONLY Indiana registrations will be recognized. *NOTE: The first building permit(s) of a Town Home development that involves the construction of multiple'dwelling units and/or buildings has additionatsubrimittal requirements, including State Design Release, and will require a Submittal meeting. Please contact Sarah L illard at (317) 571-2475 or slillard{acarmel in c?ov to obtain further information regarding this procedure and a list of requirements. J. ADDITIONS /REMODELS / ACCESSORY STRUCTURES, TWO (2) SETS OF PLANS (THREE SETS & POSSIBLY STATE INFO IF TOWN HOME) MUST BE SUBMITTED AND SHOULD INCLUDE: i. Building Elevations from a minimum of two (2) sides** ii. Items listed under a. ii. - a. v. above.** **NOTE: For interior remodels, (where alterations cause no changes to the existing exterior structure of the building) Building Elevations wiii not be required and a foundation plan may not he required, depending on the nature of the remodel. 3. SEWER AND WATER PERMITS FOR NEW STRUCTURES. You will need to determine which utility company provides services to your construction site, and provide a copy of the utility permit. a. Carmel Utilities: (317) 571-2443. A sewer and/of water permit should be purchased at the office of Building & Code Services, prior to or at the time you are submitting your building permit application. ALSO contact ]ohn Mascari of Carmel Utilities (317-773-2855) for permits for wells that will be located within the City limits. b. Clay Township Regional Waste District, (317) 844-9200. c. Hamilton County Health De at. (for wells not inside the City limits and/or all septic permlts); (317) 776-8500 4. ONE (1) COPY OF THE SUBDIVISION CONSTRUCTION/ DEVELOPMENT PLAN IS REQUIRED-FOR NEW DWELLING UNIT STRUCTURES ONLY. Sometimes referred to as an "as-built," this plan should show the lot in question, the surrounding lots, the building pad or building pad elevation, and the ground topography lines. You do NOT need to provide plans.for the entire subdivision. 5. TWO (2) COPIES OF A SITE (OR PLOT) PLAN SHOWING THE FOLLOWING REQUIRED INFORMATION: a. Name and address of designer of plan, with date b, Name and address of property owner c. Lot number and subdivision name, or applicable general description d. Lot drawn to scale-all dimensions e. Lot I Property lines ***Continued on reverse.,. S'PermIL,vFCRMS!RESIDUMAI-aRCC`-DURES Aug 2007 1 of 2 f. Minimum front building setback line, per approved development plan (include all front yard) g. All roads, alleys, rights-of-way, etc... 3 h. Any applicable flood plain area (Certificate of Elevation, if necessary) i. Building pad elevation and lot corner elevations All accessory buildings / structures - existing or proposed k. All sidewalks and driveways 1. Sewer and water lines, septic system, (tanks & filed system) and/or well locations m. Drainage flow arrows n. All drainage swales and subsurface facilities (retention / detention areas, etc...} o. Sump pump -- Show sump pump pit(s) and discharge line locations p. Geothermal heat pump discharge locations *NOTE: If land is not within a platted subdivision, a legal description is required. FURTHER NOTES / NOTICES: CARMEL ZONING ORDINANCE Z-264, SECTION 29.04.02 (3): "The Director shall approve or deny the Improvement Location Permit within five (5) working days of the receipt of the written application form and accompanying materials. The Improvement Location Permit shall be issued when the proposed structure, improvement, or use and its location conform in all respects to this ordinance." > IN ADDITION TO THE ABOVE-LISTED SUBMITTAL REQUIREMENTS, THE BUILDING INSPECTOR WILL BE PROVIDED WITH ANY INFORMATION RELATIVE TO COMMITMENTS MADE IN THE ZONING PROCESS FOR THE PROPERTY INVOLVED. THIS WOULD INCLUDE ANY PLAN COMMISION, EOARD OF ZONING APPEALS, Al DEPT. OF COMMUNITY SERVICES ADMINISTRATIVE APPROVALS REQUIRED. ADDITIONAL INFORMATION MAY BE REQUESTED BY, AND WILL BE PROVIDED TO THE BUILDING INSPECTOR, IF THE SUBMITTED PLANS ARE NOT OF SUFFICIENL IN CLARITY OR DETAIL, TO INDICATE THE NATURE AND EXTENT OF THE WORK PROPOSED AND TO DETERMINE COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES: SUBMITTAL OF ADDITIONALLY REQUESTED/REQUIRED INFORMATION, AFTER THE INITIAL SUBMITTAL, WILL EXTEND THE TIME IT TAKES COMPLETE THE PERMIT REVIEW. > THE OFFICE OF BUILDING & CODE SERVICES RECOGNIZES ANY ROOMIARFA DESIGNATED ON CONSTRUCTION PLANS AS A "BONUS ROOM" TO BE UNOCCUPIABLE. UNFINISHED SPACE. IF AN AREA SO LABELED 15 TO BE A FINISHED Si CONSTRUCTION PLANS MUST EE LABELED ACCORDINGLY. IF IT IS DETERMINED THAT AN UNFINISHED, "BONUS ROOM- AREA IS 70 BECOME A FINISHED AREA AFTER THE ISSUANCE OF THE PERMIT, THE PLANS AND PERMIT RECORDS MUST BE UPDATED AT THE OFFICE OF BUILDING & CODE SERVICES. > ALL CONSTRUCTION IS SUBIECTTO FIELD.INSPECTION, AND SHOULD NOT BEGIN PRIORTO THE ISSUANCE OF THE BUILDING PERMIT. ONCE THE PERMIT IS ISSUED, WORK SHOULD NOT BE POURED, INSULATED/COVERED, AND/OR OCCUPIED PRIOR TO THE APPROPRIATE INSPECTION. Beginning prior to obtaining a building permit and/or proceeding with construction J beycnd the stage of a required inspection without approval constitutes Late Fee penalties, per Z-289 of the Carried ay Zoning Ordinance; 29.06.07, and 29.06.08. BUILDING & CODE SERVICES; CITY OF CARTEL. One Civic Square; Carmel, IN 4,6032 Ph. (317) 571-2444. I, the undersigned, certify that all of the above'listed information is shown completely and accurately on the attached plot or site plan(s), construction pians, and any other submitted, documentation, submitted with the building permit application to the City of Carmel / Clay Township Department of Community Services. I further certify that the joining of water supply piping shall be made with lead-free solders and fluxes. Failure to comply will result in a replacement the system. (Plumbing Code P-509-5) Under the penalties of Perjury (Indiana Code 35-44-2-1), Lalso hereby affirm, under oath, that all of the information I have provided in the table below is true and accurate, to the best of my knowledge and belief,' and'that I have not knowingly or intentionally provided or omitted any information that would tend to hide, obscure, or otherwise mislead the Dept. of Community Services regarding the truth of the matters addressed therein. BASEMENT 1' Floor 2nd Floor 3rd Front Rear Total Sq. TOTAL (Finished and Floor Porch Porch or Ft. of Unfinished) Sunroam Garages 11911 L67 ii W a S. A - r b?,r1o, APPLICANT'S SIGNATURE 1 1115 ? NAME PRINTED eft. S 2007 ATE 5:PerTA ,!FGWS/RE5:DENTTAL PROCEDURES Aug 2007 2 or2 Item 1 cf 1 CITY OF CARMEL PERMIT RECEIPT OPERATOR: vdolan COPY # : 1 Sec:20 Twp:18 Rng:03 Sub:LSP Blk:3 Lot:80 -D ZL P' PARCEL DATE ISSUED ------- : 10/12/2007 RECEIPT #--------- : 26522 REFERENCE ID # ...: 07040100 SITE ADDRESS ..... SUBDIVISION ...... CTTlr .............: IMPACT AREA ...... 13836 AMBLEWIND PL LAKESIDE PARK WESTFIELD OWNER ............: DREES HOMES ADDRESS ..........: 6650 TELECOM DRIVE STE 200 CITY/STATE/ZIP ...: INDIANAPOLIS, IN 56278 RECEIVED FROM ....: A-1 EXPEDITORS CONTRACTOR .......: ATTN: LORI BIRDSONG-HEMLINE LIC # DREEPAE COMPANY ..........: DREES HOMES ADDRESS ..........: 6650 TELECOM DR. 4200 CITY/S^_ATE/ZIP ...: INDIANAPOLIS, IN 56278 TELEPHONE ........: (317) 347-7300 FEE ID UNIT QUANTITY - IRESELEMTR ----- FLAT -------- RATE - oa IRESFINAL FLAT RATE 1. 00 IRESFTSLB FLAT RATE 1. 00 IRESETSL•B+ FLAT RATE 1. 00 IRESROUGH FLAT RATE 1. 00 PRI= FLAT RATE 1. 00 RESC/0 FLAT RATE I. 00 RESPL•AMEND FLAT RATE 1. 00 RESSINGLE SQUARE FEET 4,669. 00 TOTAL PERMIT 2749.10 AMOUNT 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 275.20 870.90 PD-TO-DT 57.50 57.50 57.50 57.50 57.50 1261.00 55.50 0.00 370.90 2474.90 THIS REC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 274.20 0.00 275.20 NEW EAL 0.00 0.00 0%00 0.00 0.00 0.00 0,00 0.00 0.,00 0.00 METHOD OF PAYMENT AMOUNT \LMEER ----------------- -------- -- ------------------ CHECK 274.20 10368 TOTAL RECEIPT 274.2C ENCOMPASS NOTEPAD - 10/12/07 NOTES FOR: 07040100 - P1 PAGE 1 DATE TIME NOTE TEXT OPERATOR -- ---------- -------- 2007-10-08 15:25:57 ---------------------------------------- Revision: 10/3/2007, new plans for new ------ vdclan model submitted, additional square foota age will be 1357 square feet; this also includes the sunrocm chat had its own Permit number but has been voided, pro- ject never started. Water permit and sewer permits were purchased previously cost will be the plan amendment fee plus additional square footage, vad. 2007-10-08 15:28:05 Addiicnal revision notes: 10/8/2007, vdclan the original cost of house was $188,000. The new cost for she revised plans is new $229,000, vad 2007-10-12 11:00:13 REVISION: 10112/2007 revised the permit , vdolan date should start on this date, °active today as far as the time frame this permit is good for. TOTAL LINES OE NOTES: 17 CITY OF CARMEL / CLAY TOWNSHIP WATER / SEWER PERMIT / RECEIPT Permit #: 07040099 Date: 0411312007 PARCEL ID #: ZLSP80 LOT & SUBDIVISION: 8C LAKESIDE PARK ADDRESS OF CONSTRUCTION: 13836 AMBLEWIND PL WESTFIELD, IN 46074 PAYMENT RECEIVED FROM: Name: DREES PREMIER HOMES CHECK #: 00122229 EXCAVATOR INFORMATION: Name: JDH CONTRACTING Ph. #: (317) 839-0520 Fax #: Email: Street Address: 6109 NETWORK DR. PLAINFIELD, IN 46168 Band Expiration: PERMIT TYPE: USEWRWATR ; SEWERNVATER PERMIT NOW51t.onaulion5: LOT 80 LAKESIDE PARK, WATER PERMIT * NO NOTES " The buiMing & Sewer Shall he pve sewer pipe meeting ASTM specifications 3034 SDR 35 of latest recision; or vitrified clay pipe, meeting AS I'M specifications C -7M) for extra strength clnv pipe of latest revision unless other materials are herebvpermilted in wrilhtg. The sewer shat] be installed in accordance with ASTM 2321 for pvc pipe and the Uniform Plumbing Code for the State of Indiana. All installations shall be in strict compliance with pertinent City of Carmel ordinances. Back Water check valves shall he installed in accordance with City Code Section 9-122(a), and sections P3008.1 and 2 of the International Residential Code. All buildng sewer shall be 6° diameter. All installations shall be "a en trench" inspected and arivroved by the Carmel Sewer Department before my hackfilli? is done, Non- compliance may result in digging up The sewer installation and!or denial of future sewer permits and/or denial of water connections. No footing or foundation drains or other sources of ground water or storm water shall be permitted to enter the puhhe sewer. S-wcr inspections should be requested at (317) 571-2648. one to four hours in advance. No inspections or installations will he made on Saturday or Sunday or holidays unless arrangements are made. at Icast 24 hours in advance. All plumbers or contractors installing sewer (or water) line& shall have a plumbers bond posted with the CITY ENGINEER'S OFFICE- If any street .nisi he cin. a senarate street cm. nermit shall he nhtained. APPLICANT NAME: LORI A BIRDSONG-HENLIN PAYMENT RECEIVED BY: FEES: $1,310.00 Regional Waste District SF Residential SANITARY SEWER PERMIT 703732007 INDIVIDUAL LOT I EXISTING BUILDINGS Permit Type Final Lot Number 80 Lift Station 23 126th Street Station Treatment Plant MIX Subdivision Lakeside Park Builder Drees Street Amblewind PI 3 City Westfield Zip Code 46074 County Hamilton Parcel Acreage Interceptor Fee Employees EDU Fee $1;650:00. Square' _Footage:_ Application Fee $160.00 Fees Due $1,750.00 Invoice Number PLEASE NOTE: Installation of building sewer shall be per the specifications of the Clay Township Regional Waste District (see reverse) and any conditions noted below. All installations shall be inspected by District personnel during "open trench" phase and before backfilling with stone to twelve inches above the pipe. NO footing or foundation drains, or other sources of ground or stormwater, shall be permitted to enter the District's sanitary sewer system. The District will assume no liability for drains which are below the grade level of the nearest downstream manhole nor for laterals which are extended beneath driveways or sidewalks. The permit holder (property owner, developer or builder) will be responsible for damages to the District's sewer system. This includes damages to manholes, castings, manhole lids and the like; caused by construction activity on the building site which is the subject of this permit. Inspections by the District are MANDATORY and shall be arranged by contacting the District's office at 844-9200 24 hours in advance. All new construction will be placed on billing six months after connection has been made or when water is connected, whichever comes first. Lip-LIP-525 9LP-524 Down The building has a: Grease Trap No Grit Interceptor No Grinder Station No Slab Foundation No Crawl Space No Basement Yes Address Number 13836 Lid Elevation 917.21 ft 915.29 ft First Floor Elevation Basement Calcuiation is based on both Manhole Lid Elevations and the eie va5on of the 917 907kO-ft 907.04 It F 0.59T- _--2.51 1 Per Ordinance 9-13-99 and the elevations provided, the substructure shall be plumbed by:. P mbali-with Grinder Pumps Ins led_ a District reserves the right to inspect all sum p pump connections to ensure no illegal connections have been made. L Manholes shall remain accessible at all times. Buried manholes will be corrected by the Developer/Owner. Conditional Permit Terms: Plans Submitted No Two sets of plans showing at least one sanitary manhole and lop of casting elevation No Connection No NO CONNECTION to the sewer until further notification. Certificate of Insurance No Certificate of Insurance must be on file with CTRWD listed as certificate holder. Inspection Notice No 48 hours notice before work starts on manhole core drilling or cuts of active lines Fees Paid No All District fees will be paid in full. Plan Review No Approval pending Districts review of plans. Other Permits No Copies of approved permits from appropriate county or city No Occupancy No No occupancy until further notification Fats, Oils S Grease No Fats, Oils and Grease Facilities will abide by District Manhole Core CTR%ID By signing below, I attest that I am familiar with the Distr 's specifications and agree to accept responslbility for all work done under this permit. Builder! Owner Signature 4A_Phone Number Printed Name -X 0 t= . M c 1'? , i L r `1 Permit Date 411212007 Revised 2128107 Permit is valid for ONE-YEAR from the date issued. Permit valid only with C RWD seal in red ink. LAKESIDE PARK INST.#200500048185 LOT #80 - SECTION 3 CITY OF CARMEL, INDIANA 13836 AMBLEWIND PLACE LOT SIZE: 10,916 SOFT. CONC. DRIVEWAY: 1,193± SQ.FT. PUBLIC WALK: 306± SQ.FT. PRIVATE WALK: 391 SQ.FT. SEFDING: 4,565± SO.FT SOD: 344± SO.YD. 0 II \I PLOT PLAN PREPARED FOR DREES HOMES HOUSE TYPE: DAADSON - "B° - ,'TULL BASEMENT OPTIONS: - 12'x10' CONCRETE REAR PATIO - 3-CAR SIDELOAD GARAGE - SUNRCOM A. .•11111 DIDI1u. °()4 .......... ?G •:Z"?GNoF 40 •. LS2030()026' Tk 1 1. STATE 0- ? ••ti, • 7NE.......r• Q? UPSTREAM MANHOLE 0525 T.O. = 917.21' x U 0 GRACE FLOW-IN-EX AS PER PLANS TYPICAL SWAL SECTION f? ?! I i I FRONT DETAIL OF TYPICAL STORM WATER FLOW PATTERN FOR IND04DUAL LOTS NOTE, BUILDER TO ENSURE POSIB'A DRAINAGE AWAY FROM STRUCTURE(S) lI I ' ( J I ? I 155 94' ?' r 1 9110 . 916.0 ' 515.5 ' N ? I !! 15 D, U. k S, E. 815,5 77 W I rl ? 916.5 aL 3l' 1 I 2 J I I PATIO a ? ?PROP y X ? T CJI M1 4725, q. 12'x10' '-CAR GARPC,_ I DRIVE S ?' ?^ I ' 2.C?' II ? I 10. A2 PROPOSED N 34t ?sm m RESIDENCE sa sloe ! f I m a ' F.F=3178' h' SAN. ' R7 ?bm I _ z BSMT.=507.8' n _AT ' I 26-00, LOT #80 11 458 10.916 S.F. - I sump DRAIN 1 y ? 9'•8.5 x283' 2fi,p0• $ z 915.5 'y d 26 a0. I +'g ? 915.] fry 1 ° II i36.95 -r te Tll I I I? 000.0 PROPOSED GRADE 000.0 - EXISTING GRADE DOANSTREAM MANHOLE 0524 T.C. = 945.25' NOTE: URIC ENTRY TO CONFORM 119TH CITY OF CARMEL STD. THE LOCATIONS, DIMENSIGNS, AND WIDTH ALONG THE PROPOSLU PUBLIC SIDEWALK WERE SCALED OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS P.RDVIEED. - VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION - IT SHALL BE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO VtERIFY THE BUIL71NC 'TIMENSIONS, BUILDING LOCATSONS, T'.E LOCATION OF OTHER. PER-.3NENT r EATURES AN' ELEVATIONS PRIOR TO T.iE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN IS .OR SECURING BUILDING PERMITS ONLY ANL SHALL NOT BE USED FOR ANY OTHER PURPOSE. HIND SURVEYING d L KD DE\TLDFM.ESTCONSULTING I ??d +?' jI WS %I DHAMLAKEDRIVE ?} /' IW'UTA\APOLIS•NJOIANA-0fi23= e?U?lfy x-19 ?? PHGNE: (337};,90-1290 "POWTiN'GYOUINTRER[ORTDIRECTEON" FAXo (?]T)-250-[49'v DRWN: DJK JOB#: 07-404 DATE: REV.: 10/04/07 SCALE: 1" = 30' ZONED: E.F.E. HSE: 917.8' ZONING: SPECIAL SICE F.F.E. GAR: 916.9' REAR F.F.E. 6SM'T: 907.8 \ 1 I tY. f , 914.1 I I v 19.22'•. rJ loot jie .51 916.5 ! ?F + Its a g16% 'ip D'Al r U s 916.6 (o llle l" ?, r" '? \ + 0 r i r ;r : 916.0 915.6 - 'i J, r 916.1 K' l iI y ?+ C lvq 915.5 r 'f 1 L o8 I ITi i f / rJ7y r.: -_?a'.• ??.?- ? -? i st l?t`? v ,` r ? ? h U :? X m rte' 5 + 915 • 62`e X/ ?t ?r?i ' 915.6 78 915.6 I 4, r a (r 1 ?? ?--f? r, ? ?+ i it 06.3 T-A ot. ?I J , T , 912.2 83 4 f0 -? - _ } - - -- t , 915.0 T r ?? + 6 . i ' I a a. LI > 77 s j r lr 17 914.8 - --- V. I r f, I ill - L- - =?--•=- ;.?.,?I .? i +?84 sass ? a I. \ ?VJ 1 915.0 + I= :: 1 I: IV M m lD N N N N r m vi n? Ul Ul m N ? ? c?vcarmni a L " ? a j ? Nr; v,g JO lST :,PAN TABLE LJ '. 3o P:F L - _ _ '13 PA c I /\j ?? E _ C E ?'ROE /L "O.C. - -- @32" O--. .(- ,m I0008C L_O /6 - ?2kFsS'O,PINE ?.2 ij I$?,,2 JS'-7 -Z' 7'-/0 I ? -- 2X1O o. P;n/F. #?I 20. 7.. 22 S ?Y.v .L'PF2 i J3-!>" /4-lJ„ -- - fur S, - 1 0--- 2Xlo SPF l7'-2 i9=o" l9 S 21 4 2X8 qem-F!R 14'-<?" ? Is-1" l6'-7' PX/O MEM-FIA !1 l6'-/0 " 18'-6 /9'-13 .i0/ST SPAN T,48LT < 4o PSF L. L.) jPACINC), -SPECIFS 2 CRACE; C. 12 "O.C, /G'-bv:oBt., 32"O.C. DOVBLE - - P ZX 8 :O NE - 2 lO Jti J l ' - J 6 . i J o - 4- - 4 - $ - - - - - - - -- -- -_- -- - 15''- .S 12X10 SFF2 IS'- S 17 .3 /7- 9 .9 HEI.1-F L / !MOTE ALL SPANS A -E CLEAN SPAbl N 7 O C F rn..d N< w ym ya W t?J r N z 4 0 m S K m m m x = O 0 m T L O O O M m m RI > 2 0 O 2i 0 .c N x O m m a n 0 m 0 v. N 0 m z c l? " b4l1`312Mb 11:22 3l (3`j It Apr 116 02 04:11p HRQuest 317-501-8856 TYPICAL 9' PLAJN CONCRETE BASEMENT WALL. WEBER CONCRETE CONSTRUCTION, INC. 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This no is dbr C-Ciorawftn wd km" alp 1br mwrm f, raae ?'rq -. - , , y ? , J)- Ju, 1?"hier,Nrrle'siglX:dleri T001is1 btilla"n eidiA A'$1G:16116C1rKJSrttlwlli pwctarG l®Ci. - - .' - - 4)PICWTdah231 wa,3rx?1a;„e,ws)atrva;>o lr?dap pal?a?EapdmTle?adL'g 3p31p 1?PdI h1,Nld'D41fd 3tiup111dlJchp It - ' 5j fib7ruFSIttlF rag Y1 ul8adSla bT ft 2D38 kXaiwbG Rdslb*W Coda sacSpc FEMIT.1 mid NB02102 enC rtlca4YF1?s4vrdvL PNulTPF 1 . - . b]If Cre sl?s.6a' rS 51+mM an T2'LM1a}c uP w dRt"REAC.-110,w 5 dM barmlg M Wldd ca5da 3,4. S. 5, 7, e; a 8 fto IM pig . ig3trdNfidfva3 case adl to 'P10vHanietltatural MMOCIlm.' b'.. wtl? Mb dpff--- ? n cn TY7TW SW5.dptla dp ft wW pg ' ?retralYdYiBa eaNeckccfte, ldar2 W,6.dd Be 6b sw5m dt wmg *Hem mm* n di dEeS Ntf 1IHN/ . d o dmee Igae? gwarstweaNm?aaa sg DC3FO 7IBwd.rs Carpm"t salE 5---1,edax* ?.?`' L.H I "rai, ` ,?? v WAD CASEM Sbxt d p1 TER s _ STATE 0 ? 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ND. 60910419 STATE OF MAR 0 3 03!07/2006 17:16 FAX 13177383440 DAVIDSON IVD ? Z4RING I?J004 1 SN UTA- 3u'. Sfr?- 3n0 MtT.? YG Vt20= ?/MS3Y- 9-0-2 17-6-12 261-6 35.1-6 2 8-6-1D g-fi-10 M-P ds [%,Y1 1130040-0{(, r?:p4a00,341, IF:04-9.o9-M1I.6t0-606p4t LOAOOYLi ?Ij SPACM6 7CLL 20 3 0 2-0.0 C51 OFD. n (loci LHe1V U4 PL4TP.3 GRIP . P dlFtklueasa M 1,15 7C 0.33 ?49/190 T 10.0 LuMlllnWgie 7.15 EC 04t V?) -DM HJ 'm 190 0(XL ao R* Sews Ina YES wH aa9 F9crµTL) am H Na Na BCDL 60 Cod. tRC2cowr p120m M1akp; Welyit 130 b LD1*6 BAACM TOFGHFID 2%9SYPW.1 GHORD-2%4SYP N0 3 TOP CXFD SSUC4ualumysirpg[?mg dmsdy aAA m42-14 oc pu0&s. WEB . 19f$S" 2 % 95YP M72'Ea ?C{iCF1D Pj7d-Sv dke?dv aPpkd or 92-7CCkr:Tjel- M WI2%93YP Ab9 NS12Xd W1?5 1 Pmw al m? D-L'F'L S. 5YP NM3 FIEAC DNS P,-tej ?i31 Yih38, t6=13111LL98 Mm Fta 8=321(" care 5) Maw LPOMBs3540k rase 61. FL359(bed rase 7) rvlfCES (®i- Maomun CmJVO elpy4ay4" Twm$w, 70P CHORD Aa=U24, B-C-213yM C4 ...ISmw. D i= ia%)507, E-F>73505E07 . 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MAR 0 3 20M -¢9-?2 5.8-0 10-747 ? 17_6-1? 29-3-1 ? 29-5-e ? 341-8 3?., iira 0-9-12 5.0-0 52-7 6$5 ? e-B-S 52-7 5-6.0 (Y9-12 S.6 nrs20= Sob= E 03;07/2006 17:16 FAX 13177353440 DAVIDSON M , ZARING @005 JJD Truss tines TlPa CRY Al P'ees?Da-iiomllNl OFDALU40 C CO.W4011 5 1 Attk 51;5N "JpW FP In IN 46i 31 6200 a JJ 1S2Wfx ArfeA Ir??ie? In¢ Tua F? ZS 1SS$05 2005 Pap 1 -0•&?2. &45 ifrS-12 ? 2493 1 33-'A 33 0.9-12 9.43 &2-7 3-2-7 8-43 9912 -i36 s,suixo= 0 zpu 1z seamlam \ ? vtm ` Yn w2 c e a r ixr MRp- K J 4 N daS1Ta0? 3Y Ni20= ffiMRO- MAfRp- gat Af1'J?= - 11-2-6 21.11.2 3318 11-2$ '10-0-13 11-2{ - Pp,¢ p 5eb G44U D3-01 ? o- '3Q00-0-9 )DAU]NG(pg TOL L 2 0 SAAI 2-00 C9 OrFL in f'441 Y4c9 VI PLATES PLATE$ GRIP GRIP 0. Fldl§SgIClr TIE TC 0.4P vw" -am FH 240 TCDL 1UA Llmlf^i IrRT9ssg 1.15 - BC 0.53 VM(FL) A65 F-H ? 180 DOLL a.a R* Gress LKx ' Y6 ' W13 M43 KIX T R07 F r1?a Na BGDL' 6.0 G,de lAc20LVriPlivO2 fMaI Win: ISEb LUMBER OPAGrJG TOP CHI 2 X 49YPIII TOP CHORD Sbuct"nootl slwae4V jrc,y OppLtln3'-,1.11 apuil'an. YF&S 2 X 4 SYP N0.1'pf?pe 8 11DR0 111 d?7bla g& 15 ccbrdu?g W12 X 4 SYR Na3, W12 X 4 SYP 14.3 AE4L'n0195 IN'slie) BI F-12 LWIXW pEalt 1ipRE?3Rlltgd L95r 4) Vai ilPenE 3trll®d ase 5), F_-33TIIwtl m4e T) i'011CE6 p6j-laasm,wn Gann -'- ""-us Fenaim TOPCHOFC A-0-924.6G:-1911F.N5, G0=S&' S,bC+tb S;E-Fsf9t1154B FG?Y26 i OOT GHOiib B((sJ(y1154T.•I-IF 123'10Zl l.b-1Z3Y027.1i-b 123'302Tf{b3i1115/l Y4®4 .Gl a-dRJ/3?3, A-iC 23fi(fi90.OJb23Y&i0. E•H-?fV323 " ilOTF",1 Irks - - .1)IArglat d(d](yak l'-•'p9al.mreH9lQ h --a lgn - - - vI. ?YYfr1d'ARCs'a-h2.'>Ypr#15.? )k TCDi-flOpt, BtGL-3$si: C,alfgo,•V II. 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Al ?1?e ' - ' d5 ?ard•d°il'e.Ra Ule?tt$r5e h+kbe cotle lIIOlIIB-dS.rrlsb3ui'mednni marlae>e aeRld,arrsll blioafllti - 1Nitg111111. , 6,!rb? dnamaceraeexearealhersen,r?ernmesain.aacsai,..seeecal ti? eNL.HE / y S'., , ?`. l ??? ...„„ '?? ?STE % v LoaD CASFI?SIa?v! . (7 ?[- ? ? `7a _ No. _ - - _ ° 60910419 c - t STATE OF t x . - /1 !111 uful'1% - _ LIAR d 3 2M 03/07/2006 17:16 FAX 13177383440 DAVIDSON IND 4 ZARING 111006 Ji0 T s i]i]Trm Typo EF/ !Pry drsalQai 3 1 uAUALU40 I CB IGABL E I ! Jab Pd. fa95aan11 Sled ",6V &,M, FrarJd IN 46131 &2110sJW 13 13 20]5Lflek bM eyes, Inr. Tue Feb 29 15U5U12005 P.Q. 1 -T9-12 165.12 3 3-1-8 *11 0.9.12 16-6-12 1 6.6.72 0-&72 Scbs?t:5T.9 4e4 Mf2Y- 0 7w It N p M O , A K s T ?Mrm? 1 HI 1 ] DV G 5 0 0 W f ? % p I r D 2 ? nA I e { Aa I A A c a4 Mr] u AY M NY a & AT M Aa AO M !A PN AM Fi AX N u M AG w AF pD atl MRP= 5a2 Mt?? Sd kRt»= - 33-1 3 33 1.8 ? 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"n 7lu Eire bdeskpletl h aaiXdata YAYi tia 3YA k5erflatdtal lle5k$lllTl Carla sec5ars R502.i1.t ad 11BMJCL2 a'd rmar4d MKIMd ANSUM 1. yn. 8) If ft rerAm roactiT Ol m to 7Aat GpWr Se d ft 7MACilONS'sedlm dfbtranilq an for load nuf 3,16, 8, 7.9.de0ar teyare bO ?TATE OF ?y/'T;??/_ resup of *d bd ar fW'Prm!da med=ld CMeCtm..'b'..w*mad=b tpli8..'Irde h2W NOiES•SOCSOn oil= dally maybe '' ?. F dsregvdd%ty a dtetk d to buidry coda rod 5640w 4te9.n doeanot reset henregmaeasdre015ea: . B) m .mbai • , AL \\ D A LOA C MS) Standid 7 AR03m I ' I I 'I PARK SUBDIVISION FIRST FRONT UR SHEETS = 1 D D CARPET CURRENT CHANGE ORDERS I N INDIANAPOLIS DD CERAMIC 10 REVIEW THE FULL UST Of DIVISION APPROVED STD PLAN CHANCE ORDEALS CO 10 THE , ?0 VINYL FLOORING MAIN ARCHITECTURE WEB PAGE ON DREESNET AND CLOCK ON 'CHANGE ORDERS' AND ?? EXIENIOR TRIM SELECT DIVISION NAME. n? BRICK CUSTOMER REVIEW SET ?? SHINGLE CONTRACT SQUARE FOOTAGE °O CURER WER LEVEL 0 ] DISTRIBUTION FOR CONSTRUCTION: [) ? RW1IH FINISHED LO REISSUE #3 PER CO#: DD OD SEED INSIALLER FIRST FLOOR 1816 REDRAW/REISSUE ISSUE TO: EXCAVATOR SECOND FLOOR 1696 nn VINYL SIDING MARKET MANAGER: an FLATWORK - TOTAL LIVING 3512 _______ 1811 OPERATIONS MANAGER:------ UNFINISHED BASEMENT GARAGE 667 CONSTRUCTION MANAGER: ____ OVERED FRONT PORCH 36 C ¦ BUILDER: ___________ PATIO 120 ESTIMATING: WARRANTY: ___________ E HVAC RE--DESIGN REQUEST E NO COMMENTS SEE COMMENTS BELOW REISSUE #4 PER CO#: COMMENTS: HVAC SHOP DRAWINGS NEED TO BE REVISED AND/Ok CN.CWATIONS NEED TO BE PER ANSI Z76-200Y REVIEWED FOR THIS JOE. THE FOLLOWING'CHNTCES HAVE BEEN MADE: NOTE: FBSMNI WINDOWS/DOURS A. READY INCIIIDI:1) w/ FINISHED LOWER LL`IEL OPTIONS. / . LMNG AREA AREA OF HLOOR PLAN MEASURES OUTSIDE OF FNWIFD WERIOR MAIERW AND INCLUDES; Mn THAT EMEND TO THE MUTANT, STANDARD RETRACES ON INTERIOR WALLS CHASES. WALLS WMWN MM THE C^RAGE. T DOES NOT INCLUDE: WINDOW SEATS, VOLUME SPACE. PLANT LEDGES. COVERED ENTRY OR PATIOS, INACCESSIBLE DI SPACE, UR CANTILLW;HED HRUPLACLS ON LO RIOR WATTS COURT THE 5WRS TWICE ONCE ON THE FIRST ROOK AND (MICE ON THE SECOND FLOOR. 1. WINDOW/GLASS DOOR CHANGED: - CWNI THE PASFMFNI STAIRS N UNFINISHED LUSCMCM OR OPT FINISHED LONER UAL WUME FOI OPTIONAL LMNG MCA AREAS ARE MEASLHLD s L AS IMIG AREAS. CO To OLIT IDF OF FOUNDATON MEN ENCLC LNG FINISHED SPACE IN BASEMENT. ONIY INCIUDF MOVE GRADE SQUARE FOOTAGE N OEM GRALL CROW GRADE SOLMRE FDO19E IS CALCULATED IN THE FINISHED LUMIR LEVEL SECTION SECTION 2. SQUARE FOOTAGE ADDED: - . - CROSS SO. F. TRIAL: AREA OF vM (rl FOX)R LNNG AREA . CMAGC + WRCHES f UNFINISHED, CAnnc["'AREA OF CARACE MEASURED TO ONSIDE X CRACK. BUT W15 NOT NCUXX COMMON WAILS RFIMFFx CUSTOMER PLAN REVIEW SIGNATURE HE TIME AND GMAGE PORCHES, AREA OF PORCH SIMS COVERT[) HY ROOF. DOES NOT NCLUDE COMMON WALLS BEIWLIN PORCH Iandestanl pXA my new Dnc Nome aM he Was in gennaT eanfOsromt to the iliohom seietllom m th P m a st A M n f hi h I h ATTENTION : Items drawn on any drawings and not written in the contract selections will not be included in the site specific drawings. 3, OTHER: - AND LMNG SPACE / CADGE HE AE SD. FT. ARCO FLEA 6 ME IA RA g51LU 10 QU A. OuuC GILT A IAC A R AND SECOND FL00 NEATTER O. CE . COUNT ANC SAME TD .11 IN LMNG AREA. EXCLUDE ME STAR R ON THE!, ENE F,IXIO HONLY APPLES TO INITIALS AND N T , P ns, shat a e u ese m , o o w Am c url TAT, ,[ 0 op?Ienedt." town". an 0,an °u°:; M d'Pue,M1.Yjelta vilh the m olt am °° °PtOI. The Nha°nlm ta,. am wll du. only the aPC. I M°'ld my a<4clion sheets. n \/TEN CUSTOMER REQUEST: DESIGN SOWTIOW REASON FOR MODIFICATION:. COMMENTS: That, T E "Tplat,pla. foe my Al y be anishlold that E R Y PLAN INFORMATION 1' (2) CEIUNG FAN PREWIRES. LIGHT FIXIURE W/ SWITCH, DOUBLE OVEN I. NOT SHOWN L LOCATIONS NOT SPECIFIED ON REDLINES 1. PLEASE CLARIFY LOCATIONS AT SFIECIIONS O adj eel an the No. to t e station of The hau me rely secs, th a to The no, oavlun of the U, b an the I°I 1 Iome Milrr os odH a Monte zM That Thsl al amyrms Irma ,'X ela M OuiX e Iv any o\hc+ Been " my Dom aad sp T m a ? NO COMMENTS SEE COMMENTS 2_ % % 2. X . X 2. X X 2. % ' % stUuradTi e is pup 1 it N its Ow sonevn muy "Law dote wary hrme OW is as ib own set of unique Qn w.Axma that most ha dnt wan as the Ian. Pe IninR 1I CUSTOMER: DATE: CUSTOMER: _ DALE: FW \9`\o 5 G°?l`' ?Y eyQ?\G`5?\Q ,13a C9? 'CE E - DIFTIOMM RETIED! I' MM" A!q W-930111 PINti r n n BUILDING DEPARDAENT DRAWINGS: O w ?O STAKEOUT SHEET OC.I nn TRUSS SHEET 1 4 nn LUMBER SUPPLIER SHEET 1 1.0.01 - (f ?0 DMSION/ESTIWdING SHEET 1.02 ?TTTVVVV ?IJ WARRANTY SHEET 1.03 ? rr E10 BUILDER SHEET 2.01 j J nn ROUGH CARPENTER SHEET 2.02 v nn CUSTOMER SHEET 2.01 ,w [1-. nn SALES I SHEET 2.06 I FOUNDATION n( SHEET 2707 _ . ,.....,. SurrT ADO REISSUE 2 PER CO#1!: `_u """ rwMB ? O Ea ' SOLDIER COIAI$ P/NEI E HOOF 0 MRIOR PANEL FRONT ELEVATION "B" SCALE: Ys• = 1'0" r1 Mhom% A?L f"t n,r 1111 LT I, ,„ , 170. .- ---- BDE I Sheet 0.zrn*E - ANOLE CLEAR SPAN O Fi.-6FE. 6R.-6Fi_ 9• gomge do., 16' garage door' WOE w/M ING DOLFM (H 091) SHAIANC • spec provided by stmclur l engineer SCALE: 1/8' = 1'-U' "' men F -- o -- [71 0 T ID 11 u 3 I^ 15 16 ri I6 19 MINIMUM REARING s1 4" 4" EACH END .5/16" 4' EACH END K3/8, 4' EACH END ' ollPChed 10 4' EACH I:NU oder 0h Uc bolts 0 I'6"o.c. I• 2 IA6FSmF PARe I Cho.} Nn ,z RCICF SHINCIES ROOF SHINGLES MORTAL Slim I I I -------------------------------------- GARAGE SIDE ELEVATION II scale >6^ _ ,'a' ?------------------------------ 12 lxX IICI?Q`RRL I I DROCKIPL SIM )TWOR TRW NcOF ANG ES I --------------- I I I I , I I II ----------------- ------?-------_ ___? w? ®w w w ?w IkUR ISid Nr ------------------------ SIDE ELEVATION SCALE: V = I'O- CONNIR INIR IIONZONIAL SIDING 16 VNIHHIC BWD HIDI I. ske1 DF Apliun- SCALE: 1/5' = 1'-O" f.A551F Ir II I I 4 E M O I O T W r? l./ 1 w o -- EI -- le4 a- 0 u 0 ilo ,2 31 Fl-41 ,5 Ib ,l a F9 1. laf?3-o7, cis, msioTdn ["H inn suu vexe Shooi Nn COMM IAIN I KRIZ NAL SIW REAR ELEVATION SCALE: h" ? I'D* "m'? Drees Homes rAC'0RV Sid Rf 7 .7 I SMA eesr *p SCALE: 1/8" = I'-0" TJONS COMM 1RIN NOItlWAL AIDING se-578-seas O i-j T I?I? rD W P4 0 0 a -- m ll Iz 13 14 IS Ie 17 10 iR 1. N-WAJJ1 CIS, PER WRK IKKINR LAKESIDE YANK I I I I I I I I I I I I I I I I I I e- • 4WD LTIC55 a- 2'-6' ' ' " bWN1D - T-1P? B -O? ` I I 1;,v T. U r _ I _ 7 0' aam Key Nales BASEM"NT U LAB COfNROL UANT t11 A _ 0 9Ni UMIHDI ml IF BE MILD DIRECTLY NNDCR 51111 111 4 H STEPL WS SEAM H1' {0 i15" CCNPAEIE PM _ ? v ?' . Ili ®fiwselislV BEUI POIX(i -? WOOL aAO 7D LE HER A NIMMNI EM 4' 1 TOP 01 I(CRAMDX AND 5 10 90PE 4 o ROI JpNi $A _ TDARDE OWE OCOR. I ® MW I FROM COLNN IN G"C AT 1I BOOR (REFER 10 SHEEP 201) .. 1 -aw LDNIRUI ANT MI WIND AND lIXPII717pN-DXLw ID RL FELD CEHUNED. 0 - 1 n-1' Amu AREA uoPED 10 I WITH 2- LOWLR TPAN Tap or SIAD - TO C.L Of DRAIN ? 12'dl2'd' DEEP POCKO FOR GWII FIO(Ik S'uPIMWI NFMNI m ff FIEL oER 17Ywm SILCC RpLIIRM- _ g_5• -? - L 7< x ULL VASEIAENT [IUD T OP OF WALL 6' ELLOW ME IFFOUDATIION WITH SIE4 PREIRLD D1T 24' MINAND Lav To RRRN No WHCH ro uL Or EDIUUN ? a Cq WIN 1 , ? L 2 231 ' .C tJ 3 1 I t2 4' STEEL COLDINN - Wtlr71 9111. BIAL 1RCx21 S1ECl BEAU 1 q?v'vvv 13i ?? _ - ' I I -Y" SLIMES NIB CMM)LRB WITH 1.9K-LI>"AI€.XFM FIWH EHAM LOEATpN INSTALL AS 13 RCWR Df HE `4 SIfN. UXllNN _J \ \ 4 \\ \ 3 TO GI DI GOI AN IS __ . 1\ ? \ ifs I s o 1 ti 2,4 Hg1CX FOR SgEWAU( SUPPORT. a5 NOTCH WITH STIL SI D I T - L L D D OU 24 MINIMUM. 17 -`= m S 9 1101D TOP Of IIUMCN I BELOW TOP OE FWNCAIICX NALL WIRI 514L STRI DUD 29 lb - ! i? 71•_0• 20' 2• i1P. ` LNL AND LOP IG RE10RX INTO IADWII a 3 u BASEMENT -f D s k cw-,.?? _ _ MI1121 9Ln e Ter. UNEKCAVATED I z d• sTElr cLLUUN ? r =? m 5 'I ' 94 19 t# 51 7 -- .. M .. 1-1 C) UNExCnvla7f.0 II 7 ? ? T r - - ± d ------ __? L_ _J 2-y2 B-4 2'-5' r-H Iti-U 2-6L" V) • 12-92' ' cn- _,1 71 54'-9" FOUNDATION PLAN C A 1. 10- l ,o . u,, ??,Iption 1. 10-05--0 07, CL S, PER WO RN OW SCALE: )j" ? 1'11' 5.[71 502 Z 3.. 4. use: Sid. Bv. DDT 51r,1 k.nvIia¢ SCALE I/B" a I'-c ww rpwn rester rei????.e'r;i..?ae.., nM". "''"'"- i?rrnnr amv Chm{ 1Jn 4070 IMRESS STARS 10 BE QCLBSEO W11H FULL HEIGHT SATES B 16 SIC. AND ORrWNIE0 01 ?0 7ARdRL ONLY TO KU N €IF ME 2 UN 0 0 n L'J S'-0' CEAUEIER AREA SEOIV 10 DRUN 2' LINER PION TOP OF SA 0 9 5 NFS AND CRINOENS Will LIDS-110W REAR WU DRAM IUVAJON. KIN) AS REWRIB BY SITE 0- IU -- I1 l7 -- 13 -- t6 -- I6 -- 17 -- ttl 19 BASEMENT FRAMING PLAN SWE: Y, = IV' ¦ YrnC house: ISId.. (q. BN I SNcvE Ctxii Lon: SCALE: 1/5" = 1'-0" Drees Homes I A(f1RV cnk( a ?, BASEMENT FRAMING PLAN 1. 10-0}07. M. PER WORN ORDER 2- 3. LtsLmc PARR Sheet No. 1sw-nnen-nn •4010 ECRSS UNFINISHED BASEMENT )-1P,5 9ASEMENT r--, r- - P.S. 0 BASEMENT r°--1 I I L__J 3d Ps. R? ---- ----- --------- S 7 ? r BASEMENT MECHANICAL PLAN SCALE: S" - I'0" n TT I Cy Notes ©O'-O' MWEIEN AREA SLOICD TO )%4N 1' LONER 1PAU TOP OF SIAR A/C UNIT ??II LJ 10 CKM Aw. OLTLET N J015T SPACC EON AN WILL GAS HIGH 3FIaNOT 11410! HEATER "VV4wIE LOATI7n OF PL011SING STACK LOCATE AS NM 70 KEEP CUT OF NASUCD U OR PH IRE FINISHED AREA ERIC 110H] TO IOIA,' d IONNEkIIW 0 ®- 75_1' O- t YS'-I' O EMPS AM C9117 S VAIN LTS-1f 7F NEAR 8602 DEAdN LOCATION. INSTALL AS 10 CL OF DRAIN ROMPED 3 FURI O DEDCATED ORCLN FOR DN-0 DCX P.S. FULL BASEMENT PC- Mechanical Legend WIT A PHONE JACK -TT-- FLUORESCENT 00 I HOME OFFICE DRi ET ? UTTER CAM UGHUNG _J LD 101A OIIHEN Ca MOUNI[O Taff FIN. © FAa EaCR ROLGH-N (}+ wNl uWRNO LwMN FWI. 4 a MIRTMENT CENTER OINLLI p RECIMTO CEUHG LIN E NAIL CUILEI CCULE SF)Tm ITAT. S? RFAIHFRPROCF OFF If I CBEcum CAN LBHT q? 220 DULLY FIN Nicm Of? GROUND FAULT ONLD WALL SCONCE N 5-6 AF.F. a FLOW WRO OLD.. MID. EAPw EARL Q FAOF IRRSWAR m ® WALL VT 67uUSI FAN w XLE POIP SKu Q S1.W1KE aIECIOR 3-WAY SWITCH -I- HOSE ON ar' 4-war s1WTCH o SNOWER HEAD UNEXCAVATEO ® SIDY, NOW, A SWIICH FM 0 GAS LOOK UP FUTURE FAN/LNm CIALITPARN CENTER, UNLESS OTHERWISE MD FLOOR NAN NORUI CO OEYLCTCW ® UHAn FAN AND LOU TOWEL DAR , COWNINATION ? 10I PAVER HINER Sid. Il DDI Sheet Oeuriplioa SCALE 1/N" = I'-0" 1. 10-lk-OF, GTE, FEE WORK ORDER r. 3. e- mama LAKESIOE PARK I Shea{ No -°I LAUNDRY I z?z ? x - 21" 1 f- -62 1YP,1 N DINING - 1 H ROOM I D7.4 FLUSH RIM-1 ------------ L -TAPING WALLr ? ' 6- fie. o r° STUDY LIE -' 1:1 u ;-IP I2-0'l 7-B' # 2A, r la'.lo-' L u x L I J7-D I .? I I I -' 19, 2. ROOM N . 10 OPEN lD A874 C1 _ - ? I 4 \ b I \\ I \` I / CHAN16: NHL. U i 7 r L GARAGE H --- N _4 Cla ouu -?---- ? 20' 1' FIRST FLOOR FRAMING PLAN scALL: )S' ? I'D' rwwe. F?WAO nC Drees Homes 171 A MPV 4 1 \? EWING ' 3060 S0 JEW ' 912 -. LIZ II SUNROOM (7)1-31 116 LYL -1fi INN ?WJ WOOD GN r 23-H' rV BREAKFAST 7. RUSH ?r - 3•_I• 9'-1f- wl ---------- S41 _ III I R: 4 FOYER - - w C ?7h Y 11 -(•? - 54'-s' SEE SHEET 2.06 FOR LATERAL BRACHVG METHOD INFORMATION W By, 11 Sheet DI-netu, SCALE: 1/5" = 1'-I" n.A 1, 1m nocT FI MP PPAKRINIC PI AM F1 DROP HFZR: {3) M2'S HEADER (2) 2x12's CORII IS IN CARIERi 0 ? I' fIDPIU WN I. 3ti AEWM. SINS SINmec ® LINE OF 4C0N7 FIDON A HM. HEADER: 12) 2x1D•v. 0 20 43f,, 19' LKA WPLI W1 WIN: P1 y. f 3U'T%15' CNNCNEH PAD ® UO HLAL HWLR: (3) 1-3/4' a Ifl 1,9C LYL. A MODE 4-Y' VIN, EEARING TO FOUNIA" FOR DEW. HEAD, OR GIRDER TC55 ADM.. 1O FW-FAB WAND FIfMIACE IN39I T1 14111' PUMA DOW FIVAC 12 JINE WME WXIS B Or-I YL' IIOH FROM TOP OE EONNDAIJON ° I4 ?i- 14 BUM FM 2x6 WALL 15 HEPllIR I-3/4' x 11-7/H" 1.9E LYL. HUSH KAM I-3/4' a 11 7/8' 19L LV_ 17 CNIPMR TO DROP UMRrk !IRE THROUGH FORCH CEWINC RR LEI T. 18 TTmE Fm GRANGE WALL ® 9•-3 1/8- Hu FTn]M TOP OF OmEATWW1 G 19 FRAfIE'. Ia' OF OPENING B T 6" AND 70' OF PLWI LCECE M 91 AE.E. D12 2a SOTISW OF (2) 2x9 PORCH JW 0 7•-10" AFf 21 SLOE( WALL HNN 10-1 5/9' DM TO FImNI WALL w SAUCE IKOU ID FXIIANR 23 n 0 0 0 W W a CHs' Date. n 'rm =roc 1. . 10-03-07. CLB, PFA WNAW OROB, MISSING PAM NOT L un DOE lI LI[valWXti ua ar vou? w1LN H. p F_9ee C,ride Or f1 d BNe: gyn. LAKESIDE PARK $hee) No. 859-578-6935 Ae icw_nnan_nn 0. 5.01 3050 3050 ------------------- I I I I I I I I I I I I I I I I I I I IV040 FINED I hCM 1 3060 I ,1060 FD D 40F IXID NNRO TIXFU 0 16'0' AF 1.. 9 16 D' AFT. 0 18'D' ACF. 1 W1C fl n_ - . --- -------------- 16'-4' VAULTED DEL --- ----- 20 s - T OWNERS OWNERS SUITE BATH OPEN TO ? Aacw FAMILY ROOM 7 _ _ ?L r_j 20 T N i 3 2 1 5? 3D '7 ?CGE 2R ^ WOOD RWTING i ' w- lk `y LOFT _ ' ' ' ?r ,_n . f j-Z WIC 5R y 4 ->7 T e ? as s-v) _ Y-+2 :, am - 7,01 ?I z Y r °- LOFT ry;, ' ` _ _ 2G '6-0-N Y - }R_2H ' F- ? BEDROOM 4 - -T 9"-IO' 2 N I 5 P' I • ? I ' , to .1 6'` ' • } ? IT-` 75 2 7- 1 -R I ! ? 7 BEDROOM #2 FOYER BFOROOM 3 R' # WIC l7AOER IhV55 5 OPEN T9 _ _ :m BELOW 5 CODER TRUSS GIBBER TRUSS (2) A050 MUl1ED 4 D 5 n CABINET AREA L 07 SCALE:. I/8' = I'-D' A NICHE DETAIL '.UP SCALE: 1/4- = I'-0- i 0R-10' SECOND FLOOR FRAMING PLAN SCALE: N' = 1'0' IRuse 8'-X' 6._0. 5_112 It SEE SHEET 2.07 FOR LATERAL BRACING METHOD INFORMATION Std: k. BSI Sleel bmnpr., SCALE' I/8' = ,•-G' M 0 R r? W 1.J-1 ?d W "v iisc oEiui S(L 6T2.1 ? m, WPi NA[L 0 GDII INI; Of rA %[ OR ORSF FLOOR WALL UILON, O "LF FYI' WIN. BMNG TO FOUNDAIKNI FOR BEN, M)FR, OR GIRDER IAA A9,IA'E 1 ° 22 4' X 72• ATIIC ACCESS. o usg GF,NIRG 16' DEEP IACHE 0 SECOND FLOOR HEIGHT, DFEN ill 14 : MIN, ?9 U' DEEP NCH[ 16' WIDE 1/ 2 SIE VE$- SEE k702 10 PAD OIII W41 AM ALIGNOUTSIOE FACE WFH ONSIDE FACE OF W OLLDW 11 OUTIINF OF 1411 NwflJW ULLON 12 -- s -- 19 -- 15 1G -- 17 -- IB -- 19 -- 1. 10-07-07. CIS, PER AORR ORDER, W594C NUN III AM NAiINS 2. LAKESIDE PARK I Sheet No. FIFE J aF 'R' INS BEEN DLSGNED FOR A vCRAL RAEIR: Ss" To CON'EY'M1H THE 7003 INTEHNATWI. RESSOENIW. CODE FOR SEISMIC DESIGN CATEGORIES A a B ANC 90 MET WWG SPEEDS/ THIS SIRJCIEINE N' EUMPLETRY SHEATHED ON Al. EXTERIOR SURFWLl MITI 24/Ifi APA RATED $DAICNPAJ. SHFATHNG AND FASIOGa WTH BO CWMOH NNLS 0 S' ON CURER AT PC [DOGS AND 12' ON 1IINTIR N THF_ FFLD N COMPLIANCE NRH R602.103 MEIPOD 3. 14 STFUCIDRL 5 IMWiD AllH A CWHINATgN OF TEE PRfSMFFK REmNRMFRI6 FOR METHOD 3 %IMNG (ROOLIC.3). COWIPM STRVCT6YUL PAMl SHFOIING YE111COREA7.10,5), AND THE NARROW WALL CRACK NEIGD (2004 SOPRE4ETR TD X LABEL R602.105, LOOTHOTE 'C). All 01FROR BALE OF THE FIRST FLOOR AND SECOND ILOdfi MEET THE PRESCRFm1L REWIREMLNIS OF RBD2.103 MEIpO 3 AND RC WMRUOUS STROCIM PA U $ITUTIIINC MEW. THE NANO MI. EARNING METH00 6 USED AT TIE MGC COOK ORII Al EXTERIOR WALLS 0.W7 THE INIFAIFDNIL 6RMID NMI. Al IW ICI 9DE OF T1N 6 AGE AND DEDIODM +3 YEFT T1P REQUIREMENTS CF 8602 TIPS, DESIGN ONLY APPLh TD ME(14KAIL BROOK IATERR UPACTHG FUR 9D MPH TEND LOADS AND SEISMIC OL96N CAIEg1RES A AND R D PAR NOT BEEN REYIEWLD OR )MGIIED FOR ANY GRAM LW SUPPORIINO MLMBLRS OR DDWWNT AND CLAW MENDERS PESISTINDWWA. GENERAL NOTES SHEATH ALL F%TEAICR WAIT SURFACES WHLI.4 APA MATTO, BSI S1HUCIOHAL AI IACH WALL SHEATHING WITH 8d COMMON NAILS fi O,C. AT THE EDGES AND 12' IN THE FIELD. PER R602.10.3 MET}10U O, . . CONNECTIONS OF BRACED WALLS SHALL COMPLY WIRI R602,10 FOONOATION CONNECTION SHR COMPLY WfFII R40,U.6 AND RW2.11. IOUNDATON WALLS TO.BE CONSTRUCTED IN ACCORDANCE WITH R404.1. STRUrl]RE TO DE IAIINI.D IN COMPLA.NCE WRIT TART F 8502.3(1) OR ALLOWABLE ALIEHNATE IMETHDD APPROVED BY THE LOCAL BUILDING DEPARTMENT. FIRST FLOOR LATERAL BRACING PLAN MALE- h' ? IV W W6'9 % A,"% A" 111+AAC HhlY1AC 1' 1117 .r nT. - 4 STA. Br BIT I SEM UcscnPlron SCALE: 1/5"_ 1'-0" U 311 COD WALL PANEL COWIIYING NMI RC MFFHOD 3 (RW2.T03). NAL ROOM "IF N nIIST OR BLOCRIIG WHH (3) IM) MWIS 0 C' GC. !J RHM[D NNE PANEL COMPLYIIG 1WIH DONIINUDUS SIROCTUWE PANLL SHEATHING OHM 8602.105, ML III PLATE 10 INN OR ROMA AN (S) 1BN NUS 0 161011 C DRAM RAT PANEL COMPLYING WTIH 20W 5UPNFMFNI N RC, TAWL Rfi02.105, MAIM ? '[', LAlLND cwNOVGS (2) 1TX11 T LK HEALER FROM CORNER TO DONNER OF CAME. SHEATH COMPOE FACE NE GARAGE MW % MA RATED 4HATHNG. NAIL AND A PHN PER WNW WALL RRACOG MUTIOO DEA1L SEE DEALS-1. e? SMPSON LSTA12 NAIL STRAP TO TOP OF SERROOM WALT TOP PLATE AND ANCHOR TO TOP RIME OF REAR WALE OF HOUSE. ANEIGO SUR)ND ROOT JOISTS AI FARB SIZE OF MATO STRI RUB SIWNN 131, (4) TOTAL AkHCA LAST TM 10 FACE OF WALL Slap! ND NAE 10 TO SDA BIT] (2) 16d WVS NNE ROOF SFLAQRNC TO RATER WITH BE MIS AT 6' uc. Sheet No. Lateral klrae3ng Key Notes u DIALED WALL PAFL LUMPLY1C Tli-M. METHOD 3 NNE BOHM 1AIf: 10 AI$I OR Eii WIIII (7) 16D ANU 9 16' O.C. U MELD WALL PANEL CDIHHIND Y11I DONINM SIRUCTIRAE PANEL SHEATHING 101 8602105. PAL ROITO9 PLANE TO MI OR NDIRK TIN (,I) Ifid WS 9 117DC_ © BR4°fD WWI, PANE,I CfWPIYRWI W11I ZI%11 SUPPILNENIX) K. IA1LL N60$.las, FCOIROT C ERIEND CON IINUOU, (2) 1 73 %' L4I, IEAEER FROLI CORNER 10 MEN Of CAWS. SHEATH fOMMEF PACE a cwNEE WITH 2% APA RAIED EiCaHING. W1 AND ANCHOR PER NARROW IINL WAX IEIHOO Ik i RL DETAIL S-I, SECOND FLOOR LATERAL BRACING PLAN SCALE A' = I'D' Sid. Bf RIII Srrel D,v-pb- SCALE: 1/3' = I n 0 0 0 r s TV 11 V 1 Chonp Ordn I. ID-02-47, U. PER WORK ORDER, IRSSLNO RAHNCS LAKESIDE PARK I Sheel No. 0 WAFT N cam, U SNORES TOR BLOWLIL BMR VITT DVU T VENT FRLPIACE UNR GNLY, 010 NVYICH UK Iicw E ?' . IXNIN. CFVCOND FLOOR ARINF, U OISHWISHER ffiIXINNECI SWILH 77 10 'OCR OR UGNf BELOW, l V l PRE-IAMTEP I IRICI INSU T. 0 AILI]W S-S COR NOGILD VEMI SPACE 170PM 7' CORWIN FROM RMENT FO ANTIC FOR fUILWlE RRING M.CESSIf IVY. S I FP WILLT AT PW1I LIKE Wil 12 fMSPM SWTCH 13 le' SHi., IF 5'D' WPr, F4 LOCAIF R*HFR TO IFFL OF DRYER 15 vw P1NCL HOOD 10 EXUDE POSI UIHl W/ Hp?I Clll FIRST FLOOR MECHANICAL PLAN SULL: h, = IV F°Al rAf% r% CV Dr-pp,--, Homes , A rnn-%T Sm. ? TI06 ? 5re?t aYHPt?R sG6LE: t/s" = I'-B" __ _ ,-. r?noY rl nnn "". ulrAl 611\I O f& Iv7 O 4 s^^? P? rVf V 1 ?W 11 Mechanical Legend 4 PHONE XK HOME ME WIND U MIA OUIIEI ® PRNLCNCR NOUGII-% ENNFRTAWYERR CENTER OMEN F# NAIL OUILLI 60- WI'ATNFRP200F 01RFI P01 2217 ON11ET wCY GROUND FAULT "SHEET O fI00R oullLl CAS IEILWSGN JACK ?SINGLE PX SATCII iF }why W N ti9- 4-WAY SIWITN ® HLOCK; NONNF 8 Sw cH FOR MIZE FAN/UGTH CONBHA10 (CENTER, UNLLES OIHLRNSE NOTED), EXHALET FAN U AND IUGFF ENTRAIN -D-1 FILORWIR LIGHT ??- UNDER CAM LIGHThG CLG OWNFE0 LIGHT FIF.. ?.i WALL NOJHTm NET PONT. n RECESSW CEILING x;Fff J yy IMPH SPIIIKHI Elm. oHFLIIONW cm TIGER PH LEFT WALL SOCE B 5'-6' AF.,, CIE YID. limI PAH WALL WD. WWUST FAH p me DETECTOR t HSF ON -?I SHOwER ICU ®ff w im up ?p FLOOR DMN co DEILCIDR TOWEL Du 0 NEU PAPER HOLDER 10-0-07 , CLS, PER FOR OPEA 41S9NG GIN' DNRG AUTIEIS. GA[Mt DOOR OPM. 0 FLMREW, LAKESIDE PARK I Sheet as TO IICHL OR SWATCH. ?z 12-1' , 32' ATTK ACCLSS. o-- E] ? FNM 2' MOF PJTT FROM BASEMENT TO AMC FOR FUNRE vRNc ACCESsu m. ? I VOID OMLT LOA TO TUF OF FLW FrvT U6 7©OLMC Or NAY WINDOW NELWN Q -- o-- E SECOND FLOOR MECHANICAL PLAN SEALS' $" = VIC' I"%-rd-4-!71C Drees Homes T A r+nnv BY WTI 51xr1 Oescnylion: SCALE' 1/8'm V-0' ...., crrnun ri nnn urriu 6 uru I 1EffKIn Choge Q M O O W T? v T/1 C D k---4 NW Mechanical Legenc HONE W K, (¢?, RCNE OFFICE WNCE o f IAA Ww © PN UCIR AOIJI WT RTAWNOW CENTER OU1IFI Wei OVRET HES WEAINENPROOF NO "q? 2n ww 30: CRCUND FWT ULDIF 0 POW DUVET OO CASE TELENSION JACK t5 S'HCLE PqL SNATCH M }WAY SMITLTI *v 4-WAY sWRCH tf gLOCK, LONM, d SWFICH FOR FNTNRE FAY/XRI CWMNATITH 6LIM, UNIGS OTHERWISE NOTED) Q UNLIT FAN M L09 COMNIN47gN I. II?o3-oz. cLS, z a ® HlueFSCINI LICHr OHOER CAOF[T Mw CIO MOON7LN IIGHI Fill. Qi WALL NOUKQn UA 07, O R6ESSi0 C0.1NC LKYR "YLLM77Y InFlE SFIINCHI FIII. OIRECOW CAN FFOw PIN OWN I-p wkL sCm 4 r-6' Arr. e LIT. MTO. DRM FAN WALL MID. MWISI FAN ;MOKE [MrCTOR Hose so U SHOWFN HFAN Qj' W III UP MP FLOOR MN ® CII OLTECICR --? TOWEL W ? TOILO PAPER IIDIM CFF5, LAKESIDE PARK I Sheet No. G I I _______----L I I g 617 Ud 6:,, jl ?5' HCGE VENI I ------------------lir ---------------- I i I I I I I I I I I I LEG ----------------------- l T. 1' ? p? IG:17F 13 °? ? I e 7p?72 ,o I --0 10',72 I> 0 CINDER HUSS GIRDER RUSS GIRDER PUSS __- I - - -T? - - I-4 I-/ I OA. 0.H. _ - r_____ w___ J - ------- I ROOF PLAN SCALE: $' = IT Drees _ ??ce- -NAC", Homes M I.TACORY Sld. By PUl I 3h.,[ DreAnplbm SCAT E..: 1/8' = D° I w0F1A95 w` iHC DRCCS CO. CFh z' ARC I ROOF PLAN .. .. .. .. o ?-- IJ 30' RIDGC VLNT ®- Ei 0 o -- ,D II 1, 13 l4 0 16 17 18 Ig n O M Q Q r 1T?? V 1 ?W [oi 1. 7. 7. Cu: LAKCSIH PARK YV Mm TRLM - (2) 24 I I I Wl1KR, PFA Pv?4 _----? (2) 2A 1/2' Mq N sm 5/8' OB 3?4' HAWK PER ETD HIN WID JOISTS I 1 A I 1. 1 I ?I ! 61 I I I I TYP. FRAME WRAP WALL SECTION 5.41 SCALE: 1/Y - VC rs?STCIR PLAN 5.01IJ_SCAIC: DUILDING SECTION THRU ENTRY 5 01 SCALE: HI" = FAD" 2X8 SPLR LANDING 41PPED ® E-7/8" 24o SPLIT IAn NG 2X6 SPLII LANDING RIPPEQ ® 6-3/4' 2X8 SPLF LANDING BASEMENT rcp STAIR SECTION ??I mlu"o fuK 10 Pk3 WHE Sid @ Wd ti6 [k-iul'- wvE 1/N" = I'-n" FOYER 2X5 EPLP LANDING RIPPED 6 6-715- SPILL LANDING 1 41+ NOTE: CFWICI nR IZUK 1w FF IUUE11P7s M? K ey LJ -- I I n -- o- to II Iz 13 19 IS 16 17 IB 19 ?nrcclnc onvv Cheel Aln 2.8 ha M V%rt?% %Cv lira(-ti HomP.q TEA OAnt7 A BUILDING SECTION THRU GARAGE ?S.o2 SCALE: a ,'0" 11R. fly. HUT 5*El Ikmiplure WALE 1/8" = I'-D" Key Notes a- 12 t, 1, 15 15 17 tR 19 I. a. LAKESIDE FARM Sheet No. LAWN YOVIDM IX12 ^ EE 1,12 S? ELEVATION OWNER'S SUITE ENTRY DETAILS L SCALE: 1/4"=1'-O" ON I 3wt .? A FOYER ?Y ? CSI ELEVATION ARCHED NICHES 19' [ALE WAU!:: ? -" VAN T CLEVATION D FAMILY ROOM COLUMNS 0 SCALE: 1/4" 1'-0- EXTENDED IIEEL-CUT SOFFIT DETAIL 7.0 SCALE- 1/4" = 1'-0" BRICK YEN DER 12' IR@811Y c uuN??? .. E 11 1111111111111111 N F NRCK SOLM WIPA% ? FRONT DOOR ELEVATION SCALE ?l = d, By: BBf I SW Dwgpk,a SCALE: 1/8" = V-0" o -- 0 o- n Ifl 19 T1 12 13 14 15 10 17 1Q ]9 2. 1. 1. LAKESIDE PARR I Sheet NO. ELEVATION n FOYER COLUMNS K-O SCALE: 1/4" -=I' 0" mr? m'm F-b, d-A A.O Ti T T /_?KCK IC61 SILL IU51 PIG EMLNO 6- To L_t EPIIFN 6L4 OF %MR _ WELT TURFS 6 24' oc METAL ILASI 6CUT INTO 9WRRT LAC ORT WEA LOGGER OON7O ' ?IHAINICN BWK INIO NqA FWNG XWH (1) 1J2'd0' LAa BOLT 0 16' OC. t ;\ PR(MOE 2? BLOCKW IN WNLL IMING 1S N1ogmD `--2x6 11 12' O C. -WOOD CLOENING AS REWREO A LEDGER DETAIL 0 RAFTFRs /2' = 1'-0' 2x6 PATTERS 2x4 CEILING JOISTS /? ? - ?SHINULES J!" ?(2) M2 HEADER - HARDBOARD SHEATHING 1x12 W/ 6- EYEBROW 1 1 CVRYE CUT I I ? 4X4 POST 8"e8" BOX COLUMN PORCH SOFFIT DETAIL SCALE: 112' = 1'-6' Po,AL'Jf POLY SHL FUSHNG BMD 6' TO EmcR ssE Or VWX y?-W1EP IHI IS W 74' uc. 1 LAG EGLI WNTER LWR 000 tHROLQ RR(H INTO W FRWNG WRH (1) 1/2'rIT Ub DRT 0 16' 0C PRME 2t ELOCgN6 H "I LWRING / A5 REOMB ?b4 CWC Mri 0 12' OC WOW ILWK AS NEW" DGER DETAIL @ CEILING JOISTS a' f-%rrNr% I)rPPq Hnma.,? 17 T A !'If\ll Z7 D( HUT sl d %,Pptim. SCALE -1/8" = 1'-V" T n -- u ?5 D5 n Q 1O 11 12 1J 1d 15 16 7 t& la L. 2. 3 4. u§dniegn: ? THE DREES CO. LAKESIDE PARK YN 5 Sheet No. ?A COVERED PORCH DETAILS '.n? scALE: as HDTEO JOIST `P.T. 7r4 SEE R WITH 5/3'0 WORD DOLTS WHH Si" BP5/R SKI AI 32' 0 C. + WITHIN Ii OF END WAD e + ° ON 411, SEM FR (2) p PEW -CONCRCIC (9' HACK) I3IMPPK; PV" HIND SRIAM OR HER W VA°OA 64ARIft FOR LONW GRFARN < 3' BWN RUE THN:UG4 NDCRNL 0 Va. D.C. - -D7NCREiE (4' THICK) WASHED GRAVED u- 4* DRNN WILE - _F4' WNJN TILE TYP. H' FRAME WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS TI' 5CALE: 112" = 1'O' CONT. FART NAIAD FULL DFPIII BLOCKING 4' TO FACH SNL IN ANUASH 0 1 VIN {A) IW NAPS `PT. 2c4 Sh't WQH 5/8'0 ANCIYIR DOES WHIN 511AHSON II SARI Ai 52' u.c. + WrrHN 12' OF END RAIL ON SAL SDLER (2) (4 REBAA mNxrE (N• IHIIX) r BUIDPINL PM(R DO+q BffN( OR NRX U YWOA &LNIA roA BDru BaN1Qe 3' DAMN iLE'TI41000H EWRNG W VQ'Q' OC. wry (i T-o WA9iED GRAVED 1 DRAIN AIE? -- C Ew TIE.[ TYP. H' FRAME WRAP FOUNDATION (WI'T'H PARALLEL FLOOR JOISTS ?QI,YSCALE 1/2? = CO- -NM BOARD ANCHOR BOIL AND ANCHOR PUTE P.1 SIDE e d FOUNIAION r' 14 RAP 1 C ' ? " 1 - V 0 SCAEL: 1 1 ? SE CTION 5CALE: I I'0 )IIST NQ BOARD It A35 DBI NA PAIL AI5 ZA SAIL R WITH 5/9'0 KEEP 901 WIN SYPSON DPS JD SK7 AT 52' ac + W RN 12' OF END WALL. a W SLL RAR 2) 14 IUNR ---CqUEIC (10' iHID() UILDIK PAPER DONS DRUNK OR TORN U VAPOR FAFIRU BOND oF{ANER XMR E FTIBOUQI 10OC(4' TTACK) WASHED GRAVEL-r . 9 ORAIN RILE -4' DRAW TILE TYP. 9' FRAME WRAP FOUNDATION WITH PERPENDICULAR FLOOR JOISTS ]. SCALE: 112= 1'O' DONE. HAND III ilEl. DIPIIi NLDCKWG 4' f0 [All SIDL p ANTICII RN I WHIN [4) iim N41ti _LUMF. BAND we J OCgNG, SFL TOrC AMCHUW BOLT A0 ANCI" PUIE ^ 1MWION i1 I. 'IT R d ,i1--r4 4 RAN RII ONLY REWIRED W1RN FOCNIB'ixt WrWI H 65'4' LM AND UBRAL50 car. 3 L SChLC. I? = I'O' R.I. "2K4 9H. R WITH 5/8'0 ANCHOR MIS TIP SHIPSOR BI SKI AI 3i o.c.4 WITHIN 12' or END YYIDE F 04 SILL ESHER 2) 14 AE11A4 -'? rLYXN:XflE (10' Tan) LTLM aDND DRCu OR CARRIER KES NIRY;H B.C. ICK) WISkEOGAA'VEL - - 4' 11 Il - ---T- - C DRAIN HIS TYP. 9' FRAME WRAP FOUNDATION ( WITH PARALLEL FLOOR JOISTS PI' SCALE: 1/2 = 1'Y' _- -- Y. I I s I I r , kid Av BOARD MY BARD / \ SNPSA 95 B EACH ELOCKING, LATE LAB (F WIPSON AIR 10 SILL Y A4UOX HUH AND ANC:IIIR UAIE FO DLL R a J4 MR J4 641 DETAIL ?`J SCALE: 1' = I'O' 015 WIH SYPCN W518 SKI RI 31' NO AN, YOUF, AND NOI TOY E.P.I. &b SLL R WITH 5/8"O ANCHOR a.n 0 WRHIN 17 OF FIND WE suss s 18' W.c, EACH wAW 4 (2) p g. LnMPAGIFD GRANULAR BICKFBL 2 CIFATTAK ? - f+ Bw D IW' D war . (2) 14 ., EACH I ? eAra Tar. YIDaE. AND D rnnoY T 10 7" 2 -0' 14 BUS D 15' ox. UCH WAY i (2) 14 BASS TOP, PIDDLE. AND BDITOM PUT JW PAPLR HOOD RREAK OR TURN U' VAPOR BARRIER FOR LRNID BRUNFA 3' SILOAM DENT 14 FARS 4 48' wa -4" DRAIN TILE (1) 14 ISMS, IINNIAW 3' CLCARANCE FROM WON - TYP. 10' FRAME WRAP FOUNDATION (WITH PERPENDICULAR FLOOR JOISTS I_ SCALE: 1/r" - 10- evriollom. r,--,,SECTION SCALE. 1 I'V ND EM K A35 PLAIE AND BOLE A35 NI. BA4D WIllFm L CpNC "'Ill A}5 B EACH hDXNG, BEND FOUNDATION r DF SN A35 i4 Su :jfTA6 NCHOR K I ANCHOR PIAIE 1 SY q i i4 849 2DETAIL SCAT 3 RULE DEPIIH LIDOCIOND 4' TO EACH SFI. Of ANL1pR POLO WRI (4) IOM Nus P.F 2AN SHE P, NMI 5/8'0 A4M EVIS AIDI SIMPSON BI5/8 SKI AT 32' oc i WITHIN 12 OF END RATE +4 Brva 9 18' o, EACH WAY V (2) 14 8445 TOP, RIDDLE. AND DDIfON WNPACTED GRANULAR WKILL CLEARANCE HARE W I8' cc. WH WAY + (2) 14 S TOP. MIDDLE. AND BOTTOM 14 CARS 0 15' o<. EACH WAY + (2) 14 &FS TOP, WURL, AND BOTTOM -RUINING PAPER BOND MORK OR TLPoI UP VAROY BARTER FOR DR BREAKER --3' GIAMIS -STAFF .(4 RMIS ® M' a.e. D1MN 71LL --A2) 14 W. MA INN 3- CLUPANCE TREAT DOTft4 TYP. 10' FRAME WRAP FOUNDATION p WITH PARALLEL FLOOR JOISTS '?% 5CALE: I/2' = re Shaul Nn K115I •. P.L 214 SHE t n 5/8'0 ANCxoN II Is WIN SIMPSON a ' BP'S/t PC AT 32' o c. + WRHN 12' a IM WALL ON 51L SEALER 2) 14 Rim _-CDNCRf1L (81 NICK) UIDNG PA% ON BREAK pf IUIOH LP YAPDR BARRIER DER UONO NEWER S" CAN 1Rf 111ftOLGN FOOTING n lob' O.C. NNLiE (4' TNCK) WASHED GRAYED` 4' DRAIN I1LE -' -' - ' 4' ORs1H llLL TYP, 8' BRICK WRAP FOUNDATION (-?1WITII PERPENDICULAR FLOOR JOISTS SCALE: 112' = I'D' W. BAND BOND PULL BETH DI 4' TO EACH SIDE Or ANCICADOLT *1H (4) IOd NAILS /L A""ST ' PT. S, 4 SE a NHTH 51D'M ANCHOR BOTTS WITH WAS% BP5/9 SKI AT 51 oc + 971 IN 12' Of LM WALL ON SILL SLATER hl 14 kNAR _:__-CONCRETE (8' 1110 BULDMG PAPER DAD DEW OR TURN UP VAPOR BARRIER FOR RCND DWER 1 WWN Iir FiRc1KN F711TING B ID')' D.C. 7? RFTF (4' THU) WASIIEO GAA'hL? J -/''? 4' LR44 IILE -- 4' DUN llt TYP. 8' BRICK WRAP FOUNDATION n WITH PARALLEL FLOOR JOIS'T'S SCAtEr 112" = 1'D" NT. BAND BGAPm ? J 2x6 9LL [ WITH 3/9'1 ANCHOR 1, BEEN AI OCIONC 4' 10 EACH SNF mRs WON SNPSUN LPS/8 5KI Al 37 OR ANCHOR COLT WIN (4) 10d NAL5 nRf WMIN 12' OF ED PAIL .YNET 14 H44i 8 19 o e. fACH W + (i) 14 4 W IAN, MUDLL, AND) DDIIOY r 04FACIED GIPNUUR OCKFEL 5 A 3 2 CLEARANCE a P.T. 2x4 SILL P. W% 5/W 'M MC14OR DOLTS ATI SOIPBON IN W 5 n IN' ni,. LAC H NAT + 12) 11 LW5/8 SCT AT 32' ac. 4 - ° BARB TOP, MgNE, AND WNTTOM WIIIII( I7' OF EMI WNI - DN 5aL SLALLR 2) 14 RMR 4 WAS d 18' EACH WAY + (2) 14 _ RAAS TDP, DUKE, At WOW ?MN IFT 00' PICK) OURDNG PAPER 3M] H" .. --BULDING PAPER BOND BREAK OR TURN LP ' DR TURN Up YAPOA HARPER VOR BARRIER TOR BOND ORWOR , -? FOR RON) KKR ' J CIwwE '4 3 EAm ILE.NNOUGII - ' EOOANG d IDO' O.C. _ NI'1+EARS I IF (4' MIK) 4 ORAkN TIL E 4' DRAIN TILE I2p D WAD 3' CLEAR NCE 1 O" y BOTTOM FROM 4• URNN ITT ----- - 1' OPANN TILL TYP. 9' BRICK WRAP FOUNDATION WITH PARALLEL FLOOR JOISTS LF SCALE: 1/2" = YO" IoF°Ar%97!kr The Drees Corm),-nv BOARD \ANCHOR HOT AND ANCHOR PLATE PL SWL 4 FOUNW1gN V,.- 14 EWK DETAIL 3 STALE: I' ' I'O' SECTION 4 SCALE: I' - 1'O' U06T G BlNm R A35 BOLT AND NAIL AA5 -P,T. 2,4 SELL R WITH 5/9'0 • ANCHOR NNTS *IN '"FLED 15/6 sKT AT 32' ac, + W91pN 12' Of END WAIL ON Sa 56M (2) 14 Kim HCRLC( (ID' 11KK) z r-DI PAP13 BRIG BREAK (di ERN UP YAIIR HARRIER FOR BOND BREAKER ?mN ORN' WASHED GRAVEL --?_ 4' LOAN TILE - 4' BRAIN TIE TYP. 9' BRICK WRAP FOUNDATION r-c-?WITII PERPENDICULAR FLOOR JOISTS SCALE: 1/2• - 1'D• SECTION SCALE: I" = IT pm BOAR 1. D OLL R PLATE AND HOT) AS CON. MIND WE lSIDLOCNNG ?? WlUN ASS 0 Up18LOCNNC, KIND _ 16 BE DwrsON A3$ i0 ?u f - kgNOA 8.71 AND AA4'}IL/i PIAII. l? 1 9LL R V?. ECUNDATIDN 1a Bhi DETAIL 2 STALE: l' = 1'd• NLi DERV 0.0CK9 PTO EACH SIDE V"M-DF ANCHOR BOLT WRH (4) OW NUS -ta+L HAD Nom RI)CPHIC. SU NUIE "u' ?ANCTOR GOT AND ANCHOR RATE `PT, ILL R p ` TrAwio \ MI. `-14 6V7 ?OCNINC ONLY BIWA WHEN FOIINHAIII WAIL IS 35'-0' LONG AND DNDRACCD s °EC? Tal SCALE: I" - l'B° Un F)FTAII CuFI-T TYP. 10' BRICK WRAP FOUNDATION l F. WI'T'H PARALLEL FLOOR JOISTS "-T-;"SCALE : 112' = 10- _L] sheet omdPllow ?TDH - jl.NV4` DETAIL STALL. I T'p" BOARD a: T. E16 SILL K WIH 5/8.0 ANCHOR BOLIS'IYIN ROBSON EP5/5 SKf AT 31 0, + NINN 12' a END WALL n 14 CARS n I9' o c. DEN WAT + (2) 14 fl DOE, NDDF. AND HOrloM -?- OIPAET@ GWWIPR T¢KOLL e ?FAWN I: 14 PAS d FIT ao. Too WAY T X2)14 • •I This TOP, MI AND BOTTOM 14 H44Mi D 19' as. BWN waY + (2) 14 BNS TOP, IADDLC, AND BOTTOM B4AIDRD PAPER DX BREAX OA ILRN LAP ?VMR 9ANRER ION LEND PRIMER 3" OEAl [ r1ADwrsM4ao? 4 GRAN llLE (2) 14 BASE. MVNIIN 3' CLEAPNLf 7" Id" 7' DEN ACTION 2'-O. TYP. 10' BRICK WRAP FOUNDATION -WITH PERPENDICULAR FLOOR JOISTS. SCALE: 1/2• 4 NOfCII FLR GARFC[ DOOR PA'+A1GE PLAIN FRAME WRAP BRICK WRAP FOUNDATION DROP @ r-?GARAGE DOOR DETAIL TI- SCALE: 1/2 - --G Sheet j 2'-O' EJO SUIT j °m VINYL WINDOW IN FOUNDATION 'ISCALEi 1/4 - 1_0• 5'-4' (i.L I' for 9NIf II. 6 D' 1 . IX4 TRIM (RPPED) AT _ SIDLS AND TOP • 214 PRESSURE TREATED 12) 14 REM (T) 1-1/2' MINWUM STER CENERAGI LAIN CONLRFI L4 {1uRN S1ER DO" 2'-? U41 SIDE) '. MOIL BI" TO BE NmwED MIINOu1.BR0E M )4 AE&1'! 2' d aRn WOOD WINDOW IN FOUNDATION T- SCALE T/A' = 1'-D UP IIdM 10 W HIIP DOOR Am IDU? ? ETONE 1/2' SON MFIAI LARI EORNIMATFD 110.5E 11RDP is LAYER Far Mw 2nd UT7IF YELL AAD SUCK SILL SUVA DUNDREIE FODNYT)ON MALL Il6 TRIM 10 CA'gw m '" (win _121 2x4 rsESSSIR4F 7RLATED IIRSIDQ 2C4 PRESSURE TREATED INCLLNIES l' VCR ERROR) -tv INFA11D (II6w) - 2x4 PRFSSLRF TRFAIFD - 6'-7 (INCLUDES I' FDA ERROR) ARIE (2) (4 RCW?R _ (3) 14 RE&IR I-1/2' IDNINUN STEEL caaRla MRN COKECIF ([URN STEEL DOWN 2'-D' Eu SIDE) (2)2x4 FARMS --L4 AT TOP lxl BEEN o p?? Gv NFA111FR III POURED C6NCAETE ' (2) PERUCICA IRSUTATICN - FROST T05TIIG AS (1) FtlRAIEA INSUA11CN CPA CPO SECTION AT SLIDING GLASS DOOR i' SCALE: 114" m (2) 34 RUM (5) 14 NEW 1-1/2' MM" SAFE g 0,%W MNR MRLTL (TURN STER Om 2'-0' 1911 SIDE) N2x4 10RM5 AI FIDES OHEY RFA114?F I)wRELL PEMOM KPETRDim KISEC'T'ION AT SERVICE DOOR SCALE: 1/4 = I'-A" ml T /'1 FROKI FUURIG IT)WRED UTt LRXC I T Iz n rT A 11 r I I I- rT ISid & Al E Shed Deuiipllpn: An FAUX STONE VENEER rot FLASHING DETAIL ,? SCALE- 1 1/2' ROOF EXTERIOR VERED B HE Ira hU FOR OTHER ROOF 91C11(IIEEL -L4? CUI PATIOS SFF HFFL CUTS STANDARD CHWI W L/F.4 SOFFIT & HEADER DE'T'AIL SCALE: 1/2" = 1'-0" 1'-4 Rr4RERNL? T 1-4' IROCr AYI fDYuW IO FRALF WALL ?4 EXTERIOR HSTE', FOR OTHER ROOF PIILTi/HLL?? CUI BAIHi SEE REEL CVIS S1AMM cxm d Da SOF IT & HEADER DETAIL 1 BRICK WRAP O2- SCALE: 1/2" = )-C- [OR UOINE ED SOFTEN 17417 ARE Ofil :IDs AIRDDS ME SEE DDAE II P.'ER PIER TV IRANI. _ 1P RFI WE _ NN D.4 F D,e 1-Il FRAME WRAP BRICK WRAP FRAME WRAP BRICK WRAP C.10VERHANG SOFFIT DE'T'AILS EXTENDED SOFFIT DETAILS D21f SCALE: 1/4' = I'-C" 2. SCALE: 1/4' = I'-13° I HOLD 1W R KW BOARD EVEN WE % PLYWOOD - DUr sHrAIIING RARE - -WLE IM 1.2 SPACERS E 3 RAKE W/ SIDING W/O GABLE EXTENSION D2. SCALC: 1-I/2" = I'-e" (2) RM WITH BEAM UP 10 1Y HMT1- Pm FIK ELAN MR 17, NOR ICd NAILS, TYP. - ATERNAIC- AND SIACCER ON E" FACE I (FUR BEAMS WITH UP TO 3 MEMBERS) BEAM NAILING DETAIL Xpa.1 SCALE: 3/e" = 1'-0" 3TATHING NICE, ARCH (PILLED }/41 3-1/2' NOE HARDINWD STRIP FOR DREN ar40Eti (TACTow ME 0U1) 2- AND l>_ SOCKING AS HUALNELD LINE IT RRr.K ARCH EC7d10 1x12 CUT 10 ARCH, SEE ELCAAIDN FM 52[ AND RADRIS E..4 (,FED) ISREN WNEER CAWLE DOOR OR WINDOW BRICK ARCH DETAIL (2- SCALE: I" = I'-0" The Drees Company HV EK HE DW BRICKWRAP W/ FRAMEWRAP ABOVE ?J I'-11 ??Gp.E??.?? liiC-HICINE}RED WCCD IA11$$ III I?MI:i ETASHIHc (2)WI JOE PULE Tom PER SAECIFICAms l SIIEAPtlIC DMAII =F -10 HEADER, PER BATE FRAME WRAP C r-o• G.E. PRE-ENDNFTRED WOOD 1RIISH ,METAL F1A4tlNC sICATrING h2 NuLu hLllIHO YEN 9'LCIEICAIgIA ?2)De XP RATE _ 'Si{U11PG GRYWAI 1.B 'y° III LAID THMAUGH GALE EXII1NgR iNADFR. PER SPELLFlFAIOlin, ,.B - SIF<r ACHE NON WTI INSULAIgR- - - i BRIO CIC WRAP (T)GABLE RETURN DETAIL D2. SCALE: 1/2' = 1'-O" GIRDER TRUSS AND SECO SCAIL: 3/8" = V-D" STD. DETAIL S'HFFT s?! AL Shccl DwrglAR; Aa 2,3 BLOCKING CUT TO THIS SHAPE SPACED 0 4' U.C. 2aa FLOCKING, SEC DETAIL ABOVE 0 4'Dc WITH 16d NAIL% AS SHOWN WITH 1/2'SHEAIHINC 2x8 SYP TI ATTAi MELT (2)tOd NAILS 0 1 TOP OF PLATE TRUSS INTO EDGE OF WITH 18d NAILS 0 1B"oc DRYWALL N 2?4 SIUO WALL BRIDE VENEER (Z) CANTILEVERED TRUSS DETAIL r. SCALE: 1" = I'-C" HEEL CUT STANDARDS Poor PITCH HEEL CUT B/12 4-1/7- 7/12 5-7/8- 0/12 7-1/8" 9/12 8-1/2- 10/12 9-7/8- 12/12 L HEEI. CUT STANDARDS .., 11 SCALE: NA SHIL BEAR USE (4) 5/B• UDL73 DOLIS (TAU ON EACH SIDE (E HE FLAKVWLB) 10 CCNA¢CT TOP BELL TO WHGIA BEAN. STTEL HFAL HBRILONIAL RN BEAM TO BEAM n CONNECTION Day SCALE.: S/4' = Y-F' T META. {ATE 03RRUGA1ED HOLRd )PAP Id LAYER HOUSE TRAP ?t LAYER PEEL AND W RA91NG V2' SCNAICH Ci AH SILKY YLIIQR II II 11 I I I I i3 m I I I II MODE ITN GWFR TANS BLOW ms Yid NO MIL SID BEEW CHCHD OF IRDSSES (KfW) I- LINE 6 PHI EDDIE SURRME 1 IT BAND BYAU GIRDBt TRlfa` -halo MIS D 15' DU ON SNPSBN 1 LOI RAI 2N ELM 1x57.5 ON RAKERS INIO BANE 8DAPP DRIED 10 E07TOW 060 of DNDER TRUSS JP ' -2r10 BAND BOARD Al GIRDER MISS ll(I DRLL IgIZ: MN, 21/32' - MAU. 11/16" i?•? S/B' THESCal WLTS_TN. SECTION BOLTING PATTERN FAUX STONE TO SIDING TRANSITION DETAIL D2' SrAJ 112" = V e Sheet No. VINYL ONLY I'-Iq' RO. SECTION ELEVATION -- _ 3-5-2m L ATTIC SCALE: I/2" = 1'-D" ACCESS WOOD ONLY MaES OR NIE76 A FRAME PLAN CRM MINGLES IAtN? /I FK1FRER PANEL EXIL0 SH I &WL :- v LL EGIE, VAPoWS, SEE PLAN ALL BAY NNDONS IRwED WIN GOD MTHNC AND CDMEIINI XIHI IID66EIIPM BRICK PLAN SECTION J 5CALE: 7/4" = P-O" STANDARD FRONT BAY WINDOW z, SCALE: 1/4° = I'-o' SANG a WIND 'T uo uwr^ PER PLAN 9VALS 6 I.6? AISlS ILA= I'6- IMR, PER HAY EXTERIOR SHLAHPG ? 2v4 CEO PANEL AIDING CIA'S UOUR UMLL LCIEIdOR RANK= FrLAINHA 111] 11 aum DaceD? aASts Ive a h4 NOTE ILL IYd WHpM9 FRAMED WHH Oso wAlw AND MELD WDII HOUSENRAP SECTION BRICK PLAN 2 SCALE: 1- = 10' ??REAR DAY WITH SLIDING CLASS DOOR 7 0' D 2'o- [EMU l ? Iris N N RW -, ? -OPT TFAY CFI NM?"? FRAME PLAN A - l?f AEA AALTLE W/ (P] 2,4 PPPIGn ul0 AL90 NETPi 860E LACwR MGUID ? HEADER. PER RAN Z7 CIELNC MEAIOR SHECHIND WFTH M MOULD 3000 ? _.. ?Iv4 t'_y?• 2x9 YAgIA15, SSE PI,W All. BAY NUM FRAYED WN (ISN SHEATHED AWI (WELD MNH NWSE'WPAP BRICK PLAN SECTION SCALE: 1/4" = 1'-P" DELUX FRONT BAY WINDOW IQscaLE: lp = r-oIp" = r-o" ALL PAM WNDW FRUU NPH GOO WEND AND COVERED WNIi HOLO WAM SECTION SCALE: i" . I'0" x? A MAMNUM 5-D RON WNDON NEW DRIP EDGE )x6 LEDGER 9iNGLiS_ PER ENPN ? s PoM/PAW DM 'd1N M9atIC MI R 1v6 IEM f SINGLES , AMtL N1Y1 - te6 Imm PER IX4 PLAN J CROWN MOULDS _ EXILRUR PNZE Iv8 SIGRYNO 2, 4 Cbl ?7) 7vE NEVER, PER P @vb CPllIA g MINDDN-?' FXIFRA PW IMATHI M; FrNn ea+rm BRICK PLAN H_ REAR BAY WITH WINDOW SCALE 114* a I'-0 ..ter. nrr v vi 1. i rrr sld.M Id cROrr EMIEIIM s w EOU. ALL KAY WND76 FRYED AIN WSR 901W " MRED WRIT I05EX4UP n FRAME WRAP SECTION DUPPOR WE[- . 3FARIEG Mpsls EWA U RD ?714 NOEL. T-0 ALL &Y MIHWMi FRAMED NIIN USE w 1w AND.oug WFH HOU6LWIW' - . ,BRICK WRAP SECTION BOX BAY s) ui I SM1,.I lcn Chime+ ki- CAP FOYER (2)2x4 TOP PLATE "L-La wpm PUK FRAME WRAP RECESSED ENTRY N NOW H% L HaWINI lLkHING BK NO- DROP DOOR 'ALE CON EIDEPON SHEATHING v BAND/N Po K WRAP BRICK SILL PANT EDGE FRANIPG NUE-v)m EMItt, SEL EIPAIHIN Iw APEORCA1gIG - WdP ECGf? ANGLE IRON TRANSCN EKIENwN N£ATHNC P I won FOYER CAP EXTEND TO J CLING JOIST FOR ATTACHMENT {2)7.x9 l UN PLATE FOYER T01 ??vY v Ex IFNI) TU CEILING JOIST FDR ATTACHMENT j IWII DPARD 1,10- JOSE POQ:H 51?' - 1 NU-WOOD RECESSED ENTRY ? RECESSED ENTRY DETAILS 2. SCALE- 1/4" The Drees (;Omnanv Ix6 STUD 5 2x4 CRIPPLE STUD 110DGH oTENIND 3 2 3-1• (2) 20 10P PLATE 20 JACN / STUD 2x4 SILL ELITE 2x4 EO DQM PLANE n_HIP DORMER DETAILS 1-1 1.4 2:B RIDGF. 1/2° s1IFATHINc Ripl, R AFTER T RI P RAFTER NRODOARD 26 RARER SHEATHING (2) 26 HEADERS' 2x4 CRIPPLE [ / L SEND / \ DO uv u RAFIPR 2040 FIX AA CR N (2) 2x4 I F. SDI S DEIIIND NaICH Of'EHgC TOP PLATE e b 20 JbW.K STUD 214 CRT PEE zx1 SILL I I"4 STUD F F 4-0 N TINRD SHEA FA HINC I kl2 . y_i I. 112 20 DOTIOM PI A1E GABLE DORMER DETAILS 7 / TRUSS Ir5 _ 7 "I CROWN MOULDING - ` 1x0 (RIPPED) TRIPLE FILI R4 i[R SHEATHING 3_2 PANEL SIDING 4-3/4' pry -CROWN )AG D SECTION i2 TRUSS MOULD CROWN 2 H -2040 FIX W/ SUIARSUREEN `Pi OEHIND - a6 DNT E LEVATION 'ENTER 2 ' 40 wIN(f . w DELUX GABLE DORMER DETAILS -9 1 D ELEVATION SALE 1/2' - 1-G, <-Tn_ F)FTAII SHFFT Std. B1 NL 5hre1D4«p4N: sneer No. A TRIM 2xfi -1 I/4' CRPWN AbiNIMNG _ 2x1 {zf II /Ta In KML WNN1- %// --?V - HOb HGH -CNUW WIND RIDGE DETAIL I I/4' LED M°UT) R - • ?3 I/4' R'N inILLDNx - lx10 RN1LR YOU ALL' . ?m DRYWALL 845E MOVLD I(2' GN1W'w1 _L 2 5/1? ° ED wOUlll Crnxut X15 NL14 G PLAN 6 T ELEVA ION BOX COI IJMN zx6 - PLAN vlEw TRAY CEILING n DETAIL DETAIL INTERIOR GVA PAT t?2.4 SCALE: 1/4" 2 6 ELEVATION m ,IO153 JOIST w GPMSfOP%NG - Pf SEAIENT I" fiASC 1AM ? 2X4 24 I' -4x4 PRCS;INRE - - lAFAJED POST 1- CkGWiI uDPLP _ (?""` a CLL141 ?E)INTERIOR COLUMN DRfN nSECT10N T}IROUGH LARGE IOxI6 SUNROOM " " ' ` SOWN LE PLAN - = I -D Q SCAEL: 1/2 IGINING R ONtp 2'a SCALE: 4/6" = 1'-0" ROUND OLUMN DETAIL 1 TERN IOR/ X n LX7'L1tIO t 2n1 is' o? 2' 1)"A41 PAN TRAY CEILING DETAIL " ' ' ------------------- ------------------- ' tWO R rO Sts - WuL mwslNJ nowt- _ - x10 Rf A5 h! - 1 2e10 Rylf6 k 2^2 SPALE? SPA Es TRNCIpN, Eh1:REQEG 1AHS56- ? fIDOfl Co 1 2 Ix4 LN SCALE: 1/2 = 1 -0 ? r l ! Q SCALE 1/2" c l -C (PNLY F OPEN 780"f) 1 Nl .'EII. SLP PLW I ' WK WALL LR.40ND 5 j WING WNL ff"O 4 i r V 4 1/4 (Y P FUR SIZE 6x6 WOOD POST ANCHORED C? ICWADIC - TRUSS ROT 2.x4 ®24' O.C. TO concREC W/ wAM-s D z'° ®Z"' O.C. R M M HEADER SUNROO 4 ? SPA-44 A"c"°R ? DETAIL ANCH DETAIL -RANCH DETAIL - 2 STORY I DETAIL Il a DPtlww 2x4 NNLtN l SCALE: 1/a" SUA ; J 2x9 CONT zxa c°N - -__ -----___________________ BEARING wR SPACE 10-? COLUMN 2' Alm MEwrowu 1,10 WRAP AT TOP W/ r-t" l Roof SNEATHING? Rof SHEhTH"O a1E PUI; 10 rRSDRf RIDGE VENT 1x10 R131E EDGE COI At 4L, (E) 2x19 RDCC UWR PJNCRONS. HVILSLY ??x2 SPACER 0 IT P 4x4 WOOD POST ANCHORED iL o CONCRETE w/ DW-SAC TOR SI TRAY CEILING DETAIL 0' " ? "° "?" DOH RN,ER RIDGE DETAIL 1 - l SCALE: 112 LI2 RAMP ANCHOR +PA-44. f N r A 11H L A ? EN F _ 5 .H CHAR RRE ,xN BEARING - COLUMN Iz12 wRAa AT DOrrolA W/ ? ¦ CKE CUT AT 45-. (3) SUPPORT BLOCKS 2 " ^ ' a x 1-11 a 5-1/2 2 EE?aN, E-1/2 ? FOR S12L EQUALLY SPACED IN,.COI,IIMNL 1 .111151 ? ? DASEMENf ION G O B ELEVAT EARIN N N- ELEVATION COLUMN BOX COLUMN DETAIL T PORCH) ?H)COLUMN DETAIL (INTERIOR) , II)xIO SUNROOM SECTION THROUGH SMAI,I n (FRON 24 ' " - . 4 2 " = 1 -0 SCALE: 1/2 1Z SCAT E: . SCALE: 1/2" - 1'-D NIn a A 11 Ili RI Ivan FAS" SUITING IF HEADER WITH IM COIRON RAILS N 3' GRO PATTERN AS DOWH AND Y O.C. IN AL rnwINC (MDS AND EILS) rw) DIED IH. HFMFR-70.AACK MID STRAP IN B7M SIDES Or WINNE [17P_)(WSIILLL IA FACUE u 51 OWN ON SAE MATCH, NFi. NO MAY) 41% (2) 2' R 4' (TYP.)-f uILNI Ui lv K 1u Prv U M ?fMMN 2' i0 IN )016NED NOUN) ICE PLAIE CNNTEURY IS REGJIIED PER R502.J2 HW FIJ WALL 3ECIFNI PER WTHINC FILER F COD) Im SPMER ME N 2 ROWS B 3' Of, IWD ED. IGDEA-IO-JAG%-SUIO SITU ON 00111 SYIES OF OPENING )RLF.,JD, LSTA24) ?r LADLE R60M-%]) ':I 1 '1 1 Rd CCwINN WJLY N J' uC LOP J AND BOTTOM I I ? i F OUTSIDE ELEVATION NPgNAAH CODE WDURENFNE ONLY FOR USE ON HUES WITH TOM SHEATHED PDROOD OR 05B ECIMR WALLS, PER RD RF4E106. I- -YN7QD SFRUCNRN PANp. y OVER ARFSITRO HAND JCNSI IISF FIONIF>A *01) NEI "RD,, I-NNS'I W URi 1DNDER RN JRSI TO NAIIEIE P01ENT4 ECA II OVER BAND .OSF q IF PANEL EDUCE IS NLEDED I W1 DI WRHIN 21' GY MD-HFW. DLOCIONG IS NOT REQUIRED. ----I NO, OF B+CN 5TUD5 FARE RI 511&2) MIN. W;DRI BI CN 61 HFKLTR 10-WIOWI HARD. FOR DAI 16' MR. FOR 4'HDCHI MIN 2'M2'%5/3fi PIAIE NRSI4N- ANCHOR BOLT PER R40J 1,6 (Irv.) [0111 PER CODE (ELP.)- DETAIL I/R' - 1.7 OUTSIDE ELEVATION NFORTAM LODE REDINP[NEILL ONLY FOR USE ON INES Wn MAY SHEAIHM PLYWOOD OR OSR EXTERIOR ONES, PH HE RMICE1 ¦-ra 11100Id1,n Th p T)raa.e (?nT-nT) A n V APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS (STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 2 OF 3) SCALE: ,!2' = 1'-0' ,1/M NN. INIIXNES.S NDOR SERRCTUCK 670 LD. TRAANI NICIORS PANEL WI CHAP) IV: NO, ITPI) I(IJTHN ORIENIAIXN CR)- NNIL SOLE PIAIE T0. PEN TAKE R602.3( I) u I- -WOOD SINNOILRAL PANEL WINRG OVER SIDE ELEVATION OUTSIDE ELEVATION APPROVED M AEC[ AN wAN1 CODE FEODWENENI: MY NUR"(N HOMES LAIN FOIY'_KAFHFD SIDE ELEVATION ME SOUR PLAIT IO JOSE PER TAM R502.3( I) APWD BAND &V RAE SD,E PV2E 70 JOSE PER ;ABLE R602J(I) APPROVED 941) A161 SIDE ELEVATION RUM OR OSR E4IEBON PINTS. PER IOC AR02.IPS HWIIWV: AW,IONS NS'INIHI PFR INE ANCHOR WlNFAC14RFA5 RECCMNFELATM NET NAY ALSO M W AIED YERPKAiY.- USE [HUNFLIED MOOD PoR DOW. I. JOSE. U8 Ott IUNDER RM J= 10 NH MI IgTENNl FOR OVCUE )YER DU ADS- APA DETAIL OF NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS 5 (DETAIL 1 OF 3) -(STRUCTURAL PANEL OVERLAP OPTION) (DETAIL 3 OF 3) SCALE: I/2' CTn nF-TAI1 C1-.1r- FT D NW S o MD D: Sheet Nu. SR.O MAY VARY --- IM NML. AI 12 ILL.- ACLJOKL WIN NL CNN'IFR I (NIERIOR) 1Ed RAL AT W O.C. Nftlml LOOS RLLUIh91ENC CAIIY FOR USE ON HOWES WRR FULLY SHEATHED FLYMOp1 CH O`.8 [MRCA WALLS. PER IRC R502.105. N ML AT 6' O.C. All FFANNG MEMDLRS AT MAIL EDGES 12' 0 C_ ON A UL FPAMNO 1EMOERS KF AT PA'CL EDO EXAMPLE OF INSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: 112" = I'-O" CRRMAIIOR OF CORER SRO MAY YA41 dM MIA[ fi U9. NI TW % IAEMRCFS Al PNA DOGES AND 12' I1.C. LW NI. Hmm MEMBILK ml Af PMR =S {RP} IMPORIAI COOL REWRLMLM_ ONLY FOR USE ON I19MES MAIN EIALY SIBTflfb PEmWO OR OSO, Foram WNIN MR w RWP.IN.a EXAMPLE OF OUTSIDE CORNER DETAIL PER IRC R602.10.5 SCALE: 1/2• = I'-O' 9VV NN L. MD INSTALLED W ACLI.WIW WITH IRC CWBTFR I (MFRIOR( e I I I I r r r A I I ? I I r r T t 9d, N'. On I ShM Iksmtlm: SFIPPt N(1 F--- Q J Z Q W Ck:? m Z:D F- LLJ Z C) 0 OPEN SINE ELEVATION RETANGULAR TUB PLAN SCALE. I/B" =.I'-O" Y-114 CCE MOULOIIC 1/2• CONCRETE BOVN 66 CCRAMIC PEE h4 N70R KKRL MAIL. f 4G FOR CROP DN Rn I - SECTION TARO RENOVARFE PANFI. Al TDB PLATFORM 2-1/4' CAGE MOULDIN G'. t12' CUMI - WEER 112' CURWLT - MITER -- OOISDF COMM OF OUISDC OORIARS Of DGRAPLY PANELY CUMY PANEL,. P% IOULDIK _rp CKM (1) PAC 10 CENOER FOR WNIOWL W IP)l i0ESS (11LD RERRUEN0. 4• avers IS-4 f) i CUTOUT MODIFIED FOR REPIACERCIR FNfL. SEE PANEL SEM DEIALS THE SHEET. 2-1/4' CASE M7UIDING 1/2' DURAMY - NITER ' 1/2' DMtlf - IIIIF11 g OU66E CORNERS CF OCTSDE CNNLRS OF PUIW'LI PANELS. Dumv PNDLS- PSE W LDINC OFC RNO VNAES 1, t, I. I PNEL CIROII OPEN SIDE ELEVATION PHON? 7 CORNER DROP-IN TUB PANEL ELEVATIONS SCALE: 1/2' - 1'-0" 2-1/4' CASE MOIADW h2 1 5' LONG BLOCKK ATKII(D i0 &$K SIDE OF PAC CUIDUL 112' DIIRAPTY -- CXL HULLING PYI W OF PAC q OF IRAN O m, PAHEL SECTON U ' PANEL SECTION DETAILS SCALE. I" = 1'-0` P e a? i?%ve%e%n The Drees COmDanv I STP. DFTAII SNFFT 51MB1 kE SK lI ,iLPL?, 1Y2. 5' LONG 0.GCKHL AT"', ED ip P/CK SDC OF PWNEE. MCIp, FOLWL EOUK [CON EUWd 6x6 Cm*r TEE 2' BOILHOSE THE SIDE ELEVATION w/ SHOWER v Sheet NO. 2-1/4' EASE HO'ADINO? 1/2. DOFCET - ATER OF DIMPLY LCRXFP; OF EwNiWLY PPNfLY Ru Mau BIND "o*F Pal PER MUSE HAN_ SIDE ELEVATION w/ SHOWER 6d COUNIL 111 2' 0.LNOSE TI<_F SROWER PAN PER OLE Lim rugL WNW wwu velum Unill ID[f 0 FRONT ELEVATION RECTANGULAR DROP-IN TUB PANEL ELEVATIONS BCALE: 1/2" = 1'-0' GPAN- _ AN IP PLAN 11 II Town w II II - P 4 a IL. v=J1 Y FROo- 1T ,? SIDE REAR v TUB DETAILS SCALE: 1/8" = 1'-0" PLAN STDNER SEAT REAR FRONT SIDE ?- ® O? ®-PAlS WOR SHOWER DETAILS SCALE: 1/8" = 1'-O" STD. OWNER'S BATH DETAILS (WITH SEPERATE SHOWER) SCALE: 1/8" = 1'-0' 7 ROM 6'11F f CAP NOTE ION FIRST ROW PLAN 50 CAP ITS MR WOOW (IF MNDUw S P SiNI) f II I' INN DAR I II 1L J 2*KUNZ[TIE 6' CEWIC TIE FRONT SIDE SE DROP-IN TUB REAL &? PANEL BEVARONS (()- 97. D.02 TUB DETAILS (JETTED TUBS SAME DETAILS) SCALEI 1/8" - I'-0" Im a - i' WLUIO;F 1lL - 6' COUNC TIE PEAS WITII HALF WALL Ig1L CIR RISE ROW r+u?ii l SD CAPRIS MIT MNCOW if WNDW K PRESENp PLAN 7 BUlNOS[ IlE 6' CFIPNC TIE SOW MW IN CL OF gg 91N ROW Of 6' 111. SIDE FRONT I. F? INIIkU WOR SHOWER DETAILS SCALE: 1/e = 1'-D" DESIGNER OWNER'S BATH DETAILS SCALE: 1/8" = 1'-0 m PLAN .1 = -E A( 5 &_i!DN-I ©_S HALL BATH (CONVENTIONAL TUB) DETAILS SCALE: 1/8" = 1'-0• " II INEI BAR ,I II IL___JI - 2- B LME TIE + 1 L _J CER" 111E FRDNI O SIDE ©.- _ " ONUP-IN FEE REAR PANEE ELEVATIONS ?- SIR, 0.02 JETTED TUB DETAILS SCALE: 1/8" = 1'-0" JETTED OWNER'S BATH DETAILS SCALE: 1/8" = I'-D" (SHOWER UNITS SAME AS STD. BATH) `- ti rN PEDESTAL SINK IUlll PAP.N HINDER PAPER HOLDER LI_I) TOWEL EXW161 FAN BAR Im BAR TOWEL BARS/EXHAUST FAN PAPER HOLDER/TOWEL BARS SCALE: 1/8" = 1'-0" VANITIES - SINGLE VANITIES - BETWEEN WALLS - NPROR NDIII • Y D?1 IIWI gVP/IW WmN VANITIES - DOUBLE PED SINK DETAILS* VANITY DETAILS* - INT" -m . vwnna mm SCALE: 1/8' = 1'-0' - mW HNN NFnR . 1[6 nw n _ 111 uNI 1IXILId '(SID. IN POWDER ROOMS) SCALE: 1/8' = 1'-0" - mLN YNRf xPH . iT f9R - R) lon vNRNF '(HALL BATH AND OWNER'S BATH ONLY) PLAN 2 ROM fi ILL f GP NOT CUT FHST IUW En OW FITS LNJLR WNTON (E IWNIKY S PRFSFNI) SEE DROP-N NB PANEL 1 LYAI FRONT s AWS o) la. D 0al CORNER TUB DETAIL SCALE: 1/8" - 1'-0' n. ui 1 Wd rou.a,r I I Chncf NAn - IIWI\ IVI\ V-V nry1 MV PV IIIIM PVn J-V nnW. W, In IVIYL YVI1411LIC VIN PSI MIN. UNLESS OTHERWISE NOTED. - PROVIDE FOOTER DRAIN TILE ON INSIDE AND OUTSIDE. OF FOOTER 10 SUMP PUMP OR TO DAYLIGHT. - BASEMENT WINDOW LOCATIONS MAY VARY FROM DRAWING DUE TO LOT CONIHIgNS. - 3' BRAN DE FIRE! FOOTER AT 10'-0' O.C. - BACKFILL ADJACENT TO FOUNDATION WALLS SHALL HOT BE PLACED UNTIL THE WALL PAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR OR HAS BEEN SUEfICIENRY BRACED 10 PREVENT DAMAGE BY THE BA.CKFILL - MAXIMUM ASSUMED SOIL BEARING CAPACITY: 3,OW p.s.l. - WATERPROOF FOUNDATION WITH BITUMINOUS SPRAY. - VERTICAL CONTROL JOINTS IN BASEMENT FOUNDATION WALLS - STANDARD LDCAIION GUIDELINES: 1) PLACE A CONTROL JOINT IN ALL UNBRACED WARS OVER 30' IN LENGTH. (NOTE: 'I' WALLS AND CORNERS COUNT AS A BRACE). 2) WINDOWS THAT ARE LARGER IRAN THE STANDARD BASEMENT WINDOW REQUIRE A CONTROL JONI. J) CONIKOL JOINTS ME NOT REWIRED AT EVERY WINDOW THAT 15 STANDARD SIZE. 4) IF THERE IS A STANDARD WINDOW LOCATED IN A WALL SEGMENT THAT REWIRES A CONTROL JOINT, THEN THE CONTROL JOINT SHOULD BE PLACED ON THE SIDE OF THE WINDOW THAT IS ADJACENT TO THE LONG SIDE Of THE WALL IF THERE IS MJ THAN ONE WINDOW IN A WALL THEN ONLY ONE WNDOW SHOULD NAVE A CONTROL ARE 5) DOORS DO NOT CET CONTROL JOINTS. 6) CONTROL JOINTS SHOULD NOT BE LOCAIOO WIIHIN 3' OF A BEAM POCKLLT. 7) CONTROL JOINTS ARE REQUIRED AT THE FIRST AND UST STEP DOWN AT STEPPED BASEMENT FOUNDATION WALLS. - INTERIOR FIATWORK SFUIL HAVE A MINIMUM CONCRETE STRENGTH Of 2,500 LOS. - SMOKE DETECIORS 10 BE IHIV AND HARD WINED. PRCAIDE BAKERY BACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, THEY ALL SOUND), - All CAS APPLWICES MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. - TOLD THE CENTERLINE OF All EXTERIOR LIGHT EXNRCS AT 5'8' Off FI ERELI Exifm SURFACE. - A STAIR HANDRAI, ON ONE SIDE ONLY, SHALL BE CONTINUOS FOR 11 ENTIRE LENGTH OF THE STAIRWAY, AND ENDS SHALL BE RETURNED TO A WALL OR POST. RE fANORAIL MAY BE INTERRUPTED Al A NEWEL POST AT A TURN. - HANDRAILS SHAL BE INSTALLED ON ALL STAIRS WITH 3 OR MORE RISES, IANDWJL HFIGHI SVAU OE A MINIMUM Of 34 inches AND A MAXIMUM OF 38 inches. - All FUNDRNL CRIP PORTIONS SHALL NOT EXCEED 2 5/8' IN CROSS-SECTIONAL DIMENSION. - KITCHEN LACKSPIASH OUTLETS 10 BE WD UP (WHEN IN THE BACKSPIASH), 37-1/4' FROM TOP OF SUBROOR 10 BOTTOM OF BOX. - GUARDRAILS MUST BE A MINIMUM Of 36' NOT. GUAROIALS AT THE OPEN SIDES OF SIRS MUST BE A MINIMUM OF 36' HIGH MEASURED VERIMLY (ROM THE NOSING OF THE (READS. THE HORIZONTAL SPACING OF THE VERTICAL BALUSTERS SHAL BE I' O.C. MAX. - THERMOSTAT TO BE 64' OFF OF FLOOR - AT LOWER LEVEL, FROMM A G EONC 24 WAR . WIRI STUDS AT 16' O.C. HELD 1' OFF IDUNDAIION WALL VON ELECTRIC AND STRUCTURED WIRNG PANEL INSULATE WALL AS REWIRED. - CABINET SIZES MAY VARY WITH FULL-OVERLAY CABINETS. - GROUND FAULT CIRCUIT INTERRUPTER (CFCI) OUTLETS 10 BE WALLED PER NEC 2005, SECT. 210.3. - PRINDF HOSE BIDS PER DMSION SPEC. SLID. EXACT LOCATION TO BE FIELD DEILDMINEI, UNLESS CUUMISE HOPED ON THE PULE. FRAMING NOTES I SECTION, DETAILS & ROOF PLAN NOTES - DESIGN LOADS: UING AREAS: 40 p.s.f. LIVE LOAD + 10 p.s.l. DUD LOAD = 50 psT. SLEEPING AREAS: 30 pl. LIVE LOAD i ID ps.l. DEAD LOAD = 40 p.s.l. ROOF: 20 p.s.l. LIVE LOAD + 2U p.s.l. DEAD LOAD = 40 p.sl. - All.. WA IS 10 BE 3 112' UNLESS UIHERWISE NOTED. - f[ME ALL BEARING, EXTERIOR, KITCHEN, BATH, STAIRWELL, AND C.AJAPi, WALLS AT 16' O.C. ALL OTHER WALLS 10 BE [NAMED AT 24' O.C. UNLESS OTHERWISE NOTED. - AIL NON-BEARNG INTERIOR WALLS TO BE Al 24' O.C. AND ALL BEARING IMERM WALLS TO BE AT 16' O.C.. ALL 2ND FLOOD FOYER WALLS 10 BE 16" O.C. FOR OSHA REQUIREMENTS. - AT I. WOOD BEAMS AND HEADERS 10 BE S. PINE 12 KD WITH E-1,700,000 pst a LYL - ALL WOOD JOISIS TO BE S PINE 12 KD WITH E-1,70U,DOD ps.i., SPAN MUST BE LESS JIM 20', USE ITEM FIR IF SPAN S 20' OR MORE - AL LVT's TO BE TJM MICROLLAM WITH F6=261JU, Fv=285, MW=1.9, Fc=750. - PROVIDE 4-1/2' SOLID HEARING TO FOUNDATION OR REAM BELOW FOR All BEAMS, REAM. AND GIROUR IRUSSES. PRIAATE BLOCKING BETWEEN JOISTS AS REQUIRED. - CHECK SELECTIONS FOR FLOOR COVERINGS AT TOP AND BOTTOM OF 57NR PEERS AND ADJUST RISER HLOG19 AS NEEDED. - SEE FIREPLACE ELEVATION DETAIL FOR AIDIRONN. FRAMING REQUIREMENTS, IF ANY, AND SEE SELECTION SHEET FOR SIZE AND STYLE OF FIREPLACE. - PROIUL EADCKING AT ALL HANDRAIL BRACKETS, TOWEL BARS AND TOIIE7 PAPER HOLDER IDCATIONS, - PROVIDE 20 MIN. FIRE-RATED DOOR WITH WAGE AND LIVING AREA - PAD OUT CJJAGE WALL CANNES/ FLOOR JOIST CAVMIS 3-1/2' 10 RECENE FULL BAN INSULATION IF HEADING/ PLUMBING ARE PRESENT. FRAMING FOR HAAG CITASE TO EXTEND DOWN 10 GARAGE SOD. - ALL BEARING WALLS TO NAVE DOUBLE TOP PULE. - A PARTIALLY EXPOSED EXTERIOR WALL, WAIL SHEATHING SHOULD CONTINUOUSLY RUN ILA BOTTOM OF SUB FLOOR - ALL LUMBER CONTACTING CONCRETE. TO RE PRESSURE TREATED. - ALL FASIENERS, HANGERS, AND OTHER CONNECTORS 10 RE USED WITH PRESSURE TREATED WOW ARE 10 HAVE ZMAX COATING (OR EOUIVAILNT) HOT-DIPPED GALVANIZE) OR STAINLESS STEEL - ALL EXTERIOR WAITS AND INTERIOR BEARING WALLS. FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT, SHALL BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDS TO THE HIGHEST CEILING (I.E. NO INIFRMEXATF BREAKS) 10 PREVENT UILAL HINGE COND%NS. - ALL EXTERIOR SHLAIIIING TO BE 7/16" WOW STRIICTURAF PANEL. SHEATHING OR EDUNALENT W/ H USEYAAP - GUARDRAIL DESIGN LOW 10 RESET A MINIMUM Of 700 I1E LATERAL FORCE - PRE-LN47NLLRED WOOD MUSSES 0 24' D.C. UNLESS NOTED OTHERWISE. - SEE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR TRUSS LAYOUT AND DESIGN INCLUDING CIRDER TRUSSES AND BEAM IOG710NS - AIL GIRDER TRUSSES TO BE BOLTED TOGETHER ACCORDING 70 MANUFACIURER'S SPECIFICATIONS, WHERE REWIRED, - TRUSSES 70 BE BRACED AND INSTALLED ACCORDING 10 MANUFACTURER SPECIFICATIONS. - TRUSS MANUFACIURCR'S DIMLNSUNS ARE TO OUTSIDE OF SHEATHING. - ROOF TRUSS MANUFACTURER TO SPECIFY All CONNECTIONS AND HANGERS ON SHOP DRAWINGS, - NEVER 10 HIB-91 OF IPI (TRUSS PLATE INSIIIUIE) FOR SPECIFIC BRACING RECOMMENDATIONS AND REQUIREMENTS. - ENGINEERED TRUSS DRAWINGS ALONG w/ 0I0-91 ARE TO BE PROVIDED TO FIETO BY TRUSS MANUFACTURER PRIOR TO ERECTION OF TRUSSES. - PRWOE A 20 LEDGER TO ACCEPT ROOF SHEATHING WHERE A FIRST FLOOR ROOF MEETS THE SIDE OF A SECOND FLOOR. - A SEEF-ADHERING POLYMER MODIFIED BITUMINOUS SHEET SHALL BE USED FROM THE LAVES PLUNGE TO A POINT AT LFA'T 24' INSIDE THE FXIERIOR WAR. I INE OF THE BUILDING. - PROMOTE 151 FELT PAPER UNDER SHINGLES - CONTRACTOR IS RESPONSIBE FOR PROVIDING All ILMPORANY SHOPPING AND URA ZING DURAG CON51RUCIION F'ON ALL ELEMENTS INCLUDING WALIS, JOISTS, MOSSES COLUMNS, MASONRY AND QUILTS AS REQUIRED, ELEVATION NOTES - WINDOW STYLE AND MULLKINS LAY VARY FROM ELEVATION DEPENDING UPON MANUFACTURER„ STYLE, PATTERN, TYPE, ETC. - FRONT DOOR COACH AGARS (IF ANY) TO RE SET AT 5'-8' ABOVE 111611ED SURFACE - GRADE AWAY FROM FOUNDATION WALLS SHARE FALL A MINIMUM OF 6' WHEN THE FIRST 10', - PRUADE HOUSE WRAP OVER ENTRE HOSE (INCLUDING CABLES). - PROVDE BRICK WEEP HOLES WITH WEEP CARDS AT 33' ox WITH BRICK VENEER. - PROVIDE 11AUTING AND WEEP HOLES AWX [NICK ACE IRONS. - PROVIDE [RICK WAIL ITS AT 16'o.C. IIORI7DNTAILY AND YIRRCMIY. PROVIDE BRICK WALL TIES WITHIN 12 Of ANY BRICK OPENINGS AT A MAXIMUM OF 36' o.c. AROUND OPENING, - PRUAOE TWO LAYERS OF TYVEK IN All AREAS OF SIWE. RFFER 10 DETAIL DN SHEET 7.01 FOR INSTALLATION DEIAJLS. - PAD OUT ALL GABLE ENDS (WAIWJUI WE EXTENSIONS) WITH I-IM6 WITH THE IL6 OVER THE TOP TO COVER THE CHUB OF THE SIDING, WHERE SPECIFIED BY HOUSE AND EEVAIDUN. - USE EXTERIOR PROTTCDVE COVERINGS ON ALL DIRECT VENT FIREPLACES (N ANY). ¦ rI t?% Yv TIrPPa T-Tmm?c - ' )Sld. H! BDT ( Shat Dewnplion T L !V /? Tl S T Order LAKESIDE PARK I Sheet Nn.