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HomeMy WebLinkAbout38708-Z Town of Southold 2/10/2016 t P.O.Box 1179 53095 Main Rd oQl •�,�oe ++' Southold,New York 11971 • 4051 CERTIFICATE OF OCCUPANCY No: 38090 Date: 2/10/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1475 Inlet Pond Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 33.-3-19.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/28/2014 pursuant to which Building Permit No. 38708 dated 3/10/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH ATTACHED THREE CAR GARAGE AND FRONT AND REAR STOOPS, AS APPLIED FOR The certificate is issued to Stamoulis,George of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0067 12-29-2015 ELECTRICAL CERTIFICATE NO. 38708 01-27-2016 PLUMBERS CERTIFICATION DATED 01-27-2016 ike Jacobi Autho ' ignat e > ' ��= i TOWN OF SOUTHOLD A. st � BUILDING DEPARTMENT I W .) TOWN CLERK'S OFFICE 0y ++ SOUTHOLD, NY 40 dao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38708 Date: 3/10/2014 Permission is hereby granted to: 1 Inlet Pond Properties LLC 65 Rock Cove Ct Greenport, NY 11944 To: Construction of a new single family dwelling as applied for per SCHD approval/ At premises located at: 1475 Inlet Pond Rd, Greenport SCTM #473889 Sec/Block/Lot# 33.-3-19.20 Pursuant to application dated 1/28/2014 and approved by the Building Inspector. To expire on 9/9/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,333.60 CO -NEW DWELLING $50.00 : $3,383.60 eil p 4km...if Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. / — / 91 New Construction: / Old or Pre-existing Building: (check one) Location of Property:/q S /A'6 % /00,41,6 Z.4A' ta,e?sci.J o0a47- , "I'Y //'1� z House No. Street amlet Owner or Owners of Property: //V L�? �® ✓ 7 Ped9A 7/£ Suffolk County Tax Map No 1000, Section 3 Block 0 3 Lot / q , 2- 0 Subdivision k a S Filed Map. /op 0 Lot: 1 q. 20 Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ 5 0 <O D /,-SMAh, e•tirrue-z- ' Applicant Signature ,• $r'J • J S°IMO Town Hall Annex �t �O l® : Telephone(631)765-1802 54375 Main Road 411 SIP Fax(631)765-9502 P.O.Box 1179C ) �e �, ���p roger.richertCa�town.southold.nv.us Southold,NY 11971-0959 1. 0 I� lyCOUNT(,�,,.1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Inlet Pond Properties LLC Address: 1475 Inlet Pond Road City: Greenport St: New York Zip: 11944 Building Permit#: 38708 Section: 33 Block 3 Lot 19.20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No. 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300-A Heat GAS Duplec Recpt 74 Ceiling Fixtures 26 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 21 Smoke Detectors Main Panel 2-150A NC Condenser 3 Single Recpt 2 Recessed Fixtures 80 CO Detectors Sub Panel A/C Blower 3 Range Recpt 1-20/ Fluorescent Fixture 1 Pumps Transformer Appliances DW Dryer Recpt 1-20/ Emergency Fixtures Time Clocks Disconnect 2-150A Switches 99I Twist Lock Exit Fixtures TVSS Other Equipment: 4-Paddle Fans, 7- Exhaust Fans, 1- Hydro Massage Tub, 13- Low Voltage Step Lights on Deck,6-ARC Fault Circuit Breakers Notes. Inspector Signature: W . - _ Date: January 27, 2016 Electrical 81 Compliance Form.xls �ifs' so/Tof Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q �� Southold,New York 11971-0959q 4,O rt1 BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICATION Date: 2? `‘ Building Permit No. 37 7 0 ownerfivieF 1 0,ec ee'D p C viz es- L•C.C-- (Please print) Plumber: d;ktn t!i PLJfh5 (Please print) • I certify that the solder used in the water supply system contains less than 2/10 of 1% • lead. Plumbers Signature) 711) Sworn to before me this 2 day of :.. .�. 20 / 6. \ -- CAROL HYDELL NOTARY PUBLIC-STATE OF NEW YORK I NO.01HY6189695 Notary Public, b.iired ' County QUALIFIED IN SUFFOLK COUNTY/• - / COMMISSION EXPIRES 06130120! LC 3870827 SOU45ol tt Qd TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ----C-CiatP,(124-7 (Cie; C-‘m-J1 s 6:6 DATE INSPECTOR .. A ..., 1 -3 ?_;--)0 (8 �,��'��pF SOUjy t\ IF i 4 I ---4 / , ___ ;s .o; r. - ---- -�- 4-n A- 1 TOWN OF SOUTHOLD BUILDING DEPT. c 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r i,<‘.c.„_r 4.21 # /� 4 , 44-1. Jed.- /1/7 ‘fLoot I II /, DATE ) INSPECTOR S 3 8 ?c) 6.8 _ ' ry �y�OUNiN,��,•' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CMY 12-E-mi-ggeize DATE ' 9 f INSPECTOR `'442.4i 57 !'1 o y �yCOUNi`l,�E�;," TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLUMBING [ vjlOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4.00 19 3� _ _ DATE `� INSPECTOR 7r1'64"-(91 q:',1 Q b ,,��„,_ soar ..',`o`. sow-, 1 t f 41 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PLUMBING [ ] OUNDATION [ ] INSULATION [ ] FRAMING / RAPPING [ ] FINAL [ ] FIREPLACE & C MNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: / ► ialiri 0 DATE 9/iii INSPECTOR "f /72i1 °)7D �����F SD j� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F DATIO [ ] INSULATION [ FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: cam' DATE. /4)/7/5 .' °/ INSPECTOR 7*T- --4(9/—e'cgT' ,,,,,,,,,,,_ 38 266),?__ „,,,,,,so„,,.;,,,... „.",, ,,,,, ,. ,. ‘ ca 4 $ ,..„.. ...,, .„ '�C�UMy,O . „,,,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOU ION 2ND [ ] INSULATION [ ] MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU ING REMARKS: (---- 14j : L,/ c.9-&____ 4 6 1 DATE // INSPECTOR ".....' . ,,,, ‘rD ��o��OF SOUT�olo,. .„, 0 70 g .E_____ 1 ItCOUNfot TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECyO1'1 [ ] FOU DATION 1ST [ GH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]-ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ Affl. f.r..0___:._..Ade ____ wej- _ . ,/ , ., 1 DATE / r INSPECTOR I 3e'') 015 --- „i40 soot,e,_ss A..1 ,„4gi TOWN OF SO ' OLD BUIL ANG DEPT. _.----- , 765-1802 - ..._,.....„. TION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FCiU NDATION 2ND [ ] INSULATION btu,/ [ FRAMING / STRAPPING [ 1 FINAL ' / ( [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 1 [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) , [ ] CODE VIOLATION [ ] CAULKING , REMARKS: ' ' ) I .•-' (9f , .. DG1119 at, I . . /,/ '.' , , / DATE A)A7/3---. INSPECTOR S01/7,1,„ *$ Z,70 C2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) kELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: vrfi,14-L DATE / /7?//6 - INSPECTOW /'' SO(/lyolo*z` H � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING /STRAPPING [ KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c9(- Co /- / 4g . - Y s DATE -, INSPECTOR • " FIELD INSPECTION REPORT DATE CONIlVDLNTL -, • ip r/r- ,,.-eimirw--.dr- tof. ,76 0'2,l_ . ,, (70 t4 FOUNDATION(1ST) �� ; ���� /Or . , • .197./ .), /K,,, •4.---," - - dAl...- ----1.: °5" . -1.,<-"Pf.A-e-7 -2.Iv l • FOUNDATION(2ND) e. = ik, ua R 0175/74 "fly. - Q, i /,?-'`,,L-1 -.._1, ' • P r �5 -i *, pI . i ROUPGLHUFMRBANG G& C�y % _ %iceof-- C 9, 4 ./),,ew,,(7, i--T.: . /9/6- it . • /e9 _,/, __,,,,,i,., 1;et: ---/".4,..1.6 7- 1,, . •,,i . (4'wer ,c1 Air— 617,1 --....-2Liz---.%7,,,/,,, ,,,,) ),/-_-fi',1 INSULATION PER N.Y. °aL� .3 f STATE ENERGY CODE 71(L)/I c- - r-e-. -0-�t' 4 4, . -- ' ' ' .. ' I-E7)7r/1( _ CC-- ' • . ' 1/:-...0:i,' _ ' - -6-•,-/- 4 .1/4„, fita_g_61-- - ,i, FINAL , • , 1? •t--4 " . t pADDITIONAL COMMENTS IS\-1 \ 1 Ge- 0-1,k_ kms-- 4-- T°1 m f / � 10-0D- l< i SSI a McI) c;12------- d (O . CI1t(j e -c' a Il , in g-- 79.6 (� Cb , i.. R o � • • ' . . . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 870c8 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined <3 [p i—O ,20 \ Storm-Water Assessment Form Contact: Approved (j) \ ,20 (I Mail to: Disapproved a/c Phone: (3)-5D4- p'lq Expiration 1 11 ,20 ?S---- ON/PllP" A, i•- , T- __ (� ceding Inspector i\ , l� 1� E -1-1 PPLICATION FOR BUILDING PERMIT `. 20Date , 20 Lii4BLDG DPT• INSTRUCTIONS O\nlf��(IF SOUIHOLD .S-app1rc. ion UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Q ck-'4,4 2-- "e;-14-02--c.- (Signature of applicant or name, if a corporation) 45- koc.ic-cove CrG.eic,-'/ 1 //9s' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder PA-e--'TN 5—a Name of owner of premises i /V L c..,T Pc, ..,./4 ia,e,d)5io---7/c S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate,off cer) Builders License No. f"-",'''t`�'i, . Plumbers License No. , ,,- ` . _ '``' Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /4?-5 /Al2 r Po/lib 404-iv I._ a/2 5.,5 iv PO i-7 AiV ii 9 V-v House Number Street Hamlet County Tax Map No. 1000 Section S3 Block O 3 Lot /9. 2-C Subdivision Filed Map No. Lot '20 -41 I. gCOtt A. Russell /' ° {« James A. Richter, R.A. SUPERVISOR 1 . .n Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 I.a �' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 . 1' '.-. ��`` Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US to,,..,. ass# " ry*► JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME- /PI-sy /9g,v /I&1/(S NAME: ADDRESS. 45- ie 0 GG.,j c C� ADDRESS: C2£4,ore)O 27 , ivy iigtAu P 7411-A Telephone Number. b 3/- 50 b— gv.9 Telephone Number- Completed Applications can be picked up at the Engineering Department after being notified by the Department, or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope& Appropriate Postage. DATE: /- / 4-s /17L Property Address / Location of Construction Work: / a-S by i- inv N.0 1/#,v C. SC T M #: 1000 33 03 14020 C-7,v cc,,)40,e7- / Ny I' 9 District Section Block Lot Required Documents for Stormwater Review: I( Copy of Complete Building Permit Application. )E Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. )1E De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. * A Complete Description of the Scope of Work Proposed under the Building Permit Application. X A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. a" FOR A 'ING DEPARTMENT USE ONLY **** I Reviewed Byfr•�✓ 4 / / / Date ( —2-Y —1 R• Appro ElAdditional Information Required ai eac k._. DATE: I- 17- if �<>.. 3 t' , `uwatern eContr APPLICANT: x.,110 gy �,�t LO 5 S.C.T.M.#: Nan n f e pig Checklist 33 3 19.2 PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries V b. total site acreage ✓ c. existing and natural and man-made features on and within 500 feet ✓ p �Z��ttp Ac-,p P4,4) of the site boundary as required in§236-17(C)(2). R n ex- CO r I. c 1 '1-c d. test hole data indicating soil characteristics and the depth to water V ! P a . 5 rc Pi-AN ,--1? I4cb e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) V g. location of all existing and proposed structures, roads, driveways, t/ sidewalks,drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring ✓ /`"(0 C a S-TX r,G 7)o✓" j. location of proposed soil stockpile area(s) V k. location of the proposed construction entrance/staging areas V I. location of the proposed concrete washout area l/ m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all vi impervious surfaces generated by a two-inch rainfall 3. Detail drawings (required for plan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures(e.g. catch basins,trench drains, etc.) bu c Lt s !Nsr4-44- d. leaching structures (e.g. infiltration basins, swales, etc.) - 9/ N H 4 REVISED 9/17/2013 .,, ,`O !� Town Hall Annex .? t J [ Telephone(631)7654802 54375 Main Road ` (631)76 5 g I roger.richertditagn316.ny.us • P.O.Box 1179 Q Southold,NY 11971-0959 = 'eyC ���1 tlfll tie rrrr • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Date: -5//eAo Company Name: C< 6C%�-1C - Name: • ‘7UA /e�z_4E). License No.: Address: . /jppL �/j S'©0711 0c.0 • /797/ • Phone No.: • ' 6—/6 ,y- f. JOBSITE INFORMATION: (*Indicates required information) • *Name: J /✓ 7 fo&D f/ per/ � ; Li-a- *Address: /975 . P©e•/o *Cross Street: akW, geo c _ Ll err *Phone No.: • (v 3/ : 3 3 — gtelo Permit No.: 3 '7o ' . Tax-Map District 1000 Section: • Block: Lot; *BRIEF DESCRIPTION OF WORK (Please Print Clearly) M2 ._ • • (Please Circle All That Apply) *Is job ready for inspection: • YES I NO Rough In Final *Do-you need a Temp Certificate: VTI NO Temp Information(If needed) • *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ' I *New Service: Re-connectUnderground Number of Meters/Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Do .824-Request for Inspection Form }et &" S a-if u ‘2- A 6 Mo 'k)J (4 I d E�iz-- Pcg- M F gr7/k"" L U r U _ � SEP - 8 2015 BLDG DEPT T;G,f.Gr i George Stamoulis 1475 Inlet Pond Road Greenport, NY 11944 Town of Southold 53095 Route 25 Southold, NY 11971 To Whom It May Concern, I, George Stamoulis, hereby take full responsibility to seed the lawn at 1475 Inlet Pond Road as soon as the weather permits. Please contact me on my cell phone at 347-739-5585 should you have any issues or concerns. Sincerely, 3LiZ _ 'earCoianfiellio0 expire*George Stamoulis I I PROPOSED SEPTIC SYSTEM (5 BEDROOMS) - SURVEY OF PROPERTY [1] 8 FT. DIA.x 16 FT. DEEP PRECAST CONCRETE LEACHING RING. BACKFILL MATERIAL COURSE SAND AND GRAVEL (3' COLLAR) AT GREENPORT [1]. 1,500 GALLON PRECAST SEPTIC TANK. TOWN OF SOUTHOLD COVE SUFFOLK COUNTY, N. Y. gpCK 010 1000-33-03-1920 C SCALE: 1=30' SEPTEMBER 9, 2013 OCTOBER 7, 2013 (REVISIONS) DECEMBER 20, 2013 (REVISIONS) » @wog- c< CL. EL- • 1,01;oio C 1' % 32.0' N . , Do X63 5 ,3 r t. . 0 ,. k 4 a !,,,. `„ ,,, 9'Za� E 683 p' f...0 ,...---7....44 \c" A A tfl cow b o -oCIL b-gft 4 , \ . Z. ora -s‘-'-s‘-'2:� va E 04 1Z LST N�+ 1MIN• -•\ * t.4 it e \ . to „,„ , -3, rn Os 50.0 73 o y 13 , 0 ,Vi I\ METAL R. , \ COVER • b \ ) , O i 1.6' \N.Ap00,0 I 'Z til f /y WATERMETER VAULT b 0 • \,,c . # • oll . , z e W. A-73% 0 ( N, c-1 ,4 _. `,.:1P,_ A .cv � fpr $o '15.4 HYDRANT # .\-- '15.4 CL EL. 4 - 4 26.6' RAIN RUNOFF CONTAINMENT o 0' HOUSE = 3950 sq. ft. sod 3950 x 1x 0.17= 672 cu. ft. InPtS 0` 1 672/42.2= 16 vf. cN,0 ,, W PROVIDE 2 - 8',, x 8' deep DWs. r ND .25S:5 — ---,\ deo - 0 if.' PO ' It/ G C',! � • = MONUMENTto ,® ° 0 ® r . � Lot numbersrefer to "Rockcove Estates" filed in the Suffolk 7 1 ' 0 County Clerk's Office on June 11, 2001 as File No. 10637. s ' 0CO tco , } , I am familiar with the STANDARDS FOR APPROVAL Vii% 9 t� AND CONSTRUCTION OF SUBSURFACE SEWAGE xi'ILO 0 rel 4F N . Ep DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ® ® a e�P .�., , . O ^ S. and will abide by the conditions set forth therein and on the I073 9� 0 ' permit to construct. , E@ ' h -- t v ' Lam'{,_; � . The location of wells and cesspools shown hereon are • °a t 0 ° cl - 1 f= .,j `, from field observations and or from data obtained from others. 1 0 ® i ® c �L;t, Elevations referenced to ark assumed datum. I t �' in A ® '. . �,; `` ID v 77 76 / LSA , ie ANY AL TERA 71ON OR ADDII7ON TO THIS SURVEY IS A VIOLA LION <, M1\ / l AIND ` OF SEC770N 7209 OF THE NEW YORK STA7E EDUCATION LAW. IV ; Sr'� .S LIC NO. 49618 EXCEPT AS PER SEC710N 7209-SUBDIVISION 2. ALL CERAFICATIONS , + �ECONIC Sr MORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR - (631) 765-5020 FAX (631) 765-1797 WHOSE SIGNATURE APPEARS HEREON. 2-8 :::3 P.O. BOX 909 1230 TRAVELER STREET AREA=31,057 SQ. FT. SpUFF.CO. i''EP�TI•I SERVICES SOUTHOLD, N. Y. 11971 13—235 r SURVEY OF PROPERTY AT GREENPORT N TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-33-03_19.20a COVE SCALE. 1 -30 SEPTEMBER 9, 2013 ROC cotger OCTOBER 7, 2013 (REVISIONS) ' DECEMBER 20, 2013 (REVISIONS) AUG. 5, 2014 (FOUNDA710N LOCATION) Gt CL. EL. � 32.0' 0 c-k-• 12;11 K' 191 A63.5 , �D .w a '2tr 8• E 03 68 39 N 1,1 , \ -5'51. tD 33.7' 0 co b CO o_ 6.7 0 .74 ,--.4 *co. d O O a,z A , ��2 u Z '0 1,20 trA to FNS-�\.1. A'Z Os 65.4' w o 0 0 tfl 6 7, 0 el METAL � COVER 011 N 64 o o i �.s' 34.3 s85, o 4 ) . �)k WATER METER sr VAULT 0 0 e0 ,A �� n ~,- . w d ,-4 .P )' F.\-• 299 HYDRANT CL. ' 4 26.6' LLM o am ► 65'66 NW 'x 0-* 5 6 r '``6' 0-. ROAD -Ke cx,. , coo 0 `.4 ONDZ85 �� LET i � 11 �N AUGA�9G - 2014 • = MONUMENT ° ca..,,,4; c)----, 70'.. -'' - ,CY) Lot numbers refer to "Rockcove Estates" filed in the Suffolk 40F ZE °�, County Clerk's Office on June 11, 2001 as File No. 10637. C , (94—_ ;'�. w" H �( E;=;:`' i5 The location of wells and cesspools shown hereon are �.,. _;y-.4, W y from field observations and or from data obtained from others. ;_ ` �._ ti" f Elevations referenced to an assumed datum. Ti.c7.1( q `j.� „„F 6Y ANY AL7ERA770N OR ADDITION TO THIS SURVEY IS A VIOLA770N 4I, , ,.+�` � OF SEC770N 7209 OF 7HE NEW YORK STATE EDUCA770N LAW. ,-a''"�• "' N.Y.S. LIC. NO. 49618 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS ' CONIC YORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR `: WHOSE SIGNATURE APPEARS HEREON. P.O. BOX 909 AREA=31,057 SQ. FT. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 13-235 , SURVEY OF PROPERTY SCDHS # R10-13-0067 AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-33-03-19.20 COBE SCALE: 1'=30' it., co SEPTEMBER 9, 2013 12 crno C OCTOBER 7, 2013 (REVISIONS) DECEMBER 20, 2013 (REVISIONS) AUG. 5, 2014 (FOUNDATION LOCATION) DECEMBER 15, 2015 (FINAL) CL. EL. < 32.0' �n 2� 32� 1.0T 51' �� CO 80 \ FE• 16'1' A rtri LA A,28 F rn 14 6cr 8.39 FENCE o I 62 0 MAIN ��j `ao GPS SOA D OAP" w U P 3'I' ENC 4' o 8.3 121, ONE STpO \\ C. 0:S14.tilE\- CHAIN L1N 5 NIGH 13 7' �' 7 &SAPS CO `'6 6• MF L4 a,. O X45 WA N "'\� LK \\IiwooD 0. 4E• IP 4.1 In 2.5 4 VJID E.rE WA o 0� 0 _pOpL EOU `° w CpNCR E'-• 31 CMF 73 o Z 4011110011011111j, ','�`- 7, C) 7 C31 \ISO 11 It" 73 > "—k. , s, 'z it. I V\ $ • \ m •_, s----' O ' \ \ !& CA �� 34.6 <�r O - ,\ FE•,Z 13 0Sig° / i GArt �� D m� vP FR• WAL ._i 1:1' . X NCEE WATER METER WIp �p -- METAL FE•,IGH A.' WALK2. VAULT 0 O . � i o6 0 LOT Q V� t, 0 GB CL. EL. r ____-- - r' \ 26.6' CI C.4 7� `L 28 9 \O \ r�.� `t o t L ili i JAN 1 1 2016 ,� `Z► U' ik GMF ,�� g.8 302 �,> °2'10 Ar*014 E.\,• 569 t__----- ----------— r 1�6O 0 r p0 28 P "1 1141° ,U;F(;t<COiiN€'j i.: "-rr . -, • i"` _ ,k:�� 11 Ap h..-, .,L.07- .,..re.?;:;11.,.1x:1}e`.,: •'(.J tOS 1 A ;i���,E PAWL-. iif:SiDENCE Wei ■= MONUMENT Date C 2 9 2015 Its.Net.i'sao.i0®I3-OO 0 az LU era WATER METER The serra,3 ciz ,M.L?=rd wz er c::•r: at this icczt n Imo becn > a® _� 0= ,.:•6'w-4.Jof c..:11:.ted ity 12'.!-,r'^711^t••^.lt r.'r;s:,","::y es r:d s";: ZD um ill _ x3 __ FOR i r i�firiA:f:®Jh•OF 6 Ua.3 :iv ly'y'�r �Li �V qy f 0 CI Y3 ,t+' r � �° -�, ..-...- moi. Lot numbers refer to "Rockcove Estates" filed in the Suffolk . - ��-r. . ---.'"-,`� '=,' •_` � ..ter .�.-�r--��__ _ .;. � ® 00 County Clerk's Office on June 11, 2001 as File No. 10637. _ A �- qq ..-. '` SE'P'TIC COCATIC111Y5' '�i- I `, -_{ .:- : . �v The location of wells and cesspools shown hereon are '__..—E,''- •_;� �, �� from field observations and or from data obtained from others. A Biik (L - I - 400 Mu. ST 24' 35' , i Elevations referenced to an assumed datum. \ t•-,;, '�,-�� W- 'N. Y.S LIC. NO. 49618 LP 38' 43' -�.-, � , ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ' .0,2%,.4,„1:,,47141 ORS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCA770N LAW. (6 �76 '�020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 SAIDHERE MAP ON ROR COPIES BEARE VALID FOR I THES A IMPRESSEDP COPI SEAES LOFFETHE OF OSSURVEYOR �E` V, o NLY IFP.O. . 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 13-235 . \- . .. ,•---,,_-_0. 73 go . . ,..! . ''' .. - _ , ---- - • ,./ -- -•.„---,:-:-.,.-7r,:-.2:7------ - -_-_-_:_ ,... ii iiiiiimi - -iiiiiM1111 - Mill IIIIIIIAM ' _ __________________ . _____ _ , .,... .. I , - =. 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'I I /1" Nomihimiri -.t. . ____-_-_zy___-_-_-----,------- ------1 — --,...... .----::-----_,-----,--- --• - . 7. 5‘ - .7AS ov-/, , , — . _ ' ... 4 / s, . ________ ___r___ , - ,,p.•:if." 0 •N. , , ,• ,.rt ,,,,P1 •-.- ;S' J ; 1 . . , , . I sf . . _ • , , -Th I'': ' r. 7 , , . . . , . , I _ Id OCT 13 2015 ,. . ., . . I , . - , [0.003 .8 _ P- 20 . .. . ,. . . . - . . - . bAitt10.-F4,1:3415 C , . , -- ED is) '...- • - - ---. - .___ . ... ._....„ , . ... ,90 .--,,, ••• ,.. - , '''.7co • - •B• . • .6' '''r. INLET POND PROPERTIES LLC . „.,-(D •c,D No. .,)• c.n.v,,.. ?Lu'2 . ilit .ee I-• 0'.0-,: -1475 INLET POND LANE =6, , I. NY SKI• . : • .,g:-,..•,. . , , GREENPORT . . ,..o• ,e• ',\-- ', ,, -‘..k,, -- .• - .` • ...-9›... .079,50 • . CHORNO ASSOCIATES ,., s, '/,-4 ,/,,, .4 ., - t, -i,, :--'5gii, --r.; i, architects. V ' - — . ' SOUTHOLD,NEW YORK TYPICAL DECK WIND UPLIFT REQUIREMENTS IC HEADER GIRDER CONNECTIONS: USE THE FOLL❑WING USP BRAND OR APPROVED EQUAL GALVINIZED IA ; DECK HEADER UPLIF- METAL CONNECTORS WITH THE RECOMENDED FASTNERS AND 1 SPAN SPAN lbsINSTALLATI❑N BY MANUFACTURE. . 6' 1408 PRODUCT UPLIFT GALV, MINIMUM DESCRIPTI❑N 8' 1878 NUMBER lbs. FASTNER REQUIRED 20' 10' 2347 4x4 POST: (12) 16d COM. NAIL 12' 2817 PBS44 POST CAP 1815 BEAM: (12) 16d COM, NAIL 6' 1859 4x4 POST: (8) 16d COM. NAIL 28' 8' 2479 PBSE44 END POST CAP 1430 BEAM: (8) 16d COM. NAIL 10' 3098 BEAM/GIRDER: (2) 5/8' BOLTS 12' 3718 KC44 4x4 COLUMN CAP 3265 POST/COLUMN: (2) 5/8' DIA. BOLTS " � 6' 2310 8' 3081 4x4 2240 FOOTING/PIER: 5/8'x7' ANCHOR BOLT r r 36' 10' 3851 PAU44 POST ANCHOR POST/GIRDER: (12) 16c1 COMMON NAILS 12' 4621 4x4 WET POST ANCHOR - x CB�44 COLUMN BASE 3585 POST/GIRDER: (2) 1/2' DIA. BOLTS O. j N UPLIFT C❑NNECTI❑NS FOR: KCB44 4x4 5650 WET POST ANCHOR JOISTS-TO-GIRDER / HEADER COLUMN BASE POST/GIRDER: (2) 5/8' DIA. BOLTS o IR 1DECK CONNECTION MIN. 8d NAILS 6x6 POST: (12) 16c1 COM. NAIL v t SPAN CAPACITY REQUIRED PBS66 POST CAP 1815 BEAM: (12) 16d COM. NAIL ,o 12' 427 lbs, 4 PBSE66 6x6 1430 POST: (8) 16d COM. NAIL . IF 16' 526 lbs, 5 END POST CAP BEAM: (8) 16d COM. NAIL D 4 1 ' 20' 626 Lbs. 5 6x6 BEAM/GIRDER: (2) 5/8' BOLTS 'o ', 24' 726 Lbs. 6 KCC66 COLUMN CAP 5225 POST/COLUMN: (4) 5/8' DIA, BOLT S L=III=III=III=III=111x11=111 11=11PII_ Iil_III�II=II( „III,;,111,;,111111,;,111,;,111,;,111,;,111,;,111,;,111,;,111 ,;,111,;,111,;,!!1 28' 826 lbs, 7 TYPICAL DECK 32' 927 lbs. 86x6 F❑❑TING/PIER: 5/8'x7' ANCHOR BOLT N.T.S. 36' 770 Lbs. 7 PAU66 POST ANCHOR 2350 P❑ST/GIRDER: (12) 16d COMMON NAILS 6x6 WET POST ANCHOR CBE66 COLUMN BASE 3570 P❑ST/GIRDER= (2) 1/2' DIA. BOLTS • !III KCB66 6x6 5640 WET POST ANCHOR �� COLUMN BASE P❑ST/GIRDER: (2) 5/8' DIA. BOLTS sd a e s- do RT10 TY-DOWN 585 J❑IST: (6)8d COMMON NAILS ' ANCHOR HEADER/GIRDER: (6) 801 COMMON NAI_S ALT. TY-DOWN J❑IST: (9) 10x1-1/2 NAILS RT20 ANCHOR 1105 HEADER/GIRDER: (4) 10d COMMON NAI_S INSTALLATION NOTES: 1). ALL POSTS TO BE ANCHORED TO FOOTING OR PIER WJITH POST 4INC bATE: 10-13-15,1 2). HEADER & GIRDER CONNECTIONS TO BE ATTACHED TQ EACH POST d-i PpgT mesas '`F'�E� ARS . �. C ti, INLET POND PROPERTIES LLQ ,., Cy • c; EACH J❑IST TO BE ANCHORED TO GIRDER OR HEAT W4Ti1-�"--)4 DNA? ST! L-E, 7 , ' 9op��•` 1475 INLET POND LANE .J[]TST HANGERS TO BE ATTACHED TO A PT LEDGER B❑Akt3 11-IAT ES TO BE BOLTED TO !3 L1 :� n' � y � • GREEIVPOF�T NY SK 0alST N A:Nu S, I I . fir: , ' .17),.°:° 91.6°:',"/% CH®RN® ASSOCIATES A.., 4� .4Ai , / - architect& SOUTHHOLD,NEW YORK ‘72JC:Ak , COMP i=( V:�I`l� ;',LL CODES OF &TOWN CODES - ...k NEW YORK STA ir` S-0F a'+ s. :, . tom..; P te, c',� i tazf /�� po Li DAT-:0.).. 111, R.P. ,_.8.2-® AS REQUIRE I IV1�'IVL:.;1 :Y:r`�R _ ._ . I-t' IUvv',� A ',' ,.1t) Ah r' 1 .`I':-' , . FOR THE ur T ��S F .. I:�=r.0 11ONS: ii � ern . :;:'1 - T'''' REQUIRED _.----'�. .. . . .,'-, :D CONCRETE :: C.f ,`l j.,f r I f ,^13 4 _ . 1 ) r OCCUPANCY 4. - 1-,;(..^TRUCTI.ON MUST C.C.: , ,_F-IE FOR C.O. USE IS UNLAWFUL A1_'. . _ S!,''.:r:T,ON Si-!ALL MEET THE E F .-.. - ,_, T.. OF THE CODES OF NEW WITh10UT CERTIFICATE Y E. RESPO�JS"SLE FOR OF OCCUPANCY' :: .,�7, ciF, CO ;1: RUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE - RESCherk Software CERTIFICATE OF OCCUPANCY `, SOLDER USED iN WATER � Certffffcte EXCEED 2110 Or 1% LEAD. i DO NOT PROCEED WITH PLUMBING FRAMING UNTIL SURVEY ALL PLUMBING WASTE Project OFD F FOUNDATION LOCATIO"� &WATER LINES P:::FC HAS BL.t_IV APPROVED. TESTING BEFORE COVERING 201riew York I I l l 1 / t ! 1 I \ / I I / l r w1 Location: Energy Conservation ` l1 of County, C 'York )1°1 1 I O 1 1 /O 4„ U QI ( ® r (O . 4„ ! � (•9 ® a. / I 1 7 1 I II 1 I ir I II 1 1 1 4" in ction T pe: in - � RETAIN STORl I 1 l I 1 C l t ! l - -P M WATER RUNOFF I I f I ( 1 ( I I ` I I Type: f'16��Lr� rtr PURSUANT TO CI IAPTER 236 / ! / 1 i II / Conditioned FloorAr a: 0 ft OF THE TOWN CODE. I' i ( 1 1 I I inning area. 12'3r q/ ( 1 I ( ©� I 1 / ( ® /1 !h1 ) m �I I .1e • i CCI; r�;: �; I 'I / ( I ] / IA 1 1 1 1 / I /l if 1 I �/ ( / I I , : I f J (( � I I ( I 1 I ! ( 1 ( ( Permit Dumb I ( I 1 ( I #10 STAINLESS STEEL I I ( , i i ( I / / /) tr.),/ I I I I ( (:), I I WOOR GALVANIZED OD SCREWS W/ ( ! Iii/- 1 t �® •f I ( * i \ (/ 1•/ i i / \ - /Q I j 1 I ( I j 1 ® WASHERS @ 12"O.C. ! IPl) �1 1f I ( J t / ( ( / I J ta' 1 'r 'P e �'aI :. Designer/Contractor: Ir ct ' ( I ��I. ► 11 11 I Y 1 I / ) ( ' I I r I I I D i r � a Cin r ct rA 1 1 I I I 1 I I 1 1 12„oC ! I ( III' I I 1 I r `� T# .` O GUILDERSMark mac. ( I ( I (� I + I I lz”o.C. ( I 1 I 1 1 1 ( I)- SOUT'rrOLD ATO� N, Y 12" I I 1 ( ' I li '0_ + � .�rl� ite1 I \ - I - I 1- I \_iIFA I ( 1I 1 ( ( C hour, 11535 j) \ \ i i . ter, I L � 3/4"APA PLYWOOD �K �ltt'�"•>el?,'�'s`• dr! I 1 1 / ' \ \ c I SHEATHING I 1D' \I \I [I\ ii I I / 1/2 APA RATED SHEATHING I I / I i I \ L Ili \ \ \ 1\ I\ I\ I\ t / / / 0 t GRADE PLYWOOD l 71• l �M= .� I I ` I I I / I I 1 I I A /1 \ 1 (ALTERNATIVIVE:7/16"O.S.B.) u I I \ J ~®• I II / ® ® I I1 ® II / I / I 1 I / I I .�� i 1 ® 1/2"APA RATED SHEATHING ' / 1 t 1 \ \ / II (' ';,, ,`,,,,,- ',,,,,i • I I I O 1 ( I I GRADE PLYWOOD I j I I / I I I C.�'iz $[Zrme: �r.5 � B t r'k ar1�1= �iT^a12gPltht ''D�-#'I' S (ALTERNATIVIVE:7/16"0.5.8.) I I •e :- se 'irh�ra^. •dt ` = Fa0•a dzzt gzt z�'ds1►� rrm. / ( / i / I ) 1( r, I i i I I I ( j I )11 I 1 ? "pi ctf i�1t>�" ttr :r3 atm tra +�azar : kms. I \ #10 STAINLESS STEEL ,/ ` �! I I / / / I J/ / / I ; z OR GALVANIZED \ I ` / 2X4 DF#2 ( f I ( I II, IeloAst eplieIIISTUDS / lIIxWOOD SCREWS W \ I l WASHERS @ 12"O.C. /® \ OI ' (� !I Ili I I I WINDOW SILL ) 1 / ' - - _ -t \ ( / u/ f I ® � 1 � ( ® ® I I •/ / I ® 1 ;i.., v'-� ��:. -:,..:. .r: ,r -� .:'-. is aye � .�.z. •I" "a a OM'r \ TYPICAL WINDOW OPENING / ( t ! t ., ; . .,_ t ;1 ( 1 1 1 1 11 •xi 4awsmG�' Y .�f aw.u.k.imubs F '^P 5. ,,.y y.,nk !L 4V. _ '.A.�"e:.= { I 1 1 lit , 1 (LESS THAN 4-0X8-0 OPENING) ' I ( !' �' ' ' 1 I I I !' # 1 10 STAINLESS STEEL . _. m�v ..,a .,..� .� 9` ( ( ( I I ` ( I1 ! l - All- OO leist, a max- w "�µ � a 1l I I I I OR GALVANIZED F !£ st, ' DTr :�er �.i£ C'Jnvtlt t9 ! " c�R }�III I ( If ( 14, ( W000 SCREWS WJ , i .. 2® I , I - I III - ( �I I I I I I I I II I I I ?' WASHERS @ 12"O.C. eil'ing 1: ` •#'t: ,ilin (or rTr '®, Z® C�� P51 21.0 0.0 0.047 7.1 TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES Ceiling 2: Cethedr,1 Celli 1, I _042 G (LESS THAN 4'-0X8'-0" OPENING) 2-2x4 DF#2 STUDS CONNECTED �� Frame, TOGETHER WITH STAINLESS STEEL 2,172 33.0 0.0 o.oso la . OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. Window 1: Wood Frarne,Ie 'Pane lite 9 ith 'w--E 252 0200 20 7 G TYPICAL MULTIPLE OPENINGS DOCT 1: lid ;D ; 0.220 35 (MORE THAN 4'-0X8'-0" OPENING) r Z: editor 22 0.220 20 Wer'i 2:W d Frame,e, i; 1,520 15.0 0.0 € . 020 22 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 'rind 2:Wood withLow-E AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ,, ICoPiT pl'i�nce. :rrp— abuilding' de:Pign described here iL £ 'r tent.with ti buil'.; in tis , s �'I�:l,�.'irir�.l cabrrsed > permit.!` Ii 'ti�n..The r .� ,r, �cifi�cn , mer WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" r PP l peed building ;flex dezig d to Peet the x.01.0 a Yon+Energy AND MAXIMUM PANEL SPAN OF 8 FEETSHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO oethe . ' uireme in RESc V ion 4.5:0 e, comply , ,;i .he andato ry requirementsi.,ted in COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOTA SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. Name -Titleinetu . HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. fete / Prolert.Title: / Data file-name: '>CAU fEng Stafon1eDocu cen E.Scheck\TRAVCOwrc ' �' t t /07/1/ ' I Page of 2 • •.f, ���' 1' '�X1: V1 V1/4''; l ,J,,,k yI� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL C ONNEC TORS FOR PROPER WIND RESISTANT & GOOD CONSTRUC TION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUC TIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4Ilk lop II r. KING STUDS I ll C ENDWALL ' RAFTER /•,,,, /-1•1' ''�� CRIPPLE STUD igr WALL STUD' BOTTOM PLATE '� � .i)JII HEADER ' RIDGE LEDGER I� _\`� �� .7 BATHTUB '' SIDEWALL :� IIU!I I ' .0RAFTER JACK STUDS .7 ' �� 9 ��• II FLOOR USP NUMBER DESCRIPTION APPLICATION r 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANC H R IIIP III0 TO FOUNDATION W/ ANCHOR BOLTS �1 CONNECT TO 1 SIDE OF ALLFCORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRPTIION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FCR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / LEDGER BLOCKING @24"OC WALL STUD rip,_ � THH • VENTSROUGSELECTED-ROOF AND EXHAUST METAL STRAP !�✓/ • J •• .--- ` LOCATED B Y CONTRACTOR 1,d C RICKET AT TOP-SIDE OF RIM BOARD • 0 CHIMNEY ilktil*it VENTIAS EQUION CHANNEL SILL PLATES) Y • WALL SHEATHINGRAFTER RAFTERSMAINTAIN I 1 SIDEWALL FLASHING • VENTILATIONFOUNDATIOIJWOOD JOIST is ' �1O TOP PLATEiA 0 B LOC KINGFINISH WALL AND MOISTURE �� �' _ 4 BLOC KIN `oil -- ���111II/� 2x LEDGER G !, II,. B ARRtER TO LAP FLASHING ,�„� � . 'STAPPING TO BE ATTACHED TO WALL STUDS @48"OC \ ` ►=� ; ,,� 2x4 SOFFIT JOIST ' AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A " li FASCIABETWEEN WALL FINISH AND �, MINIMUM NET FREE VENTILATING AREA IIF— LOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATIONROOFING TO AVOID SOAKINGWALL STUD NOT LESS THAN 1/150 OF THE AREA OF ��� GU TER � � ' INSTALL 4'O" O.C. / / THE SPACE VENTILATED. ALL OPENINGS _ WOOD GIRDER ht ' t 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' `" SHALL BE COVERED WITH CORROSION- ON TIN. SCREENED VENT II'I IPr — ON ALL OPENINGS RESISTANT METAL MESH WITH MESH CONTIfJ. SOFFIT ' �� I • PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. / EXT. PLYWOOD INSTALL 4'0" O.C. / FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'O" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ' 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR SOFFITED SAVE DETAIL ON ALL OPENINGS .'•,', KEEP ROOFING NAILS OUT EACH RAFTER • • ' OF FLASHING 2ND. FLOOR WALL ' , I s r ® ..P s ' • ROOFING LAPS B ASE ® Al .,. , . ., FLASHING 4 INC HES ism BASE FLASHING WRAPS CORNERS, RAFTER 411111414RIDGE CAP OF SAME / / EXTENDS UNDER SHIIJGLES AT ' MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SIEATHING SHINGLES AT BASE MIN. 4 INCHESTHROUGH VEJT . / ( WOOD JOIST Illa‘' °11. °1111441 TOP PLATE 0/11.* ' 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC SIDE WALL FLASHING �� 40GIRDER/HEADERklIO.AildlhhiLl%6Mike ����AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WOOD JOISTIi AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH - RAFTER OVER RIDGE TO PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4 0 O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONIJECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD .10,- DBL. SILL PLATE \ TE MITSHIELD Act\ SILLE EGASKET �r. � \C-.--C V SUB FLOOR • \\� WOOD JOISTS TYP. CONC. FOUNDATION ^ CONC. SLAB ��� ' NEOPRENE DAMPPROOF EXTERIOR 6 MIL. POLY r►- �0\0 GASKET "-'‘ 6MIL POLY ON EXTERIOR V GRANULAR FILL ' I./ `� 2x6 /2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL B EAM WITH ° V A \ STEEL COLUMN , 1/2 " DIA. BOLTS @ 48" o.c. STAG. • • ;� e ROOF JACK Dsa CONC. SLAB4,4o4•1031.4:1 �� ,� �f:� �. ` // I I\\` `,I. �!__� STEEL BEAM r • /� illiiiplypr • t .� +1.f.CyY phi '+" +a •R . •� '•�� `�, 1 =:'t%0 )• �� ANCHOR BOLT EMBEDMENT: iiiitt COMPACT FILL ••'•"~' �"�s'r `' Q POURED CONCRETE: 7" '� •- / 4" x 1/4" x 8" STEEL • • 4'04;-3:410 �• ' BLOCK WALL: 15" TOP AND BOTTOM PLATE KEYWAY FOOTING el ° V P CONC. FTG. 1 •a 4 • ` I. ROO FLASHING LATS SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS '� 1/2" GROUT ;•4 �iR' :,• :•lo` �� (USP LBPS58 OR BP583) ` 6. REINFORCING BAR DRAIN TILE y p r FOUNDATION 5 8" DIA. ANCHOR BOLT I I i ANCHOR BOLT CONNECTION / 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS I I I ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM �� , (CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC - TYPICAL COPJC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL B RACING. WALL BOTTOM PLATE TO FOUNDATION MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL / BOTTOM BEARING (SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SUB FLOOR 6 SLAB 1 Ir/ DOOR FRAME 6X6 10/10 WWM COMPACT FILL GARAGEI1I— 4' DOOR OJOIST 0 IUSE 2X81.111 STEEL BEAM - 01111 FOR BLOC KOUT r ' 4" SLAB P.T. PLATE W/ 6X6 WMM \ ISLOPE r ,,,\ 1/2" AIRS ACE �N% "� �1 v °• 4"DRIVEWAY .-_�. NOTCH JOIST AND ADJUST HEIGHT AT END AND ,,, 7 1/2" (WITH A NAILING PLATE IF NEEDED) G'ADE a n 4' C.Z- Q : •ES OF WOOD �� Mal �' p a a ' s . TO BE APROX. 1 2" OR HIGHER THAN •, ��•a `l +.•roti. . BEAMS !��••��:1/1io\ D ' o• D • . 0•.. • ��'w• STEEL BEAM TO ALLOW FOR SHRINKAGE OM 1 i. ��411100111 III 12" °j .tai 43;341.11 •• 6X6 W.W.M. - - - - - ° _ _�}— O • �•� �� (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 1/ _ I I II 1 C • • a • • a • a • ••1+II�� .' "«;,• Y o ,'D Sc, 4, �i.xl • ° d ° d 1 4 .• �I _ MIN. �... rf ,i• ot �� ".,' ° NOTCH BEAM FOR MUDSILL IF REQUIRED - MAXIMUM - ' A • 4 t, II- 11 11 _11 =11 •a .- REINFORCING BAR . DRAIN TILE Iag ,..1 • ' D •� REINFORCING BAR o.a - NOTCH EQUALS 1/4 DEPTH OF BEAM 1111D , o• • ° " 0 11-1 _ SUB FLOOR A v °•, , ° IMI JOIST 12" .° d t. ' SHEET METAL / 30# FELT UNDER B EAM AT POINT 11=111 ' 4.1.6',:. r1' Oa a Oa ° I I ,• 4'4 OF CONTACT WITH CONCRETE OR CONC. BLOCK a 1)1 r 1 II(II iil 1 IP _STEEL BEAM TYPICAL CNC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) �' 3.. #4 REINFORCING B ARS THIO KEN SLABS BENEATH BEARING WALLS AND COLUMNS. •,. A SHIMS TO LEVEL B EAM PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ea OMII 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT BEAM POCKET `' 1 _. GENERAL NOTES WiND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOiNT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOiST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generallyacceptedgood buildingpractice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST p P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOiST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAiL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAiL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAiL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY• SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer tO the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE (St GENERAL NOTE PAGE INTERSIECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL Sym.: g FiRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL (SMOKE & CO2 DETECTORS) in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIIST TO: PER TOE TO HEAVY MODERATE concrete or masonrywalls occuringin exterior or unheated interior areas. 4 - 8d COMMON 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAiL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative densitywith ridgeBLOCKING TO: EACH TOESEE NOTES: 1 ( BOTH FIELDS) oWhere a is to be used as a structural beam, the rafters shall either be notched and INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. P3 - 16d COMMON @@ 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAiL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAiL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail sparing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless Otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to buildingwith 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMvION @ 6" O.C. 8d COMMON @ 12" O.C. 4). Unless otherwise noted , all bearingwall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of allWALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: openings. gearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAiL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTUIRAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTESbe used. 7/16" OSB 6d COMMON 3� O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FiELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL s). Dormers running up roof rafters are t0 be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCIRIPTION QTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. HVAC SYSTEM NOTES 1" OR LESS 12"COMMON12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. as required by current NYS Residential Code-FIREBLOCKING REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space.- 12). Unless, otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wal I sheathing is continuous over connected members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced) sol - 16d nail per foot. drop ceilings and cove ceilings. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 14). All roof with a pitch less than 4:12 shall be installed with an Ice (St Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces "" under stairs shall comply with current N.Y.S.Residential Code. ,; ;,,.. ,k+," , approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM : ; r:= ':z~ .e ,:' torch down type material over. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of `' :-- " : s xn,; ' flame and products of combustion. x. `.`s_ %'v=' y ` 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. _` 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to ;;.. . ; ., be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. i ::" = ": • © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE JTO SCHOLZ ,, • D DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTR Vr' PROMPTLY UPONATION RECEIPTREOAFMENTANWRITTEN REQUEST FROM, AND SHALL BEESCHCZ SCHOLZ (------- COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO Y ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. \i I I I A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME /� I LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL .... 3 1 1 I 4A I —`I USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE 4B 111 I I I PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN V NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 8 - -_dry- _ GROSS SECT. FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF GROSS SEDT. = i ! ( i ( I I FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES 4E _ _ ryy _-_ „J_._i ii II. .� IIII— ._I L _i�--I_� L_j�_..I.. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, _ -— I DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY GROSS SEDT. --1�-..„,_.-L 3 tJ-_L�.----t_.L--!__1___,-LJ_-_.1-1_ 1_ ._ _ -L__II__-_J L.I.°-!. _Li.,_.LL,u___L�I _' _LL_,_. ,-.._-�4_,..1 y_ _ ___. - --T- ._.-._.,_, — 11.4: L OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY� � - E I ! I j I OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, I I J i ___.1_11.11J_____111- i _�.,,.._..- L .-_tip ..I-L_ L_ __i-�-.� ___� I SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH ---,11_--- , r.._ ___ --1111—T, __ ._. __ _,L1�I Lit � _J-.._ .- 1 _ .- ',‘,.,ii .--- LI •.�1-• i____1, .L�_,- :---t-L-I 11____ -.1 THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY _ '-'11--- ---1_11.---1 _ , _._, _. .,... _ .,__ �._. _ . _._ ___. f _ �..� —� i;1 ASCERTAIN THE BUILDERS CREDIT AND QUALITY REPUTATION AS THEY ` 4 I --_•-r-_ I I I I I c I I WOULD IN BUSINESS DEALINGS OFA SIMILAR NATURE. DESPITE THE 1 11" ._l Lr „J_ .1--111: 71.1 --11--E1 -----] a- 1_�_ _.J_.�_.(-�_ �- •� dl 4 17-111.117.1—]. -� `1 �_ �_� - _L _.1 �1 - - -L ).,i,---5----7--- -� - ._ J-._�J 1 �_ ��_-� 1__, 1_1_�_ �.,._1 �_!_ -- _.-L 1- - -L 4D REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR � I f I ' I '! ti— �-�-""' + I l 12 ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY 1-1 L-�_l_._.__..-� L -f_f-� 1.1 �.._ _ _ _�J .1 1®6 i_I 12 L_ _ _l_i,-.__i1� _ �. ,- •. _ 1 It I-d 3—� (- _ _.�.� - �__ - _ �._ _� -�__..-_. --J 18 RELATIONSHIPS WITH BUILDER. r Ti ' 1 4 ! I I ( I I �"-=_-^ I I WI �. CROSS SECT, / T -f �.� _i.i_�_ . ..�_. _l_I_L.._ .�___,Y �_ �_ . _ I g ,.� _ _L-_J �_-_.,LIU _.- .J --_ 12 l L� _....1_11111.111_11.1.1__________1._ GENERAL NOTES • �_ G �___1,J__. —_ Li It j �. _� ��_� ._1 �•J_ � _ I �.)_ I�_.� __� �_ _1.-. -._..,�._ � 18 I f I I I ( I SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL \, /,F'f 16 I J -`^ I s I T--- ;� - �` �0 f ( I ""-` i I s��' -� "'"�~ "--" -J STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET ,1_ .J-w, l ._- _j_ ,_ _� �_�__ 1 �_J L � __J�...� _ ��_u _ t __ t ��___. _ -_ -Y_ -___ __.., 1 '7 � � J L_ _ I yy _1�_ -j �. — _ _� EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH J I -. _. L_ .//, ,,, 4G ._ 1-1 1 l_ I L 1 L.- --)...!_ 1 ( -l.,l -� 1'-L-I I_ l.,.1.__J,.,4 _i 1...__. _ -._€, rik - IN_Li( i I I I ( f ( I i I I 1 1 jr--------L- 1 "` 1 I ( I ® ` I I I i I I I I ! I REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS A. y _ - .I 1. - 1_ 1. J—�._J� t—�. --�� ��_ -� J_ _ I I I_t J 0!- ( !- moi_, �...._.�_� , _,..__i ..-� _ I.-....._.�l•_..._1-,. I I I J I OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE ss i II I ( I ! r E ( + ! i I 1I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, \ ..Alliry _ _ _ 1 ._�. 1__..1�-1_ _-1_i•, -.- �.- - � „� I 1 id _ !_,•,-_�._ ._1. _t-. �._._1--._._,_L____._;..- `--.t - --IT all �_ I I ( I I ( �-t --- �.L- L - t''_..l -t-L_1 i ; ._,__ ...�.f,. .a I : ` CLIMATIC OR USAGE REQUIREMENTS `\�` - _-„:-.-- �° ::- Y11411111 LIA +_..._�1_..1..-�_..`11.__�if , I -� _ � -L._.` .__.J_�._1- __ I ��_ _ l -t1 ,F, _T! I })77.24A. !J 11_J-L �� _ ( ! .I ,..„11-1_1,-- ( ! + I ' I I j FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT _ _:____ _ �_ ._. tit 1 ® , `�'"_ I `� 112 1 ® i 7- I z - _J I — I - �- _1 - �.__�i-�—'-_ _ J L_.. la..f- t.1__.-i s,f._{I L,i FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF Adffr ` �y — _ /;'/:: / �� . �- -L �. 1� L L - V _.1_J (8 12' 1 I1 I •_ �.1 I,.- _�lll - A - J�`."ll . ii A �� --__ _.__ �. ^� - - 4 1 L�.--1 -_.�1_L 7_ t I E_ I ' 1 ! i.._+i PARTICULAR JOB REQUIREMENTS. PREPARATIONOFDRAWINGSFOR-- -- /r/ r I I I ©+"i ' I - ( I `" " `' ' I t ,I ; jADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCNRAL I �� _ _5- 1_ _��_. I 1I ! II I I _L �_� ( , _ '.. '�:� ic,-41_______A___, (._- �t 1- .�- L 1�_L___._ . _-t_,.. L.._.�.1...._1..i_ _.�_..I_l, SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE f,l— III ■■ III __ ` r i "" '- -_,- y\ �— I_.,-� rifi _`-___..,_.__._'��•'_._'^ .'_-_ I I 1 BUILDER RESPONSIBILITY. Allir _. Ar ' == -_ _ _ __v,r� , i_I _ �.1_- 1_ _1 -- 111 1 �_�.� s — �_� I — y„, !.��_►� _ �--D - _„__ _ I �l�l _ 1_1� _ , ! ���-1_ .__ '_ __ ■■ _ _ _ - I y ��� ( ( IO - { i I It i 12 _ BIZ IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL _ ;_ L.I__Jai__ - Um. 1 (� _�� -��_�� ■■ �-+_.� 1 > - L y'' T " - -- 1 - ._ _- -- __ t �- _ _4. - .L_- __-J 1 L ti(_-I-_ o- ,_��.._a...�... __(_-.I.�-.. -:. ! d� T DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING -- ■■ + I l\ �_ �; t-..,,�_:�- � I © ! k I i 118 = CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN 1-__.-,_,.__ ____w_ 1_1L.1 .__�..,_„__.,,-,,,--1111 ■■ 1__ .-,___11_ _II a{"""'` ~ J +���� �n� �� L. ._ ( - ._L _-� _ -I 4�_- .. . 1,_I s I..., m SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WATH A DIFFERENT _ _ wMm ■ _^ n_ ( '� �'W� m _ . .� �M� ^` 14 = ��n , n' >������ +�,!j� `tT rirj I I I 1 SELECTION DF MATERIALS. BUILDER MAY NEED TO MAKE ADJUSTMENTS IN 12 _ __ _ _ III III_ __ " - i) IO IOi ��l,�I -_�� ._��__ —�. . I J - -_ I�O ._.�-_.__.i,_� .1_I L ND F L. DETAILS AND DIMENSIONS. 127 _ - _ - I! 1 ■■ 1 ._ .■ '\ , _ +1` I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS --... ...._ _._" �. 4 _�-- ^---•_L �_ -.. �..... .�._.._., _., 4.._I-- -,. r` _ _,_ amu:,,.. - ' .".--C..':"� L,�-,r__..- — -1 � ( _ ..�.„.,f _ _ __ - .. I 4G i ■■ ■■ { �iI� �1 I ( { I p I INCLUDING BUT NOT LIMITED TO NAILING, CAULKING FLASHING PAINTING, - ._ _ __. _ _. — ._ _ �— �� i , , - _ t t_i-L_1 t__t--: �- - - •_1 y ..?k----__ ! �` `=•, � -1( L _..-.�� �_1 -_ _. 1 __,1 -�.,1._5,.._,..1 �.,i _ ? i AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER _ - _ _ _" _ "_ \'-�'" _"'`•-'• r- �" i t SUPERVISED WORKMANSHIP FOR ALL TRADES. y. -- - _ - - v , ,\ _i� ���� ■■ ■■ ��_ - ��_ � �ti mud, I, ]� ��__ (_F _C - — _ �� __ ■■ IIILJ �_— - _" .__- _ _ _ _ - R.O., TYP. _ HORIZONTAL LAP SIDING c = - =- _ _ = ` _ -- .— - _ _ - --_ _ - "_ i %�_aJ �ui� -� _� )` _ _ TM_ -� -� 111 11.• III.-__ _ _ _-, _ ..-.III ILIIII _ __�-� ■■ III R �- III ■■ 11"--____---li ■■ Liii,,„_2(-_-----et---). t� : ■■ ■■ `r— - . - v: - ::rems � _ ___ _- -= = _ -_a - - - ■■ ---_�=N_�.= ■■ ■■ - 1C-. L.' _. fir- ■■ ■■ - 1 In =_ _ _.._ _.:: _� in 1r^ ( rr�� 7 li cew 0.,i :1, 7.7 = III ■■ -_ N�_ — — ■■ �= — ■■ ■■ — = — I 1 ■■ 111 111 ■■ III a—_� _� r ■■ ■■ �, f = to -___-----_111 Ill -- . I . - IMEE _ � -�- - r --_ - _47 21._=_7-117 _� I I I I►►►I►I I I I I I I I'' r -._ ^:_ _ ._ o �� M _ __ __ _ _M _ .__ _. _ _ .__ __ _ _ _ j _ _. _ __ _ __ __ __ I tlsa�f��mt_ �mm�n� i mmmE>.mm��u Ifnns��a�l nnrama r- �` -4nnnnmmamasuuunmmiS� — W > - -=` _= µ- M - - �" ! -- - - - = - = - - - - __ _ _ _ - _.- -- =_ `-_ -- _ -- - - C �t r-� X111 �- " _, _ -_ -—Y - _- —�- _ r . - _ , '° ! � r J- -BRIGK VENEER _- LINE > '' .,`. o ti S!C!1iEf1Ii1iIIiI1j}1 -. --- .- „ - _.__- -------.:------'''-- --.7---.'--.-- - _ __, _ ___ _ ._- _ _ _ _� _ _ f _ _ _ .__ __ _ __ _. .... _. _ .. _ __ _ ._ _ _. _ _ __ __ _ _ _._ _ _. _ '� BRIGK VENEER __ _._.. __ __ __ _ -_f ..-�J _ C -_ 1 ___�r (1� S IST FL f l } ".�r �l 1 t (11 - �w__r ._._ _ _ _ _, -=w _ —�O SCHOLZ DESIGN _ =-- ��— _ - a _ -1-7--- = - _ ;_a y ..----__.--a _ _ — _� y ) E _ ' J! NE VENC__-11 i1 --_— _ _-_ _ _ - m� • _ STOIii i- w - _.` _ .w - - - _ — - _ - ALL RIGHTS RESERVED -- �� - - t - - - ___ _ - __ _ - - _ _ _ -- - ` —__ - -— _. - ' ,,----), �.jt _. - ��-1 1 I 1 TT[E J 1,n I I I I I I I I 1 I I I I I 1 I I I I I I ft t(I 11 _ - _. _ - _ _ _ _ -__ _ m' _. L U C) 1....-. r ^�.. -�... _- ''may �•'' - --�.. > > _ Imo- „"...„_ -i XI M IY o Vi N _J J W Z O 01 Q Q Z i ONT ELVIATION z IV o SCALE: 1411 = II-011 0 o LLJ U 0 J J O 0 CO _ nt U U co • II 1 I , RED Arc '. I 1 1 I nT fTEO�p1 ' ' 1 18/12 18/12 1 , A" _ J1 ) 1L_ ' _ _ T �r C_-� _-_ -�r----S =-- I TI G' �, 'kf� � r �r � f—1 � p � a.' II 1I H I =- H I 1 4 Imo.. s 11 II I II I N I I II 11 1 'tir" .)'''''' 1L JI NT II II II Ikit : �_ Ir �I SHEET INDEX } II cr.) ';.,,S\<,. .:21....,"0- IIry II I I � N_JL---s==zJL=H � � II ---- II i i II ii SHEET DESCRIPTION � 0�N5\476) 8.71..4:: n 1 1NNdJ1FRONT ELEVATION,ROOF PROFILE,SHEET INDEX,CLIMATIC I. 1 1 11 11 . INFO N 11 II 11 -- �I 1A REAR ELEVATION • _II 1 _ _ ___J L_ 1B RIGHT&LEFT SIDE ELEVATION Ir = - -- J ---�JIZ =__ • -�====x-14 _ z --- - I I- --iOil ; l-r 1 I 2 FIRT FLOOR PLAN I 18/12 11 I I 18/12 • j i I 2A SECOND FLOOR PLANII . a� 12/12 H c0 I II �~ I /I^18/I2 2B ELECTRICAL CODE INFORMATION SHEET / \ • 1 I C==_T z = 1 1 3 FOUNDATION PLAN �'; 1 r 1 I -- 11 I - i 3A FOUNDATION DETAILS N II I N --- 4 TYPICAL WALL SECTIONS&CODE INFORMATION ARCHITECTURAL I \ 4A BUILDING CROSS SECTIONS SERVICES, L. L. C. III N 4B BUILDING CROSS SECTION Iii 11 I " cp 4C EXTERIOR TRIM DETAILS&DORMER DETAILS 4D BUILDING CROSS SECTIONS Joseph A. St. Jean, Jr., R.A. 4E BUILDING CROSS SECTIONS Member 5 FIRST FLOOR DECK PLAN 18/12, i 5A SECOND FLOOR DECK PLAN GENERAL NOTES REVISIONS _ 1 5B ROOF FRAMING PLAN NO: DATE: REMARKS: 'BY: 11:77..=_-17-7_..7. _7 11 8-2643 WORKING DP165. DG ll--- i 18/12 i 5C FIRST FLOOR WALL BRACING PLAN - 11 11 • ) 1 5D SECOND FLOOR WALL BRACING PLAN ALL STEEL LINTELS ARE 3 1/2"x3 1/2"x II I I / --I 1 5E WALL FRAMING DETAILS 11 I /123/8" UNLESS NOTED OTHERWISE. I1 ( 7j 18/12 18/12 I I 5F WALL BRACING DETAILS 11 11 ,18/1 ) 1,18/12 �L____ JL____ '� -- - .AL1 1 I 6 DESIGN LOADS&CODE INFORMATION L I y 6A TIE-DOWN DETAILS&MISC. DETAILS ALL RIDGES TO HAVE A 6B STAIR CODE DETAILS,STAIR CROSS SECTIONS CONTINUOUS RIDGE VENT ORIG. COPYRIGHT DATE&JOB NUMBER: 7 TYPICAL MASONRY FIREPLACE DETAILS ATTIC YST M. FOR TIOALTERNATE RNATE 1-2'4'-03 03080 SEE BUILDER'S SPECIFICATIONS. TOWNSHIP: ROOF FRO I LE COPYRIGHT WARNING: All Scholz Design drawings are copyrighted and protected under Title 17 of the United States ALL SADDLE FRAMING MUST EXTEND A CITY: STATE: SCALE: X8" = I'-0" Code. No part of these drawings may be reproduced or MINIMUM OF 16"PAST THE FINISHED WALL transmitted in anyform orb anymeans, electronic or CONSTRUCTION. SADDLE,VALLEY AND VVITH BLOCK: LOT: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Y mechanical, including drawing, photocopying, recordings, or any VERTICAL WALL MUSTADBICE COVERED TER A PROPERLY INSTALLED AND WATER SUBJECT TO DAMAGE FROM information storage or retrieval system,without the written SHIELD MEMBRANE TO PREVENT ANY T,TLE: ICE SHIELD authorization of Scholz Design. These drawings cannot be used INFILTRATION OF WATER. MASONRY AREAS - TRAVGO BUILDERS GROUND WIND SEISMIC FROST WINTER UNDER- AIR MEAN SNOW SPEED DESIGN LINE DESIGN LAYMENT FLOOD FREEZING ANNUAL in any manner to create new, modified, or derivative drawings MUST BE PROPERLY FLASHED AND La Maison LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED HAZARDS INDEX TEMP. without the written authorization of Scholz Design upon COUNTERFLASHED. 5 DO B SEVERE 12" HIGH PRESSURE N/A N/A SEE LOCAL N/A N/A purchase of the construction drawings. Anyviolation constitutes A 38 ALL LOCATIONS TRTD.SILLS ZONING infringement,which is subject to civil and criminal penalties as WINDOW AND DOOR GRID PATTERNS prescribed by law. MAY VARY FROM DRAWINGS PER DRAWN BY: JOB NUMBER: SHEET NO: MFGR.'S SPECS. DO 1 SO1 DATE SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 1/4" © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED) TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AN6 ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE , DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS,AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH <. THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY • WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. IIIIQ4A GENERAL NOTES ISCHOLZPLANS AND SPEOFlCATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET IIIIIIi�lll11� II EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH 1111111•11111111 I I REQUIREMENTS.BULDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS 1n1�111 GROSS SECT. (...) OR CHANCES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE 9 AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, � CLIMATIC OR USAGE REQUIREMENTS. NI ``�_ a ___1 _--._ L. r I i I GROSS SECT. '� 4 FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT w�___" I II� I I FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF I -`"� 1[[[JLt_ �.� 1_1-L--4..1--.-a N-1-.L 1-d--•J•L-J ' L t a -} L-l.l�u-1.--Ur—t---1-1,-L-1.1---L-La- t....-U-1-1--- GROSS SEGT. PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR ��'�,!■ ,'r iLI ! _ [hill ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL l;lN; ;;i i`i _ I-•- 1 Alk( Iila - -- -- -���L-. ��,�_-• L j __.,_.ter_... SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE AZk J_ j I v _ ,�-- -----„_—_1- __+--,__- 1� li - - _ .� _ BUILDER RESPONSIBILITY, q D2 L _ ,,__1 11d L___IL- - - ] L1.1 .L_. _TJJLJ _w_,.�1 �1]. 1 i _ -�..-_�,��i I ___�� _��� 1 ��J IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL �, DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING Is[----- 1 ' 1 ry I 11 _ _ 1_ y .wry"_^ __I 1_ 1_1_1__ �i ( 1__ .1. L._ 'l____.1]_._ _I] DIL "_- -'_yMi ILI I CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN Ll--�-- j j I -1-I .l._ j�_ -_..-,.___-__ - _... _.��. _ __!1 __ SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT GROSS SECT. _1_1 i (( ,_ ( _- 121 1 [ Lam` LI •,�y��;��-.-�'�� qM-ter L___ �^_ 1� SELECTION C DIMENSIONS. BUILDER MAY NEED TO MAKE ADJUSTMENTS IN 11 (j A�_ Mill II lk.__ ,g t j J 1_.� f __��._?,_, t_. __� Lill «_ __�1__ _� �1" ��___..�_L L�_ _� L _l _ �� �_1 _ _ L� �� J J LL _ __�. 1. 1_._. L1_ _x11 L1__1ii1._____ _ L�i r_ _1.1__ U _ LI li I1 III .1_ .__.____L__1 1_____.._„ _ 1_ L __,__11_.-.,._,_„_J I__L THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS i I ( I i INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, --1....,11_1-1......1-1_117...1-1_14_11._L•L.t-_I_(.t_ I••LJ--L II _I_I TL�Jr (I _i_--[_„_.----, � �= I_ _.-_�.._ L _�� �_.r- -..1_ +- -� _-t__,_ - ___�t .� �� L -� -LI-_..- _ _1. -1__ L .. ..- I_ l.J - - ILILLI J L _ �L�-�_1 1�)_ 12 AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER I I � I I__1 �--- • I L __ II. 1___ SUPERVISED WORKMANSHIP FOR ALL TRADES. L�11- -1 11 1.1 _1..,-..1 L. -- it L_ __L. J- --.__.--� _ � �._�_ � I_ j__ __ 11 -Ll__1.L__ �_. ._._ �... 12 I ..L ..1 _ -w_ _. _.1.1 1 1 I LL_ ' , 1 1111 11 1 i ii' 'I I I I l I I I I III I � I I I I I I I I � I I I � I III 11 1 � 1-1 III 111171- i l l i i 1 iT iii 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 11 1 1 11 11 1 1 11 11 1 1 11 11 .11_1_114_1 11 _ li ILL_____1._1._, _II ,_ Milill 0 -1 11__1.-11.1.11_J-.L1.1_..1 1111.11 ._1. 1.__._.. 1 ___Ii .� _ .. _ _° I _ILA___J 1...1_:.__. I1.___.L._._.._l._ 11-__1_.L_LL1.1L1-_l M an m II LL I J-I_I_L_1 i 1t --_�-_-.1.1 _II_�_1_ _1.1 1.1___._ mow — vim _60 m h �.�1 I1 _ 11 _I _ �. .__11.1 L-1 i__L1_ E. Elm, lay > 7,E. kW 11/41 lib N 18 _ 11 1m to . al L�L��_ 11- �L 11_11_i i > 0 w U..1 111 -1___._ LI___LL _1-1___1_ I _._.1_IJ_ °11 w El 11 �_ l T LH___ L_L_1._Li 1- _ LL..I 1 ��_ MIE \.:., t :„, El ,- _ .- . 0 J - > I- I- J 0 i_ _ J17J (1.-A(7) Z zuci: Q : Q Nih.:,... 0 immimiiii. Z : Z -J m ,,,-: M 73d N N o O J 3 _ _ _ __ _ InnlnnnlnnninnIOnlnlnnl 041111 u, Cl) __ ..... _ Ii-immU VR!AR EL. VATION ,,ED AA.....A jr. to r a, I 'tI / . to ... %Si / fie1 ARCHITECTURAL SERVICES, L. L. C. Joseph A. St. Jean, Jr., R.A. Member GENERAL NOTES REVISIONS DATE: REMARKS. BY: -26-1= WORKING DW65. D6 ALL STEEL LINTELS ARE 3 1/2"x3 1/2"x 3/8"UNLESS NOTED OTHERWISE. ALL RIDGES TO HAVE A CONTINUOUS RIDGE VENT SYSTEM. FOR ALTERNATE ORIG. COPYRIGHT DATE& JOB NUMBER: ATTIC VENTILATION SEE 1-24-03 03080 BUILDER'S SPECIFICATIONS. TOWNSHIP: ALL SADDLE FRAMING MUST EXTEND A MINIMUM OF 16"PAST THE FINISHED WALL `CIN' STATE: CONSTRUCTION. SADDLE,VALLEY AND VERTICAL WALL MUST BE COVERED WITH BLOCK: LOT: A PROPERLY INSTALLED ICE AND WATER SHIELD MEMBRANE TO PREVENT ANY INFILTRATION OF WATER. MASONRY AREAS TITLE: MUST BE PROPERLY FLASHED AND TRAVGO BUILDERS COUNTERFLASHED. j__/y tv1 � Isori38 I I WINDOW AND DOOR GRID PATTERNS MAY VARY FROM DRAWINGS PER MFGR.'S SPECS. DRAWN BY: JOB NUMBER: SHEET NO: DG I SOR 8-26-13 1 I A DATE: SCALE © SCHOLZ DESIGN, ALL RIGHTS RESERVED /,�,�I . -„ © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE . = I I I I ODEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS l4t OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ r } 1 /� COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. _- - A PAYMENT OF A HOUSE FEE FOR 1HESE PLANS PROVIDES A ONE TIME -_ __.... .,.1 _- - GROSS SEDT. LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL 4 -_17----- :It! USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE ��-L L, PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN t _ __ _ NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 4D _________11___. I -�12C ry __ _ - - - LI -I - I W FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF l I ( I i - -+ f FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES 1.1 il GROSS SECT. . .1� _di-1 _ v ,--�� _.�1_ I :1_ � S. - It 1 j.�_.__�.J--.-----�-_� __L_�_I., l .,' 1_,-._____,--_J_a. ' _� ..4 t{ ��,.�-,.-� — - GNS, PLANS, DRAWINGS,ANDBUILDERS I THE SCHOLZ TRADENAMED BY SCHOLZ TO UAND SE LOGO ARE OLZ IINDEPENDENTLY i , I I OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY J 11_14_41___I-[_J I__t�.__.J-I {-L_�_}__-_� .1_IJ -U LI__I)_I__)l j I. I J1�I.j_ ' i---, -LJ ice' 11 _____ _�-.___-„___4 ,_,_L��J� i� r �( I _ ��i - ��ti OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, - -1 -1;Li_t...... .dJ I]- i- -_...J I LILLUL-----.,-I }�. r•1/ __J 1 _-I �`C ! l L_�_ l SUPPLIERS AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH I•--SN THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY I i ( I I i ( `I ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY _. 11 -_I-LCL�__J'ILI_ T_u.___ _i LI_I .-1.___L j j_ Il_ _. ___ __ � ' , � I J- WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE i I � s 1 I !~I~�J�-� I f I ... L I��� REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR j 12 1_ -L_!1__IrL_LL.I.-.L.].__-}-LJ--�_�.� LE 1-1 Jj_ 1 i 111 .1 _�- ICJ I->l-.._- IA-._--._.JJ ILL ___14._ �L..-I��..-1-_ ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY IS I -1 1 ---1-11---11-_11_11_1-4, I . } +-�� 4 _� ._ I 1 L i} _ .t_J-.._S 12 -L. ._..- _Lim RELATIONSHIPS WITH BINLDER. �_-,_,.._ 1 _.1 l_ �_ �__� T�I L1_v !.�_.�_ L _ L I } } 4GIi GENERAL NOTES fiiII IU.1_11_ i�' I I !! J J'"' j i __ - f i `----I _t_-"`---J---�J-- I SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 11 } I ! i ( ,I- I I I I 111111 . 1 I I 11 I II I II I I I II II I I I I I I STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET � EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH �'' REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS i1.1_1 ' --' ---- - OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, STUCCO 1^ Ib _ - �_ _7- _, �` I I j CLIMATIC OR USAGE REQUIREMENTS __ _ _ I 11 �'- t1G - - - '�� _ _ - SIM. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT - _ - � -- - _ -� _.1-1__U_ Ll-� I 1 I I I I 12 FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF iJ `-a --11- t PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR ___ =BRICK VENEER__ __ - id 8 • LI ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL - I _ _ _ i�/�- - - — �� "�� ` � "�� - "-"'� }} } }} SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE I �- it BUILDER RESPONSIBILITY. -- I 51M. IT IS THE BUILDER'S SIBILITY TO Y AND CHECK _-- - - 1-' "�" DIMENSIONS, MATERIALSEAND NFRAMING DETAILS FBEFORE BEGINNING _ < - w _ ��I I I I I I I CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN L - LLL 1' _ \ I"- 4G SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT - 5� �-�� ` ^p SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN ,-- LLL DETAILS AND DIMENSIONS. THESE DRAW DO NOT VIDE DETAIL IN MAY AREAS CIFIC ? - I 1_ INCLUDING BUT G NOLLIMITEDP OONAILINSG ECAULK NG, FLASHWGN PAINTING, _ AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER I -_ SUPERVISED WORKMANSHIP FOR ALL TRADES _ I i{ 111 I - co jr-f-117:-C--: M r---1HORIZONTAL LAP SIDING cn cT — >N." 11 LW/)- " - 0 W ( t11I11111L1111 U _ z ?fi -} r `=. t I 1 1 Ct oLLJ LLI CC RIGHT SIS LVATION ao SCALE: 411 = I'-0" LL ` 'y ! \ Z J VN 2 U J III 11 J Q Q Q m Z IV J V 0 = v A A W ' ..... „N.._ 0 (,) ,,;;__ • J 4A N O .6 O J 3 • = GROSS SECT. IncoUi coID -4- O 4E © GRO55 SECT. ill ���>tDA�• 12 ._ J-L) .. I-�. d_.t1 •L�s-a l'LC 4-a -.-.sa--s L_ 1....1-4.,_..)--4,-.--U.--1i -a-L_. -L ®tea- _u�-L-1 _) }__ ��� `..�.'. "W�SA� ,I A.__I~_..-.1. _��__r�_..�l__.1-1.�—L11__��1. 1. l__rl�—r ' ,�. _ �_ _� _�_� _ _�l__1.1 1� "--L-1-1.1----1-Hb.a--1-1-1±1 l �� �I . _111__-•'_�____I-� 1_I1 �,._._�_f!_l`11111 _�' "I_'_�1_r� _ -L L _ •u d-_-_.1 _u1 �1 _ - - f Y J _..,--L.1.1_____..._._--.�_,_�-.______.___i Li --' �I_�l�v_11 L _L _ I_ - r J.L1_1_ _��_ �__ -_.._ 1-_a_._ r o ,�_� l.___11 _____ _ LI !_L_11_1_.____ .__1! __ .__ iI I i I� L. �__J. 1 1i iI1.1 1 I i I I — _ _ 1�—_ —_�I ' 111__ Ll__ _ ___._l_� _�_ �____ �.___ ( 1L - u_ j ...,-.---si L-11-.. ,-- / ® SIM. L__.. , .-_1 _�-_1-lw_ _ J - -- � _ _. _ ._. ._ L _ 49 �--� 1 _ --.�--- �___._� 1. t1` _Itmei,1 , Mori L-.-�--___ _ .1_1�.__L__.._l I 1.____ - .��-�-1_1�._.1-._-_._1 - t', _ ARCHITECTURAL _�___IL _ ___ 4 I _ __ ._�_ .ffiUuE:1irTu 40 I i :\--. L-- v l\ Joseph A. St. Jean, Jr., R.A. i — Member GENERAL NOTES REVISIONS NO: DATE: REMARKS: �L i�� 66. DG -HORIZONTAL LAP SIDING BY: --- —� - = - == ALL STEEL LINTELS ARE 3 1/2"x3 1/2"x - - -- 3/8" UNLESS NOTED OTHERWISE. — — - - = ----- ALL RIDGES TO HAVE A ___ CONTINUOUS RIDGE VENT ;-' SYSTEM. FOR ALTERNATE ORIG. COPYRIGHT DATE& JOB NUMBER: _ -T ) ATTIC VENTILATION SEE 1-24-03 03050 — _ _ -- - BUILDER'S SPECIFICATIONS. TOWNSHIP: L - —t - - 1- . -�=__ - I ALL SADDLE FRAMING MUST EXTEND A CITY: STATE: I - - • I MINIMUM OF 16"PAST THE FINISHED WALL r ' I- -- - I CONSTRUCTION. SADDLE,VALLEY AND BLOCK: LOT: VERTICAL WALL MUST BE COVERED WITH A PROPERLY INSTALLED ICE AND WATER • SHIELD MEMBRANE TO PREVENT ANY TITLE: INFILTRATION OF WATER. MASONRY AREAS TRAV� BUILDERS MUST BE PROPERLY FLASHED AND La Mi o I s O LEFT SI D ELEVATIONE COUNTERFLASHED. SCALE: /411 _ 11_0" 3 WINDOW AND DOOR GRID PATTERNS MAY VARY FROM DRAWINGS PER DRAWN BY: JOB NUMBER: SHEET NO: MFGR.'S SPECS. DG I SOR © SCHOLZ DESIGN, ALL RIGHTS RESERVED DATE: — SCALE: �� 26 13 :' w.dwti ..„, 0=,f.. ` © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE I DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE x �_ TO GIT-0" PROMPTLY UPONATION REECEIPTTOF�ANWRITTEN REQUEST ROMAGRE , AND SHALL BERNED SCHCI.Z. SSCHOLZ CHOLZ d ' / COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDMG TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 5g'-04I11 f— 181-14" I8'-O " 3'_0" A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME / / / / UCENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL €I USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE 5'-0" 14'-4" 8'-3" 4'-0" 12'-3" 10'-4" 4'-I04" g'-5 " q'-5i., g'_8 I PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN / / / / / / / / / q'-4" NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION / / FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. . BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, 4_2g2j SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH 4-2g51 =rte ..,,,_=, THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY rASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY II'm _�II rt l�c �a \ \ Z �� WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE N_*~'� REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR 1 Q CROSS ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY dJ N 4A SECT. dJ RELATIONSHIPS WITH BUILDER. 3-x 6- EXT DR o (N N �� O �� �t GENERAL NOTES 215q 2151 2541 w/ CL. INSERT 2-2541 6-x 6 SL. CL. DR. (V m / 3_215GI SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET II 6X6 EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH 1 I cSJ SCHOLZ DESIGN 3 STL. / F I I 1 ykREQUIREMENTS. BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS ALL RIGHTS RESERVED PIPE COL. / I • BH-35 5 "xq%4" EGRESS BH-23 5%4"xqi" OR CHANCES NECESSARY TO MEET SUCH INTERPRETATIONS Cr STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, PARALLAM - PARALLAM ( CLIMATIC OR USAGE REQUIREMENTS I r FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT \ 4x6 = PAN. ,► I I rc 7 I I / FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF - - - PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR I ` 23'-5 5 D g'-3" 4'-5" 20'-7" 11..5 ,, IT-q" MN- / 5 ADEQUATE CONSTRUCTION ON FOUNDATIONS MECHANICAL, AND STRUCTURAL 1 r' I L I / kk SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE KITCHEN COMBINED SPACE = r'_ ' I I 20'-6" X 20-8 N GREAT }BOOM - BUILDER RESPONSIBILITY. I w LAUNDRY ,,: MORNING RM. -8" X 17'-1" �+ °K� I Q ASTER Ber,RoO (V IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL v ��_ _� 2 STORY GLC. / I DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING I N } O \22 N ' J - I I 1-B" X I3-2' I (Y1 CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN In Q I TRAY CLC. 1 — SPECIFIC UTIUZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT IX �— NOTE: GARAGE-DWELLING I ¢ p I I N IY I ® SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN SEPARATION: 5/8" TYPE X ". 10 ---' o I SA I DETAILS AND DIMENSIONS. CD lL 0 C.:1 GYPSUM ON GARAGE WALLS, I _� el Q z 3 O O / THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS = pCEILING AROUND SUPPORT N O 0 o �/ MI: _0 ir � INCLUDING BUT NOT LIMITED TO NAILING,CAULKING FLASHING, PAINTING, Q ��< BEAMS, MIN. /2 TYPE X I Ic\I N Q UJ V - p L/ \ I AND WATERPROOFING. BUILDER 15 RESPONSIBLE TO PROVIDE PROPER COIO Ln GYPSUM ON OPPOSITE SIDE CD I m QI- O (V ON J• 0 ' to BOT. - �I SUPERVISED WORKMANSHIP FOR ALL TRADES. 0 3"� STL. BH-33 5%4"x14" p OF WALLS. OPENINGS IN CEILING < -gym (Y �TUSGAN COL., 2' O" 01 Ln Q I c°I 26 N p PIPE COL_ TYP. PARALLAM =IN / fID I , IY ARE NOT PERMITTED. 1 LU 4 w 3'-8 "` _2'-4", 6x6 . 3°G.O. u ox I m ox 5-3' k k 2'i I" ' 3� ,r to • 3-G.O. 1� C�7 �..��RY (3)2x12 J II O .- I `� CI II o m ' "' „ 5k" " u I I 14'_0 " „ Rt / i I -"`' S „ T-I I 2 -I 5-O 6'-2" 1 4'-I" -- -8� PARTIAL 6 ` I -I I 11 I I v r �� II '/ I _ / SECT. ® "'* . °' In I m 11 m 2 Q ®Go®A WIG 26 r, WIG w Q o 4D > I I [ 2 0 ' LSI M 3 G1� GARAGE ' = r - ;, . 3Q 6x6 � � �, °� °L� I I N = o w M 4x6 23'-4" x 3g'-0" 61 — — — REF 0 PR #I 0 '�' O w ` tr o x , 2� L _ 1 " l �— m - - - hi- .= 3°G.O. R 8 5 W o 1 7 4 ry cv 3"� STL. /I _ - - cp acv LEJ a°i PIPE COL. I - / o CC t� ° E 1 A, / BH-32 1 o Q ° = I 6B // i � N (2)2x12 z N L— ° U _� m X I p I - 1 = 1 Q s / I I I = N „ M T' t� BATH u 0 o Ig'-8 " I __261, 3' 5" 5 II'-4" 14'-5" - m:- 14 -I 52 g -O 3 -10 57-73n , �, �, 3,_6 N Z o` cn' p ^ r- / ,� N I 5-O 6 -5 z J m J N Z U .. , 0I OFFICE i DINING i -Kr J `l' OI „ 14 4 x 17 ID O _ I Irill °' C� dJ cs 111-5' x 13 -6 I I j// _1 Q FOYER --,1- I• f <t - z J U MallCUSTOM GLC. v _'`'' x x x VAULTED CLC. I I J i N U_ O W of N3-Q I = 1 = O ___1 VAULTED GLC. 2 Q II- O / -1 `r =�v of = I 6B O Q N o TD IV 1 I N r / \ N ln � ._ C �t - O rA 0- m I k- �-i i 2q J 31) I LIVING +�-J 3)2x 12 0 in I U 1 „; // \ ° -o" x Ig'-211 _ 14' ` /'/.1/' 44) co 1 (,..1.) N 4x6 '"`�iiiii / \ � CATHEDRAL GLC. //�2// )' A A " U to �;;. 2-2151 / \ :: BH-30 �t 1 p / R. ® T / \ \ il (3)2x12 - N 2-2q4� 1 H4�I . r c0 / // \\ „, x g �I • ► I i / \�0 J I r �--�- , 2 / NCV 'C `4, A piO, 3 STL. 4E / / \ I J BH-31 -:IN / I GROSS c 'F � _1 0l PIPE COL. / / \ ' _ / <t i 1 GR055 / / \ .,..L,.-1 —_ _ 5H-38 (2)2x127 `1 R45 / SECT. Af`®:-.<” ��tc` 0 _ 4 0x12 - - - - - nsiiiiiAiiiiiiiiii///// i4 m.- SECT. • �' 2g5q 2g5q 2g5q 2151 ;RI-�� :: �it.4D - 1 "1- T-, 1735 . s - ///.4/A I//AP//// �, y L' �i 6-Qx 6e FR DR .. c ck'- . I CUSTOM ARCHED TRANSOM W/ ARGH`D l - '40 -f�- 4B 3-2'151 TRANSOM GRO55 SECT. /41 / 4'-4" / 10'-4" / 4'-4" / 5'-8" / 5'-8" / 4'-8" / 6'-O" / 3'-O" / / ) / /. q'-6" -./....6...-./....6... II_4" 6' 4" 3'-6" 2'-6" 8'-6" / 7'-6" ' / / 4' '1' 5'-4" Iq'-D" 11'-4" 13'-8" 17'-O" 13'-5" 16-0 3,-O„ �te; ,I' / / / / / I ARCHITECTURAL f 4A SERVICES, L. L. C. I CROSS GENERAL NOTES Joseph A. St. Jean, Jr., R.A. 1 i ST FLOORFLIIAN SECT. Member SCALE: V 'I = I'-0" STRUCTURAL HEADERS: (2)2x12's UNLESS OTHERWISE NOTED. REVISIONS HEADER BEARING: (2)STUDS UNLESS OTHERWISE NOTED. NO: DATE: REMARKS: BY: WOOD POSTS MAY BE A SOLID MEMBER OR AN EQUAL b-26-I P 1NORKING DINGS. PG SQUARE FOOTAGE BREAKDOWN BUILT-UP OF STUD FRAMING. FIRST FLOOR LIVING AREA: 2819 S.F. TYPICAL CHANDELIER WEIGHTS USED FOR STRUCTURAL SECOND FLOOR LIVING AREA: 957 S.F. ENGINEERING PURPOSES ARE 500#ATA SINGLE-STORY TOTAL LIVING AREA: 3776 S.F. CEILING, AND 750# AT A TWO-STORY CEILING. BUILDER TO - — - - - --- VERIFY WEIGHT& LOCATION PRIOR TO START OF "'""--'-"'"' ______ CONSTRUCTION. ORIG. COPYRIGHT DATE&JOB NUMBER: GARAGE AREA: 934 S.F. i BONUS/FUTURE AREA: 629 S.F.�-— SEE ELECTRICAL DETAIL SHEET FOR ADDITIONAL SMOKE 7-2¢O3 03080 ALARM AND C.O. DETECTOR INFORMATION. TOWNSHIP: ALL INTERIOR WALLS ARE 3 1/2" UNLESS OTHERWISE NOTED. CITY: STATE: ALL EXTERIOR WALLS ARE 5 1/2"UNLESS OTHERWISE NOTED. BLOCK: LOT: SCHOLZ STANDARD FOR TEMPERED GLASS NOTES SEE SHEET 6. STRUCTURAL NOMENCLATURE TITLE: I FIRST TWO DIGITS=TYPE OF MEMBER, 9'-1 1/8"CEILING UNLESS OTHERWISETRA4VGO BUILDERS W FOLLOED BY OUR CALCULATION NUMBER NOTED. AND THEN THE STRUCTURAL INFORMATION. La 1s4 ison , BH : BEAM/HEADER 6'-8" DOORS UNLESS OTHERWISE NOTED. 3S PC: POST/COLUMN CF : COLUMN FOOTING WINDOW NOMENCLATURE BASED ON PELLA ARCHITECT PF : PERIMETER FOOTING SERIES.SERIES. DRAWN BY: JOB NUMBER: SHEET NO: BH-21 W8x18 STEEL BEAM WINDOW AND DOOR GRID PATTERNS MAY VARY FROM DG I SO1t DRAWINGS PER MFGR.'S SPECS. DATE: 2 SCALE:SCHOLZ DESIGN, ALL RIGHTS RESERVED 26 13 I/4 REv.DE-.._.., © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLL SCHOLZ (161-0" COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO / ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME 5q'-O4" I.5'-112" 18'-04" UCENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL L./ L USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME NOTICE WITHT TTEN 12'-2" Iq'-5" II'-3" 11'-4" ,i-'--ICA" q'-5i" q'-5i" 21-04" 16'-0" FROM AND�CERDOFRIGHT SCHOLZ DESIGN,INC.CONOT RTES A VIOLATIONION OF / / / FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY CUSTOM ARCHED TRANSOM OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH _NI- THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY r - ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY .ifs F 1' _,;iFj='°a;":� \ \ WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR BH-2I ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY �DE516N `(2)2xI2 /� -I RELATIONSHIPS WITH BULDER. %o r ALL RI RESERVEDi 1 a) RI- O 4A GROSStcr GENERAL NOTES SECT. 2-2g5q 2-2q5=1 2541 2-2c1561I SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL LO STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET I \ = ,.4 EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS. BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS EGRESS BH-Iq k EGRESS 1" I BH-20 EGRESS OPEN OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE I (2)2x12 [c2':S",li 0 (2)2x12 "O 6EAT REGULATIONSOR ANY SPECIAL SITE1 in 24 > CLIMATIC OR USAGEMTwIG =� o ROOM I ua m 1WO1_I � i.O� j/ FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT LO FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF I J if) 01 Q - / PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR TNV O^1(\i , 2x®G.G.J.OA/BOVE ) 1- j �� � � ^ ^ BED�OO I 2 ADEQUATE CONSTRUCTION IT FOUNDATIONS,MECHANICAL,AND REQUIRED, A STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE 12' IO" x 13'-4" / - II -q x13-4 - in 4 BUILDER RESPONSIBILITY. BEDROOM 3 -I(Y1 ! I I'-3" x117'4:4" 1:_-\---- V.() 2- =,,1 „� - IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 6 j/ DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING 5'-4" 12'-11" 11� 5'-0y" 5 2'-I" 6'-4" 2'-I" I I'-IO" (Y1 5 17'-q" I'-8 5 " CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN / t,® It f___:_,N; �) , SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT ` CV = , N 2& 6 52' SDELECTIONTAILS OF D DIMENSIONS. BUILDER MAY NEED TO MAKE ADJUSTMENTS IN �- �? BATH 2, THESE DRAWINGS DO NOT PROVIDE SPECIFlC DETAIL IN MANY AREAS I 0 0 _, in \ 51-,T) © INCLUDING BUT NOT LIMITED TO NAILING, CAULKING,FLASHING, PAINTING, SA O SA -Iry ' (...5: �541 SA (.6t1-T- AND WATERPROOFlNG. BUILDER IS RESPONSIBLE TO PROVIDE PROPER = Lf1 in SUPERVISED WORKMANSHIP FOR ALL TRADES. 2 v `9 L} v - 2 2� 01 21 01 ° o ® -iry LINEN LINEN N ® -I 12'-0" -I ri �. 41- HIPBRG. 3 3 r NII O SBH-14 5/4"xlII4" `"" rn I rVELUX-1 ® ® _^ (2)2-DBL. DR. (2)2 DBL. DR. 0 0 _ . I V51O6 I GO SA i OUT-OF-SEASON STORAGEGO 5A O PARALLAM d- in Q LSKYLTJ /32 �� 10'-4" - �- 5'-10" 6'-O" 6'-O" Q m ® �n °' , �t- m � / I ? -,13 m cc n m 1 s BH-17, 17A sr411xI2" 5BALCONY LIMITED W , Lr) PARALLAM r I� it ,, ATTIC SPACE _I �, Ew , - - - .. (2)2 DBL. DR. (2)2 DBL. DR. (2)2 DBL. DR. CVX 't PARTIAL 6 LU ct \ ` `x - BH-15 5%4"xll%4" SECT.0 a 2 x, 12C " > COMPUTER x - - . - . - _ LLI \ z ; --1 \CI RSS IR 5 R45 N 62G.o. IN PARALLAM 41 LL.1 I- ui y o W ;. . a, y \ \ / , Et IX 0S BONUS ROOM \ T BH-16 IIV) = o (/) \ / (2)2x12 Ln .__I "Sr 3 rVECtTX� 14'-6" x 25'-4" - - - \ / I , -J = 1 I VSIO6 I 14'-64" 3' 5 �5 I 11'-4" I 5 ,, \ 14'-5" / I'-3" I 14'-I" 51" 13'-2 " 5 " 15'-64" 51 S _ - - LSKYLTJ it �1 \\ // ✓ _ �/ v 3 O NT o1\ oV) ox ® v J O' _I GE BE OW =�, w z �, Q in 6B N I I — - N I IQ c' _ i' w i' m z 2x8 G.J. ABOVE ) - I I D I I I N6 BEL01n / 0 1 1 TO .. z J ..... / 2x6 G.J. ABOVE _ CD U I ® 16" O/G - I I I I ® 16" O/G0R eeLO� _ a �/ I ITD ` ' o �,,,Li o �I — - � / _� 1...,_ OPEN TO •_�' _ - � - - — �B — oLL_I "' D N r X-� J r / \ L11/IN6 BE�..OW N O 41 to o I v5Lo6 I // \\ / i _ o SKYLT I :. U \ „� �` / \ _ I / — \ tO L \ - 2541 / \ - O / \ I I Iry I GROSS AEI - - / \ = _ SECT. 4E I , 0 / \ _ 4D c9, dJ 3 -10� 1 10'-8" 3'-10 " p / \ GROSS si fiC I a \ - Cry I / \ SE \ � F:®. s�,, \ CV @ �`I �' y,....:: ``� t^a € 4E '�� LillR055 SECT. \ iiiiiiiiiiiiiiiii NMIP/////A ii ii GROSS 4D _ \ � •m 2547 I 2541 '71- 2g5q SEDT. _ OF L.1.-% q'-5" q'-5" 3'-11" 3'4)" 3'-1l" 51-11" 3'-5" 4'-3" 2'_q" 3'-6" -1'_5" I / / / / / / / / / / ,r 1' / 5'-4" Iq'-O" 11'-4" 13'-8" 17'-0" 13'-8" 16'-0" / 3 I 4B0 4A GROSSGRO55 SEDT. SECT. ARCHITECTURAL F GENERAL NOTES SERVICES, L. L. C. r STRUCTURAL HEADERS: (2)2x12's UNLESS OTHERWISE NOTED. Joseph A. St. Jean, Jr., R.A. Member HEADER BEARING: (2)STUDS UNLESS OTHERWISE NOTED. WOOD POSTS MAY BE A SOLID MEMBER OR AN EQUAL REVISION S BUILT-UP OF STUD FRAMING. NO: DATE: REMARKS: BY; GOi D TO O i.. I I b-26-I 3 WORKING DW65. DG TYPICAL CHANDELIER WEIGHTS USED FOR STRUCTURAL SCALE: %4" = II-0" ENGINEERING PURPOSES ARE 500#ATA SINGLE-STORY 1 CEILING,AND 750# AT A TWO-STORY CEILING. BUILDER TO VERIFY WEIGHT&LOCATION PRIOR TO START OF CONSTRUCTION. SEE ELECTRICAL DETAIL SHEET FOR ADDITIONAL SMOKE ORIG. COPYRIGHT DATE&JOB NUMBER; ALARM AND C.O. DETECTOR INFORMATION. 1_24-03 03080 I TOWNSHIP: ALL INTERIOR WALLS ARE 3 1/2" UNLESS OTHERWISE NOTED. ALL EXTERIOR WALLS ARE 5 1/2" UNLESS OTHERWISE NOTED. CITY: STATE. I I' SCHOLZ STANDARD FOR TEMPERED GLASS NOTES SEE SHEET 6. , STRUCTURAL NOMENCLATURE FIRST TWO DIGITS=TYPE OF MEMBER, 8'-1 1/8"CEILING UNLESS OTHERWISE NOTED. FOLLOWED BY OUR CALCULATION NUMBER TITLE: AND BH TEAM HEADERHEN THE CTURAL INFORMATION. 6'-8"DOORS UNLESS OTHERWISE NOTED. TRAVGO BUILDERS PC: POST/COLUMN j_..a H a I s O n CF : COLUMN FOOTING WINDOW NOMENCLATURE BASED ON PELLA ARCHITECT PF : PERIMETER FOOTING SERIES. A 38 EXAMPLE: WINDOW AND DOOR GRID PATTERNS MAY VARY FROM BH-21 W8x18 STEEL BEAM DRAWINGS PER MFGR.'S SPECS. DRAWN O SHEET NO: DO 1SOR ;: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26 DATE: SCALE: 2A C.-,. © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ F ' TO BUILDER SHALL BE ' ' "� "-" -' � •" '° ^� ' DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHIXL SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A A ONE TIME LICENSEPAYMENT FOR OF A A ONEHOUSE TIME FEE USEFOR TO BUILD ONE PLANS HOUSE.PROVIDES ANY ADDITIONAL GFGI USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE GFGI PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN FINISHED BATH NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION N HABITABLE SPACEGFGI _ VIOLATION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A ATTIC USE FOR STORAGE . 0 FG IX FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. OF OR SERVICING EQUIPMENT X"' 1 ti«W..a BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, _ _ BATH DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY -9- WEATHER PROTECTING COVER - OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY ATTIC ACCESS OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, •ii -, " "-_ .. ' ' '- SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH I' 4' / n - , THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY \ / BAR SINK p ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY ,„=(Numw4............N...mp...n..g.twgmmfgPuPPPwm."",wo." •EXTERIOR -- / s WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE DOOR HABITABLE ROOMS, GARAGE $ / GFGI1111 w REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR LAUNDRY ISLAND BATHROOMS, HALLWAYS ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRDDPARTY DECK WITH SINK 10 FEET OR MORE RELATIONSHIPS WITH BUILDER. ' EXTERIOR / EXTERIOR DOOR < 6FT. 1 o . GFGI RECEPTACLE OUTLET �' GENERAL NOTES STAIR ACCESS / OTHER THAN f SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL TO GRADE _ / OVERHEAD DOOR < 6FT. GFGI GFGI / / STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET ` ( : - NOTE: SEE ENLARGED PLAN EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH • THIS SHEET FOR OUTLET/ REQUIREMENTS.BALDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS -(2-\ 7 -C?--- /GFGI OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE DIMENSIONS AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, GFGI CLIMATIC OR USAGE REQUIREMENTS STAIRS FIRST FLOOR KITCHEN I ` I . GFGI FURNAG FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT k �• UNFINISHED STORAGE FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF EXTERIOR UTILITY AND UTILITY AREA PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR DOOR ROOMADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL BASEMENT O 0 SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE (:12) W.H. t } GFGI BUILDER RESPONSIBILITY. ` GFGI (NI [ REF .. E PATIO- �GFGIhI. IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL .. 1Y CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN IT L DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING BASEMENT STORAGE AREAS AND 1.f GFGI SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT NEAR EQUIPMENT REQUIRING SERVICING SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN BASEMENT DETAILS AND DIMENSIONS. HALLS I TGA-�GONT OLLE0 LIGI-ITING OUTLETS issiALLIAIA`t'S THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS INCLUDING BUT NOT LIMITED TO NAILING,CAULKING FLASHING, PAINTING, SCALE: 3/I6" = I'-OII GFGI (+42" A.F.F.) SCALE: 3/6" = I I-0" SUPERVISED WORKMANSHIPAND WATERPROOFING. I FOR ALL TRADESLDER IS . TO PROVIDE PROPER € GARAGE BENCH 21_0" I'_0" 2'_0" 21_0" o ,, cG T 4-0 o r o ° 0 0 O 4'-0" GFGI (+42" A.F.F.) ALTERNATE LOCATION M MAXIMUM FOR ONE RECEPTACLE TO MAXIMUM ,r, GFGI ° li ° GFGI O O GFGI 36 SERVE BOTH LAVATORIES ,36 ® `" p rn ..., ii, >Li '-' I 51 K 0 0 GAG I fieri:OT!GT!I, REG�F'T ACL! OUTLETS i r, ,x ,, I O GFGI — J GFGI O 0 SCALE: 3/6" = I'-O° NON-ADA BATHROOMS INDICATED ° of o o 14 ib N M w w d• la] 2 Ct > 2 -O 2F-0�F s ISEIMESEISEIEEIMMEIHEISEEEIMEIMI CZ N O GFGI 4'-0„ = i LLICC 1'-0" 1'-0" Receptacle Outlet Locations w • DESCRIPTION QUANTITY OR SPACING LOCATION NOTE . 11111 cr 0 ISI N " BATHROOM ' o M I 0 FOR WALL SPACE >/= 24 IN. WIDE; WALL • GFGI II III LAVATORIES = Q x I I 2,_6„ O WITHIN 6FT. OFA DOOR AND WITHIN 6FT. RECEPTACLES </= 5.5 FT. ABOVE THE O , REFRIGERATOR HABITABLE ROOMS </= 12 FT. O.C. OF ANY POINT ALONG A WALL FLOOR: CC ; FLOOR RECEPTACLES </= 18 IN. ` Z o N J FROM WALL J N � v V Z Q 4'-0" WITHIN 2 FT. OF ANY POINT ALONG THE QJ p KITCHEN WALL COUNTERS <1=4 FT. O.C. FOR WALL COUNTER>/= 12 IN. WIDE. WALL LINE AND</= 20 IN. ABOVE COUNTER _ co Z 2 -O 0 GFGI - Z ;, J 0 KITCHEN ISLAND OR U >/= 1 <1=20 IN. ABOVE COUNTER FOR COUNTER>1= 12 IN. X24 IN. O Ti w PENINSULAR COUNTER E5J\T DOOM W V Ti I 0 GFGI 0 1 HALLWAY >/= 1 FOR HALLWAYS >/= 10 FT. SCALE: 3411 = I -O� 0 ` • I J f17 GFGI 2'-0" BATHROOM >/= 1 <1= 36 IN. FROM LAVATORY MEASURED FROM THE OUTSIDE EDGE OF NON-ADA J 3 O O , EACH LAVATORY OCD ; \ OUTDOORS 1 IN FRONT, 1 IN BACK </= 6FT. 6 IN. ABOVE GRADE WHERE THERE IS ACCESS TO GRADE o LAUNDRY AREAS >/= 1 <1= 6FT. FROM APPLIANCE - V) 1 © K I TGHEN COUNTER RECEPTACLE OUTLETS FOR BASEMENT WITH FINISHED HABITABLE SCALE: 3 ,, = I'-O'� BASEMENT >/= 1 - SPACE, ONE OUTLET FOR EACH SEPARATE UNFINISHED AREA GARAGE >/= 1 - - RED SRC 1 HVAC EQUIPMENT >/= 1 </= 25 FT. FROM EQUIPMENT - �0 p.5 C.o, 'S ,,,. FIXED 1 t' , j i 12 F T. 12 FT. 6FT. SLIDING ADA ITEMS PANEL BUILDER TO PROVIDE GROUND-FAULT c ,,,' s,;3. ' [ 4.2.5 FORWARD REACH: MAXIMUM HIGH FORWARD REACH IS 48". CIRCUIT INTERRUPTER @ ALL OUTLETS AS , 1',"t c�C;`, 12 FT. MINIMUM LOW FORWARD REACH IS 15". REQUIRED BY THE NATIONAL ELECTRICAL C ' ",' ' 12 FT. 12 FT. 4.2.6 SIDE REACH: MAXIMUM HIGH SIDE REACH IS 54". CODE. MAXIMUM LOW SIDE REACH IS 9" BEDROOM ALL BRANCH CIRCUITS THAT SUPPLY / ® ` 125-VOLT, SINGLE-PHASE, 15-AND 20-AMPERE ,, i OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN lk) $ ARC-FAULT CIRCUIT INTERRUPTER LISTED TOVie fir$ 6 FT. PROVIDE PROTECTION OF THE ENTIRE �# je7 6FT. 6FT. N BRANCH CIRCUIT. , I SMOKE ALARM AND CARBON MONOXIDE ARCHITECTURAL F DETECTOR. SERVICES, L. L. C. t LIVING FIREPLACE _ ,, CO DETECTORS ARE REQUIRED ON EACH AREA LEVEL THAT HAS A BEDROOM,AND MUST BE Joseph A. St. Jean, Jr., R.A. T WITHIN 10'-0"OF EACH BEDROOM DOOR. Member s.. . ... . .. Win. . REVISIONS . SINGLE STATION SMOKE ALARM/CARBON NO: DATE: REMARKS: BY: 6 FT. 6 FT. / 6FT. _ _ MONOXIDE DETECTOR AS SHOWN ON THE -26-11 WORKING DW6�'. DG I 6 FT. 6 FT. / \ PLANS. / 6 FT. SINGLE STATION [ r� �� / \ SMOKE ALARM. i 30" MIN. 5A GO 5�►' . BEDROOM 6FT. i RADIUS REQ'D. 120V AC i ORIS. COPYRIGHT DATE k JOB NUMBER: 1-24-03 O3OSO , TOWNSHIP: 9 ' INTERCONNECT ALL ALARMS IN SUCH A 12 FT. 12 FT. i I 12 F f. 6FT. 6FT. 12 FT. \ / �IL ALARM WILL ACTIVATE ALL ALARMS. :..:-.: ..:_ •,,. . .. ,. .;g..,..a,...„}r�,.��.... .. .. .. .. .` \� // O ONE CITY. STATE: 'x ACTIVATION F O #`. J I-I� - BLOCK: LOT: DIMENSIONS SHOWN ARE MAXIMUM SPACING OF GENERAL PURPOSE RECEPTACLES _ SMOKE ALARMS SHALL BE INSTALLED WITHIN '_ _ 10'-0"OF EACH BEDROOM DOOR AND ON GI it -" - TITLE: ' EACH ADDITIONAL STORY OF THE DWELLING, TRAVG0 BUILDERS HAE3ITAE3LE RORECEPTACLE OUTLET LOCATIONS INCLUDING BASEMENTS AND CELLARS BUT NOT INCLUDING CRAWL SPACES AND La M SCALE: 14" = I '-O" UNINHABITABLE ATTICS. G G I �RO T G T ! I! TALE OUTLETS POWER TO THE SMOKE ALARMS MUST BE A 38 SCALE: %2" = I'-OI' FROM THE BUILDING WIRING WITH BATTERY DRAWN BY: Job NUMBER: SHEET NO: ADA BATHROOM BACKUP. DG 1301 DATE: SCALE: 2E5 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 PULL © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS aq _0, OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ / PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 501'-04" 181-q" I8'-O-i" 51-0" A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME 74- • / / / ' LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE 251-I0" 8'-0" 25'-24 PEVEN LANS SCHOLZ PERMISSION COPYRIGHTNOTICE WITHOUT PRIOR WRITTTNDESIGN NAMEA AND/OR „e_— / / / FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES 10'-0" BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS. PLANS, / / DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY r > 1 WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE 141-10" r -1 °///////////////////// \ \- REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY ///////////////// / RELATIONSHIPS WITH BUILDER. / / PF-1 / r r C/ / / 24"x12" j GROSSA c0 GENERAL NOTES f O / I I / GONT. PERIM. 3A ' / I I / / '1- 4A SECT. 3A SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL r -I �t / I I / FTR., TYP. / STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET I J / L J / L J / L L EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH F - -I F / / / 'I REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS \ \ 1 c 1 \ I \ 1 - \ \ �, \ \ OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE = lII II r(1I' AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, - 1r r i r ----- r J F J N CLIMATIC CR USAGE REQUIREMENTS. N II I ` -J r ry \ -1 FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT 1 \ I I FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF Ii BH-13 30"x30"x12" GONG. PAD — PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR In REINF. W/ (4)#3 KEBABS E.W. - ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL nNro- - SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE 0 BUILDER RESPONSIBIUTY. Z IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL C) (7l 0_< Lf.i CZ 12„ — DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING O < - GF-q 3"4) STL. PIPE GOL. ON 1 O CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN Q m vim- TYP.� 0. 27 "x21 "x12" GONG. PAD in \ SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT FV lX REINF. W/ (4)#3 KEBABS E.W. SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN uJ SLOPE FL. 4" L_ _,1 Tm x co 2'_4" I8--1 I" DETAILS AND DIMENSIONS. TO DOORS :0^ GF-8 3114 STL. PIPE GOL. ON / THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS OQ En 3�c x - 36"x36 "x12" GONG. PAD \ GF-IO 3"4 STL. PIPE GOL. ON INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, �r REINF. W/ (4)#3 REBARS E.W. 45 x 45 "x12" GONG. PAD AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER N EASEMENT REINF. w/ (6 )#4 REBARS E.W. SUPERVISED WORKMANSHIP FOR ALL TRADES. - !Y CO GF-I 3 4) STL. PIPE GOL. ON (-Si-IQ -I -1a -4 m .6 4x m NI- 36"x36 "x12" GONG. PAD 4" GONG. SLAB REINF. W/ ' i" q'-O" dJ = w REINF. W/ (4)#3 REBARS E.W. 6x6 #10 W.W.M. OVER 6 MIL / r---- ----' / ' / x�-, 6ASA'E ca V r I r-- -1 I I F 1 I VAPOR BARRIER OVER L O - 4" POROUS FILL 1 BH-71 1 I BH-72 1 1 BH-73 1 1 BH-74 \ t m 4 GONG. SLAB REINF. W/ `, �-+-- -- ----©- -- ---- ----0---�---- ---+-i�- 1 -- -- -- ,► T ►!1 u 6x6 #10 W.W.M. OVER 6 MIL I 1 1 WIOx22 I I WIOx22 I 1 WIOx22 I I WIOx22 Z —� I • I BH-64 I I I I I I I T' L�Uy VAPOR BARRIER OVER 0p I • -- - ---- ----p I I L__ __J LNI ml !)a !X 4" POROUS FILL V I I WI0x22 Nib _ uJ v r� GF-4 3"� STL. PIPE GOL. ON GF-6 3"4 STL. PIPE GOL. ON J = ® °' �1 `---T-- 48"x48"x12" GONG. PAD = GF-II 3"4) STL. PIPE GOL. ON _ > 1 51 "x51 "x12" GONG. PAD # -IN 30"x 30"x 12" GONG. PAD -PI - f(� ct n `t QREINF. W/ (6 )#5 REBARS E.W. REINF. W/ (6 ) 4 REBARS E.W. O m w M p m du_ 141-10" 1 REINF. W/ (4)#3 REBARS E.W. _I I / p , N M ct > / < / 12'-04" 7'-10" 7'-10" 7'-10" 6,_82" r 13'-8" 16'-24" r I `O PARTIAL 6 w ` '* 0 CC / ( / , r , y / , / SECT. tI]� o a �� r I I r 1 I I-- Cr) i , F-2 3"� STL. PIPE CO_. ON i i i i i i i i i r J Li _ w \ I — 1Q Z "x42 "xl2" GONG. PAD I I I I I I I 1 W d I u - BH-65 1 BH-66 BH-67 1 1 BH-68 1 I BH-6G BH-70 1 Q INF. W/ (4)#4 REBARS E.W. --- -----I---O--- ---}---�--- -- —+---�--� ---+--�0—�- ---�-- �«.� .,»;.«� :., -- -- ---*�- ---�--3 C 0 E \ `J� WIOx22 WIOx22 1 WIOx22 I 1 WIOx22 i 1 WIOx22 - - - --- WIOx22 \ ' ' I-- Z L I � L J 1 I - - t - -\. I f- J y - I- \ 1 1 1 1 I I 1 I LLI r V) -I v M O O --- --- L L J L---- ---� v = Q = CC u_ m r GF-3 3"� STL. PIPE GOL. ON _ - - - - _ 0.O CD ` '* Z c° '� GF-12 3"� STL. PIPE GOL. ON - "x12" l- GF-5 3114) STL. PIPE GOL. ON GF-7 3 STL. PIPE GOL. ON o �, O = 48"x 48 GONG. PAD Q •- _I tg 45"x 45 "x 12" GONG. PAD `� 36"x 36 "x 12" GONG. PAD - - - - - 42"x 42 "x l2" GONG. PAD - o v J REINF. W/ (6 )#4 REBARS E.W. [Q I— -J N z O O REINF. W/ (4)#3 REBARS E.W. REINF. W/ (4)#3 REBARS E.W. REINF. W/ (4 )#4 REBARS E.W. J w • Q F-- (V CO -.---I.J 3.-E4i. r - - - ,, N m / m z -� - - -(I) - (.1) _ rn>Iv O �0 10 J Q d L 1 in — N r- � J /vn V I © N - - - - r- /////,,////////////,,/////// /////////////////////{///iii/////i \ \ © \ \ r — / / 1 / L J UP / r , / 1 __/ / 14,x „ 2'-8 „ 5" LEDGE FOR / Ach . d? CROSS SECT. F j / SLAB SUPPORT C....) j N - / ,. AP 1— T �i �i / r C J / 4D ���ED ���,ED � ,, ° '.‘ / / --- = -- / GROSS I a., e; Oa.` Ln r , V / I-- -rN i SECT. ' s (f) �L L L ----- J L{E / 1 1 / 4 I 1 1 1 / + ,i` ,4 O I / / I GR055 SEGT. 1 N 1 / ,� 11 /////////////////////////////<///////////i GROSS ////////7(//////////////// /// L 1 1 /////////// SEGT. L �t--1 / r- J L -� / r i t L t_I c5;) - 'N--r- 2 -0 8-O (.--) L __ • 1 ,, " "�1 0 • / - , / 1 14 14 1 / 0 / L J /3�44Ile) N / / GROSS \ / SECT. G'-0" I 4'-8" .41. , tie l el' 1 4'-II" I01'-10" 10'-6" / 13'-8" / 17'-10" / 13'-8" / 15'-7" / 3'-0" / �r* 0ARCHITECTURAL 4A SERVICES, L. L. C. GR055 Joseph A. St. Jean, Jr., R.A. SEGT. Member GENERAL NOTES REVISIONS NO: DATE: REMARKS: BY: FINISHED BASEMENT b-26-13 WORKING DW65. PG , LOCATION OF ANY ADDITIONAL PLUMBING SUCH AS SOIL STACKS,WATER AND SEWER LINES, FLOOR DRAINS,AND i SUMP PUMPS TO BE DETERMINED BY THE BUILDER. 1 UNFINISHED BASEMENT LOCATION OF ELECTRICAL CONDUIT LINES AND PLUMBING FOR FINISHED LOWER LEVEL TO BE DETERMINED PRIOR TO POURING THE CONCRETE SLAB. ORIG. COPYRIGHT DATE lc JOB NUMBER: 7-24-03 03080 FOOTER SIZES BASED ON ASSUMED SOIL BEARING TOWNSHIP: ' CAPACITY OF 2000#/SF AND ARE TO BE ADJUSTED BASED ON SOIL BEARING TESTS CONDUCTED BY A REGISTERED SOILS TEST LABORATORY. CITY: STATE: OUAVATI ON I i..,l N 5" BRICK LEDGE. BLOCK:. LOT: SCALE: 14" - 11-0" SCHOLZ STANDARD 24"PERIMETER FOOTER UNLESS NOTED OTHERWISE. NOTE! SEE SHEET 5E AND 5F FOR LOCATION OF STRUCTURAL NOMENCLATURE TITLE; ADDITIONAL ANCHOR BOLTS AND HOLD DOWNS. FIRST TWO DIGITS=TYPE OF MEMBER, BASEMENT&GARAGE TR/ YGO BUILDERS FOLLOWED BY OUR CALCULATION NUMBER 4"CONC. SLAB REINF.W/6x6#10 GA. L. Halsor"AND THEN THE STRUCTURAL INFORMATION. W.W.M. ON 6 MIL POLY VAPOR BH : BEAM/HEADER BARRIER OVER 4" POROUS FILL. PROVIDE R-5 A PC: POST/COLUMN INSULATION AT EXPOSED FDN.WALLS ORAS REQ. 38 CF : COLUMN FOOTING . PF : PERIMETERy/� FOOTING EXAMPLE: PORCH: DRAWN BY: JOB NUMBER: SHEET NO: BH-21 W8x18 STEEL BEAM 4"CONC. SLAB OVER DG I SOR POROUS FILL DATE SCALE: 5 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 1/4" 6v.GYOY-Iw] © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING 5. ONLY ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ✓' )1 t ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS '` OF THE REGISTRATK)N AGREEMENT,AND SHALL BE RETURNED lO SCHOLZ • , 34 145 PLYWD. SUBFL. OVER -_ 34" T40 PLYWD. SUBFL. OVER BRICK VENEER / PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ 14" T.J.I.'s @ 16" 0/G BRICK VENEER-� - = 14" T.J.I.'s © 16" O/G —�� �/ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO MA I N HOUSE FL. LINE ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. ' MAIN HOUSE FL. LINE ►�1 / �� _ _ _ / _ _ _ _ _ _ - - - - A PAYMENT OFA HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME GALVANIZED FLASHING \ \ \ �- — \ LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL W/ WEEP HOLES ABOVE / 3 _ . = USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE (2) #4 REBAR, TOP. m� I m�v PLANS EVEN If REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN mnr GRADE @ 24" 0/G Al- N 2x6 P.T. FE ON / 111 N N 2x6 P.T. f�' ON % W O / 2 Ln 0 O NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION trim- _' / Inly SILL SEALER (Y SILL SEALER a-, Tv FROM AN OFFICER OF$CHOLZ DESIGN,INC CONSTITUTES A VIOLATION OF (2) #4 REBAR, 0 z O j m�v 0 _z / Q m�v FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES I�• I \ - EXPANSION JOINT I EXPANSION JOINT N TOP 4 BOT. 0434 ri N / - ��_ N - GALVANIZED FLASHING N —J _ - BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, °II . I- / II r 2x6 P.T. FL' ON %2" \ II ° \ W/ WEEP HOLES ABOVE / d II. DRAWINGS, AND THE SCHOLZ TRADENAME AND LOCO ARE INDEPENDENTLY z al II " (2) #4 REBAR, / III SILL SEALER - Z .11 a GRADE ® 24" O/G JI 44 ° a \ OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY I . 2x6 P.T. FE ON %2 _ ° IL d 4 OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, Ila TOP 4 BOT. II II °II / it SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH \ _ SILL SEALER \ \ \ _ d \ ( I—III ,. I I I I I I I I I I I IIII I I I I I I I I I I I I I a _ I II— II I I I I I I I I I I I I I I I • THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ' a �- ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY _ / f III III—III— ►♦. 4 a ° II -III— I—III_ 1"::::1 — �. WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE r ►�! • I I=III=III—III=III �• 5 11. 4" GONG. SLAB REINF. w/ 6x6 #10 W.W.M. III III—III—I I - 5 a 4" GONG. SLAB REINF. W/ 6x6 #10 W.W.M. REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR IIIIII—III ►� .a ANCHOR BOLTS PER ♦ ° ° IIIIII—I 4 OVER 6 MIL VAPOR BARRIER OVER 11 ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY 71 _ _ _ I I _' "--111-=-1H II I I— I I— OVER 6 MIL VAPOR BARRIER OVER • I - I I=IIII •: I=III=I I =III—I �♦ II ANCHOR BOLTS PER -1 I, ,__-1= a 4" POROUS FILL I 1 I— - 4" POROUS FILL RELATIONSHIPS WITH MOM — _ �•� GENERAL NOTES =III—III= I I=III -� —III —I II II GENERAL NOTES I -III- d =I I►•i I I I I �� ° \ °II ° \ °I I GENERAL NOTES � I IIII a ANCHOR BOLTS PER 4 ANCHOR BOLTS PER 2" RIGID ►•� . d° I - I . II _ II GENERAL NOTES 1 SCHOL2 PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL GENERAL NOTES STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET INSULATION ] 1 ♦ �' II� SEE CHART FOR VERTICAL d II4 " I ' 1/4' EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH •, '6411 °I 1 SEE CHART FOR VERTICAL • I REINFORCEMENT -' _I I REQUIREMENTS,BALDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS Ik ►•� y REINFORCEMENT ° I �.� 10" POURED GONG. (2) #4 REBAR, - I '- OR CHANCES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE 10 POURED GONG. Q I °`I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, • ° 1 ° FDN. WALL TOP 4 BOT. ° . FDN. WALL ►♦� 4 • °II 4 I CLIMATIC OR USAGE REQUIREMENTS. ►,• vd 4 ` 64� � . \ \ drill \ ►� 4 ° d 4 •a 4 4 I ° FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT • •_J1 d SIZE 4 DEPTH OF FTG. TO a� SIZE DEPTH OF FTG. TO FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF . ° j 4 I O _ J° / O _ J PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR • I �_ BE DETERMINED BY LOCAL I \ �- BE DETERMINED BY LOCAL ' /•! 2" RIGID ° _ d = •'el ° ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL I ' jj °. 4 O INSULATION 1 O �• SOIL CONDITIONSd •d 4 • SOIL CONDITIONS SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE , d d 1 - �. g ° BUILDER RESPONSIBILITY. • E0 d� ►•• ° I IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL • d ° I 2X STUD WALL - DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING L • ; Ha /REFER TO LOWER LEVEL CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN 1 ' d • PLAN FOR LOCATIONS SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT L ' a s t 4 da I a GARAGE D N. D E TA 11.., GARAGE D • D TAI SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN DETAILS AND DIMENSIONS. . ° I ' „ SCALE: 34" = 11-0" SCALE: 3/4" = I'-0G.) THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 10" POURED GONG. ►j!' 1 d 10" POURED CONC. ♦ I ,r,1 AIR SPACE INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, I FDN. WALL �j aFDN. WALL dl AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER F �i I" MIN. AIRSPACE I 1"�-I SUPERVISED WORKMANSHIP FOR ALL TRADES ►�4, ° WATERPROOFING ►� 1 0 2x4 STUDWALL - REFER TO WATERPROOFING ° 4 1 GALV. FLASHING TO RUN UNDER DOOR • 4 OVER ALL WOOD MEMBERS I' ` ►� 4 LOWER LEVEL PLAN FOR LOCATIONo t �� 1� Ns E BENT DOWEL SIZE - 4 I BENT DOWEL SIZE $ \ 4111. ' MAIN HOUSE FL. LINE MAIN HOUSE FL. LINE "' co SPACING TO MATG ►:4 d I SPACING TO MATCH ° III _� _ _ _ �_ .,J- LU VERTICAL REINF. � • ° IEXPANSION JOINT VERTICAL REINF. 4. EXPANSION JOINT - - - - \ \ - - - -)21 ii 'pe • II11111 4 POROUS FILL I d 5 -� 111. 4 a __ BEYOND - // d1...___ LU Ct \ \ SLOPE FL. 4 ; ° -• I I DRIVEWAY CONSTRUCTION L 4 GONG. SLAB ON 11� > E CC .9 -�► ° 1 _ ° . 4 -II :° TO DOORS r — T I_- I „ N LLl O •� ° �`�. O (4,- JJ. . .-\ 5 2x6 P.T. �L' ON /2 IY o C/') _I • IA 4 d _I $ • d a : •d ° ° / d''° POROUS FILL ' A. SILL SEALER _ ai LLJ .4) 0 • O WHi 7114111141‘ \ • ° ? • III III III III— c• =III III= ii d 1 �— _ d —I 11=1 I I=1111 I 11111 _ _ 1 ANCHOR BOLTS PER (n 4 GONG. SLAB REINF. W/ 6X6 #10 W.W.M. — d I I—III=III—III=III_ -1 I I=III= =III =III 1 III—I � GENERAL NOTES �- J I I— -111--111--111--111--1111— _ I —III— II— II 1II . _ a = - = DRAIN TILE WITH OVER 6 MIL VAPOR BARRIER OVER DRAIN TILE WITH 4 GONG. SLAB REINF. W/ 6X6 #10 W.W.M. 1 ° - I _ _ _ ► ° C,7 4" POROUS FILL OVER 6 MIL VAPOR BARRIER OVER -)II—III III=� II=I I II I_I III-III—III ° I I I • 4 4 (' a� -111-111=111== p11=1I 1=1 11- I-I 1I— a �� IO POURED GONG. E - o N STONE SURROUND. STONE SURROUND 4 POROUS FILL -111-s, 11=-111-: °I 2 = 1=1 I \ I 1 I I ♦ ° I O c , I J SIZE d DEPTH OF FTG. TO I L . I • • FON. WALL _� N o O J SIZE DEPTH OF FTG. TO BE DETERMINED BY LOCAL I _III= I °° -� w z Q BE DETERMINED BY LOCAL 1 1 10" POURED GONG. ♦• • Q SOIL CONDITIONS I 10" POURED GONG. - I° r SOIL CONDITIONS L., ° I • ° co _ zFOUNr7ATIO D TA I OUX10TI O�1 1� TA I $ °i1 ° FON. WALL li •FDN. WALL d SEE CHART FOR VERTICAL 4 hi 1 O • I L. •• • REINFORCEMENT z -� w SCALE: 34" = 1 1—OII 3 SCALE: 31411 = i 1_011 3 • I� 1I •• • 4 W N ' a °if a I d . •♦• N O I J \ 4 L - \ ° �� 3 p 4 ° . °• d : ° '�� SIZE 4 DEPTH OF FTG. TO 0 0 FOOTER SIZES BASED ON ASSUMED SOIL BEARING TO BEFOOTING SIZE $ DEPTH .DETERMINED BY n d ° a SOILDETERMINED GONDITION BY LOCAL o CAPACITY OF 2000#/ S.F. AND ARE TO BE ADJUSTED LOCAL SOIL CONDITIONS U , BASED ON SOIL BEARING TESTS BY A REGISTERED © € SOILS TESTING LABORATORY. GARAGE N. TA I CO BOG DATA I L. 0 ,,l,t ., SCALE: 3/411 = 11_011 SCALE: 3/411 = 11_011 qE j` RpyFFc 08c�sA i y g . - TALL WALL OF FOUNDATION SHORT WALL (STEM) OF FOUNDATION .1-14:72?). 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W n/ 7 -Lj, # a ° ° .. , ° ° daa ° G ° 7 _.,#4ffi56"o.c.-' #5 at5S'o.c. #5at40'o.c. 49/ „,., I _ \ (2) 4 REBAR DOWELS ° ° ° #7at56"o.c. - - - - - a ' 5 #4 at 56oG #4 at (� r 1 11 TOP AND BOTTOMS ° ° ° ° '° ° ° a ° ° • g _.__- ....._.w__..._.6 ..__.______.-_. #4 at56'o.c. #4at48"o.c. #73156"o.c. + O NOTE: IF THE WALLS°ARE ,AT RIGHT ANLES, . ° ° ° ° r 4° d : • • ” • • _--„__.�_..__ _ __,_-...._.. ; .........._...__ ._ "o.c. #4 at32"o.c. #iat56"o.c. I I I I W THE REBAR GAN BE BENT AGGf.�RDINGLY .° , . °.a.. ° ,a 'a °° a°• .4 ;' ° 8 #5 at56"o.c. #5at40"o.c. --*#7 at56"o.c. �j ° • ° °° ^ ' OC #4a156'oc #4d48'Oc ARCHITECTURAL L - _ _J - - - L- - - J _ \ a 4 ' 9 ° °• Jd .'. — .° d•. • d. , < e a° ° ° . e ,• ° ° .. 4 . ° ° . 6 #48156”"O.G #48taLf0.C. #48t "O.C. • d' m\ \ ° d ,. n °, ° a ° . a as ° d'` _9.._.._. __._....._. ..m.7_....... .. . �i4at56'o.c. _-#5 at48'o.c. - #6 at48'o.c. a • ° • a ° ° a -4 r ° S ... __..._._ __ 44 at32"O.G _ #6a148"O.C. 446116"O.C. S St L• . C. ERVICE L k a at ° d ° E 9.-. #5at40 o.G 46at40'o.c. #7at40'a.c. - �. 4 .. °. , °. " a OF FDN. _ -_ - _ 5 #3 et72"o.G #3a148"o.G.._..._....__ #salsa"aa _. JosephJean, Jr., R.A. EXT FAG A St ° . • a • 6 #4al72"ac #4at56'oPc..._..._... aataaoc.W_... Member 'ad ° + • .° . < .. ° LL 6" LEDGE d I I I III ° 4 r� VERTICAL ....10 i #4 at5G'o.c. --#,5m5s`o.G -..#5at4o"ac: i • I --- - - - - - - -, - ° REINFORCEMENT 8. aaazao�o.G #5 at kro.c. #6MC/o.c. 1 ° .4 . III-i I I—III—i I I—III—= III—III—I I H I ° ° ° ° ° °I - - - c 9 .......... . ... .. '#5at48"O.C._ _ #6et48"o.G -- #7M48"0.C. III-III a1 I Ia 1 I I-I I I-I V-I I I-I I I- -I 1 I-111-111-III- BENT DOWEL SIZE 4 \ I NO: DATE: REMARKS:E� BY; ° —III= 1=111=1I I-111=1I I-1I I-1I I-1I I-I 11 -=-E:111=11-1-=-111111=1I I-1I I-1I I-1 d 10 #5 eta 478148'°.°' 47a14a'aD' NS I' ° d. 1° ° - - - I I— -I i 1-1 I-III-III SPACING TO MATCH I ForSI:1Inch=25.4mm,1bot=304.8mm. 6-26-13 WOWING D1A DG ° .° ° I I IMEI I II I II I II I II I II l 1111111-1 111111�11VERTICAL REINF. a °1 FOUNDATION WALL PER ' _..__..._._._.._.___ ° - - - - - POTHER DETAILS GONG. SLAB PER PLAN, •; -_-_ = I I-'� . __ _... ... .... .... .. ... _ ... ..._ .._......_..._ - - W a ° - `'. 1 ° I ; � LAN, a Matr shall lie Type M or S and masonry shall be Idd In mrvitg bond 1111 111 I I I I OTHER DETAILS • ° ° - - - - - DISCONTINUOUS FOOTING _, .__.___._. ..........._._.______.__-___.-_ I-III-I I I_I I I-I I I- STL. PIPE COL. • ° d • ° °I 11 I I I=1 11=1I 1=I I I=1I 1=' — 4" MI 4" MI L......__...._ __...____._._.___.____......._.....-...-_...._- 1 < _—III—I I—I I—I I;I I I N. ° N. D.Allan�ve reintordrg bar sizes and specings have an equivalent sass secYonal algia of reibn emsntpsr lined bdaf wal ehal be PER PLAN ° _ _ _ ) 4 ° a • ° ° - - - - a I pemlined provided fie spedtg DTIxI reinbncerrlerltoioes rat exceed 72 indicts. ._._.__. . _..,._ ° III 1111 111 111—I I 1 Ida relnbrcementsLf�ll be at least6.75 inCltBs. ° . • • ° 1 1=111 11 1=I 1 1E-111 ----11'. \ • u ° ° a' °4 °°• a ° . 1.4 _ _ _ _ I D - d.Soil classes 8n:In accordance WI11 the Unified Soil CIaSSIiC810n SySlefn. -' ORIG. COPYRIGHT DATE&JOB NUMBER: { I I d ° �' d '. ' ° d. ° :: .1 111E11 —111E111-EllIT I l l l l Ill I I I 1 11/11117 I o ...._....._-.,._._-.,. ._............_..._.... .......... ........... ... ... ._.................._........_......._......_...._._...._._____—_._..._... 1-24-03 03080 4 I I 4 ° ° 4. <. = _ _ - - - - '— — — — - (2)#5 KEBABS A D t_____----'..--"`":= I TOWNSHIP; . III 111 111 II _ III III III O °° ° a °1 111-1 I I—Ill-11 1 I Im\ \ _ _ _ GENERAL NOTES `d ° I 4 1-111-1 I la I I; I CITY; STATE: REBARS EA. WAY--�_-° -----.- <4--- .4- - - ° ° ° —III-111E1I1= I 1 I 3" - m 11-1 I I—I 1 I—III—III—I 1=1 I I=1 11=1 11=111=111=111=111=1 11=1 I I—I 11=1 I ' 1 1 \ © SCHOLZ DESIGN, ALL RIGHTS RESERVED 1_ BUILDING PLANNING 4 WALL CONSTRUCTION 1.1 DESIGN CRITERIA REFER TO LOCAL BUILDING DEPARTMENT. 4.1 STUD WALLS. HEM-FIR#2 OR BETTER.EXTERIOR STUDS AT 18"CC., © COPYRIGHT - WARNING 6.12 RAFTERS. HEM-FIR #2 INTERIOR STUDS AT 18"O.C.UNLESS OTHERWISE NOTED. ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED 1.2 ROOM PLANNING REQUIREMENTS: PLAN MEETS OR EXCEEDS THESE OR BETTER, SPACED @ 16" 0.C. REQUIREMENTS.LIGHT AND VENT ROOM MINIMUM REQUIREMENTS.NATURAL 4.2 INTERIOR LOAD-BEARING WALLS. SHALL BE CONSTRUCTED,FRAMED AND TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND LIGHT 8%OF THE FLOOR AREA.MINIMUM NATURAL VENTILATION 4%OF THE FLOOR FIREBLOCKED AS SPECIFIED FOR EXTERIOR WALLS. ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE REFER TO SHEET #6 FOR LIVE AREA.BATHROOMS OR SIMILAR ROOMS SHALL HAVE3S.F.OFNATURALUGHT DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS 7.I ROOFING CLASSIFICATION. AND 1 1/2 S.F.OF NATURAL VENTILATION OR ARTIFICIAL LIGHTAND MECHANICAL 4.3 DRIWNG AND NOTCHING. REFER TO SHEET NB. AND DEAD LOAD REQUIREMENTS. "A", VENTILATION PER THE•IRC"GUIDELINES. OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ CLASSEQUAL OR GREATER / a.4 FIREBLOCKING. SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFr PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ. SCHOLZ • 1.3 SANITATION PLAN MEETS OR EXCEEDS THESE REQUIREMENTS. OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO �� ROOF ASSEMBLY. 6.12 RAFTERS. HEM-FIR #2 FIRE BARRIER BETWEEN STORIES AND BETWEENATOPSTORYANDTHEROOF ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 1.4 GLAZING:HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING. SPACE.#1)IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, OR BETTER, SPACED 1611 O.G. REFER TO PLAN SHEET#6. SKYUGHTGLAZING TOMEET REQUIREMENTS OF INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED 7.2 UNDERLAYMENT. SHINGLES TO R308.6.2A FACTORY ASSEMBLED,GLAZED FENESTRATION UNIT,CONTAINING ONE STUDS AS FOLLOWS: #1.1)VERTICALLY AT THE CEIUNG AND FLOOR LEVELS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME • BE INSTALLED OVER IS BUILDER REFER TO SHEET #6 FOR LIVE PANEL OF GLAZING MATERIAL,THAT ALLOWS FOR NATURAL DAY LIGHTING ff1.2)HORIZONTAILLYATINTERVALSNOTEXCEEDING10'.#2)ATALL LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL THROUGH AN OPENING IN THE ROOF ASSEMBLY WHILE PRESERVING THE INTERCONNECTIONS BETWEEN CONCEALED VERTICALAND HORIZONTAL 12 AND DEAD LOAD REQUIREMENTS. RESISTANT BARRIER SPACES SUCH AS OCCUR AT SOFFITS,DROP CEIUNG AND COVE CEIUNGS.#3)IN USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE FELT. INSTALL ICE WATER SHIELD �/ CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN 1.5 GARAGE. DOORS FROM GARAGE TO HOUSE TO BE A MIN.32'WIDE,3/4 HOUR THE RUN.ENCLOSED SPACES UNDER THE STAIRS SHALL BE COVERED WITH 1/2" 8 FOR ALL ROOF EAVES AND FIRE-RATED DOOR.GARAGE-DWELLING SEPARATION TO BE618"GYPSUM BOARD ON GYPSUM DRYWALL.#4)ATOPENINGS AROUND VENTS,PIPES,AND ATCEILING NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION THEGARAGE WALLS,CEILING AND ALL EXPOSED SUPPORT BEAMS,AND MINIMUM 1/2" AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF VALLEYS. INSTALL A MIN. OF 36 / TYPE XGYPSUM ONOPPOSITE SIDE OFWALLS.OPENINGS IN CEILING ARE NOT P SSAGEOI FLAMEG EAND PRSDUC PRODUCTS OFCOMFIREPLACEBUSTION. NR 5)FOR O THE70FTHE FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES UP ALL EAVES AND 18 UP ALL I MIN. CLEARANCE TO ALLOW FOR AIR FLOW PLAN SET. I" MIN. CLEARANCE TO ALLOW FOR AI LOW 1 _O4I, WALLS ABOVE A ROOF SURFACE. 1.6 EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENT WITH HABITABLE BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, SPACE AND EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE AND 4.5 WALL BRACING. REFER TO SHEETS 5D THROUGH 5G. DRAWINGS, AND THE SCHOLZ IRADENAME AND LOGO ARE INDEPENDENTLY ,d INSTALL METAL DRIP EDGE ON 6.15 ATTIC ACCESS. PROVIDE RESCUE OPENING.OPENINGREQUIREMENTS. SILL HEIGHT NOT MORE THAN 44" OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY 6.15 ATTIC ACCESS. PROVIDE ABOVE THE FLOOR.MINIMUM CLEAR OPENING AREA OF 5.7 SQ.FEET.MINIMUM 4.6 EXTERIOR SHEATHING. ME OSB,EXTERIOR GRADE,EXPOSURE 1,OR OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, ALL EAVES AND RAKES. ACCESS TO ALL ATTIC SPACES. OPENING CLEAR HEIGHT OF 24".MINIMUM OPENING WIDTH 20''. WINDOW WELLS- BETTER. AGGESS TO ALL ATTIC SPACES. -- MINIMUM HORIZONTAL AREA OF THE WINDOW VVELLOF9SQ.FEET WITH A SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH , • /- MINIMUM HORIZONTAL PROJECTION AND WDTH OF 36". EGRESS:REQUIRED EXIT. 5 WALL COVERING THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY MINIMUM ONE 3'WIDE EXIT DOOR SHALL BE READILY OPENABLE FROM THE INSIDE 5.1 INTERIOR FINISH. CEIUNG 5/8"GYPSUM BOARD OR EQUAL, WALLS 12" - I WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. STAIRWAY MINIMUM GYPSUM BOARD OR EQUAL NOTEI WALL AND CEILING FINISHES ASCERTAIN THE BUILDERS CREDIT AND QUALITY REPUTATION AS THEY 6.13 ROOF SHEATHING. 1/2" GDX, �'` �,,',,,',,,','�',',',I,',',', REQUIREMENTS.REFER TO PAGE NA OF THE PLAN SET. STAIRWELL SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT MORE THAN 200AND A WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE ` ILLUMINATION. STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. �Trill TTT 111 T!-`1 T T T"Ty! �. EXPOSURE #I, PLYWOOD (OR SOURCE LOCATED IN THE IMMEDIATE VICINITY EACH LANDING OF THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR - - ,1 / I STAIRWAY CAPABLE OF ILLUMINATING TREADS LANDINGS LEVELS NOT LESS 5.2 GYPSUM BACKER FOR CERAMIC TILE 516•WATER-RESISTANT GYPSUM ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY . 1 lililiii � " II �r�r�►�r�r�►�r�r�r�r�►�r�r�r�rf EQUAL) SHEATHING WITH H CLIPS. / THAN 1 FOOT-CANDLE MEASURE AT THE CENTER OFTREADSAND LANDING. BOARD.NOTEI DO NOT INSTALL OVER A VAPOR RETARDER IN A SHOWER OR TUB RELATIONSHIPS WITH BUILDER iht.. ` �� �� l l INSTALLATION PER MANUFACTURERS RECOMMENDATIONS. GENERAL NOTEY 1.6.1 WINDOW SIL S. IN DWELLING UNITS,WHERE THE OPENING OF AN OPERABLEWINDOW IS LOCATED MORE THAN 72"ABOVE THE FINISHED GRADE OR SURFACE 5.3 EXTERIOR WALL COVERIN0. TYVEK OR EQUAL HOUSE WRAP TO PROVIDE�,� �� ri1I2 / `� BELOW,THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BEA THE BUILDING WITHAWATER-RESISTANTEXTERIORENVELOPE. SC*O(2 PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL �1r„,,. � 18 ► 1.10 INSULATION REQUIREMENTS. MINIMUM AS GLAZING BETWEEN THE FLOOR OF 24"SHALL THE ROOM IN BE FHICH THE IXED OR HAVE WINDOW 5.4 STEEL LINTEL SIZE AND LOCATIONS ARE SHOWN ON ME EXTERIOR STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET '5 � � / ' ATTIC GELINIG R-38. CATHEDRAL OPENINGS THROUGH W-IICHA4"SPHERE CANNOT PASS. ELEVATIONSWISE..MINIMUM STEEL LINTEL SIZE IS312"X312"X31B•UNLESS NOTED EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH • 1.10 INSULATION REQUIREMENTS. (V • ill � CEILING R-22. EXTERIOR WALLS 1.7 SMOKE ALARMS,CO DETECTORS,ARC-FAULT ANDOENERALEJJ CTRICAL AND BOTHER OR OP NMININGOVERMUM RI2 WIDE.NG HENDOF4•FOR OPENINGS UPE012WMDE REQUIREMENTS.BINDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS ATTIC GELINIG R-38. CATHEDRAL 1 ? 6.10 ROOF TIE-DOWNS. I REQUIREMENTS.SEE BASIC ELECTRICAL FLOOR PLAN SHEETS. OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND RIM JOIST SPACE R-I G. 5.5 MASONRY VENEER TIES. #9 U.S.GAGE WIRE OR 1122 U.S.GAGE BY 7/8" AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CEILING R-22. EXTERIOR WALLS . INTERCONNECT ALL SMOKE ALARMS IN SUCH A MANNER THAT THE ACTIVATION OF CORRUGATED METAL;24'O.C.HORIZONTALSPACING:2.87 S.F.MAXIMUM AREA CLIMATIC OR USAGE REQUIREMENTS. AND RIM JOIST SPACE R-Iq, . Li / II ONE ALARM WILL ACTIVATE ALL ALARMS. SUPPORT. 14 ROOF DRAINAGE. 5.1 INTERIOR FINISH. CEILING 5/8 INSTALL SMOKE ALARMS IN ACCORDANCE WITH NFPA72. 5.6 FLASHING OF WALL COMPONENTS. APPROVED CORROSION-RESISTIVE FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT ` Y FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF 1.11 MOISTURE VAPOR RETARDERS. I 5 K-STYLE GUTTER WITH 2X3 ` . GYPSUM BOARD OR EQUAL, 1.6 FOAM.R314.1.1.SHALL HAVE FLAME SPREAD RATING OF NOT MORE THAN 75 MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR AND SHALL HAVE A SMOKE DEVELOPER RATING OF NOT MORE THAN 450 WHEN PENETRATION OF WATER INTO THE BUILDING STRUCTURAL FRAMING PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 4 MIL VAPOR RETARDER ATTIC RECTANGULAR DOWNSPOUTS. `y WALLS 1/2" MINIMUM GYPSUM TESTED IN THE MAXIMUM THICKNESS FOR USE IN ACCORDANCE WITH ASTM E 84. COMPONENTS.THE FLASHING SHALL EXTEND TO THE SURFACE OF THE ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL CEILING, FLOOR AND EXTERIOR ``Y BOARD OR EQUAL. FOAM PLASTIC SHALL BE SEPARATED FROM INTERIOR OF BUILDING BY MIN.OF EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE `. 1/2'GYPSUM BOARD. RE-ENTERING THE EXTERIOR WALL ENVELOPE. BUILDER RESPONSIBILITY. • = FRAME WALLS. `V Tr 1.9 INTERIOR FINISH.CEILING S/B"•GYPSUM BOARD OR EQUAL,WALLS 12'• 5.7 EXTERIOR INSULATION FINISHED SYSTEM. SHALL BE INSTALLED IN �� MINIMUM GYPSUM BOARD OR EQUAL.NOTEI WALL AND CEIUNG FINISHES SHALL ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT MORE THAN 200 AND A REQUIREMENTS.DECORATIVE TRIM SHALL NOT BE FACED NAILED THROUGH THE 1 5.1 INTERIOR FINISH. CEILING 5/8" �` ' , SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. "EIFS". DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING 6.14 ROOF VENTILATION. MINIMUM CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN ' i GYPSUM BOARD OR EQUAL, �r,4 / 1.10 INSULATION REQUIREMENTS. ALL INSULATION MATERIAL,INCLUDING 5.7a NOTICE AND LIMITATION OF LIABILITY.THE ENCLOSED SCHOLZ DESIGN,INC. SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT ' WALLS 1/2" MINIMUM GYPSUM ,�_ FREE VENTILATION AREA SHALL ' �� FACINGS,SUCH AS VAPOR RETARDERS ORVAPORPERMEABLEMEMBRANES ("SCHOLZ")DRAWING MAY IDENTIFY THE USE OFANEXTERIORINSULATION SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES,SHALL HAVE A FLAME-SPREAD FINISH SYSTEM("EIFS")ON THE EXTERIOR OF THE HOUSE.PLEASE BE ADVISED BOARD OR EQUAL. EA NOT BE LESS THAN 1/150 OF THE // INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE-DEVELOPING INDEX THAT SCHOLZ DOES NOT REQUIRE,OR EVEN RECOMMEND,THE USE OF THE DETAILS AND DIMENSIONS. • NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84.ALL EIFS ON THE EXTERIOR OF THE HOME IN THIS DRAWING OR ANY OTHER SCHOLZ \), ROOF AREA. CONTINUOUS RIDGE EXPOSED INSULATION MATERIAL SHALL HAVE ACRITICAL RADIANTNOTLESS DRAWINGS.THEEIFSISIDENTIFIEDONTHEDRAWINGONLYASANEXAMPLEOF THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS • THAN 0.12 WATT PER SQUARE CENTIMETER. ATTIC CEILING R-38,CATHEDRAL AN EXTERIOR FINISH WHICH COULD BE UTILIZED BY THE PURCHASER.THE VENT AND SOFFIT VENT PER CEILING R-22,EXTERIOR WALLS AND RIM JOIST SPACE R-19,PERIMETER SLAB R4 PURCHASER OF THESE DRAWINGS SHOULD INDEPENDENTLYDETERMINE THE INCLUDING BUT NOT LIMITED TO NAILING, CAULKING, FLASHING, PAINTING, (24"DEEP),CRAWL SPACE R-11,UNFINISHED BASEMENT CEILINGS R-19, APPROPRIATE EXTERIOR FINISH FOR THE HOME SCHOLZ DOES NOT,IN ANY AND WATERPROOFING. BULDER 15 RESPONSIBLE TO PROVIDE PROPER lb EMERGET�GY ESCAPE ANDiim `III DETAIL. _1 BASEMENT WALLSR-A. MANNER,ENDORSE,WARRANT OR OTHERWISE RECOMMEND THE USE OF EIFS SUPERVISED WORKMANSHIP FOR ALL TRADES. UNDER ANY CIRCUMSTANCES AND SCHOLZ WILL NOT BE HELD LIABLE FOR ANY j, 1.11 MOISTURE VAPOR RETARDERS. 4 MIL VAPOR RETARDER ATTIC CEILING, DAMAGES,INCLUDING INCIDENTAL,SPECIAL OR CONSEQUENTIAL,WHICH RESCUE REC�U I RED. ,' FLOOR AND EXTERIOR FRAME WALLS COMPRISING ELEMENTS OF THE BUILDING ARISE IN ANY MANNER FROM THE USE OF EIFS MATIJ21ALON THE EXTERWROF THERMAL ENVELOPE.INSTALL ON THE WARM IN WINTER SIDE OF THE THE HOME. ��1� INSULATION. 4.1 STUD WALLS. HEM-FIR #2 OR6 ROOF AND CEIUNG CONSTRUCTION \ )- _ - 2 FOUNDATION 8.1 WALL BRACING. REFER TO SHEETS 6D THROUGH 6G. - p - - - � 11 2.1 CONCRETE,COMPRESSION STRENGTH. SEE TABLE BELOW. ��`'°, (D BETTER, EXTERIOR STUDS AT 16 8.2 RIDGE BOARD. REFER TO SHEET#40FTHEPLANSETFORDETAIL.O.G.. INTERIOR STUDS AT 16" D.G. TABLER402z I 1Y11� MINIMUM SPECIFIEDCOMPREA81VE8TRENOTXOFCONCRETE6.3 CEIUNG JOIST AND RAFTER CONNECTION REFER TO BUILDING CROSS PO PO(V (• UNLESS OTHERWISE NOTED. cON0Nr7RCOMITw*11ON MIMMULIZMCIA�COMPIm6NaaT..IaTNy/sf SECTIONS FOR ADDITIONAL INFORMATION 1.01\ 10T11 11 Mwaplbl• Moderate e•wr• 6.4 RAFTER TIES. MAXIMUM SPACING OF 48"ON-CENTER.REFER TO BUILDING ® Nillb' 0 OYfleeerrsrl weA fourd•bre and ofwr oonorote not.opo•ed b Ne w eeOwr1,f001,f00 1600` J. CROSS SECTIONSFORADDITIONALINFORMATION.\ II 6.5 H RAFTER OR CEILING JOIST SHALL NOT HAVE LESS ///: Be•MerR slaw and bdxbr en pred,,•:e•pt pw•p•fber ebbe 1,100 88001600'-., I.,, . _I ._. . . ... . .,, - - - BEARING. END OF EACiX�' THAN2"OF BEARING. W MBq•rrrrR weY,}ouMMbn weM,ea1•rbr w•M•nd etl'rr wr6eei Setter•[•work 86D0 i000� 1000' lb ,Q xpoeiE to tMiri,iCtir .. I. ._. Q V) LLI 4.6 EXTERIOR SHEATHING. 7/16" 6.6 CUTTING AND NOTCHING. REFER TO SHEET#80FTHEPLANSETFOR (,_(Porehee,carportebbe end ea•p••xp••db N•w•etlw,end 8•reP fbor•bW 8po 1,000'" 1a704ADDITIONAL DETAIL. LLI CC1.6 EMERGENCY ESCAPE AND �� OSB, EXTERIOR GRADE. T o Fersc,peutMpwegwr•broh=61alsb..l. 8.T ENGINEERED WOOD PRODUCTS. CUTS,NOTCHES AND HOLES ARE NOT 3.2 LIVE LOADS. REFER TO bA121dry•Dd N W RESCUE REQUIRED. E3ASEMENT -� O EXPOSURE I, OR BETTER. // 6aonir.b.th if}foiw••d0ybe•n6•I"'' "'"' '' ALLOWENEDANSMANUFACTUREHASSUPPLIEDTHEBUILDINGDEPARTMENT LJJ V) O •C.ne,. .beUb.4lorrr.b Total '"by�l'�e00�L1•haltb.� nBp.o�c�: ne7oi-emt hFo"eawd.i WIIHSIGNEDANDSEALEDDOCUMENTATION. y " N SHEET #6. e:tbrienbin ln..leeepewtfi.tnq•A» 6yelbi ee:Tp ndYn"" d Ootnieb elrll»eb•tM6id 7ob.l�4 oor•,ad p' ._ . r . WITH HABITABLE SPACE AND /,... ._._ I �•roLIi 6.8 LATERAL SUPPORT AND BRIDGING. PROVIDE LATERAL SUPPORT B W CD 't 0) W I EVERY SLEEPING ROOM SHALL 3.5 FLOOR SHEATHING. 3/4° 22 SOIL BEARING VALUE PRESUMPTIVE LOAD BEARING VALUE IS2030P.S.F. BRIDGING FOR2X100RLARGERRAFTERS.REFERTOPLANSETFORTYPICAL p E HAVE AN EMERGENCY ESCAPE yI 5.3 EXTERIOR WALL COVERING. TONGUE AND GROOVED PLYWOOD UNLESS OTHERWISE NOTED. EAVEDETAIL. 7 3 13 o 2.3 FOOTING WIDTH. REFER TO SHEET#3 through#98. 6.9 WOOD TRUSSES. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE - "`"-- . I Cr = AND RESCUE OPENIN . OPENING I� TYVEK OR EQUAL HOUSE WRAP TO SCREWED AND GLUED. END JOINTSvNTHAPPROVED ENGINEERING PRACTICE.TRUSS DESIGN DRavVNOSSHALL BE ~ Q =0 • PROVIDE THE BUILDING W I TH A 2.4 ANCHOR BOLTS. SILL PLATE BOLTING IN CONCRETE TO BE 12"DIAMETER PREPARED UNDER THE DIRECT SUPERVISION OF THETRUSS SUPPLIER'S / 1 REQUIREMENTS. SILL HEIGHT NOT a �� I� _ SHALL OCCUR OVER SUPPORTS. BOLTS OR EQUAL.SPACED AT8'O.C.AND WITHIN12'BUT NOT LESS THAN 7BOLT REGISTERED PROFESSIONAL AS REQUIRED BY LOCAL JURISDICTION IN WHICH 0r NMORE THAN 4411 ABOVE THE WATER-RESISTANT EXTERIOR1 , \ DIAMETERS FROM THE ENDS.MINIMUM OF TWO BOLTS PER PLATE.BOLTS TOPROJECT IS CONSTRUCTED.TRUSS DESIGNDRANANGSWILLBEPROVIDEDTO - \r. �y } EXTEND A MINIMUM OF 7"INTO THE CONCRETE. THE BUILDING DEPARTMENT AND APPROVED PRIOR TOINSTALLATION. '", Z C 3 • FLOOR. MINIMUM GLEEAR OPENING ENVELOPE. � �� c. (" 2.5 FOUNDATION WALLS AND DETAILS. REFER TO SHEETS 03through#3B. 6.10 ROOFTIE-DOWNS. ROOF ASSEMBLIES WHICH ARE SUBJECT TOVNND .__I N 0 U J AREA OF 51 SQ. FEST. MINIMUM - mm UPLIFTS PRESSURE OF 20 P.S.F.OR GREATER SHALL HAVE ROOF RAFTERS OR Z N 2.6 COLUMNS.WOOD COLUMNS SHALL BE PROTECTED AGAINST DECAY. TRUSSES ATTACHED TO THEIR SUPPORTING WALLASSEMBUES.A CONTINUOUS J W Q OPENING CLEAR HEIGHT OF 24". I REFER TOSHEET SeFOR DETAIL.STEEL COLUMNS ALL SURFACES(INSIDE S LOAD PATH WILL BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE Q D -p - OUTSIDE)SHALL BE GIVEN A SHOP COAT OF RUST-INHIBITIVE PAINT,EXCEPT FOR RAFTER AND OR TRUSS TIES TO THE FOUNDATION.REFER TO SHEET#4 FOR m • MINIMUM OPENING WIDTH 20". f 5.6 FLASHING OF ALL WALLIttlitill,1111RIAil CORROSION-RESISTANT STEEL AND STEEL TREATED WITH COATINGS TO PROVIDE TYPICAL DETAIL - N (Zr� �dJ CORROSION RESISTANCE.REFER TO SHEET#8 FOR LOAD CAPACITY&BASE PLATE Z O 0.44 `J 11 COMPONENTS 15 REQUIRED. $ �` DETAIL 6.11 CEILING JOIST. HEM-FIR#2 OR BETTER AT 18'O.C.SPACING.REFER TO I ` SHEET#8 FOR LIVE AND DEAD LOAD REQUIREMENTS. 3.5 FLOOR SHEATHING. 3/4 z v • (n Cr ,, 2.7 UNDER FLOOR SPACE. CRAWL SPACE MINIMUM NET AREA OF VENTILATION W TONGUE AND GROOVED PLYWOOD 1.5 GARAGE. DOORS FROM GARAGE OPENING SHALL NOT BE LESS THAN 1 SQ.Fool FOR EACH 150 SQ.FEET OF 6.12 RAFTERS. HEM-FIR#2 OR BETTER AT 18'0.C.SPACING.REFER TO SHEET# W V 3.2 WOOD TRUSSES. WOOD UNDER-FLOOR SPACE AREA.VENTILATING OPENINGS SHALL BE WITHIN 3 FT.OF 6 FOR LIVE AND DEAD LOAD REQUIREMENTS. C2I ` V) I- SCREWED AND GLUED. END JOINTS TO HOUSE TO BE A MINIMUM 32" WIDE. TRUSSES SHALL BE DESIGNED IN EACH CORNER OF THE BUILDING.ACCESS OPENING THROUGH THE FLOOR SHAU. t 1.4 GLAZING: HAZARDOUS BEA MINIMUM OF 18"X24". 6.13 ROOF SHEATHING. 12"CDX,EXPOSURE#1,PLYWOOD(OR EQUAL) 4O N SHALL OCCUR OVER SUPPORTS. 3/4 HOUR FIRE-RATED DOOR. GARAGE- ACCORDANCE WITH APPROVED3 FLOORS SHEATHING WITN'H•CLIPS. J 0 a) O LOCATIONS FOR THE PURPOSE OF DWELLING SEPARATION TO BE %" TYPE X ENGINEERING PRACTICE. 3.1 WOOD JOIST.REFER TO SHEET#6 FOR SPECIES AND GRADE. 6.14 ROOF VENTILATION. MINIMUM FREE VENTILATING AREA SHALL NOT BE LESS O GLAZING. REFER TO PLAN #6• THAN 1/150 OF THE ROOF AREA.CONTINUOUS RIDGE VENT AND SOFFIT VENT WI = 3.2 WOOD TRUSSES. WOOD ON GARAGE WALLS, CEILING, AROUND 3.2 LIVE LOADS.REFER TO SHEET#B. PER DETAIL = U TRUSSES SHALL BE DESIGNED IN Z SUPPORT BEAMS, $ MINIMUM %2" TYPE X 6.15 AETICACCESS. PROVIDE ACCESS TO ALL ATTICSPACEsvWITHAMINIMUM U . _ 3.3Cr) WOOD TRUSSES.WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE \ WITH APPROVED ENGINEERING PRACTICE.TRUSS DESIGN DRAWINGS SHALL BE ROUGH FRAMED OPENING DIMENSION OF 22"BY 30".LOCATE ATTIC ACCESS INA O ACCORDANCE WITH APPROVED �� GYPSUM ON OPPOSITE SIDE OF WALLS. PREPARED UNDER THE DIRECT SUPERVISION OFTHE TRUSS SUPPLIER'S HALLWAY OR READILY ACCESSIBLE LOCATION THAT HAS30"ORMOREOFCLEARO ENGINEERING PRACTICE. 5.5 MASONRY VENEER TIES. OPENINGS IN CEILING ARE NOT PERMITTED. REGISTERED PROFESSIONAL ASREQUIRED BYL.00ALJURISDICTION INWHICH ATTIC HEADROOM. PROJECT IS CONSTRUCTED.TRUSS DESIGN DRAWINGS WILL BE PROVIDED TO THE BUILDING DEPARTMENT AND APPROVED PRIOR TO INSTALLATION. 6.16 INSULATION CLEARANCE. COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3•FROM RECESSED UGHTING FIXTURES,FAN MOTORS AND 1.6.1 WINDOW SILLS. IN DWELLING 3A DRAFTSTOPPING. USEABLE SPACE ABOVE AND BELOWTHE CONCEALED SPACE OFFLOOR/CEILINGASSEMBLYSHALLBEEQUALLYSPACEDANDNOTTO OTHER HEAT PRODUCING DEVICES. NOTEI IF HEAT PRODUCING DEVICES ARE LISTED FOR LESS CLEARANCE YOU MUST FOLLOW THE CONDITIONSSTIPULATED 3.2 LIVE LOADS. RE• FER TO . EXCEED 1,000 SQ.FEET. DRAFTSTOPPING MATERIAL TO BE 1/2"GYPSUM BOARD IN THE LISTING. r �D A�C mo SHEET #6. -� UNITS, WHERE THE OPENING OF AN INSTALLED PARALLEL TO THE FRAMING MEMBERS.OPEN WEB TRUSSES AND • Ao CEILING SOFFITS WILL ALSO REQUIRE THE ABOVE DRAFTSTOPPING 7 ROOF ASSEMBLES PU�e®e ��, -41110,\ OPERABLE WINDOW IS LOCATED ": REQUIREMENTS. 7.1 ROOFING CLASSIFICATION. CLASS"A",EQUAL OR GREATER ROOF t�'.�4 MORE THAN 72" ABOVE THE FINISHED = ASSEMBLY. trA �evp. __ ________ _______ __________ -■____ �� 9.6 FLOORSHEATHNG. 314•TONGUEANDGROOVEDPLYWgODSCREWEDAND ----- -i -- - � GRADE OR SURFACE BELOW, THE GLUED. END JOINTS SHALL OCCUR OVER SUPPORTS. 7.2 UNDERLAYMENT. SHINGLES TO BE INSTALLED OVER 150 BUILDER'S FELT. ` ; .i INSTALL ICE WATER SHIELD FOR ALL ROOF EAVES AND VALLEYS.INSTALL • - a I LOWEST PART OF THE CLEAR OPENING MINIMUM OF36"UPALL EAVES AND 18"UPALL WALLS ABOVE AROOF SURFACE.I 9.8 CONCRETE 4"CONCRETE SLAB REINFORCED WITH 8X6#10 GA.WELDEDOF THE WINDOW SHALL BE A MIN. OF WIRE MESH OR FlBERMESH. SLAB BASE. MINIMUM 4"THICK GRANULAR BASE OF INSTALL METAL DRIP EDGE ON ALL EAVES AND RAKES.GRAVEL HAVING A MAXIMUM SIZE OF 3/4'OR CRUSHED STONE HAVING A N I 24" ABOVE THE FINISHED FLOOR OF 2.4 ANCHOR BOLTS. SILL PLATE MAXIMUMSIZEOF1 "PLACEDOVERTHECOMPACTEDEARTH. VAPOR 7.3 WEATHERPROTECTION. ROOFFLASHINGTOBEANAPPROTHE ROOM I N WH I GH THE WINDOW I S IIRETARDER 6 MIL VAPOR BARRIER FOR BASEMENT AND GARAGE FLOORS. CORROSION-RESISTIVE FLASHING MATERIAL.ALL FLASHING SHALL BE `BOLTING IN CONCRETE TO BE 1/2 INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING A " �;,, � LOCATED, GLAZING BETWEEN THErr ,��` THE ROOF ENVELOPE. \ 1"��I FLOOR AND 24" SHALL BE FIXED OR DIAMETER BOLTS OR EQUAL. 200/IEccaSTATE SPECIFlccoMPL1MICEPATHS 7A ROOF DRAINAGE. 5"K-STYLE GUTTER WITH 2'X3•RECTANGULAR d r1s✓� II I �r HAVE OPENINGS THRUGH WHICH A 4" SPACED AT 6' O.G. AND WITHIN 12!" • ++024+ THE THERMAL ENVELOPE SHALL BE SEALED,CAULKD,GASKETED, DOWNSPOUTS.CALCULATION BASED ONADESIGNRAINFALLOF7IN/HR.THE 2)<5 P.T. SILL PLATE 1� , weATHeR6rRIPPED,OROTHERWIeEeEALDATJOINT6,8EAMS,ANDPENETRATONe; TRIBUTARY AREA SERVED BY THE GUTTER IS DEFINEDBYLXW"L"IS THE I •ID D II W SPHERE CANNOT PASS. WINDOWS,DOORS,AND SKYLIGHTS AND THEIR RESPECTIVE JAMBS AND FRAMING; ON i2" SILL SEALER BUT NOT LESS THAN 7 BOLT LENGTH OF THE GUTTER OR TO THE HIGH-POINT(DRAINAGE DIVIDE)BETWEEN PENETRATIONS;DROPPED CEILINGS;KNEE WALLS,WALLS&CEILINGS SEPARATING GARAGES DOWNSPOUTS. "W"IS THE PLAN(HORIZONTAL)DISTANCE FROM EAVE TO THE TI DIAMETERS FROM THE ENDS. AND CONDITIONED SPACES;BEHIND TUBS AND SHOWERS;ATTIC ACCESS OPENINGS,RIM JOISTS,AND ALL SOURCES OF AIR INFILTRATION. RIDGE OF THE ROOF AREA SERVED.FORMULA FOR 5112 PITCH OR LESS IS L X W �j '' _ _ = MINIMUM OF TWO BOLTS PER DIVIDED BY 11022.1 CEILINGS WITH ATTIC SPACE REQUIRE R-49.R-3118 ACCEPTABLE AS LONG As RJB DIVIDED BY 600 SQ.FEET.ALWAYS ROUND UP0 SQ.FEET.FORMULA FOR A TTO THE NEXT WHOLE NH HIGHER THAN 5/12 IUMBER.DO / 2.4 ANCHOR BOLTS. SILL PLATE PLATE. BOLTS TO EXTEND A EXTENDS UNCOMPRESSED OVER THE WALL TOP PLATE AT EAVES. NOT INSTALL A DOWNSPOUT ON AN INSIDE CORNER. BOLTING IN CONCRETE TO BE 1/2" II i, I I _ I=I �) HATCHES TO II Vii' I =III- MINIMUM OF 7" INTO THE INSULATD OEQUNALEN OFAADJAAND CEE SSPACES ACES NNOOCOM RES�SIONNISAL OYED 8 CHIMNEYS AND FIREPLACE. DIAMETER BOLTS OR EQUAL. �� 8.1 MASONRY FIREPLACE AND CHIMNEYS. REFER TO SHEET#7 FOR DETAILS + SPACED AT 6' D.G. AND WITHIN 1211 D II° I I -III I CONCRETE. INVENTION FRO FLOOR WALLSSWILL BE INSULAHORIZO PERMANENTLY FASTENED �` • INSULATION FROM FLOOR TO FlNISHD GRADE AND HORIZONTALLY FORA MINIMUM OF 24 8.2 FACTORY BUILT FIREPLACES AND CHIMNEYS. SHALL BE LISTED AND BUT NOT LESS THAN 7 BOLT II . . ', 1 I I- I-I 2" RIGIDBE COVERED WITH THE RETARDER EXPOSED EARTH D 8181NC1ES AND TAPED OR SEER cnNUOl16 CUES VAPOR LISTING.ETHE BUILDER WILL ACCORDANCE THE BUILDING DEPARTMENT THE "+N MAIN HOUSE FLOOR LINE DIAMETERS FROM THE ENDS. II .. ! III INSULATION 4 11022.7 BASEMENT WALLS.EXTERIOR WALLS ASSOCIATED WITH CONDITIONED DOCUMENTATION AND INSTALLATION INSTRUCTION. MINIMUM OF TWO BOLTS PER HI i� - - - \ GRADE BASEMENTS BASEMEN E INSULATED FROM TOP OF BASEMENT WALL DOWN TO 10 FEET BELOW AR C H I T E C T U R A L • PLATE. BOLTS TO EXTEND A IIP ° D , WATERPROOFING 7A.L8„•2,.1 SERVICES, L. L. C. aQIINAIDfr UMCTOR•• MINIMUM OF 7" INTO THE II • QIom iB FACTORSN LL •NLL C!ACTO U. PML b1Ae•WALL ROM W Ma61LI. CRAWL WLU- 'AMR WALL WALL>�. FACTORDA !ACTOR U.AAM x0.047 Joseph A• S t. Jean, J r. R.A. CONCRETE. 41 Z� D.M aro PeAou11 e.u, •�, oma" "ems" EXPANSIONJOINT 0� ea 013 0 D"' 0119 0� 0405 Member 0 �I � 10" POURED GONG. a.1bLWSk UYdo!e 1beOsedatm,wu�an. ,.bulionagp,aNeYei,.drra.wllme•py,m•AI,soWuwMI,NM, �p 3.6 CONCRETE. 4" CONCRETE II D �! FDI. WALL L. °°" 1 b YM�nonlamWn.lriYb,ba,brMor,temaw rY u4orm,Mb••mvYnun 010.loh,o.4 and lM um•••rh.,.m• SLAB REINFORCED WITH 6 x 6 I °• �i """° b`•" #10 GA. WELDED WIRE MASH OR Il' pp a�� ° • REVISIONSFIBERMESH. SLAB BASE. _ _ _ _ °�� • �` 4 ' 4 ° No % DATE:26-IREMARKS:WOWING DYd BY: • MINIMUM 4" THICK GRANULAR I-III I I _ _-I BASE OF GRAVEL HAVING A I_ • �, • MAXIMUM SIZE OF 3/4" OR II �° • 2.5 FOUNDATION WALLS AND II -I I- _ ° CRUSHED STONE HAVING A II DETAILS. REFER TO SHEETS #3 -III;I I I I I I=I 6.12 ROOF VENTILATION MAXIMUM SIZE OF 1/2" PLACED IID • AND 3A. -� I. . a • a.l 3.6 CONCRETE. 4" GONGIRETE CONTINUOUS COBRA RIDGE COVER N/ • OVER THE COMPACTED ItARTH. °111 ° ' �1 SLAB REINFORCED WITH 6 X 6 VAPOR RETARDER. 6 MIL VAPOR VENT OR EQUAL - INSTALL ROOF SHINGLE ORIG, COPYRIGHT DATE&JOB NUMBER: I #10 GA. WELDED WIRE MESH OR PER MFGRS. INSTRUCTIONS RIDGE GAP 'II Ip 1 FIBERMESH. SLAB BASE„ I /', 7-24-03 03080 BARRIER FOR BASEMENT AND • 1111 D 2.2 SOIL BEARING VALUE. II' . MINIMUM 4" THICK GRANULAR 7.1 ROOFING CLASSIFICATION. TOWNSHIP; GARAGI FLOORS. EXPANSION JOINT > IIII ° $ PRESUMPTIVE LOAD BEARING I" MIN. AIRSPACE k� • I BASE OF GRAVEL HAVING A �� VALUE I S 2,000 P.S.F. UNLESS , a o • a :111 OTHERWISE NOTED. • 1 , MAXIMUM SIZE OF 3/4" OR � �� 7.2 UNDERLAYMENT. CITY: STATE: a �I CRUSHED STONE HAVING A 2x12 RIDGE BD. OR ���« MAXIMUM SIZE OF 1/2" PLACED BEAM (SEE PLANS) ` 6.13 ROOF SHEATHING. aLOCK: LOT: •• I-I • • P� a �� • OVER THE COMPACTED EARTH. 9� • 4 - a • VAPOR RETARDER. 6 MIL VAPOR , 11 ��� ,,,LE: � .� a a ��_ � • W. ° BARRIER FOR BASEMENT AND TRAVGO BUILDERS • DRAIN! TILE WITH GARAGE FLOORS. • 3" 311 6.12 ROOF RAFTERSif STDNESURROUND 3 ilir 3 2x BLKG. A5 REQ D TO - 1.-ci Mcl i s O n 2.3 FOOTING WIDTH, REFER TO ��- �f COVER ADJ. RAFTER GUT A 38 SHEET #3 AND #3A, ,r / . V (2) #5 REBARS TYP. TY • �l �.J... S G T I O N. (G G ) vENT DRAWN BY: JOB NUMBER: SHEE • T NO:Rir,6E OETAI D6ISORTY • AALL SECTION (lisic:::'USE) SCALE: 3i 11 _ I'-O" SCALE: Ill _ I'_O" DATE: SCALE: SCALE: 34" = II-O" 4 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-2b-13 3/4(( 4 © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME 44'_5" LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE '/ PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF 24'-516" I5—31�" 4'-5" FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. / r BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWNGS, AND THE SCHOLZ TRADENAME AND GO ARE NTLY I8'-112" OWNED AND OPERATED, AND HAVE NO AGENCY OREELATIONSH P, ORE ANY y / OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, 2'-6 " 15'-q " 6'-41" I'-711" 13'-5" SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH / / / / THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY GI'_5i" q'_54" ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY / / / WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. T/ BUILT-UP RIDGE BD.- GENERAL NOTES \- —'l SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 12 / V STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH 8 \ REQUIREMENTS.BULDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, — CLIMATIC OR USAGE REQUIREMENTS. mlp FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF ��— r� r PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR q'-6a" \ ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL / 2x12 RAFT. _ I Y — Y N I Y Y Y V y } Yiii SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE ® 16" O.G. _� 1 ^ ^ \ ^ ^ ^ ^ ^ t� BUILDER RESPONSIBILITY. I _q O _ rni - — _ N — _ _ _ - •�G IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL / / In N \ \ r 2x12 RAFT. DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CL IST COMMON RAFTER CO \ 2x12 RAFT. 2 16" O.G. CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN \ @ 16" O.G. 12 SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT 12 _� N SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN 15 11 y 11 [1 � (� \NN -try IS DETAILS AND DIMENSIONS. e A— N THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 3' \ \ —NN INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, 2x6 RAFT. N I'-O (2)2x6 STIFFBAGKS AND WATERPROOFING. BULDER IS RESPONSIBLE TO PROVIDE PROPER @ IS" O.G. \ i__,,, SUPERVISED WORKMANSHIP FOR ALL TRADES. 2x6 G.J. N\ 7-® 16" O.G. ,.— -- i -IN 0 -±---'N--N- 0 61 11 H N 11 61 11 Q 1 l'N \N ,..1 g Z \ . 61 4 G O / ® / t HDR. PER 2x8 G.J. i, ' r- -1-ii \ - \ __ o 2x5 G.J. j ,, `o /.00 // PLAN ____-HDR. PER 16" O.G. u =� 16" O.G. M G 4 / / PLAN m ® ` o 1 I 1 w I ,5:1Q, // m R' (1_O1I I'_OI1 w ce M to O . ./ \0 7 = cr 1'-04"I I tY �I \ / � Li > o I y �_ , I y ° `O r w o w .�w� • • SIM. TRIM t� a- ai (/� 2 d �1I I2 = , ,___ _ , , 1 °Lnl-43-1Ailt 4Gil J o A 3/4" T46 PLYWD. SUBFL. W LnK <, o 9 ` o . I 4G N ON 14" T.J.I.'s 16" O.G. ' i 5.2 o N J � _ I I L 1_ - - - _I J N z " Q HDR. PER _ III m I� N =1� lfl o v i in cv I I �y _ z PLAN �1`^... f ,�III �� -1 CO 1 I-I r — -is) r I —T Z J m 3/8" A.G. _ >y "` 4`` p v Cr) PLYWD. ORJ , I 0 (!') U a) W 11 - p E0. SOFFIT = 1!1 N o NN I HDR. 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W/4A#V i ., �� �I III=111 ” t � ,: .11' • L � _ Io POURED GONG. 1 II _ I : t QL FDI. WALL lid �� ° ° 1..° s ARCHITECTURAL I� I . 1 •1 ly �� _• �I: 71 SERVICES, L. L. C. ' af e ' 1 BASEMENT , y. li BASEMENT Ip •• I • la .♦ • 1• I� : Joseph A. St. Jean, Jr., R.A. II I' 4f ♦II i Member n• r d. ,Ir 4 GONG. SLAB REINF. W/ 6x6 10 W.W.M. •. I II' e •� II, 4" GONG. SLAB REINF. W/ 6x6 #10 W.W.M. I # 1 ' I : I' REVISIONS I n OVER 6 MIL VAPOR BARRIER ON 4. I OVER 6 MIL VAPOR BARRIER ON I N0: DATE REMARKS: BY: ` III "` •..II ON 4" POROUS FILL III.. I �1. ON 4" POROUS FILL :I'I} �' -26-Ii WORKING DYVs. DG I��/° i I.: II .1111 III . 4. a • N it S ' d • •• • • d • • • • • . + i a • t ' .• i 4. d : s A' ♦ .. .. ♦ l ♦ • I •���. �C.j:.• 11 i a • . d' • • e e • • 4 • I 1111 • ril�L • ♦e t' �� ,d•• ••� • .9 . •ems •• '♦ •I :d F G RO S S SECTION EGTION I GROSS ROGC SECTIONORIG. COPYRIGHT DATE&JOB NUMBER; 7-24-03 03080 SCALE: 3/81 _ II-0F I,IA ,2A •,55 SCALE: 3/8" _ II-0" IB, 2A 15 TOWNSHIP: CITY: STATE: GENERAL NOTES BLOCK: LOT: TITLE: SEE WALL SECTIONS ON SHEET 4 FOR TRAVGO BUILDERS TYPICAL NOTES AND DETAILS NOT SHOWN ON L.C1 MCROSS SECTIONS. 38 SEE FLOOR FRAMING PLANS AND ROOF FRAMING PLAN, BEGINNING ON SHEET 5, FOR DRAWN BY: JOB NUMBER: SHEET NO: JOIST SIZES AND SPACING. DG 130th DATE: SCALE: 4.A © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26—I3 3/8" EV.D,-0021%x, © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING • ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY 9CHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 40'-0FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF / / FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 26).-413'_OII OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, / / / SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP VATH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY I8'-4" 8'-715i WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE ((b� REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. GENERAL NOTES q _8„ S_g„ T/ BUILT-UP RIDGE BD.--\ SCHONZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL ! )' / \- STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET { EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CLIMATIC OR USAGE REQUIREMENTS. 2xI2 RAFT. a 16" O.G. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 12 ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL 13 ,�----- --__�\� - SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE d!____ � I3-1,0 BUILDER RESPONSIBILITY. I 2x6 COLLAR TIES r ' IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL ` DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING ® 16" 0/G CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT • �\mhp SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN DETAILS AND DIMENSIONS. I'-q" I'_0k, THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS o / / Z.N. (2)2x6 STIFFBAGKS / / INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER CL 1ST COMMON RAFTER ' SUPERVISED WORKMANSHIP FOR ALL TRADES 12 sn t 161,0 — I8n = II - a 2x6 RAFT. 2x12 G.J. , I I6" O.G. 2x8 G.J. a 16" O.G. -�- liM I ® IS" O.G. It! IL I ® ` , 0 ' IAla , \ JI\ H H 11 il os', iill ` I IIX ` w 0 4G I� 2x6 G.J. i HDR. PER _ m I I 0 ' N '� LLJ w ` W 't �1 �� ® 16" O.G� / PLAN -� 0 > o I I > s w I 4/ rLLI I _ oc , MN- > / �i 12 3 3 4'-1 O 3 „ I._8 5 5._2 3 „ 5.43 5 0,m 2x6 TRAY FRIG. I I I v /,/ 't i` rir / / 4'4' / / fico v) '' I'-o "� 0 I I ' _ Q s -- = y 7 16" O/G I I I I r 3i4" TBG PLYWD. SUBFL. I I m C� v C� roNI4" T.J.I.'s@Is" o.c. I I ` Z o v) , J , BOT./ 2x12 I I 1 1 I I . >, 0 •- ��: I i NAILER yy J w z c� O • , r % 4 Q D z COD _ —� ��nSit z Jm 1 N m N =1lt c� o IN LIJ Irl ___\_ _ 44 N © o o I o -441111111\ 3 U IL Ai- C) (f) _ - CZ r-I ) L I T O i0 TO O ci o OININ6 KITCHEN 3 17'-10 " 5, ..� 20'-q" 5 �(�. Q. A 1 I I Ln `'y `� ,re -� I I 3/a" T 6 PLYWD. SUBFL. :1'iiii‘, ' ,¢ i5 ' 11 ON 14" T,J,I.'s 0 16" O,G, s . I I ILII CN .. �, I roc •'ll.A I I I ISI I ISI II = ' I I-III-III-I i I: IIII-II-ll ' BM. PER II ll11II JllLI' 1�T=ILII `IIS PLAN II° $ 111- 14-711 / ,1,1111 X11 .. A .II. 11�„I I I7 Atli, 1=III II 181-Ili" 21'-5 � g : ,, II . %Ille # :a o o I ' • a'ITs.) zz PI ARCHITECTURAL 10" POURED GONG. : . �' :11 SERVICESL. L. C. FON. WALL .� BASEMENT 1 , I Joseph A. St. Jean, Jr., R.A. R91' Member . II: N.. 4 "GONG. SLAB REINI=. 6N/ 6x6 #10 W.W.M. REVISIONS .�� OVER 6 MIL VAPOR BARRIER ON 1I .y. 1 ON 4" POROUS FILL • I NO: DATE: REMARKS: By: A, ljIV if ` -' %-26-1- WORKING DYV6�'. DG f,1 s •a SII =��' ' III ■. j • .. • . d • . . • a .. . .�� . • a . .. • •f • ° 4 .• .'• ..� • d �1' <t..: ORIG. COPYRIGHT DATE& JOB NUMBER: 1-24-03 03080 TOWNSHIP: GROSS S! .TION5 CITY: STATE: SCALE: 5/5" = I'-O" I,IA, ,2A ',5B GENERAL NOTES BLOCK: LOT: SEE WALL SECTIONS ON SHEET 4 FOR .TITLE: , TYPICAL NOTES AND DETAILS NOT SHOWN ON T1RAVG0 BUILDERS CROSS SECTIONS. J•_ Maison SEE FLOOR FRAMING PLANS AND ROOF A 3S FRAMING PLAN, BEGINNING ON SHEET 5, FOR JOIST SIZES AND SPACING. DRAWN BY: JOB NUMBER: SHEET NO: 126 1301 8-26—I3 3/S DATE: SCALE: 4E3 © SCHOLZ DESIGN, ALL RIGHTS RESERVED �� © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND //� h. ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE . f DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ 12A 2id COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO I8[--j� I g ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. r---7 .�/ A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME y/ iLICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL 0 y/ USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE /// /// PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN I'-04" �/ 1'_04" NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION ,4 / f f / FROM AN OFFICER OF SCHOLZ DESIGN,INC CONSTITUTES A VIOLATION OF / FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES 2x12 RAFT. 2x12 RAFT. // 2x8 RAFT. ,� 2x12 RAFT. a 16" O.G. Q 16" O.G. y/ @ 16" O.G. /y © 16" O.G. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, "SIMPSON" MT530G / / DRAWINGS, AND THE SCtiOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY \ G� 0 EA. RAFTER "SIMPSON" MT530 e OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, 12 12 // y//// © EA. RAFTER �y/ SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH//�-_ THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY \� —1 8 8 F--- /// ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY / WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE I'-O4" I'-O " �/ REPRESENTATIONS OF BULLDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR / / / � ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY / ° iii ,o° RELATIONSHIPS WITH BUILDER. "SIMPSON" H2.5A "SIMPSON" H2.5A �� l 113„ p/ InIt GENERAL NOTES N- EA. RAFTER ® EA. RAFTER � //�/� z /y/� m SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL /y ° = STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET � 2X8 G.J. .. EACH INDINDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH ��� "'--- '�f/ \ KT REQUIREMENTS.MILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONSN = ! 16" O.G. °34.. N NICE WATER SHIELD � -I" OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE � �� /// - , m �/ AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE 1 _ �y // 3/„ CLIMATIC OR USAGE REQUIREMENTS. 5 InI� 3 \� I 31s „�� y/ /y N. 4 Td6 PLYWD. SUBFL. O ,1 Ilb O S � / ON 14" T.J.I.'s c� I6" O.G. FOUNDATION AND ELECTRICAL DRAMNGS ARE ONLY SUGGESTED LAYOUT a7ITL. DRIP EDGEo . (Yl FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF - _ PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR j[ ,( il)(11: y� -- - —`_ ADEQUATE CONSTRUCTION ONFOUNDATIONS,MECHANICAL,AND STRUCTURAL \ \ \ ✓\ SYSTEMS FOR SPECIFICSITECONDITIONS,ASMAYBEREQUIRED, ARE pot \_''' BUILDER RESPONSIBIUIY.2x6 SUBFASGIA BD. 4d1 ► JCSV /PO" IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL GLG. JST5. v GLG. JSTS. �\ ////�1\ _ DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING PER PLAN = \ 7•\______--/ 1x8 FASCIA BD. , PER PLAN S ,- 1 N S CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTIUZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN (V = / _ (NI = N DETAILS AND DIMENSONS. 1\ / SEE DETAIL I I/4G FOR SEE DETAIL IO/4G FOR THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 1x8 VENTED SOFFIT IxI2 VENTED SOFFIT _ INCLUDING BUT NOT LIMITED TO NAIUNG,CAULKING, FLASHING, PAINTING, - /, = TYPICAL TRIM NOTES ` = TYPICAL TRIM NOTES AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER _ \ \ SUPERVISED WORKMANSHIP FOR ALL TRADES. ■ IxI2 FRIEZE BD. Ixl2 FRIEZE BD. k ,- ON WD. BLKG. ON 34" FILLER U- Li: o MASONRY VENEER --,„I �_ Ih ./V--- u 11 5 ® ` �W co I : / 5 w M 0 Sr- 0 `, Wto W W > w o N o w AV r,ETAIL I3 W = cit 00 Ed EAV E ETA I i.•• OAEARI� T IL ( AV � T ( L 2 SCALE: 1 211 = I_GII (B� , D�4 �B ct 3 � SCALE: I%2" = I_011 I,4A,k4D E,SB SCALE: I%2'' = I I-011 IA,4 ,4D, ,JB SCALE: 1/211 = I-CII IB, ' A,40, B J o I— i , a = I I 00 co Ct 'bz o N 0 - -I -J N o v __J J Z W Q Q C) cov m 5 2" 0 ' o — n. II LA—0 = v W To ii /� ===-___=_- _ ---� © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME UCENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE • PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER OWN 1-11-0" ASCERTAIN THE BUILDER'S CREDITP AND QUALITY REPUTATION ASULD E THEY / WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY / 2'-0" / 7'-6" -7.__e7., ITH/ RELATIONSHIPS WBUILDER. GENERAL NOTES -T/ BUILT-UP RIDGE BD. SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH 33'-4" REQUIREMENTS.BULDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS / OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CUMATIC OR USAGE REQUIREMENTS. I6'-8" I6'43"- FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT / / / - ,, FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF 2x12 RAFT. / / PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR OF IST ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL 0 16" O.G. T/ BUILT-UP RIDGE BD.--\ COMMON RAFT.~ I'-O4" SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE / / y BUILDER RESPONSIBIUTY. I III V 12 IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN 12 rldJ 0 IS SPECIFIC UTIUZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT I - \ _ SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN B �--- -- = DETAILS AND DIMENSIONS.r---- =. I THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS 2x5 G.J. INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING PAINTING, @ 16 O,C, AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER I SUPERVISED WORKMANSHIP FOR ALL TRADES ��� -' ---- ---- 12 �---- - --- � L I,-O 2x6 COLLAR TIES 2x12 RAFT. 6,0T/ 2x12 NAILER - 8 16" 0/G 0 16" O.G. 0 HOLD DOWN I" FOR IVENTILATION *r... 1--t° \ to � —1 1 12 N �18 2x8 RAFT. ® ` _ I , TRIM =� 16" O.G. M it lb W M 0 II-0�4" - _ - ;. I I ` N .n `t I -O w c -1 — — — _ T �II ( 4G � /' ON2xl2FJ 3/4" T$G PLYWID. SUBFL. <\ % -O 3/4" T$6 PLYWD. SUBFL. 3 O 4/ o LL, �1 . ® I6" O.G. _ 1 ON 2x12 F.J. 16 O . w y cn . , w � 8 2x8 G.J. - \ _ \AO w 0 co CC �; ---- - _ 16 O.G. 01 _ - -� �� .. SIM. I/ 1 O 1 12 N 6,p p 1 TRIM v a I- ' _ —I / IO i2• • xI2 RAI -� 1_ Iii _� , I', 'r,, J y = o _ 12 Q = C� i. / 2x4 G.J. HDR. PER -� �; Pi .1 _ Ct / 4G N — \I ... ® 16" O,G, PLAN N-, 4G HDR, PER -rt 4G v A. _1 cV hPLAN 2x6 G.J. cV I _ `" o c'nJ / / HDR. PER /..���� il„ 2'-2" 82'-2" \I 16" O.G.NIJ (/) z U1N I'-7 5_81 11_�I II / / PLANS i / / / / , HDR. PER I� Q / _ / _� — ���,I PLAN I Q v Z / / II Z NI 0/ N / u_ -� (� _ in v/ - rnly w >_w wz w c I N / 0 4 1 Is o 11 N © 0 0 / LIVING MASTER BATH MASTER BEDROOM !�.I .G. -_ to U / I„ I 5 �$ 5 � III 2 .I 51 5 I I. 13'-2 I , 5 I II 0 / x-52 / _'� I I I I - 1 I 3 1 -1410 / I I I I 3 -1 g 1, m / /4 PLYWD. SUBFL. N /4' T$6 PLYWD. SUBFL. /4 145 PLYWD. SUBFL. / ON 14" T.J.I.'s @ 16" O.G. / I I I I ON 14" T.J.I.'s 16" O.G. ' ON 14" T.J.I.'s © 16" O.G. I U W ' ' U U U ` , I ""'``/ I I I I `�" ,Il , , ~ 1/J\/ U L7 U U W U U / f 'L T' ,,,_, n r-i n o n d G o r� �_ ° / n n rn I , r� , ,,,,,.. , , tom. _ �� `s �„.„„. .....,, ', _,,,-� r II reit • II tt11cT r - _ = = - - •r \______>_ BM. PER N 11 . ISI N 41 .� N II - - a l-I I-I I_IIHl1-11;i . PLAN = II . -�- - N° �, — : Illi-ll1=1u- ' �' :n= a n. Nt- II' 11111 BM.. PER N • -11 I I�I I- " 11111=111-.7 111�J lllJ I I�11 .; II , . : �111�I I I 1�1�� •II• PLAN • II. • 11=1 111,7 • 1111 �-_, ,1, - ; III-III-I I I�1-1 II ° • lj1411E II• , I[_f_, ' 11 -=111 11 1 l 11 ;;i 11=111=111 .N •II v 11=1.1H1' -'ll, 10" POURED GOING. z; 111II11F41:.-' �,� i ,, �► 11. FON. WALL �' II�III II, 12'-3 _6 , 151-10i" •� • ,� d• II 11 • V ' II p : N °II • E • _ I N N :N o II: : '; :I 3 1 o 1 'IIo 1 ,°'I SII :' Ill • • 10" POURED GONG. N•. 'II I' I O" POURED GONG. 11 II (/- .: °.II BASEMENT if . 1 .� FON. HALL I S NT40,1/ I lI FON. WALL / II (11a • ry�• III ISI • II . `,► • 91• •II • g : �I• II•. u ,'el , is • • �I 4 GONG. SLAB REINF. W/ 6x6 #10 W.W.M. II 4 0 :. °a ARCHITECTURAL , 4 GONG. SLAB REINF. W/ 6x6 #10 W.W.M. II a • •It. OVER 6 MIL VAPOR BARRIER ON ,111, • , OVER 6 MIL VAPOR BARRIER ON 11 O1N 4" POROUS FILL ° ON 4" POROUS FILL •,Ilya �y: SERVICES, L. L. C. 11° ;II .A% '! I 1111 :�' , • 11'r^ ° s °: • . _.,: • I I . , ° . ° ° . • ° . . ° . . I •�_ ; . III Joseph A. St. Jean, Jr., R.A. . 4 � a • :.L ___ ..,K L.!.. .. Member lf414 REVISIONS DATE; REMARKS: BY: !- -26-I= WORKING D1"65. DG ill GROSS SECTION alli GROSS SECTION PARTIAL. SECTION 6 IN SCALE: 5/511 t I'-011 IS,k2A, S SCALE: 3/8° = I'-0" I,IA, ,2A ,SS SCALE: 343" _ 1-01 IS, ' 2A S 111� U� ORIC. COPYRIGHT DATE&JOB NUMBER: 1-24-03 03080 TOWNSHIP: CITY: STATE: GENERAL NOTES BLOCK: LOT: SEE WALL SECTIONS ON SHEET 4 FOR TITLE: TYPICAL NOTES AND DETAILS NOT SHOWN ON TRAVGO BUILDERS CROSS SECTIONS. La Ma iso n SEE FLOOR FRAMING PLANS AND ROOF A 38 FRAMING PLAN, BEGINNING ON SHEET 5, FOR JOIST SIZES AND SPACING. DRAWN BY: JOB NUMBER: SHEET NO: DG ISOR DATE: SCALE: 41, © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 SADCC © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOU SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. 53'-4" BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, / / DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY ' 24'-4" / / OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, ' SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH , 25'-1" C'-81 1' THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ; / / / ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY 5'-4" Iq'-0" / / / WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABIUTY FOR „ �„ ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY q -6" q -6" 13-10? q -ql� RELATIONSHIPS WITH BUILDER. / / / / '( _r NERAL NOTES FT/ BUILT-UP RIDGE BD. SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET /---T/ BUILT-UP RIDGE BD. •• EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, / I 2x12 RAFT. CLIMATIC CR USAGE REQUIREMENTS. y / @ 16" O.G. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT yFOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF y / 12 PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR y / r ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL / / q'_8" k 8 1 SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE , / / 2x12 RAFT. BUILDER RESPONSIBILITY. y y / @ 16" O.G. `9 IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL y/ I1-611"_q I'_0�1, DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING y / / / / / CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTIUZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT y (2)2x5 STIFFBACKS SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE AOJUSTMENTS IN 12 / // 12 CL 1ST GOMMON RAFTER DETAILS AND DIMENSIONS. / 12 ------ THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS I2 �- 7--- ---� IS7 t li 19 ji 19 19 1 09 INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, 17/r /_ J� __ 18 I II AND WATERPROOFING. BUN DER IS RESPONSIBLE TO PROVIDE PROPER y y \/ 2x8 G.J. i - L� _ .� .- SUPERVISED WORKMANSHIP FOR ALL TRADES. y / © 16" 0•G, �t 2x6 RAFT. • 2x 1 O G.J. I 4G / 1A HDR. PER 1' Ili,1 / / 16 O.G. PLAN 16 O.G. -IN co ®` / it = W / 111 / �� / ® -:-:OMA::-a•-- - /y /y = = 4G 1 I 2x6 G.J. 0� / HDR. PER l�r �0uin / I © I6" O.C. / PLAN -IQ > ® `., 141'41* w - y Al -Ko -f 9 / +, > 0y� /' I i BONUS i i /' B i7�00'M 3 0 �► N M > // // I I 5 "•-• Am- Iu 9 I I'-2 3? '1'_3".P v //3 I3'-4 " / 15 w CC ` w w alLi\- V) 0 ' y/ // 1'_O "1 I 6N 3'-10 " 3 " 10'-5" .0 3 " 3'-10 " 11_04" I, I m f' // N W w / / y / I / 3/" T4 G PLYWD. SUBFL. - W O t °' CC y .d / 4 -I o f y / / / ON 14" T.J.I.'s @ 16" O.G. - oo J (n / / 1 3i4" T4G PLYWD. SUBFL. t _ � // )1\ ` • (nlila o II- /y / -1lV ON 14" T.J.I.'s 16" O.G. -' I�\ �, / BM. PER i = 1 Q = , _ _ _ _ _ ,- PLAN ��� 0 o 2 0 rs. \ J - . � _ _ - i �I• I I I C--) IO \ .ILL--1II .__:�+ . CC J 11111 N — — — ' I _ % 4G . tV -� N —iv J N z �' 14 II -r Q ur - �� BM. PER N A' N 2'_4 " EN Q ° II .._in Z 4G II I PLAN _' jI _� - / z :y J U CD (n II 1 q'-6" q'-6" / �-- -1 C� O 0 II I NOTE: GARAGE-DWELLING / OFFICE w N ` 3 ` a> II I SEPARATION: 5s" TYPE X / ..) N GYPSUM ON GARAGE WALLS, / -� mIv w -Ko N p -143 GEILING 4 AROUND SUPPORT / 1 ; I- �—, 3 I BEAMS, 4 MIN. I/2" TYPE X I / 6 ;Y I }gypp x143 I v GYPSUM ON OPPOSITE SIDE CO / LAUNDRY O in co OF WALLS. OPENINGS IN GEILING/� /� / Ci L © ARE NOT PERMITTED. GA1�AGE5 ....i...) I" I" I" I" `9 5 Q I ez/ 13'-�" 3� 3'-.82 3� 5'-2" �3� a'-I" 5 " 18'-I" 5 "/ / / / i' 1 / �/ I I I / / _� I I I 3/4" T4G PLYWD. SUBFL. I I � <�D A�O MAIN HOUSE FL. LINE / / --I I I I ON 14" T.J.1.'s © 16" O.G. I I % t fD6.,p .A I • I #4 BARS 12" LONG W/ t _it. :,, , '! Os` rnly / / Lii , 4" EMBED. © 12" 0/G !� .i. A. SLOPE FL. 4" / / l / l l l/.1 ° {' TO DOORS � • r .i ,1 I. , _. . y / m , r. T IF I li � ,II' ' -1T1,,,SIJ II! 11 • Al• 18'-7 BM. PER OF 1 'Pl, I :. II` J4 PLAN 15-I I, a •i: " �- -IIIit 1-lll-lll : 4 4 -O • E111,7,111= , f III—III- f _ 10" POURED GONG. .1 , III 11. ? µ / •H.11 f -N•. D/' $ II FON. WALL -I I; II. 11 • •�<• a II P�I 1I , II / e t L .I p 1 II' — :: iiit . . eII I I sil • 10 POURED GONG. : JI• , FON. WALL eII 1i' I II BASEMENT • .11 1 SI A • 4 ARCHITECTURAL GROSS STION 1 91- n° � lr. .° II SERVICES, L. L. C. SCALE: 3/811 = 11_011 Is, ' 2A,3 4" GONG. SLAB REINF. w/ 6x6 #10 W.W.M. I a P II�' i ,p OVER 6 MIL VAPOR BARRIER ON III ` Ike . Joseph A. St. Jean, Jr., R.A. IIuu ON 4" POROUS FILL II :iii v111., P .- II 1 ` '` 111 Member :tel A. AI a• D. a •D .) • D • •p • ._ - • _ - . • '� •. �D1 . .D • • • • • �. - D . • D?s .. REVISIONS -? • I • e d ,� J . '.� •r • i ..e •e •� • . NO: ;DZ�I i EMAR WORKI � . BY: LV GROSS STION 8 SCALE: 3/8H = 11_0" I,IA, ,2A, •,SB ORIG. COPYRIGHT DATE&JOB NUMBER: 7-24-03 03080 I TOWNSHIP: 1 CITY: STATE: 1 GENERAL NOTES BLOCK: LOT: ' TITLE: SEE WALL SECTIONS ON SHEET 4 FOR TRAVGO $UILDERS TYPICAL NOTES AND DETAILS NOT SHOWN ON ' LEO t'0 is a ri CROSS SECTIONS. . • A 38 SEE FLOOR FRAMING PLANS AND ROOF ' FRAMING PLAN, BEGINNING ON SHEET 5, FOR DRAWN BY: J08 NUMBER: 'SHEET NO: JOIST SIZES AND SPACING. DG I3o! I DATE: SCALE: T ; © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 5/8" I,:03-00-1V9, © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHiULZ IS AUTHORIZED TO USE THESE DRAYANGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHCLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE �5'-I PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION / FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. 351-I 18'-1 1 " I8'-O4" 3'-0° BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, 1 / / / / DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY r \ \ \ WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR r , r r 1 ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY I— , RELATIONSHIPS WITH BUILDER. 1 I GENERAL NOTES d- rnr� SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH r .` \ ' ' ' - \ REQUIREMENTS.BULDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS r r J L OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE 1 AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, CUMATIC OR USAGE REQUIREMENTS. \ _ x FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT nir FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF W - PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR N 0 - \ry ' 1S 1- N \ ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL 1j m 1,- <1.0 X I 0 SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED. ARE I Lf 0 Q Z VL m Q BUILDER RESPONSIBILITY. = Q Io Q '� IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL v © m D_ 9 r DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING � 0 \ m CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTIUZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT I- SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE AOJUSTMENTS IN v I'-IO" `` 2 �J IS'--1 DETAILS AND DIMENSIONS. ..„1/4-) / / / THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS / INCLUDING BUT NOT LIMITED TO NAILING, CAULKING,FLASHING, PAINTING, - 0 AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER v ~ SUPERVISED WORKMANSHIP FOR ALL TRADES. NG - IZ .. .� c� rr 1r o to /� L F "W v-- 1 I c' in I (11 / / U1 0 m36 - / ' A W LA - = W/G `O _rf LI xX x � cn LJJ `� m J �L c� - S 7r ct 2- J r J W ('�= ..,,_ .d CC N Q CO Q \ \ p E ix --- 0 I▪ � S In 0_ In ly = Q x � F le @ J v 2 (0 MIN. HANGER 1 11- (Y1 J (� = CC x CAP. 2100K CV Q v J .. �_ Ory �� 13'_81 II �� �_ I�� = Q .. 1 Z p U ' - J 25'-q" 2'-0','"-\ Tv �I -O q 4 3'-102 en O I6'-52 J w z Q re-- 1 / \/ / / / / / o> IbOON—.� tD 0 - Q 0 v Z _• re H I IV C� x - F- •V TUB - ' OZ J (J) �ry Q I I �-� - f1 (VERIFY DRAIN — _ •p LJJ m I �t 1 I SHOWER © LOCAiflTION) w N � � `� J ~ x � m � + W/G IV 0 v JcoV. up O enD._ I- �ill � ' �N m��� � m� � Q 0 3 Uco�/''� L Nr - r- -I m Q CN I1— L 4 = Q I V/ L \ r \ , LL _\_____ �,---I_= v ' �( UJ lL - J \ //'1 i © QdJQ �t CO CL r V� L 2'-2 " ....... Ca 0_ Oi ( Z � `c / / O - pV _ c0 MN- 8 N 13'-6" m d} T r —-� m I I J I I I ' I I m I 1 I J L L -,'t Q LJ I ("Ni I L J a74014'' 3 . ,p --trt..v6: I L - J- J L ,_ I — L I ,y4� y � R �) ,„4 I r 1 L J L J I'-4" 6'-4" 6'-O" 1 41) / / / / tillir/II'-q 13'-8" IT-0" 13'-8" I6'-0" , +1 , / ARCHITECTURAL SERVICES, L. L. C. / / / / / / / Joseph A. St. Jean, Jr.,, R.A. Member REVISIONS NO: DATE: REMARKS: BY: 8-26-13 WORKING DW65. DG USE METAL JOIST HANGERS AS REQUIRED. I RST FLOOR I�EGf< PLAN SOLID BLOCK UNDER ALL LOAD BEARING POSTS. ORIC. COPYRIGHT DATE&JOB NUMBER: 1-24-03 03080 SCALE: V4" = I'-O" TUBS DRAINS ARE LOCATED 9" FROM STUDWALL, WATER CLOSET DRAINS ARE LOCATED 12" TOWNSHIP; FROM STUDWALL.. CITY: STATE: SCHOLZ STANDARD OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH DOUBLE HEADERS AND DOUBLE STRUCTURAL NOMENCLATURE FIRST TWO DIGITS=TYPE OF MEMBER, TRIMMER JOISTS UNLESS NOTED OTHERWISE. BLOCK: LOT: FOLLOWED BY OUR CALCULATION NUMBER AND THEN THE STRUCTURAL INFORMATION. BH : BEAM/HEADER THE ABOVE FLOOR DECK LAYOUT REFLECTS AN ENGINEERED FLOOR SYSTEM. TITLE PC: POST/COLUMN TRAVGD BUILDERS CF : COLUMN FOOTING THE FLOOR IS TO BE DESIGNED TO MEET OR EXCEED A PRO RATING VALUE OF 45 POINTS . La Ma i s o n PF: PERIMETER FOOTING SEE SUPPLIER'S DRAWINGS FOR SPACING AND PROPER INSTALLATION. BH-21PW8x18 STEEL BEAM A 38 SUPPLIER HAS THE OPTION TO SUBSTITUTE AN EQUAL OR BETTER FLOOR GIRDER FOR ANY DRAWN BY: JOB NUMBER: SHEET NO: OF THE ABOVE BEAMS. l76 1308 5 ,DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 I/4" I.V. 00_1991 © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED I I TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE I DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS I OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ" SCHOLZ I COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. 1611 2II�,,� A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME — L � I UCENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCITON, INCLUDING DERI;ANSIVE \ \ PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ SIGN )1/ L J t L J NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERION 2x 12 I FROM AN OFFICER OF SCHOLZ DESIGN,INC CONSTITUTES A VIOLATIOF O BLKONI- G.`�I N N O �I] N FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALANE TIES BLK6. I , ��� BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY h,----.)., - `� r 7 \ s r 1 \ OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY �„ I" OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, (NI ,f BM. PER (V BM. PER SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH 1 PLAN ' PLAN THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY COM MN- LL: ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OFA SIMILAR NATURE. DESPITE THE \ I U- \ Q REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABIUTY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM TFIRD PARTY LL - 1.1 - RELATIONSHIPS WITH WIDER. IL \� IL \� Q i Q i GENERAL NOTES ALO �c0 SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL T i STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET `' EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BOLDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS `...- OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE.1:7 E CUMATIC CR USAGE REQUIREMENTS. !TAIL /� L I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF SCALE: 3/4" = I '-O" 5A� SCALE: 3/4" = I '-O" 5A PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE BUILDER RESPONSIBILITY. 80'-0" IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 74 / DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED N A VARIETY OF LOCATIONS WITH A DIFFERENT 5q1--t " 11'-01" 21--4" SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN / / / DETAILS AND DIMENSIONS. r T - - - -r -1THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS I _L - 23'_102" 35'-Q„ — — INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, AND WATERPROOFING. BOLDER IS RESPONSIBLE TO PROVIDE PROPER I SUPERVISED WORKMANSHIP FOR ALL TRADES. I ' 1 -02 10'-G" 23'-11 " / H F-- ® s. o \ \ - , , , i___1 ,\ I -- -I- _L - - I --\- _1_ � may„ co I J_ J_ -L--- �--� ___J __L_ _L_ _1_ J_ , -I r i i i J_ r -- � , I BH-24 1) I (2)2x12 I 1 PVC L----- I N ® `�N 0 rn 'P, w in N TUB 16'-6 „ �— •' ` 1. / w M N 'n 0 (y 0 `, wNI 1 6 TUB 20'-021, X N 0 U) -UN - + -IN d) I ---- r rI `� m J Z0 O _1. =�v 0 N (n 2 7:Cr I 7 0 H I n1 i- -5. ry Q Ce =N v ml = O CD�- WCL C� -I` a) lii - • I I ---- _ ' d d) - d CC p E 0 L_________ ___- �J �� � 1\ _____ I _ ... I- f = =I /)1 � ---- BH-24 .,‘ va) fY a UH _XQ v1v v (2)2x12 ` ZSA x _ iI In -1 \ J (n ZJ __J BH-46 3i2"x14" 1 14" TJI's J N m Q ~ PARALLAM • I , rz - - Q v ' d Q _ N m z IV O/G 1 �/ W LL ® \ -___ LT_______T -T T - _ -_--J z �I V -�-- -; � m � H `° 1 -L1 I- 1 r-L '1 T - 1 C� (� II_0 " L __ ---- ��JJ L _ L 1 v ^ H I I I I I - V N Cl) I 5H-45 51/2"x14" 2 - --- ----- 1- I I I I = -- L-I y- 0 PARALLAM / 'Kv i i i 0 N = Nr14" TJI's � � 0 � \ H � v H O H N 0 O 16" O/G i BH-44 3%2"x14" 5A i N r I _z r X 2x6 F.I 1 J a = CO PARALLAM i i , - r----� ------ _NI m- X N I6" O co4 ,0 Ov I I i t I 1 I I I I I I I I I 2 Q I I 1 1 CO O # _I 1 1 I I ... H m I I I I ' lIJ 0 1 (N) -. 1 I I I H I I I I I I Q T ---- -J ._ ---J -----J J LT -- ----J L- J LT T J L _J I z u_ 1-BH-41 316"x14" `-r� I I �/�/' ��E��Rc'i' , .. F v PARALLAM I I H I �',' Rte /�e�t 4.1= R. F ED�1•`'A,�� I III ,I ' y �'' 1t / 31, '1 561-12 / ,. I I s� A C :- X ` I I I l I = 1 I Ln Q I II II i (� r 1 L -1 I ` J II (N Q-sr- ry N- _ I J i IL O H ,w u 1 G' -- X r1 I., it."� . 41, LQtL I : .�I � I ' 1 re uI _ 3'-102,1 1 I eh Ji' z / I I 0 I L I �„ 1 , T T J I C'\ -I- T J L J L r I 17771 1 I r-— J L - J L \ - I BH-43 3%2"x14" I LJ I I I J I I PARALLAM I r T F f Lti, I ♦ I ARCHITECTURAL - I I c 14" TJI'S T TSI , SERVICES, L. L. C. I @ I6 o/G I � � I I r` � i -� J_ i I Joseph A. St. Jean, Jr., R.A. to I r`1 ILL 1 1 I I I I I I Member I , , I 1 1 I I I I I I L T T ° T T J L T T T" T"___---J LJ I I L-J I I L T--�---J ' r S r 5 J \- L f 'r -I-----T r---1 I I r---1 I ---4 ---J L J L J L J L J L J L---1 11 I I I l r-J L J I_____J REVISIONS I I --- -r - - T J I I DATE: REMARKS: BY; I L II - - + J 1 -26-1= WORKING D1165. DG L _, L J 5'-4" 1011-0" USE METAL JOIST HANGERS AS REQUIRED. t / / S C ON 1,..00R I,EGK PLAN SOLID BLOCK UNDER ALL LOAD BEARING POSTS. ORIG. COPYRIGHT DATE k JOB NUMBER: SCALE: 14" = I'-OIL TUBS DRAINS ARE LOCATED 911 FROM STUDWALL, WATER CLOSET DRAINS ARE LOCATED 12" 1-24-03 03080 FROM STUDWALL.. TOWNSHIP: OPENINGS IN FLOOR FRAMING SHALL BE FRAMED WITH DOUBLE HEADERS AND DOUBLE CITY` STATE: SCHOLZ STANDARD STRUCTURAL NOMENCLATURE TRIMMER JOISTS UNLESS NOTED OTHERWISE. FIRST TWO DIGITS=TYPE OF MEMBER, BLOCK: LOT: FOLLOWED BY OUR CALCULATION NUMBER AND THEN THE STRUCTURAL INFORMATION. THE ABOVE FLOOR DECK LAYOUT REFLECTS AN ENGINEERED FLOOR SYSTEM. I TITLE: BH : BEAM/HEADER TRAI/GO BUILDERS PC: POST/COLUMN THE FLOOR IS TO BE DESIGNED TO MEET OR EXCEED A PRO RATING VALUE OF 45 POINTS . CF : COLUMN FOOTING SEE SUPPLIER'S DRAWINGS FOR SPACING AND PROPER INSTALLATION. La Ma iso n PF : PERIMETER FOOTING BH 21PLE:W8x18 STEEL BEAM A 38 SUPPLIER HAS THE OPTION TO SUBSTITUTE AN EQUAL OR BETTER FLOOR GIRDER FOR ANY OF THE ABOVE BEAMS. DRAWN BY: JOB NUMBER: SHEET NO: DG ISO1 DATE: SCALE: © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ • PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHCLZ. SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, a -5 I -5 " SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH / / / THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. I I i I SIM. TRIM r i_ - - - -I- i GENERAL NOTES m GROSS SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 49 1 STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET CI I I I 4A SECT. 0 EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH I I I REQUIREMENTS.GUIDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS II I OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE ii - AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, `' _-T- —______--_ --- T--_-- -- ---_—_— — T_--lL, i — — } CLIMATIC OR USAGERREQUIREMENTSEG I� I- ' - - I TE _=.� - - -- --- - --_� � = -- ' fi I i J T_ _ _ - — !111 �� ---1._ 1 r- • -- ti�� / 1- , r I r--- -- -- �-- -- -� ---� r---- r-----� r- -- -� r-- -� r --- -- - -1=- 1 - - - -p i — Fl I I /� H -J H 1 ~ ��I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT R'- I Li] I I I FOR TYPICAL AVERAGE CONDITKRJS WHICH MAY BE UNREPRESENTATIVE OF 1 �/� I F I !-=- -_ I PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR I 5)--, I p BH-5A /I II ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL '0 H _ _ _ _(/ (2)2x12 _ 1 SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE �'p _ Et. BH-5B I II BUILDER RESPONSIBILITY. �� I -II) Ii=i _ - - - - _ I (2)2x12 - IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL L- I �j ~I - - Q I II DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING �� I 6 I� HI = I - - I II CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN _ _ =c - SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT ......?,,z, I _:I__ _ ___7__ _== -=J 11__ O - I---I I� SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN I (II) }G DETAILS AND DIMENSIONS. (Y1(V 1-- I rh' ITHESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS _ i INCLUDING BUT NDT LIMITED TO NAILING, CAULKING, FLASHING, PAINTING, = x fillAND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER ` - - riISUPERVISED WORKMANSHIP FOR All TRADES. 14I � H n n n I . , l. ,. ms q{, , h / BUILT-UP RIDGE BD. _ _ - 1 1 I H 1 i 1 /�xt. 1 1 I I I r- -- --- --- Ii1Z I G - )11 H =►. I -- I-1 I —�Ii - 74-1 fivi- -°' =ice 1 = L _ __ I L_-- i J L� BUILT-UP RIDGE BD. _===V=- FIr \ /' --��---J 1 N I N t I if cv 1 to Nilib Ci I Q1 -- — — — I - =I ------�,--- -1 — 1 = y r IT = I _ _ I -�— LLI I Mb, BUILT-UP RIDGE BD. �s! 6'-212" i,I BUILT-UP RIDGE BD. � �� i N. in X� i i •) IL I,! ' . __ L. -F--�— PARTIAL 6 �, N I 6, FI N I IIS Q I Q 0_ SECT. 4D W 0 I N I- __Q_ — — > —' H fY -7,., H it m N I 2'-I IlN — N o W I I 1 I 8 i x N W (n I I Y LT- - �T--T�---L --II, -- ----T- == i=====i—r--s= 1=== 1:=-=~Z- 1-== 1== ===E7—,===:-- ---_-=.1-1, in N Ql =x—�— _ ` W CI i �� r, i r -- -- I �___ -- i - - yil y 1 - Ix cv i w I_ fY I I 1 1I I IIII I1I III }? I I I I I I • 4/11 o f II 3 iI 111 II i1 1 III _ '� I1-I -- 11 ILT� --- 1 _ ►rr 1t1m-- �-- -- i 1---1-�dl---E- -_-I_-_, ► I I I SIM. TRIM _..,I- II J v I I L L = 11 - - -_ I �� L-- - - II - J L _� 1 -1 L �_ a --- - -- '1' I --fir- L II lev <<� � - N III 1 - - - - - - _=Q -���, r X II�� - L 1111 �I SIM' TRIM J �— i i _- I =N I I I (���� 2x 12 RAFTERS 16" O/G I I -I F� -- c0 J I i CD 0 ii) w z m� /� 11 I Q fal1111111114 Zti )- i-i -D ii III II cvN DBL. 2OF3 1r`-'LIr - - - - — _ _ = = = = = T �� II p N m _ I _ 1 I _ N i i 1 14'-10" r }� '��I ' mN I I LI L� 1= _ _ _ - - - - i li 0 .„..0 _ 0 W �, H II N II I { x I cv • I vli o kv �, 1_, -� I II ` N IIII II =� I = 47 • © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT — WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHCLL SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS, A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME UCENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR I'? ER CP © ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY RELATIONSHIPS WITH BUILDER. OUTSIDE CORNER, g GENERAL NOTES I I SEE DETAILS ON i ENGINEERED WALL, SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL SHEET 5F. SEE SHEET 5E STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS OR CHANCES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE I ( I I I AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, I I y - p f - I I CUMATIC OR USAGE REQUIREMENTS. I FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I \ I _ I - FOR TYPICAL AVERAGE CONDITIONSWHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR ® ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL 0 - - - - - - - - — - - - - — - - — - - — 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ T _ _ _ _ _ _ ____,, -1 SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE BUILDER RESPONSIBILITY. . ... ._ e_ 1 1 I IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL . I:I0 L II I 1- .II .II .I , ii0 0 0 DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN 0 il o O I I I SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT I I I _ I I ! I I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN I I fi- I I • I I DETAILS AND DIMENSIONS. -\ r\ / THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS \ / INCLUDING BUT NOT UMITED TO NAILING,CAULKING, FLASHING, PAINTING, I I L_- I I I I AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER I I I I I 1 I SUPERVISED WORKMANSHIP FOR ALL TRADES, -- 4— — I I I I I I I / c , FI M I II I O O I Iit 1 Q ,, N M cr W in I I I I / W ` W .4. > I-- Etm / :E CL LLi (n I I I _ _ _ I I I I (/) = Jj- - � L I\ 0 1— 0 X I r CC III Jki) I I II . 11 — — 1 J o I- J 0 e - - - - _ _ I I I i 11 I iI i \ / I = Q = • '- - - - - - - - - - - - - - - - - - - -14 - - - - - - - - - r- I - - \ - - / - - ll 0 Ll - r, I �I — ' . OILI r— N J (Y I I H - - I 1 0 1 0 1 1 1 L I J N Z U J W I I i I I �- W p> /Ilk Z z o L - - - z J II \ I — - - I l. _. . . +SII I I N m / v (D W I I I - - - i \ 1 / 6i 1 I o o � CD O ( I I I I \ / GYPSUM I BOTH SIDES. SEE I I U) 2 -o Li — — — \ / REQUIREMENTS ON SRI. 5F — W 0 y? 0 II — — — \ / I I I (TYPICAIi_ ALL SHADED INTERICfR WALLS) ` N J I I I I \ / I I I I I ri I 0 ) 3 II co (n I I I I1 itii1I I ` I (n I I I I I i I I . m 1 © I I - J' '. © I I — ,— I I I I \ -\ I --- I I I I )- - 7 I- — I I • a 4,...:41::iii...j:), - 1EDA�ey A c.,5 I I I I / \ ICI 1 Ir,.,\.„/��' a / \ IalidailibMielbillaaliilliMii • jiiese c r 1 INSIDE CORNER, , I / \ I I I 1/1I SEE DETAILS ON I / \ I I 1 \<;•.-:-...-_—_:_.W.0 . )r: SHEET 5F I — �'��`'�- Gr`'� v / \ .-14- Or--�i=; \ I I . O 1 \ 11 I I - - - - - - - - - - - - - 1 - - 0 j _1 , 11._ _ _ . /r , - ,--:a..--: _ , , - - r====ii" - - - - - - t= - '-- - I, r1 �; . "I %Ile - i f �1 I I I 1 © ,e I I I I I SEE ENGINEERED) SHEET5EARCHITECTURAL SERVICES, L. L. C. 1 I I I I I I Joseph A. St. Jean, Jr., R.A. 1 1 I I I GENERAL NOTES Member 1 I I 1 1 REVISIONS o : BY; 2 a ® The purpose of the information on this sheet is to show compliance to 2006 IRC wall 8-26-13 WORKING 1,1166. 17& bracing requirements up to seismic category C,wind speeds<100mph. NO: DATE: REMARKS This structure has been designed using continuous wood structural panel sheathing(R602,10.5). I s T L 00 IAI IAL E3RA D I NG Note:Some interior walls are sheathed,see plans for locations. III '-0" PRIG. COPYRIGHT DATE&JOB NUMBER:All sheathing areas of the exterior braced wall lines are to be sheathed,including areas SCALE: 14" = Iabove and below all(door and window)wall openings.In addition,a minimum two feet 1__24_03 03080 wide full height panel is required at each end of braced wall line at corners,including TOWNSHIP: perpendicular wall line. Interior braced wall lines have gypsum wall board installed on 1 side in accordance with IRC CITY: STATE: chapter(R702.3.5)on interior or are sheathed(R602.10.5). BLOCK: LOT: Inside and outside corners are to be constructed per R602.10.5,see detailed on sheet 5F. Portal frames as required and indicated on plan are detailed on sheet 5E. TITLE NOTE!: FOR A SUCCESSFUL INSTALLATION THAT IS DESIGNED TRAVGO BUILDERS TO PROVIDE THE REQUIRED DESIGN PRESSURE PERFORMANCE, All braced wall lines are within 35'-0"therefore there is no need for increase bracing. La M/� 15oIT IS IMPORTANT THAT THE JOINING MATERIALS AND INSTALLATION 3v81 BE SPECIFIED BY THE CONTRACTOR AND COORDINATED WITH Engineered structural solutions have been utilized and are clearly noted on plan. . THE SUPPLIER. . DRAWN BY. JOB NUMBER: SHEET NO: 126 IsOR © SCHOLZ DESIGN, ALL RIGHTS RESERVED SCALE: 1/4" �c © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCROLL SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS, A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE ENGINEERED WALL, PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN SEE SHEET 5E NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION OUTSIDE CORNER, Cr) FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF SEE DETAILS ON C--) FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. SHEET 5F. BUILDERS REGISTERED BY SCHOLZ TO USE SOiOLZ DESIGNS, PLANS, 2 , I © DRAWINGS, AND THE SCHOLZ IRADENAME AND LOGO ARE INDEPENDENTLY Tn(� OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY u~—�-'�E -° W- I OTHER RELATIONSHIP WITHcT) SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH I I I I THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY INSIDE CORNER, I © - I - - - - - - - - - - - - - - - - I - - - - - - - - - - - - C--) ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY _ - _ _ _ _ SEE DETAILSON t - - - - - - - - – - - - - - - - - - - - - OF I I SHEET SF. \ REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR I I ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY I I I I , I RELATIONSHIPS WITH BUILDER. r I I I I giNSNINNIVISNYNOMMINI • •II .. .I I r 1 GENERAL NOTES _ –• ,' ' I SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL CI � I I STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET I I O I EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH I I I I REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS - i II OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE J AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, I CLIMATIC OR USAGE REQUIREMENTS I I \ / I I I , FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT I I FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR O I I ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE I I I BUILDER RESPONSIBILITY. , I I IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL I DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING G I I CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN I 1I I I SPECIFIC UTILIZED N A VARIETY OF LOCATIONS WITH A DIFFERENT o o I I SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN DETAILS AND DIMENSIONS. I I / , II THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS i ( I I INCLUDING BUT NOT UNITED TO NAILING,CAULKING,FLASHING, PAINTING, I ii",- IAND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER �u SUPERVISED WORKMANSHIP FOR ALL TRADES, .. +x«+ r,. m-.�.a.ewara..r+r. I.+.: -...,,��,. .n,„....,..s. '... ._,..�.-._.,,.w...,,..,. , :..�. ..,...I 1 6 1 I. . - .. .. ' I r _ _ _, GYPSUM BOTH SIDES. SEE I II I REQUIREMENTS ON SHT. 5FI/ CI11 I I I (TYPICAL ALL SHADED INTERIOR WALLS) to— J I ® 1i- T ••''T\... 0 in I \ Icn I I sh to it \\ I ' i , W W mr in W v D Ct W \ / 1 I W F-- U LIII I (i) J\ / I 1 ( z 1 CD 1 1Y \ i 0 . 0 ! Et 1 1 _ 1 _ J I J W . Q I , I I I _ 1 Q o N _• CD — _ I / \ _ C� O �' in I—LiJ 1 I I I I / \ I _ I ' Q ` N 444N\ Na N / \ :, J a) O ,0110111.411.04100 I 1 / \ 1 I I O J 44 co c el o (40 _ _ _ _ - — i- I / \ I 1 .c. %Eap� IimimmemoimmaisAmpoimi jouilawilomimiliom I O S�f . iimmoman cZ ,i:;H _ ENGINEERED WALLI _. SEE SHEET 5E "T f`=e, 4•,' 6 . .....ci .0. 1„).- O .. •cb I , QD• tie ( of , , ,r ARCHITECTURAL r SERVICES, L. L. C. Joseph A. St. Jean, Jr., R.A. Member GENERAL NOTES , REVISIONS NO: DATE: REMARKS: BY: b-26—I3 WORKING D1465. DG The purpose of the information on this sheet is to show compliance to 2006 IRC wall bracing requirements up to seismic category C,wind speeds< 100mph. This structure has been designed using continuous wood structural panel sheathing(R602.10.5). k Note: Some interior walls are sheathed,see plans for locations. All sheathing areas of the exterior braced wall lines are to be sheathed,including areas ORIG. COPYRIGHT DATE& JOB NUMBER: above and below all(door and window)wall openings.In addition,a minimum two feet 7-24-03 03080 wide full height panel is required at each end of braced wall line at corners,including TOWNSHIP: perpendicular wall line. CITY: STATE: S!G O N r, FL.00R VIA L _ E i:i G I I `G Interior braced wall lines have gypsum wall board installed on 1 side in accordance with IRC chapter(R702.3.5)on interior or are sheathed(R602.10.5). BLOCK: LOT: SCALE: 14" = 1 '1-0" Inside and outside corners are to be constructed per R602.10.5,see detailed on sheet 5F. TITLE: Portal frames as required and indicated on plan are detailed on sheet 5E. . TRAVC C BUILDERS NOTE!: FOR A SUCCESSFUL INSTALLATION THAT IS DESIGNED 1..a Maison TO PROVIDE THE REQUIRED DESIGN PRESSURE PERFORMANCE, All braced wall lines are within 35'-0"therefore there is no need for increase bracing. IT IS IMPORTANT THAT THE JOINING MATERIALS AND INSTALLATION A 38 BE SPECIFIED BY THE�+ CONTRACTOR AND COORDINATED WITH Engineered structural solutions have been utilized and are clearly noted on plan. . THE SUPPLIER. DRAWN BY: JOB NUMBER: SHEET NO: DG I3OR DATE: SCALE: 51:3 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26—I3 1/4" RVOS-0i=r W, • © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ISI-II " ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND y� TO CREATE A THERMAL BREAK ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE 1/2" SHEATHING W/ 8d 3" EDGE, 12" FIELD ON THE INTERIOR SURFACE WE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS / OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ , / RECOMMEND INSTALLING A LAYER PROMPTLY UPON RECOPT OF A WRITTEN REQUEST FROM SCROLL SCHOLZ 2x8 STUDS ® 16 0/G //FIWIlt.•,- OF RIGID INSULATION BEHIND THE COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO . 1 STEEL TUBE COLUMN. ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PRONDES A ONE TIME 11'-O" SIMPSON A35 FRAMING LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL / / USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE ANCHOR W/ (12)8dxIV2" PLANS EVEN IF REDRAWN, OR ANY REMOVAL. OF THE SCHOLZ DESIGN NAILS (TOP b SOT., TYP.) NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION 1/2" SHEATHING W/ 8d ® 3" EDGE, 12" FIELD CAPACITY OF JOINT = 7 70# FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF . / / FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. P 2x6 STUDS ® I6" O/C. 1►1►1►11 `111 TUBULAR STL. • BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 1/►1► 111 COLUMN PER % OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY ►► 1 WALL FRAMING DETAIL .� /// OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, I�j 1 (WRAPPED IN 15# SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH ► 1 THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY 1111 " 1\1 _ BLDR. FELT, TYP.) �/� ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY 127 10' : 11 y %� WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE 18 /►1111111► i `1 M REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR `1 ►►►►11 HEADER PER WALL RANY ACTUAL OR ELATIONSHIPS WITH CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY 11►111% A 1` 1►11► LDER. , FRAMING DETAIL GENERAL NOTES 41 i 11►11 % ; `\`` 11►11►1► ? CRIPPLE STUD SCROLL PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL 1► ►� 5 STANDARDS AND CODE REQUIREMENTS THEY DO NOT NECESSARILY MEET / " 1 11/ EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH 11�►1 i i 5 (2) L550 ANGLES ►1 •• % % REQUIREMENTS.BULDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS 111111S OF STATE 1 o 1,1% TOP 12 ►11111► 0 1/444.► till ,` ATTACH WD. STUD TO STL. AND LOCAL OR SREQUIREMENTS ORNECESSARY TO EREGULATIONS OET SUCH PR ANYOSPE L SITE, 1111►1 0 , i i 1 • 18 1111► r COLUMN W/ %z GALVANIZED CLIMATIC OR USAGE REQUIREMENTS. / 1�. 10• e• • ; BOLTS o 24" O.G., GEN. ON STUD .��� 0• % 5 1' Q►1• 11►1�• %• j % (BEARING UNFAGTOREDAGITY BOLT = 280" FOU) FORNDATION AND TYPICAL AVERAGE OICAL NDITKXJS WHICH MAY BE UNS ARE ONLYREPGESTED LAYOUT RESENTATIVE OF [ �Pi! � 111 0 •r P PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR @ ly�� 0 j / �1111 11► ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL 1►1► , % X1111 i • " o SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE 1 / / I A , I i BUILDER RESPONSIBILITY. I p , , / j1 , , , , vv. (2) LS5O ANGLES1 , / / , / ►► / r'�/ i i i i= TOP TYPICAL G 111/ op / E ' �' / / •/ / / /%/� AMINGANFOi D T I L IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL ► • 11 • /'r "" �' k1 (2) A24 ANGLES 1��� e % © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT- WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED '41111114-\10,..„ \ TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND \` ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE TABLE 8602.10.1 DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS WALL BRACING OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECOPT OF A WRITTEN REQUEST FROM SCHOLZ SCHOLZ /2 COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO SEISMIC DESIGN ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. CATEGORY OR WIND SPEED CONDITION TYPE OF BRACE (b c) AMOUNT OF BRACING (a d e) A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE ONE STORY LOCATED AT EACH END AND AT LEAST EVERY 25 FEET ON CENTER PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN '1 .% TOP OF TWO OR THREE METHODS 3 4 5 BUT NOT LESS THAN 16% OF BRACED WALL LINE FOR METHOD 3 AND 5. NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION CATEGORY A$B STORY FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF e o (S. 50.359 AND FIRST STORY OF TWO STORY LOCATED AT EACH END AND AT LEAST EVERY 25 FEET ON CENTER WFEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. e o 5. 50.339) OR SECOND STORY OF THREE METHODS 3 4 5 BUT NOT LESS THAN 16% OF BRACED ALL LINE FOR METHOD 3 OR o e 100 MPH OR LESS STORY 25% OF BRACED WALL LINE FOR METHOD 5. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, o ° DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 0 o FIRST STORY OF THREE LOCATED AT EACH END AND AT LEAST EVERY 25 FEET ON CENTER OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY STORY METHODS 3 II 5 BUT NOT LESS THAN 25% OF BRACED WALL LINE FOR METHOD 3 AND OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, 35% OF BRACED WALL LINE FOR METHOD 5.• SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH \ THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY . ° a. WALL BRACING AMOUNTS ARE BASED ON A SOIL SITE CLASS "D". INTERPOLATION OF BRACING AMOUNTS BETWEEN THE S. VALUES ASSOCIATED WITH THE SEISMIC DESIGN CATEGORIES ASCERTAIN THE BUILDERS CREDIT AND QUALITY REPUTATION AS THEY \ • SHALL BE PERMITTED WHEN A SITE SPECIFIC S.VALUE IS DETERMINED IN ACCORDANCE WITH SECTION 1615 OF THE INTERNATIONAL BUILDING CODE. • • e o WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE ° ° b. FOUNDATION CRIPPLE WALL PANELS SHALL BE BRACED IN ACCORDANCE WITH SECTION R602.IO.2. REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR • 11 \ • I °°°° HTT22 G. METHODS OF BRACING SHALL BE AS DESCRIBED IN SECTION 8602.10.3. THE ALTERNATE BRACED WALL PANELS DESCRIBED IN SECTION 8602.10.1 OR 8602.10.6.2 SHALL ALSO BE PERMITTED. RREELATOONSHIPSOF CONSEQUENTIALTMDAMAGES ARISING FROM THIRD PARTY III \ / o 0 d. THE BRACING AMOUNTS FOR SEISMIC DESIGN CATEGORIES ARE BASED ON A 15 psf WALL DEAD LOAD. FOR MALLS WITH A DEAD LOAD OF 8 psf OR LESS, THE BRACING AMOUNTS SHALL BE o ° PERMITTED TO BE MULTIPLIED BY 0.85 PROVIDED THAT THE ADJUSTED BRACING AMOUNT IS NOT LESS THAN THAT REQUIRED FOR THE SITE'S WND SPEED. THE MINIMUM LENGTH OF BRACED GENERAL NOTES . e PANEL SHALL NOT BE LESS THAN REQUIRED BY SECTION R602.IO.3. SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL /n I // /i • / ^\1 • ° e. WHEN THE DEAD LOAD OF THE ROOF/CEILING EXCEEDS 15 psf, THE BRACING AMOUNTS SHALL BE INCREASED IN ACCORDANCE WITH SECTION R3OI.2.2.2.I. BRACING REQUIRED FOR A SITE'S STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET \ 1 // // • • // / 0 RIND SPEED SHALL NOT BE ADJUSTED. EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH \ •/<\ j / / / ° REQUIREMENTS. BOLDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS • / / OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, \ \ \\ / / 8602.103 BRACED WALL PANEL CONSTRUCTION METHODS, CLIMATIC OR USAGE REQUIREMENTS. \ / / % p 5/8" ANCHOR BOLT THE CONSTRUCTION OF BRACED WALL PANELS SHALL BE IN 4 \\ v \\ / / d j/ d ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT \ • \/ % 3. WOOD STRUCTURAL PANEL SHEATHING WITH A THICKNESS NOT FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF LESS THAN �T6 INCH (8 mm) FOR I6-INCH (406 mm) STUD PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR ° a ° \\ �. Ip \ �/� pQ ISI j / • illI4S740trill; I SPACING AND NOT LE55 THAT 3b INCH (9 mm) FOR 24-INCH ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL �/ p (610 mm) STUD SPACING. WOOD STRUCTURAL PANELS SHALLSYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE BE INSTALLED IN ACCORDANCE WITH TABLE R602.3(3).p' , / j ° ' dd (I) #4 R.=BAR IN SHEAR GONE 5. GYPSUM BOARD WITH MINIMUM h-INCH (13 mm)40 BUILDER RESPONSIBILITY, 12" MI► . REBAR LENGTHIT IS THE BUILDER'S_,_,30" MIN. REBAR a • " / p eft N HES (610THICKNESS Pmm) ODN ENTER AND FASTENEDON STUDS SPACED A AAT 7 NCHESXIMUM OF 4 DIMENSONS, MATERIALS, ANDNFRAMIG DETAILS BEFORE BEGINNINGSIBILITY TO VERIFY AND CHECK LLENGTH ° (118 mm) ON CENTER WITH THE SIZE NAILS SPECIFIED IN CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THANC%2" MIN. ° � p TABLE R6O2.3(I) FOR SHEATHING AND R102.3.5 FOR INTERIOR SPECIFIC UTILIZED N A VARIETY OF LOCATIONS WITH A DIFFERENT p FROM CORNER ° ° ihohhGYPSUM BOARD. SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN OF CONCRETE. a p TABLE R602.3(3) DETAILS AND DIMENSIONS. ALLOWABLE STUD SPACING FOR WOOD STRUCTURAL PANEL WALL SHEATHING ill p p THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS MAXIMUM STUD SPACING (INCHES) INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING. PAINTING, • PANEL SPAN RATING PANEL NOMINAL THICKNESS SIDING NAILED TO: AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES. w STUD SHEATHING T`i'p I G A 1. TIE-i7 O lA1�l O E V I G E @ RIM J S T. AL TE NATE TIE-D O iT N �E\X I G E 12/0, 16/0, 20/0,OR WALL - 16 O.G. Ufa", 4g" 16 16 (b) 24/0, 24/16,32/16,OR WALL - 24 O.G. 146", 16" 24 24 (c) go SCALE: NONE SCALE: NONE o. BLOCKING OF HORIZONTAL JOINTS NOT REQUIRED. "'x O b. PLYWOOD SHEATHING fib" OR LESS SHALL BE APPLIED .1.4.,\t,,....... I c. TVHREE PLY PLYWOOD PAN ITH LONG DIMENSION 0 SSSHALrLSTUSBE APPLIED rn WITH LONG DIMENSION ACROSS STUDS. TABLE 81023.5 ` 0 rn MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD ® W er THICKNESS MAXIMUM MAXIMUM SPACING w M OF SPACING OF OF FASTENERS 0 4 ' GYPSUM ORIENTATION OF FRAMING (Inches) p ` ctW LJJ BOARD GYPSUM BOARD TO MEMBERS SIZE OF NAILS FOR APPLICATION LLI 0 In (Inches) APPLICATION FRAMING (Inches o.c) NAILS(a) SCREWS(b) TO WOOD FRAMING (c) > y,, Ct o CC . ' o W • APPLICATION WITHOUT ADHESIVE L ffi = CL W 0 °' N t 13 GAGE, 13/8" LONG, 11/64" HEAD;0.015 3 DIAMETER, 11/4" LONG,ANNULAR-RINGED;5d U) J o • HEAD;;OR 0.086" 0.066" DIAMETER, = 1 Q = •• I— 1/2 WALL EITHER DIRECTION 16 8 16 15/8" LONG,1/32" HEAD. C� '''441 J ° • ;7. 13 GAGE, 15/8" LONG, 11/64" HEAD;0.018 o tl�i\ DIAMETER, 13/8" LONG, ANNULAR RINGED;bd — o UJ \ COOLER NAIL,0.092 DIAMETER, 11/8" LONG, I/4"• —I LnZ • 2 JQ \ HEAD;ORGYPSUM BOARD NAIL,0.0915 DIAMETER, W\\ \ p • ° • 5/8 WALL EITHER DIRECTION I6 8 I6 11/8" LONG, 11/64" HEAD. Q Cla p -J \ \ • / \ • �° APPLICATION WITH ADHESIVE � OV•�/ 2° ° �° d / LOCATE (I) #4 REBAR PER SUPPL I;R'5 \ \�� p • RECOMMENDATION AND MAINTAIN IN< ... U L-.1 a ° d° (U #4 REBAR IN SHEAR GONE REBAR COVERAGE PER AGI-318. \ SAME AS ABOVE FOR I/2" AND 5/8" GYPSUM LL1 ` N4-7 �� i 12" MI k% . REBAR LENGTH ° ° i0,� 1/2 OR 5/8 WALL EITHER DIRECTION 24 16 24 BOARD, RESPECTIVELY "*' r 30" MIN. REBAR a `� ° p ° N O o p ___J LENGTH CI%2" MIN. °ly ° p , I/2" MIN. Q' y a. FOR APPLICATION WITHOUT ADHESIVE,A PAIR OF NAILS SPACED NOT LESS THAN 2 INCHES APART OR MORE THAN 2 1/2 INCHES APART MAY BE USED WITH THE PAIR OF NAILS SPACED12 INCHES ON CENTER. 0 1114 3 co = p FROM CORNER ° ° FROM. ENn .6 b. SCREWS SHALL BE TYPE S OR W PER ASTM G 1002 AND SHALL BE SUFFICIENTLY LONG TO PENETRATE WOOD FRAMING NOT LESS THAN 5/8 INCH AND METAL FRAMING NOT LESS THAN = `t OF CONCRETE d p • OF CONCRETE 3/8 INCH. U u� O • c. WHERE METAL FRAMING IS USED WITH A CLINCHING DESIGN TO RECEIVE NAILS BY TWO EDGES OF METAL, THE NAILS SHALL BE NOT LESS THAN 5/8 INCH LONGER THAN THE GYPSUM BOARD O p 4 4 THICKNESS AND SHALL HAVE RINGED SHANKS. WHERE THE METAL FRAMING HAS A NAILING GROOVE FORMED TO RECEIVE THE NAILS, THE NAILS SHALL HAVE BARBED SHANKS OR BE 5d, ° ° 13 1/2 GAGE, 15/8 INCHES LONG, 15/64-INCH HEAD FOR I/2-INCH GYPSUM BOARD;AND 6d, I3 GAGE, 11/8 INCHES LONG, 15/64-INCH HEAD FOR 5/8-INCH GYPSUM BOARD. • T`tIc' IGAL. TIE-r)01AIN DEVI GE @ CORNER TYPICAL TIE-r)01AIN r'EV I GE ( no corner) TABLE R30I � c SCALE: NONE SCALE: NONE HALL BRACING ADJUSTMENT FACTORS 5Y ( :::41:(1A)4,:.47i.''';', �8,. . �; ROOF GOVERI NG DEAD LOAD y - . a ® '�C ROOF/CEILING R ` �'OOF/GE I L I N DEAD LOAD DEAD LOAD s ° , 00 ® C, HALL SUPPORTING f • •� �,�, 0 , ® 0� C 0 .,><.. IS psf OR LESS 25 psf OR LESS �4- l ® MINIMUM 24" OPTION A MINIMUM 24" OPTION B ROOF ONLY 1 .0 1 .2 NINvi_.OBRACED WALL BRACED WALL PANEL OF OSB PANEL OF 05B ROOF PLUS / mAll OR PLYWOOD ORPLYWOOD 1 .0 I . 0 \'"- ONE STORY ' CONTINUOUSLY SHEATHED BRACED WALL L INE OVeil ilor, - ® I� \ / / FOR SI : I POUND PER SQUARE FOOT = 0.04di kPa. ARCHITECTURAL ® 0 I 1 FILLER PIECE----_______.---4" p )1\ a. LINEAR INTERPOLATION SHALL BE PERMITTED. SERVICES L. L. C. OVERLAP SHEATHING i 11 I I 1 1 1 1 1 I t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1) 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 OO ; 0 (SEE OPTION B FOR MINIMUM 24" BRACED WALL ALTERNATIVE) O O O O O Joseph A. St. Jean, Jr., R.Q. PANEL OF 05B OR PLYV`100D OO CONTINUOUSLY SHEATHED 00 CONTINUOUSLY SHEATHED Member BRACED WALL LINE BRACED WALL LINE (MIN. 24" BRACED WALL PANEL) (MIN. 24" BRACED WALL PANEL) REVISIONS INSIDE CORN FRAMING REQUIREMENTS OUTSIDE CORNSRAt•otINGRECPUIREMENTS °26-1i REMARKS DW65. BDG SCALE: 11/2" = I '-0" SCALE: 11/2" = I'-O" IllIII � LEGEND FOR CORNER FRAMING DETAILS III -. a a ® 0 ® ■� ORIG. COPYRIGHT DATE& JOB NUMBER: TOP, MIDDLE STUD NAILS: EDGE NAILS: FIELD NAILS: STUD NAILS: 1-24-03 03080 AND BOTTOM Ibd AT 24" 0/G 8d* 0 6" O.G. 8d" @ 12" O.G. I6d* (4 12" O.G. BLOCKING OR AROUND ALL ON ALL FRAMED TOWNSHIP: SOLID STUD EDGES MEMBERS NOT AT PANEL EDGES CITY: STATE: STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AS FOLLOWS: FOR 3/8" OR 5/16" SHEATHING, USE 13/8", 15 GAUGE OR 1 3/4", 16 GAUGE BLOCK: LOT: FOR 1/2" SHEATHING, USE 1 1/2", 15 GAUGE OR 1 3/4", 16 GAUGE TITLE: TRAYG0 BUILDERS LO MO icon A 38 DRAWN BY: JOB NUMBER: SHEET NO: DG I SOR © SCHOLZ DESIGN, ALL RIGHTS RESERVED DATE: 8-26-13 SCALE FULL 5F © SCHOLZ DESIGN, ALL RIGHTS RESERVED 9_COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLZ.SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO 1E> INDICATES VALUES USED IN STRUCTURAL DESIGN TEMPERED GLASS NOTE ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. DESIGN LOADS EGRESS NOTE A PAYMENTSO OFA A HOUSE IMFEEUFOR BUILD PLANS SANY A ONE TIME NAL DESIGN STRESSES LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL ALL LOADS LBS. PER SQ. FT. ON HORIZONTAL PROJECTION USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE Hazardous locations. The following shall be considered Exception: The following products,materials,and uses are PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN IMINIENNIIIIMIk hazardous locations for the of lazin from the above hazardous locations: NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION Emergency egress required. Every sleeping room shall specificpurposesglazing: exemptFROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF Pounds per square inch have at least one openable or exterior door approved for FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES Structural design based on loads indicated except as otherwise noted. Builder shall be responsible for adjustment of emergency egress or rescue. The units must be operable from the 1. Glazing in ingress and means of egress doors except jal- 1. Openings in doors through whcih a 3 inch(76 mm) structural design to conform to other conditions,loads or code requirements. 1.1 Spruce Pine-Fir No. 2 inside to a full clear opening without the use of a key or tool. ousies. sphere is unable to pass. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, Where windows are provided as a means of egress or rescue theyDRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY � OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY Fb=875 shall have a sill height of not more than 44 inches(1118 mm) 2. Glazing in fixed and sliding panels of sliding(patio)door 2. Leaded glass panels. OTHER RELATIONSHIP WITH SCHOU. HOMEBUYERS, SUBCONTRACTORS, Bendingabove the floor. assemblies and panels in swinging doors. SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH Horizontal Shear (includes shear stress factor H x 1.5) Fv=105 3. Faceted and decorative glass. THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY I> ROOF (composition or wood roofing) ROOF (composition/wood on trusses) Compression parallel to grain FC=1100 Type of lock or latch. All egress doors shall be readily 3. Glazing in storm doors. ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY openable from the side from which egress is to be made without 4. Glazing,Item 6,when there is an inter- WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE Roofingeck10.0 Roofingeck10.0 Modulus of elasticity E=1400000 the use f a key. 4. Glazing in all unframed swinging doors. vening wall or other permanent barrier between the door REPRESENTATIONS OF BUDDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY Decking 2.0 Decking 2.5 and the glazing. RELATIONSHIPS WITH BUILDER. Framing 3.0 Framing 3.5 1.2 Hem-Fir No. 2 5. Glazing in doors and enclosures for hot tubs,whirlpools, BendingFb=850 saunas,steam rooms,bathtubs and showers. Glazing 5. Glazing,Item 7,when a protective bar GENERAL NOTES DEAD LOAD TOTAL 15.0 DEAD LOAD TOTAL 16.0 in any part of a building wall enclosing these compart- is installed on the accessible side(s)of the glazing SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL LIVE LOAD 40.0 LIVE LOAD 50.0 Horizontal Shear (includes shear stress factor H x 1.5) Fv=112.50 DRILLING & NOTCHING NOTE ments where the bottom edge of the glazing is less than 36 inches+/-2 inches(914 mm+/-51 mm)above the floor. STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET Compression parallel to rain Fc=1250 60 inches 1524mm above the drain inlet. The bar shall be capable of withstanding a horizontal EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH DEAD LOAD + LIVE LOAD l 55.0 DEAD LOAD + LIVE LOAD �66.0 p p g ( ) p g REQUIREMENTS,BOLDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS Modulus of elasticity E=1300000 load of 50 pounds per linear foot(74.5 kg/m)without OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE 6. Glazing,in an individual fixed or operable panel adja- contacting the glass and be a minimum of 1-1/2"inches AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, Drilling and notching. Notches in the top or bottom of 1.3 Southern Pine No. 2 joists shall not exceed one-sixth the depth of the joist and shall ( CLIMATIC OR USAGE REQUIREMENTS cent to a door where the nearest vertical edge is within a 38 mm in height.) � ROOF (clay or concrete tile roofing) ROOF (clay/concrete on trusses) not be located in the middle third of the span Where joists are 24 inch(610mm)arc of the door in a closed position and FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT Bending Fb=975 notched on the ends for a ledger,the notch shall not exceed one- whose bottom edge is less than 60 inches(1524mm) 6. Outboard panes in insulating glass units and other multi- FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF Roofing 20,0 Roofing 20.0 Horizontal Shear includes shear stress factor 1-I x 1.5 Fv=135 fourth the joist depth. Cantilevered joists shall not be notched above the floor or walking surface. pie glazed panels,Item 7,when the bottom PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR (• ) ] P ] ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL Compressionparallel tograin Fc=1450 properties edge of theglass is 25 feet 7620 mm or more above Decking 2.0 Decking 2.5unless the reduced section ro erties and lumber defects are g ( ) SYSTEMS FOR SPECIFIC SITE CONDITIONS,AS MAY BE REQUIRED, ARE p considered in the design 7. Glazing in an individual fixed or operable panel,other grade,a roof,walking surface,or other horizontal BUILDER RESPONSIBILITY, Framing 3.0 Framing 3.5 Modulus of elasticity E=1600000 than those locations described in Items 5 and 6 above, (within 45 degrees of horizontal)surface adjacent to the DEAD LOAD TOTAL 25.0 DEAD LOAD TOTAL 26.0 Holes drilled or bored in joists shall be within that meets all of the following conditions: exterior. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL 1.4 DougFir-Larch No. 2 2 inches 51mm of the topor botom of joists,and their diame- glassDIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING LIVE LOAD 40.0 LIVE LOAD 50.0 ( ) CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN DEAD LOAD + LIVE LOAD 65.0 DEAD LOAD + LIVE LOAD 176.0 Bending Fb=875 ter shall not exceed one-third the depth of the joist. 7.1 Exposed area s an individual pane greater than 7. Louvered windows and jalousies to comply with the SPECIFIC UTILIZED M A VARIETY OF LOCATIONS WITH A DIFFERENT 9 square feet(0.836 .m.). local code requirements. SELECTION OF MATERIALS, BOLDER MAY NEED TO MAKE ADJUSTMENTS IN Horizontal Shear (includes shear stress factor 11 x 1.5) Fv=142.5 Drilling and notching-studs. Any stud in an exterior DETAILS AND DIMENSIONS. Compression parallel to grain Fc=1300 wall or bearing partition may be cut or notched to a depth not 7.2 Bottom edge less than 18 inches(457 mm)above 8. Mirrors mounted or hung on a flush door or a panel door THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS Modulus of elasticity E=1600000 exceeding 25 percent of its width. Studs in nonbearing partitions the floor. without a cut out for the glass. INCLUDING BUT NOT LIMITED TO NAILING,CAULKING, FLASHING, PAINTING, EXTERIOR BALCONY (wood deck) CEILING (limited attic storage) may be notched to a depth not to exceed 40 percent of a single AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER Decking 8.0 Framing 3.5 3 Lam Beam (Southern Pine 24F) stud widthAny stud may be bored or drilled,provided that the diameter of the resulting hole is no greater than40 percent of the 7.3 Top edge greater than 36 inches(914 mm)above the floor. 9. Mirrors mounted or hung on a solid wall. SUPERVISED WORKMANSHIP FOR ALL TRADES. Decking2.0 stud width,the edge of the hole is no closer than 5/8 inch(15.9 Framing 3.0 Bending Fb=2400 mm)to the edge of the stud,and the hole is not located in the 7.4 One or more walking surfaces within 36 inches DEAD LOAD TOTAL 11.0 Drywall Insulation . 05 Horizontal Shear Fv=200 same section as a cut or notch. 10 (914 mm)horizontally of the glazing. LIVE LOAD 60.0 Compression parallel to grain Fc=1500 .•. - D DEAD LOAD TOTAL 9.0 Exception: A stud may be bored to a diameter not exceeding 8. All glazing in railings regardless of an area or height DEAD LOAD + LIVE LOAD 71,0 Modulus of elasticity E=1800000 60 percent of its width,provided that such studs located in above a walking surface. Included are structural balusterrn LIVE LOAD 24.0 TM exterior walls or bearing partitions aore doubled and that not Ln panels and nonstructural in fill panels. ® `"' p DEAD LOAD + LIVE LOAD 133.0 4 Micro-Lam more than two successive studs are bored. 9. Glazing in walls and fences enclosing indoor and out- rt> CEI LING (no attic storage) Bending Fb=2800 Drilling and notching-top plate. When piping or door swimming pools where the bottom edge of the pool Ce L+-1 in C1 Framing2.0 Horizontal Shear Fv=285 ductwork is placed in or partly in an exterior wall or interior `, N M side is(1)less than 60 inches(1524 mm)above a walking 0 Lv v j Drywall 2,5 CEILING (general attic storage) Compression parallel to grain Fc=2700 load-bearing wall,necessitating a cutting of the top plate by LL I Clg ) p more than 50 percent of its width,the plate shall be reinforced suface and(2)within 36 inches(914 mm)horizontally > ` o Modulus of elasticity E-2000000 with 24 gage steel angle s spanning the distance between the ad a_ of a walking surface. This shall apply to single glazing CC N :E Li Insulation 0.5 Framing 3.5 g gp g ] and allpanes in multiple lazin _ ` Decking2.0 cent Studs' glazing. 0 cn DEAD LOAD TOTAL 5.0 5 Parallam�" POST SIZE "SI MPSON" ABU-88 OR LLl 0 -t 0 LIVE LOAD 10.0 Drywall 3.0 _ Bendin Fb-2900 EQUAL STANDOFF Fe 0 (f) DEAD LOAD + LIVE LOAD 15.0 Insulation 0.5 g STUD CAPACITIES BASE PER PLAN J '- DEAD LOAD TOTAL 9.0 Horizontal Shear Fv=290 , a ion parallel to grain Fc=2900 = Cp LIVE LOAD 44.0 No . Hem -fir columns E = 1 .6x106 U - a) Modulus of elasticity E=2000000 " - Z o fY DEAD LOAD + LOAD 53.0 F c„ = 1 6 6 5 for 4 deep �.�,, FLOOR 1595 for 6deep a: 11%110 J N z "- `�' 6 A-50 Steel (compact sections ex. wide flange beams) 1 5 7 0 for 8" deep ° . a J i . IhmiLw rn J Finish 2.0 a' 0 Q Decking 2.5 Bending Fb=33333 F a = 0 .3 E ANGHOR BOLT _ m z FLOOR (w/ hard surfaces) Horizontal Shear Fv=14500 (I/d)2 PER PLAN z ,, z Framing 5.0 Colum Cap . c� N o U Ceiling 2,5 Finish 12.0 Modulus of elasticity E=29000000 L d n o m L/d F a 4 x 4 4 x 6 a ° ( wDecking 2.5 9' 4" 30 .9 503 6862 1 ,300 111 111 ` N 47 d 0 DEAD LOAD TOTAL 12.0 7 Other LIVE LOAD 40.0 Framing 5.0 10' 4" 34 .3 408 4998 7854 a + LOAD 52.0 Ceiling 2.5 Bending Fb= 1 1 ' 4" 3 7 .7 3 3 8 4 1 4 0 6507 POST SAS! J a DEAD LOAD LIVE Horizontal Shear FV 12' 4" 41 .1 2 8 4 3 479 5467 SGALE: NONE 0 iiiiiil O DEAD LOAD TOTAL 22.0 13' 4" 44 ,6 241 2952 4639 = : = Compression parallel to grain Fc= 14' 4" 48 .0 208 2548 4004 U 0 U LIVE LOAD 40.0 DEAD LOAD + LIVE LOAD 62.0 Modulus of elasticity E= O I L dnom L/d Fa 6x4 6x6 � 8 A-36 Steel non-Com act sections 8' 6" 17 .5 1 5 6 7 3 0 1 6 5 47402 ( p ) 9' 6" 19 .6 1249 24043 37782 Bending Fb=20000 10' 6" 21 .8 1010 19442 30552 11 ' 6" 24 ,0 833 16035 25198 ,.�' ''O,. 0 A8 Horizontal Shear Fv=14500 12' 6" 26.2 699 1 3 4 5 6 2 1 1 4 5 rt°�"' ,I^EC �71>, 1453 17999 Modulus of elasticity E=29000000 1 4' 6" 30.5 516 1 9933 1 5 6 0 9 0 6cl.',41 ,° . ��'''' 0 15' 6" 32.7 449 8613 13582 ''' -9 �',,,-„ r, r > 9 Timberstrand Tm 1 6' 6" 3 4 .9 394 7584 1 1 9 1 8 0 ' q V 17' 6" 37 .1 349 6718 10557 .� .. i`r ' Bending Fb=2600 18' 6" 39 .3 311 5987 9408 0 ,,k.vi - , ‘ Horizontal Shear Fv=400 19' 641 .4 280 5390 8407 0 °+� ' 43.6 4851 7 6 2 3 BASIC SPACING 14-ITC: Compression parallel to grain Fc=2380 2 0' 6" 45.8 2 2 9 4408 6927 *r.`_-p pp{{'� � `�` Modulus of elasticity E=1700000 22' 6" 48.0 208 4004 6292 ''C:ij . .;-2, Irf 14> 10 A-46 Structural Steel Tubing (Tall Wall Framing) 0 0 NOTE: THE BUILDER HAS THE OPTION TO SUBSTITUTE Bending Fb=30667 THE ABOVE SOLID WOOD POSTS WITH AN EQUAL AMOUNT OF BUILT-UP WALL STUDS. WOOD STUD FRAMING TO 0 , e Horizontal Shear Fv=14500 BE HEM-FIR#2 OR BETTER. FACE NAIL STUDS TOGETHER Modulus of elasticity E=29000000 WITH 10d NAILS AT 24"ON CENTER. 2" 0001111 0 FLASHING 0 T #1 r t �TRIM BD. o dilliPv / / o FLASHING /�J ,u .f .,,` o ARCHITECTURAL / " SERVICES L. L. C. , ,---J2� DOUBLE BASIC SPACING WEEP HOLBS @ 24"0/C& THRU BRICK FLASH -, IIII / /..7BRICK VENEER / I _ / op, , Joseph A. St. Jean, Jr., R.A. WEEP HOLES @24"o/c& �_►t 0 ��� Member THRU BRICK FLASH MAN= 57 / _ � o REVISIONS i TYVEK • �� TYVEK • N0: DATE REMARK$: BY: �1� _ _ _ .. 2" 0 26-I3 WORKING DW65. DG LINTEL SIZE PER PLAN / %- BRICKVENTER J A-36 STEEL PIPE COLUMN OR EQUIVALENT II A;/ rd I / COLUMN CAPACITY-K A-36 STL. STEEL BASE PL, 1/2"BOLT W/FLAT WASHER EA.SIDE �� A DIAMETER/ BASE PIPE COL. / �I • SQUARE SQUARE 3/8" 1/2" 5/8" 0 0 ( y PEA STONE CAULK ENTIRE OPNG. � PEA STONE 3" Dia 8.5" 14 T 26 40 .• _uI 3 1/2" Dia. 9.0" 16 _ _ 29 __ 45 O Bolt Spacing TRIC, COPYRIGHT DATE&JOB NUMBER: WEEP HOLES(8124"OIC WEEP HOLES @ 24"0/C& . -- d &THRU BRICK FLASH ° THRU BRICK FLASH 4" Dia. _ _ 9.5" 18 32 50 0 0 ;� I2__._ ,_ .___.w_ _ _ ,• `1 GROUT SOLID Q I GROUT SOLID 5" Dia. _ 11.5" 26 47 74 Plate Thickness Basic Spacing '7-24-03 03080 ,I� f I TOWNSHIP: v .F, <7 _ _ �� 1/8 inch 5 inches ° i-mI7 IiTr-I I- I ,IIIIII�1�� L I-I -I I-I I- - I 3" - 8.0" - 13 23 36 MIN.TO -III=III=III==III=III= 7 ° III=III=III=III=III= q' ��CENTERLINE OF 3/16 inch 7 1/2 inches _ 14 26 40 PREDRILLED BOLT h 10 inches � I I=III=III=1�I1�1- '� <7 I I=III=III-III-III- 31/2" Sq. 8.5 P I 1/4 inc CITY: STATE: ♦ WEEP HOLES @ 24"0/C& -I H I-I H I-III-I J t' 4" Sq. 9.0" 16 29 45 HOLES 5/16 inch 12 1/2 inches BLOCK: LOT: -I I-I -I I-: ' _ _ 3/8 inch 15 inches THRU BRICK FLASH I I-I I I-I I I-III- \� I I-I I I iI l II 11I l l _III-I I -1' 41/2" sq. s.5° 18 _ 32 50 III-I I =1 I I- 5" Sq. 10" 20 36 56 EASE PLATS 7/16 inch 18 inches =1j1 d ° WATERPROOF MEMBRANE ° v WATERPROOF MEMBRANE v 6" Sq. 11" 24 43 67 SGALE: NONE 1/2 inch 20 inches TITLE: • J•", TRABUILDERS TYPICAL FLASHING DETAILS Anchor Bolts -(4) 5/8"diameter bolts_ CI Hlsor"STEEL FLITCH PLATE BEAMA38 FOR BRICK VENEER • Fabrication diagram DRAWN BY. JOB NUMBER: SHEET NO: DG 1301‘ DATE: SCALE: 6 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 PULL © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ \ HdZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCSCHOLZ \ • COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. \` A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME 2x8 OR LARGER VALLEY BOARD. LICENSE FORA ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL \\•, NOTE!AN ADDITIONAL VALLEY BOARD USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE MAY BE REQUIRED TO ALLOW FOR THE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN `\ SEAT CUT OF THE VALLEY JACK TO BEAR NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION , `� COMPLETELY ON THE VALLEY BOARD. FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF • FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. • , •\ BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, s \� RIDGE BOARD DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY , `� OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY E " r..` OTHER RELATIONSHIP WITH SCHOLZ. HOMEBUYERS, SUBCONTRACTORS, , ` , SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITH \ I LN I 0 r------- . THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY \` ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY ' �� , WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE REPRESENTATIONS OF BULDER, SCHOLZ DISCLAIMS ALL LIABIUTY FOR • • ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY •• RELATIONSHIPS WITH BUILDER. GENERAL NOTES // SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL / STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET j/Ø1 VALLEY RAFTERS 16"O.C. EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH MAIN ROOF STRUCTURE REQUIREMENTS.BULDER IS SOL LY RESPONSIBLE FOR ANY MODIFICATIONS / BELOW THE VALLEY. OR CHAN:RAES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE AND LOCL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, / � CUMATK; USAGE REQUIREMENTS. FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT // FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF //// ` NOTE! DO NOT NAIL THE VALLEY JACK RAFTERS PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR ,/ TO THE OVERLAPPING ROOF SHEATHING BELOW. ADEQUATE CONSTRUCTION ON FOUNDATIONS MECHANICAL,AND STRUCTURAL ALL VALLEY LINES TO USE A CONTINUOUS VALLEY SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REQUIRED, ARE /// BUILDER RESPONSIBILITY. BOARD NAILER THAT IS SECURED TO THE MAIN / ROOF STRUCTURE BELOW. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL // DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING / // CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT // SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN / DETAILS AND DIMENSIONS. / // THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS TAVA INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, D E I L O A RATER IT E L L!' AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER SUPERVISED WORKMANSHIP FOR ALL TRADES. SCALE: 3/4". 11-0" 0 N I in o a' � W M SHEATHING LL1 W LU > o _. � N r 0 ( IIIIIIIIIIIIIIIIIIIIIII (n = r N L'-I I �_ MOISTURE L a E ,CC �� i I V BARRIER 3 o (I) o '� A° _ MASONRY VENEER FINISH Q = �_ I- _ - _ _ (MAX.40#/S.F.)0 AIR SPACE _ a, 3 r- C 3 4401F..4r1411' _ I J N z v _J W Q BACKER ROD SEALANT _J CD -ciNib FE, _. VENEER SUPPORTED VENEER SUPPORTED N // ' //' BY STEEL ANGLE BY FOUNDATION 0 `'`� O .. V I (. // G _ 'n W TPICAL ROOF TIE-DOWN. ROOF ASSEMBLIES WHIH ARE SUBJECT TO WINDDIRTIGSLJOINT a � �� ION ` 0 UPLIFTS PRESSURE OF 20 P.S.F. OR GREATER SHALL HAVE ROOF RAFTERS OR Q ` N TRUSSES ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES. A CONTINUOUS fi N HEIGHT OF MASONRY VENIEER FINISH MAY SCALE: 3" = I '-O" N J LOAD PATH MUST BE PROVIDED TO TRANSMIT THE UPLIFT FORCES FROM THE J 3 O RAFTER AND OR TRUSS TIES TO THE FOUNDATION. NOT EXCEED 12'-0"ABOVE STEEL SHELF TO PREVENT CRACKING, VERTICAL EXPANSION JOINTS ARE NEEDED 041 �O _ (FOR HEIGHT EXCEEDING 112-0 REFER 1 I WHEREVER VENEER SUPPORTED BY A MASONRY FOUNDATION 00 � U TO ENGINEERED SOLUTION) 4°7 I I MEETS VENEER SUPPORTED BY WOOD FRAMING. U) t°(I)© 11 I © ROOF Tl — OV4N 1;ETAIJ I �- �� 1 11 I DOUBLE 2x10 BLOCKING, SCALE: 3/4"= I O �-<,--1I I I NI. STEP WITH ROOF SLOPE QED �0� I I I I - -j I �,C.-'1'A 0 ED OT s�, I I ' .^ ° 0 I I I PROVIDE VERTICAL EXPANSION JOINT ] U IBETWEEN VENEER SUPPORTED T- BY STEEL ANGLE AND VENEER '` lr�� -� SUPPORTED BY FOUNDATION 1; � tcf) k Y (SEE DETAIL) F'14, OOD/OSB SHEATHING ----- �� /'" y 1 _ PLYW - VENEER TIES I 1 - II 11 4 I WALL STUDS ----- - _ MOISTURE BARRIER I 1 - I 49/ THROUGH-WALL FLASHING I I I 11 'I I '"" I � I I 1Ii III %11r/ DOUBLE 2x10 BLKG. 1 I _ �_WEEP HOLE 4 'I I II �I�I�I 11 1I I 1 _ _IL _ �I_ _ 11 _ _IL _ �I_ _ — _IL _ �IL_ _11L_ _iIL _ �I- - 11 - -IL _ _ _ _ ■ THROUGH-BOLT, SEE CHART COUNTERFLASHING ARCHITECTURAL FOR SIZE AND SPACING - 1� _ ARCHITECTURAL STEP-FLASHING TJ SERVICES, L. L. C. -,,,. _ ( -• ••,_ - 4,,-- ‘.-<,. <,,-\.--:. - <<,. <, I T — — — — T Joseph A. St. Jean, Jr., R.A. I Member PROVIDE 1' o GAP BETWEEN I REVISIONS ANGLE AND NO: DATE: REMARKS: BY: USE 16"-LONG SUPPORT LOWER ROOF DECK BLOCKS(FASTENED WITH I %-26-1= YVORKIN6 DWtf. DG SIX 16d NAILS)OR FULL- �� LIVE-LOAD DEFLECTION OF SUPPORT I LENGTH JACK STUDS ° CANNOT EXCEED 6"x4"x3/8"L.L.V.STL.ANGLE BOLTED TO L1600 OF SPAN OR I MAIN HOUSE STUD WALL. ROOFS WITH A 0.3"MAXIMUM DEFLECTION. o SLOPE FROM 7/12 TO A MAX.OF 12/12 WILL REQ.A MIN. 3"x3"x1/4"STL. PLATE o WELDED TO THE ANGLE AT 24"0/C TO I - CREATE A SERIES OF STEEL SEATS TO I ORIG, COPYRIGHT DATE&JOB NUMBER: START BRICK. I -24-03 03080 TOWNSHIP: SUF' 'Oi T I N6 MASONRY VENEER lisi MITf STEEL _ I _ _ LL _ _J _ _J11._ ill 11 CITY: STATE: SCALE: 1%2" = I'-O" BLOCK: LOT: DETERMINING SUPPORT-ANGLE BOLT SIZING & SPACING BILE: ANCHOR-BOLT SPACING 1/2"DIAMETER BOLTS 5/8"DIAMETER BOLTS 3/4"DIAMETER BOLTS TRAVO0 BUILDERS 32 INCHES O.C. 4-FOOT BRICK HEIGHT MAX 5-FOOT BRICK HEIGHT MAX * j_ ,VI M a I S a n 16 INCHES O.C. 9-FOOT BRICK HEIGHT MAX 10-FOOT BRICK HEIGHT MAX * . A38 12 INCHES O.C. 12-FOOT BRICK HEIGHT MAX 12-FOOT BRICK HEIGHT MAX 12-FOOT BRICK HEIGHT MAX D' JOB NUMBER: SHEET NO: *REFER TO SIZING AND SPACING SCHEDULES FOR 5/8-INCH-DIAIVETU OR 1/2-INOH-DIANETER BOLTS. D6 1308 /'� DATE SCALE V A © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 FULL © SCHOLZ DESIGN, ALL RIGHTS RESERVED /// \ © COPYRIGHT - WARNING ONTOTUSE THAN INDEPENDENTESEDRAWINGS.BUILDEBUILRDER REGISTEREDAGREESTHAT BY SCHOLZ ALL DRAWNGS IS AUTHORIZEDAND 36" MIN. �,LEAR WIDTH ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE ' 1' BETWEEN F-INISH WALLS DEEMED TO BE LOANED BY SCHOLZ TO BUILDER SUBJECT TO THE TERMS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD FOR of THE REGISTRATION AGREEMENT,AND SHALL BE RETURNED TO SCHOLZ I GUARDRAILS 4 HANDRAILS IS 2004t P.S.F. PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM SCHOLL SCHOLZ L (A SINGLE CONCENTRATED LOAD APPLIED COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO IN ANY DIRECTION AT ANY POINT ALONG THE TOP.) ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BUILD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE I JI1/ " M114. CLEAR W/ PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION ! 2 I/ HANDRAIL ON ON SIDE FROM AN OFFICER OF SCHOLZ DESIGN,INC,CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. BUILDERS REGISTERED BY SCHOLZ TO USE SCHOLZ DESIGNS, PLANS, R7 DRAWINGS,AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY 1 MIN. OWNED AND OPERATED, AND HAVE NO AGENCY RELATIONSHIP, OR ANY — — — — MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD FOR OTHER RELATIONSHIP WITH , HOMEBUYERS, SUBCONTRACTORS, SUPPLIERS, AND OTHERS ENTEERINGRING INTO A BUSINESS RELATIONSHIP WITH 1 GUARDRAILS IN-FILL COMPONENTS 15 200 P.S.F. THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY c? (BALLUSTERS $ PANEL FILLERS SHALL BE DESIGNED I ASCERTAIN THE BUILDER'S CREDIT AND QUALITY REPUTATION AS THEY F: 1 TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE JREPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR 2�' MIN• CLEAR W/ 0 OF 50# ON AV AREA EQUAL TO I SO. FT.) / 1 0 E ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY THIS LOAD NEED NOT BE ASSUMED TO AGT RELATIONSHIPS WITH BUILDER. HANDRAILS ON CONCURRENTLY WITH ANY OTHER LIVE LOAD BOTH SIDES g W REQUIREMENT. GENERAL NOTES 4411 Cz OF WALL SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL BELOW STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET Z 1%6"x51/4" OAK BALCONY 211 EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH Q NOSING REQUIREMENTS. BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS - OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE ' ' / I \ AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, \ CLIMATIC OR USAGE REQUIREMENTS. 34" COVE MLDG. i. \ FOUNDATION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT O 14"- FOR TYPICAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF C` F-- 4 SPHERE CANNOT \ PARTICULAR JOB REQUIREMENTS. PREPARATION OF DRAWINGS FOR 1 PASS THRU 1x8 SKIRT BD. ON /�) 3/4° FILLERS / ADEQUATIRE: E CONSTRUC710N ON FOUNDATIONS,MECHANICAL,AND STRUCTURAL SYSTEMS FOR SPECIFIC SITE CONDI110NS, AS MAY BE REWIRED, ARE a _ BUILDER RESPONSIBILITY. I- 1/2" DRYWALL m 11/4" 5Q. BALUSTER 0 x/16"xYe" OGEE IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL CD (CENTER ON WALL BELOW) ( c , DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING r L� ( o STRINGER MLDG. ► CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN 0 4 v `- SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT 0uJ / SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADJUSTMENTS IN /b"x�/8" STRINGER MLDG. DETAILS AND DIMENSIONS. 1/2" DRYWALL THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS I I146"x5" CPAK 5 INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING, PAINTING, Mb" OAK TREADS 2I — AND WATERPROOFING. BUILDER IS RESPONSIBLE TO PROVIDE PROPER � NOSING. r ‘g, t )1' \- 1 — o 0 a g 1 t SUPERVISED WORKMANSHIP FOR ALL TRADES a' COVE M ,G. ��� , � l3/4" COVE MLDG. 10" •i 3/4" STRINGER BD. / r 14" / i I 311 ! ,, co ' 1 16" � i • o 1LN . �' TYPICAL BALCONY SECTION M ON FILLERS r L 3„ I , C(_� 3/4" SKIRTBOARD �j 1 II I II o `i' r E ,< k) SCALE: I/2 = I -O p `' w 2x12 HORSES >< )7.,,,N. mr Q IIl ib' OAK 11111 N in = QX o TREAD f�3/4" RISER 2x12 RAFT. ` L,� " LJ fY , > o o7 © IS" O.C. > 0 ,. CC /6"x�/e" STRINGER MLDG. _ 5 \O C) N. I o I 2x4 SLOPED STUDWALL m • = L F CC UNDER STAIR HORSE --� 1/2" DRYWALL LLl �. I > Ul 1— t 12r--- 2x8 G.J. 1I V) , 1111114111 IF 11/IS)111. Q 8 16" O.G.CD L HDR. PER PLAN \ Z o 0 J >< f 2xI2 HORSES OR EQUAL 21-6 " _J N 2 / ir J w Q Q o' " v Ea- - IV Z11_O I II U I CD TYPICAL- STAIR SECTION TY AL. STAIR SECTION , YT, o _ Ti ^i € o SCALE: 1�21I = I I_OII SCALE: I/211 = I I_OII - \ — N © _I O r--- \ J 3 O 13'-10 " 1._. \ _(\ 10'-10" co ,:1, i (r) , 00 _\„ ,..r. \ ,,,,,,,-c- 7.114,..,, 1.,. . 3,2, 4 II -mr til�t _-.IL ` 12 in Lu = 8 --- •�-�HDR. PER \ " T 4-101' 1 r 101r. 4. ; , .ts`�„ . lf i/ (.--. / I 2xI2 RAFT. I —� N �t — ��. i © 16" O.G. - I I O mai U.1 r ' HDR. PER , -I = O - PLAN � � I N I Iw tK v� d _, , HANDRAIL ORIF SIZE t THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A ` N I Lu 3/4" RISER '` `�O -IdJ 0,�t,=`� CIRCULAR GROSS SECTION OF 11/4" (32 MM) MINIMUM I O 1 TO 25/&' (67 MH) MAXIMUM. OTHER HANDRAIL SHAPES $ '1'{,,.} 3 „� 41-3 " 4. I�6"x111/4" • `. THAT PROVIDE AN EQUIVALENT GRASPING SURFACE ARE - TREAD PERMISSIBLE. EDGES SHALL HAVE A MINIMUM RADIUS _ - 2xI2 STAIR HORSES OF 1/811 (3.2 MM). � 10'-0" / 5'-I" i / I ` 101-1 " MAIN HOUSE 2ND. FL. LINE r2 i 11 4'-10111 / N I _ 51111 k A,00 x 1 6 I _(\ = I ARCHITECTURAL u u \ u u u T� \ / . \ III Il L_ p-_ _1,_ 4 _ ,,, t„ 1 _ v 4. ' / n1/ Q rnl�r yy SERVICES, L. L. C. m rn n m n o V I N �—I N BM. PER 10" PLANER / —7 - — \ Joseph A. St. Jean, Jr., R.A. G ' PLAN zn ` r , / IL 1 3/4" 145 PLYWD. SUBFL. r4. P Member 1 Q ON 2x12 F.J. 16" O.C. BM. PER r Lu ON `kn PLAN REVISIONS ' O ` -4. - I - NO: DATE: REMARKS: BY: _ �� ad, Lu 10" 8-26-13 WORKING DW65. DG 3/4" RISER Wib 1.11 r O 5 11 3,-e,..1 11 e,, /L `5. 1/611x111/411 kn d 4 - I 4 TREAD 4 ORIG. COPYRIGHT DATE& JOB NUMBER: I 2x12 STAIR HORSES UJ 4 1-24-03 03080 I - � TOWNSHIP: 0 • - MAIN HOUSE 1ST. FL. LINE /(f'- - _ \ - - - - - - - - - - - -a. LLLL _, \ CITY: STATE: *go _I - BLOCK: LOT: r14 ...... . . TITLE: 1 TRAVGO E3UILDERS La Maison O LGE STAIRS SECTION z— A 38 SCALE: COYER STAIRS S!CITION - JGALLC ��S11: I I—O II .,,2ADRAWN BY: JOB NUMBER: SHEET N0: SCALE: 348" _ I1-0" •,2A, DG ISOR DATE: SCALE: V 1 © SCHOLZ DESIGN, ALL RIGHTS RESERVED 8-26-13 I I/2" © SCHOLZ DESIGN, ALL RIGHTS RESERVED © COPYRIGHT - WARNING ONLY AN INDEPENDENT BUILDER REGISTERED BY SCHOLZ IS AUTHORIZED TO USE THESE DRAWINGS. BUILDER AGREES THAT ALL DRAWINGS AND ASSOCIATED MATERIALS FURNISHED BY SCHOLZ TO BUILDER SHALL BE DEEMED TO BE LOANED BY SCHCII TO BUILDER SUBJECT TO THE TERMS OF THE REGISTRATION AGREEMENT, AND SHALL BE RETURNED TO SCHOLZ PROMPTLY UPON RECEIPT OF A WRITTEN REQUEST FROM S0101Z SCHOLZ COPYRIGHTED DESIGNS ARE PROTECTED BY FEDERAL LAW EXTENDING TO ORIGINALS AS WELL AS MODIFIED DERIVATIVE PLANS. A PAYMENT OF A HOUSE FEE FOR THESE PLANS PROVIDES A ONE TIME LICENSE FOR A ONE TIME USE TO BULD ONE HOUSE. ANY ADDITIONAL USE, DISTRIBUTION, SALES OR REPRODUCTION, INCLUDING DERIVATIVE PLANS EVEN IF REDRAWN, OR ANY REMOVAL OF THE SCHOLZ DESIGN NAME AND/OR COPYRIGHT NOTICE WITHOUT PRIOR WRITTEN PERMISSION FROM AN OFFICER OF SCHOLZ DESIGN,INC.CONSTITUTES A VIOLATION OF FEDERAL COPYRIGHT LAWS SUBJECT TO SUBSTANTIAL PENALTIES. Suggested Sizes and Limits •y" FIRE CLAY-� _ -. ' vht rmc cL.v -�_� SINGLE FACED FIREPLACES • BUILDERS REGISTERED BY SUMER TO USE SCHOLZ DESIGNS, PLANS, ��.�� •0 FI ur" LWEF) FWE LINER T aV L The desi n of sin le faced fire laces has been well doe• The figures that are listed here are typical sizes found �I I�I�II A rT •,: NOMINAL r' � �� �� NOMINAL I" l b, a\ 9 e p DRAWINGS, AND THE SCHOLZ TRADENAME AND LOGO ARE INDEPENDENTLY throughout the country. For specific areas, the local DOUBLE HEADER r ' --` -..Bond • � iA yY° nl'Mf AIR SPACE �\ G "` AIR SPACE G be ended,thus a reasonably accurate setofdesigndimeo-9p Beamo a. \\.\�Il \\ •z,T,�`. \\ sons of fireplace openings,dampers end flue linings has OWNED AND OPERATED, ANDHAVE NO AGENCY RELATIONSHIP, OR ANY D department of building and safety should be con- © ( --B B \ \\ bean developed. OTHER RELATIONSHIP WITH SCHOLZ, HOMEBUYERS, SUBCONTRACTORS, (411111\\‘ki, FIREBRICKRECTANGULAR 1L ` �\ MX\0 SUPPLIERS, AND OTHERS ENTERING INTO A BUSINESS RELATIONSHIP WITHtaCted for fP-cise limitations. Mortars tl■ + as on q• n r\ ``\\. Sin a faced fire laces can be efficient radiant heaters. p These letters COfre- / ► t\ is MAr rEL� i' c SMOKE g' oCaD •r Cap \�\ FLUE LINING (STANDARD) OVAL_FLUE LINING , CHAMBER The amount of heat radiated and reflected into the room THE BUILDER DO SO AT THEIR OWN RISK AND SHOULD PRUDENTLY spend to Figures 18.16, 18.17, and 18.28. NR-1/ I I rAREA NOMINAL AREA H SMOKE V\ \SMOKE \\\\,b\\\��� �<.v is dhectly proportional to the masonry surface area ex- ASCERTAIN THE BUILDER'S CREDIT AND OOALITY REPUTATION AS THEY .I) '� v �f ill \ Q 5 IN. A B T SITE 54 1N. A 8 CHAMBER \ t SHELF \\\\\`t1.�\\\�7 \\!.'a�I h�tOKE posed to the hie.The Rumford fireplace is a variation ofL, dP x - ` � \\\\\�\ `,�\. ` ( G 1 ( 1 � WITHHIGH-�_bS \\\/ �I.tYQSHELF WOULD IN BUSINESS DEALINGS OF A SIMILAR NATURE. DESPITE THE A. Hearth slab thickness-Most o s require 4 ti, Clearance ,,,. H Ina single faced fireplace with a xnsaow rlrebox,a nlgn10'0"Mln. , 51 A/+ fl,/,'' /s" 8'/s"x 13" 69 81/a" 12/ DAMPER \V �P._RGMr3 FORenEG y Ry�YS\/ 11 WITH a - - UAMF kNtPARGNG throat,and widey splayed sides,all leaturrs for optimal REPRESENTATIONS OF BUILDER, SCHOLZ DISCLAIMS ALL LIABILITY FOR minimum thickness. Some will allow the slab to / � Spark Arrester � 8,r,,, t3" 1/a• 814"x 17" 87 8Vz" ts4„ . direct radiant heating.Screen - ` : STEEL ANY ACTUAL OR CONSEQUENTIAL DAMAGES ARISING FROM THIRD PARTY be tapered, 5" at the beginning and 3" at the t � � 108 8y," 16 _ 'la` 10' x IS" 112 10" 17a/." �\ � •\\•L\\\\• ANGLE v•�: Effective l R 1` \ WALL _ __ ��.� ia\`\��\\�� lJ In addition,the energy efficiency of new fireplaces can be RELATIONSHIPS WITH BUILDER. outer edge. /f1° 1 \ \\\\�\ 125 13" 13" 7/e" 10"a 21" 138 10" 21" STEEL \I\ 1�\�!\\1,\� �1 �I\ .\ improved by: Mortar Cap. -- _�-_ _ - ANGLE 3 \\\\���� ` •��\ B. Hearth slab width-This is measured on each Flue Area I ; \NON-Ct]MBUSTI�`\ Ise 13" I8" '/e" 13'•x 17" 134 126/.'• 1614^ -r,-4 �� �� -._____ �+ 0 b a ssai 1.Placing the fireplace on the interior of the house,pref.`�fJ �_ - • FIRESTID PIN(, I 0 74 --- \i`_tt,S,:� IREBRICK 1■ .\\\fit\\� erabl as close to the center as possible. GENERAL NOTES . u Bond ' v side of the opening. Ei ht inches is suggestedi: - I"BELOW BOTTOM 232 1s" 19' Ilya" 13"a 21" 173 12'4' zr' S!�\1.\. . t A�� g 99 / © Beam _' 'I OF JOIST _.-__ \\\\�� 1.. FIPEBRICK Wm s.li�� 2 Supplying outside air for combustion and maintenance SCHOLZ PLANS AND SPECIFICATIONS GENERALLY MEET NATIONAL for an opening of less than 6 square feet and 12" Bond Flashing �` A _276 20" 20' 114_ 17"a 17" 171 16a/.' Isar \ IN tt . .ma.wg' of positive room pressure. p g q \ J Beam f � I�� I= :411'1,1 It 11 'i t�\ S P'' \�•. STANDARDS AND CODE REQUIREMENTS. THEY DO NOT NECESSARILY MEET for an o enin of more than 6 s uare feet. . Z 1 339 20" 24" ~1 Vz" 17"x 21" 223 16'1•" 21' 3 Providing glass screens to prevent unwanted air inrll-/ IHOrizontai nil�l� �I� "i �c�s �w-r -17 w- o �III��� I �fleinforcin STEEL JOISTC000L � 420 24" 24" 1 /s" 21"x 21" 269 21" 21' FIREBOX ,T ` 4V� 5 - �� vvat'on. EACH INDIVIDUAL STATE AND LOCAL INTERPRETATIONS OF SUCH C. Hearth length-This measurement refers to the .- i� - N W�IIIt _ IRI 9 FIREBOX- �`O REQUIREMENTS.BUILDER IS SOLELY RESPONSIBLE FOR ANY MODIFICATIONS / W I HANGER TRIMMER distance in front of the fireplace. Use 16" for ;�/ Clearance t i- Vertical HEARTH S w HEARTH = G OR CHANGES NECESSARY TO MEET SUCH INTERPRETATIONS OF STATE openings less than 6 square feet and 20" for Flue O Ii I '1[�L © FIREPLACE$ BACK TO BOCK IN AIR R a l Reinforcing PARTY WALL `i \>�2 CHIMNEY (:. \� a •v O 10'0"Min. �'N -i I I 3I `\� " INLET AND LOCAL REQUIREMENTS OR REGULATIONS OR ANY SPECIAL SITE, opening greater than 6 square feet. e.aw% I 1 CRICKET 1�� �: GRILLE ` y • i` I` .f.. / CLIMATIC OR USAGE REQUIREMENTS D. Hearth 1reinforcing-Number 3 rebars at 6" ,� Anchorage �� ! A• Ei :�\\\�\\\\�\ & j JgaL,\v '� " ,(�I DOUBLE HEADER e.T1\- Iii y • • `Ii�S db _iIIII I -- ;% . t ?� ��\\� \" FOUNDAiION AND ELECTRICAL DRAWINGS ARE ONLY SUGGESTED LAYOUT /�' �„/ Flashing S 11 1 2+�y, �iWI !� • \`I `19L�\\ \\�\ FOR TYPKAL AVERAGE CONDITIONS WHICH MAY BE UNREPRESENTATIVE OF o.c. when perpendicular and #3 rebars at 12" i� �;. Clearanu - g �I �f'�I 2.. 1146'.e" .k' Z \� CONCREre '4 O lO\\,T,\\\ CONCRETE �\ w.10 ^ vi O.C. parallel to the front face seem to satisfy - - + Anchor 1111- -•TYP RECTANGULAR '• SLAB Z�,�\\.,�\\\� \\\� SLAB V. VIN ER+rt•. iswB ,rr`\ E{ 1��\' '(J on. ' i rR RE\ , Ste X&\\\Nab ,. PARTICULAR JOB REQUIREMENTS, PREPARATION OF DRAWINGS FOR it - !tyro t�IV _ ilti■U Stra ,II'` - � FLUE LINING(MODULAR) 1 i\ �j NOMINAL I"� / I40MINAL ,•' most requirements. 4 0 Anchorage _ J _�_ p \ Ss �, s.`, a - RECOMMENDED DIMENSIONS FOR ADEQUATE CONSTRUCTION ON FOUNDATIONS,MECHANICAL, AND STRUCTURAL I, T I \\\ 11011 J - ��6` AREA 11, AIR SPACE WITH OIR PASSAGE AIR -COM WITH WOOD f9URNING FIREPLACES [IN.I E. Thickness of walls of firebox-Most codes re- K eons 1j�j / -t Int - il�. LLL�I - aesu IN.1 A B r 1+;� NON-COMBUSTIBLE NOMINAL 1 UETIDLE SYSTEMS FOR SPECIFIC SITE CONDITIONS, AS MAY BE REWIRED, ARE 8!!111 11 �Il�l \�\\\\\\\\\\\\\\�\\,{ �I�• \ INSULATION INSULATIONquire at least 8 inches thickness, of which 4 -._ .,..��• I „ ��II ��'�� 57 a" 12" ii ;\• j\ SIDE SECTION SIDE SECTION TYPICAL FIREPLACES BUILDER RESPONSIBILITY. Anchorage IIS ,I ,x 1I 1K"Min,grout between u -^^-t"'„1 FLUE inches must be firebrick. When firebrick is not �I ltt� `', ,�(� ` 2-s"Bolts $ ( E _ 4"concrete masonry and �����.���� 74 17 12" Ve• I \ ,r FLUE CLAY-�.+I II FIRE CLAY-.+I h I LINING IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY AND CHECK ALL /I II �� 87 12" 12" rya•• FWE LINER II II FLUE LINER I' 1 FIREPLACE BACKWALL Ir,,n'i nr SMOKE used, the thickness increases to between 10 and Horizgntel ,r° Each strap - clay flue lining S I EEL JOIST NON-COMBUSTIBLE J G lr ' , OPENINGS (INCLINED) Dim.) CHAMBER DIMENSIONS, MATERIALS, AND FRAMING DETAILS BEFORE BEGINNING Reinforcing t"•r Detail for II III ��1I1 HANGER FIRESTOPPING TO ile 12" 18" 1" INSULATION OF CHIMNEY FRAMING U G I 12" O '' I / •�I1 f)I�III IN MEMBERS AT A ABCDEF G H I J CONSTRUCTION. SINCE THESE DRAWINGS ARE GENERAL RATHER THAN full masonry I" BELOW BOT TOMy r Ties l I 1 W �'� = - flue Lining of Jolsr 162 • 16" 16" 1'/y" s F. Distance from lopof opening to throat-Some A r11 0 wall , / Is 24 24 16 11 14 18 8 x 12 19 10 32 SPECIFIC UTILIZED IN A VARIETY OF LOCATIONS WITH A DIFFERENT p g AN Ill I CHIMNEY IN PARTY WALL 208 16" 20" 1'1." / ‘ areas allow you to go as small as 6" but an 8" / Clearance ft 262 20" 20" I /o" /. % ,'SIA 1KE" 26 24 16 •15 14 18 8 x 12 21 12 36 SELECTION OF MATERIALS, BUILDER MAY NEED TO MAKE ADXSTMENTS IN I a SMOKE r'HAM eLH 30 29 16 17 14 23 12 x 12 24 13 38 • Veneer ,It 1 illi FtREPLACE6 CONBTRLICTED 'S r CHAMBER y\ '>< ' - 3G 29 1G 23 14 23 12►12f 27 16 44 DETAILS AND DIMENSIONS. minimum is recommended. I ;�- I 1 el H / H ' J - m [ no I INTEGRALLY WITH BRICK 320 20" 24" 1'h" r32 P lit PARTY WALL 4 / J !• A;_ 42 16 29 14 26 16x 16. 32 17 50 G. Smoke chamber-As shown by the drawing,the Clearance / 16"Min. _� Ir 48 32 18 33 14 26 16 x 16 37 20 56 Wall Thickness "l a :::Trci'l. 385 24" 24" t 4" _ C-0 e ;r HIGH THESE DRAWINGS DO NOT PROVIDE SPECIFIC DETAIL IN MANY AREAS �� I I �* FORMED 54 37 20 37 16 29 16 x 16 45 26 68 edge of the shelf to the inside front edge of the ..1'.-81'4 M I FIREBRICK 4" 2''TYP e� � DAMPER t 60 37 22 42 16 29 lux 20 45 26 72 INCLUDING BUT NOT LIMITED TO NAILING,CAULKING,FLASHING PAINTING, \ ITS(- f1 DAMPER , E 1 1 �-- 60 40 22 42 16 31 16 x 20 45 26 72 flue is measured to be. The rear wall thickness -111110 1 + n `I�!_�CI�`I h1) � I, r I I AND WATERPROOFING. BULDER IS RESPONSIBLE TO PROV1DE PROPER \\'// F 72 40 22 54 1R 31 20 a 70 56 32 84is 6", and the front and Side wall thickness N } II {{ n u ) DimENL 'mss , 1! I I t STEEL ANGLE. , I fit-- 1 0 1 STEEL ♦raGLE� , SUPERVISED WORKMANSHIP FOR ALL TRADES. • Parge with '' - I II IV a Iti Er' DiIVIE'AL \,:T fTi -'t-r----'- I I_ IIM �� ^-t,- - ---� Horizontal \ A rr Oki- 'T' ■should be 8" or more. MA a9• I', g / DIAMETER( gyp{ x..11. ■��t�wrl�.■ 1 I�money 'Ili IIc o ��� rl . *11 RElnforcin Ties \rax‘,.___w„,\\ 01,,,,\ --.` iI / -"e�. ,U , . 11•-�arr� r-- ,�' ___. - - - RUMFORD FIREPLACES H. Bond beam-If required by local codes, this re- Smoke = . �\\\�\\\\\�\\\\\\\\\\\\\\\O\ nNTLRIGn s,ti��I-I► ��r����11f� �] ■ 1 f 3s 3z 1s ,9 is 25 12x 1s 1a l0 27 1 ... c 8 SHEET 2"NON-METALLIC ;.- iZz I�kwl�efinevt■I■��1`. w� tt■ __ 40 32 18 19 19 25 16 x 1G 16 15 29 rl y }" Chamber `_ '....� r , ��� ! ROUND FLUE LINING METAL OR WCOMBUSTIBLEFILL eli�l�`_�����_ tr�_ _ ■ It.mtllma■uirement can be SatlSfieCt b two bars at the I _ '/' \ �` T_ T40 40 19 19 19 30 16 x 16 15 15 29 G t r - \\ \ 111 LATH SUPPORT .weelltwmUU.I���■�� -� wl� fly _n - c • `,;0 1 ` AREA 11 ��� �- 1 _ T..._ •■■ '� I t. --. 48 40 19 19 19 32 16 x 211 18 15 35 top bond beam 4" high and two } bars at the to4 Nril �/ Min. 1 (SQ IN.I A T LlNGTN BRIGIi CHIMNEY CONGEALtD �_�� �� „wsr I � q8 48 20 20 20 40 20 x 20 1A 1ft 37 p p s•`1 DCtall With o +"'�-' , CANTILEVER Z I'a' -'-- �4 franchorage bond beams 5 high. xI-o IIfI a 4' Thick ` - •/ • 47 8" a/... p•.0" BEHIND STUD WALL bf l- ���r1.111 �i �■ lam[ C 54 48 20 20 20 40 20 x 20 23 18 45LWaod Mantel Mj •- f �twllr ■MI■I�I•M■� �1��l �_� ■1 i�� trtt!•��A���I �■� 60 48 20 20 20 40 20 x 24 24 18 45 �'r.PMin. `,)/ o. o �i• 4� Masonr Unit DOUBLE t 74.5 10" ye" 2'0' \ FIREPROOF 1IJ. Horizontal reinforcing-Again a concern onl IY ' HEADER m ' M • Y ;•;. -3 -© Parge with t - __i ���� �II ` 1 ' r II\ FILL li4M.. . ��N■1• •I ■ -_ Vertical ►'♦ / • 3 108 12' 1" 2'•O" "- for earthquake zones. The most severe areas are '.1.•q _ manor ( F I u n ;t I =' a j 4"------ . -,o } O • . _ " WI Vertical Reinforcing ��- '�-�1 in 15" 1 a" Y•0" AIR- A A in 1„ 18" ,24" H RainlOrcing {', ti Damper 0 a A Ill r I 1/ eery \Ifl satisfied by a , her at between and o.c. Y' a SPACE k -k k 10.1 `µ` �A ( 20"Lap if spliced tc 240 1e" 1';." 2'-O" minimum. Notice that it is called out as " rather r Lintel %�I STEEL JOIST NON-COMBUSTIBLE ° I� FRONT ELEVATION FRONT ELEVATION •, iii LLI gook CI a) l '�•✓.• I Lintel A ( f+/j © footing dowels. , than #2 bar +• .E HANGER FIRE6TOPPING TO 298 20" 1 /e ' 2.0" INCOMBUSTIBLE Firebox Inside Hearth ( Outside - O I /,; (L.A.City Code r' BELOW BOTTOM 433 24" Y/." t.0" BOARD ��i OF JOIST K. Bond beams-As the above, this requirement is ��` No splice) \\I \\��\\p jjj\��\`\\�\\\ ,W/� Mq wall r zo'®I Hearth OLL O -- I111 FLOOR FRAMING AT FIREPLACE BRICK CHIMNEY EXP06EO \ ��`````l�\�1\\```\1111111\��` , V N for high. cake zones The need is satisfied © Fireback nr- \ \\ sr) 9 q Thickness .'� Fireback Tie it floor CLAY FLUE LININGS CWIMNEY FRAMING AND ;� \:.,\` ,? �^^�RCy�`\ Q M bythe use of two # bars (called ties at this lo- r/ u Inside Hearth r,,r,:::11,101jj � � � "°' �\ W Hearth ;SI� is C i Firebox Walt INSULATION \ \� \ \ r \ LLI W cation) in the capof the Chimne and two # tie ttaot•- = n 20" DOUBLE NON-COMBUSTIBLE Y } {ear e Thickness MEAGER HIG10 FIRESTOPPIN3 bars at the roof anchorage. 0 I" -. k -,t!'. • • '1 !GutsideeHHearth '_ _i; Min. � O \` ��� \\\\A# \\ s NOTES 9 FIREBRICKFIREBRICK \ 0 Slab Thickness A Ash I %I'L Footing Width ■,� rim \ I Availability of specific clay flue lining shapes 4. Areas shown are net minimum inside areas �\ •y 'i„..::.. LlJ.._CC Fireplace lintel-The lintel should be made of Dump HHrth Slab O �� ! �.I varies according to location. Generally,oval and 5, Wall thicknesses shown are minimum required. �T NOMINAL t" •-NOMINAL CO LLJ 0 •t ' ' ReinlOrt' • �� a`\\"``"�� ifi"MIR.afOUnd \\I\I �I 91 7 ,\\�\� round flue finings,used in constrxtion with steel Flue dimensions ±'!z in.about the nominal \`\\\\ aR sPACE �\ AIR SPACE ��\ U) = s` N 41\ some incombustible material such as steel. The © •- ptional O 'n9 • - i _"Will] �t � vary m y Clan Z. v '.• . I ° free standing fireplace `' reinforcing bars,are available in the western states, sires shown. s" e" j�s" LLJ ('� Footing T , Footing ' '; ' •'° -Jr + 1 " ; �� whi•e rectangular flue linings are found commonly MIN. MIN 1 ori r.I. t LLJ size varies depending upon the opening and the II Out O 'Grade I' i• 11,1%. .. ���\\\\-\\\ \\\�5.�\\q,`°Iy 8. All flue linings rested are generally available In O Width ` width s ' �_ to o' i .%.1s„, N \_ throughout the eastern stales, Check with local 2 ft lengths. Verifyother lengths with local O HEARTH fY 3 DC weight to he carried. A steel angle is the most -, _1111=1111 '"`"" �' ° •° . ' • „-f,'''''-'7 Natural \\\ ,s, N., rnaruraaurersloravailabletypesandsizes Supplier, g HEARTH N Q 0 II�11It=. 1111=-iRl= /1• I. ! �..�. � ! (/� J v popular. Sizes range from 21" X 3" X; " mini �,� ��� 1 • I d Grade / 2. U.L. approved Iiglltweight concrete (lues are 7, Fireplace flue sixes:One tenth the area o1 fireplace p Footing r . • j' •• CANTILEVER a"- availaole in the western states in modular sizes J „ Reinforcing for T o opening recommended; one-eighth the area of 1 Q = mum to 4' =4 X i". Whatever the size, the lin- I Depth O j a x a in.and 16 x 16 in. chimneyhigher = 1- (tee standing ;I. -•�y,': ps _ _Bars in FRAMING AT FIREPLACE HEARTH LEVEL openingrecommended if is than NOTE IN SOME AREAS,THE FIREBOX I$ Footing B£T 1'• LOWER THAN THF HEARTH tel should bear at least 3" on the ends. fireplace only I 1' '•• ' T I 'e'�a -"a 3 Nolitiv,l Ilue site lOr «ud flues +s interior 20ttandrectangularfluesareused;one-twelfththe _ a) _ -_Jy Depth l -•,.~' rT� r Concrete Footing diameter;nominal flue sizes Ni,stxxlard rectongu- area is mininlunl reyuaelm.vilify with Inst codex PLAN 0 0 M. Walls with flue lining-This dimension includes -L ..�---�•-• - ' ' --rL' lar flocs are the exterior di mCrisions and, forPLAN C 3 Alternate 1m Free B Flue area should never be less than 70 sq in,for s„ Z �-•t L.- W uare- W$Square•~ Alternate for Free modular flue linings, the outside dimensions fireplace of 840 sq in.opening or smaller. the brick, the grout (approximately 10) around �L� Standing Fireplace I-, s1 Standing Fireplace HEARTH FRAMING plus'/a in. RUMFORD FIREPLACE SINGLE FACE FIREPLACE w . ii - Z U the flue lining, and the flue lining itself, which is a 3"Cleer minimum of 4" to the outeide face of the chim' J W en __-I nay. BRICK FIREBOX AND CHIMNEY BLOCK FIREBOX AND CHIMNEY QNibo m N. Walls with unlined flue In the majority of FOR WOOD F L 0 0 R. ON CONCRETE SLAB. _ Z cases, this dimension is a minimum of 8". When STONE OR G MtrEY -� ) �� IV _ •• '-.---- .CONCRETE 1` `` (D the chimney is unlined, there is a possibility that Figure 18.16 Brick firebox and chimney for • • Hc / O g Y Figure 18.28 Concrete block firebox ��(I) some heat will be lost, thus reducing the uplift a wood floor. (Reproduced from Residential and chimney on concrete slab. (Repro- • • "�, • 4 / �% ,/ � / \,/� ♦rte ► LU (/) iFireplace and Chimney Details with permis- duced from Residential Fireplace and a � LU ktiW car�abilit of the chimne The chimne de ends. QpYY• Y pP rY Y P 3 - . ' ® lPOTCHIMNEY4Oon the principle of heat rising• cion of the ublishers, the Mason Institute Chimne DetaAs with ernlission of the of America.) blishers, the Masonr Institute of Amer :: ;/O. Distance between adjacent flues-When two or pa., y � K1THEDEMENT r N J more flues exist in one chimney,the distance be- SMALL CHIMNEY ONE FLUE illEilbr- REINFORCED NNCAME R WASH ` I _J3 0 tween the flue should be at least 4", This 4" di- SPARK ARRESTER Chimney hoods to prevent downdraft due to adfolrlrlg Cnimney hoods also serve as water pratectior fcr Selden _ IDJ -'- - hills, build r v m arc •= rTlension may include the flue lining. �`� � 'r FLUE LINER 'g a I,:ed fl�� //� ) U co • BRICK ^��* - - BLOCK . F s l , 7 TOP OF Ft UE MUST L� r� 0 --,„••--•• I • __";�-`-.) A should be /. greater than 8 in all hooded china- NJithe between flues Is the best method of preventing I (/r P. Effective flue area-As indicated previously, the I \ "/ ,I i a• o. nays eowndnft 2 AboV� ANY STRIICTUI�E © effective flue area is based on the fireplace I \ ! ) 1----47111! �1,�' CAP ANo - 1 11N' 111r'� CHIMNEY HOODS } 10_O T \ 1tV5ID THIS AREA !� opening area. Generally speaking, seems to \� =s'I R I 4 .;tim BOND BEAM CHIMNEY Ilt- - (�, ei CHIMNEY POTbe a widely acceptable figure. If round linings are Lr_-_ _ v ai."s • J imit FLASHING r,\� C•1MNEY' O I ROOF / �� used, as opposed to rectangular lining, some . t N.__ - codes call for a 1 " or jj" requirement for unlined i \II. STRAP u]]]]jj��;�� '�i1► ; POTS l� PLAN VIEW OF CHIMNEYchimneys or those less than 15 feel high. In fact, IANCHORS !1• STRAP--�.some codes also indicate a minimum square 1 J / ON L;114/D RO { � BONG :' I. poi_ ce ANCHORS - � tel.lt01 auvt/0' "��'�,. ,� T/UL 16-• OR )' - T or 50 square I .:::::::..\--. JO .,f2,' " BEAM •1, n _ �/ HEADER ,JOiCT �J ��� ' Joists Parallel /` ostler _ inch, such as round lining ,: q- �. ���._ -,.� t '�, � LD Watt i. CHIMNEY 1 � \ .�� �� .� ���,:�.:. tl z� qDoua_e O inches minimum, 4 a $ I FLUE r'�1l,I ------\ :\� HEr pC¢ y R. Clearances-This requirement must be divided 1 ---- Joists Perpendicular LINING WI ' , p I :ryiil♦ /idt,roy Ninto three cafe Dries: towan SMOKf ' ��1DAMPER e i 1 !$ (I1g I CHAMBER Ir;t alit Unequal projection of flu., lining. (Repro- Height of chimney above a roof1. Wood frame-Many cedes require 2", but �� ; , ,�''sr duced from rlrchltectura! Graphic Standards withi permis " 07 , { _ ., �a.�\q •.L /'! 'Y MANTEL Sion from Melville Publishin Com an / ,,some call for less in specific areas, for exam- ' ' THROAT ! -�•e�G�1tr/ �' ,/ g P Y•) / DOUt3LE HEApER GONCRflTE BLAS vaI t q9` As SHELF pie, ," from subfloor or floor and roof sheath• sMOXE Ilbear i u'%''�s"-. BREAST JOISTSHELF q1 \ l: . •v �`Ing or if the fireplace is ,entirely inside a stoic i�'U �• "* I�IEAt the very top of the chimney wharf= the flues ter /// \ _ :':,-•. ,, , "�" •..FIREBRICK says ''hI ��! e� fAC c ,tune. 'J"'� ji_ X11 r'y�.y � _.:/,� urinate, the flue lining must, at all cost, be kept at un 4"4410„..4, -\\ '�r`�_ _ G` • 2. Combustible material-In most cases, it is 6" I FIREBOX '" y0� � oursloE equal levels. This is to prevent the smoke of one ��• C ys ,t;�lr, \a>/ AIR INTAKE liter to the fireplace opening. I 1'�' . , t,�� chimney from entering another. 7, / 3.Above roof-In most cases, it is 2' O" above BRICK Ell B LINTEL ve- �� �0 f , 5TUO ffi 1 I 140.- 1 PLATT- 111 ® the ridge or the highest point within 10'-0". ASH �'���N '� ,FIREPLACE \� 7r / E \��\ \� �\ -R--� Oil ice. �� . , S. Anchorage-Again, this ie a problem for earth _� _ ..� 1 �' OPENING SUSFLOORI _ �i\.;� Framing around chimney at the rafters.(Cour• " a •\ � �y/ // 4' ( OPTIONAL - t R., `,i'i. �r lesy of NRtional Forest Products Association.) 'tom Gt`UR wai- r quake zones. Two 'or} X 1 straps are used. • These straits are embedded at least 18"into the �� (�� �'�� _,. Ct/0.01 ` . �� STUD t .NIIIIIKOr .chimney and are io be fastened to at least three `� \ (©I +� ito four 'oists with two diameter bolts. If la ,. L '' =' I R •�_ �'' " g QZ � d//011li�� .;.i: Asa \ yEITHER HEARTH �� _ �-�L`" bolts are used, a X 3" will �_�_- E - _. � . -�.r HEARTH <)' V41% ► meet the requirement or six 16d (d indicates �� - -- i'1i■1W- FOUNDATION ` penny, a measurement of nail size 8" Width of Fireplace- B BLOCK !/ �qp `�', ARCHITECTURAL ��/ If the anchorage isi made to the ceiling Opening C Parts of a fireplace and chimney. (Repro- F `� \ r- ` \ ��/ joist, a 2" X 4" is nailed across four joists at 45° duced from Residential Fireplace and Chimney Details with SH;N LEDGER \� �: ��` SERVICES, L. L. C. angle. The strap is bolted, screwed, Or nailed to I permission of the publishers, the Masonry Institute of Amer F_ncsHll�e STRIP `� �� ��,\` this 2" X 4" which is called a runner. See Figure -L Amer- ica.) iti _ _ / Joseph A. St. Jean, Jr., R.A. �/ 1I\ 18 17 PLAN AT TOP OF HEARTH OF OPPOSITE `��' 5ETnc()vERED ' � T. Footing-The footing should be a minimum of FACING DOUBLE FIREPLACE Figure 18.17 Small chimney showing connection of /�O Member Flashing around a chimney. (Courtesy of Na- JO15T i REVISIONS 12'r in thickness and extend 6"to 12"beyond the joist with material variation,plan at top of hearth of oppo- DOUBLE y E site facing double fireplace, and a plan al top of hearth. tional Forest Products Association.) T .lttili E base of the fireplace or ae soil conditions indi- BRICK BLOCK r r r, Cate. `_� r� (Reproduced from Residential , Irep,ar..e and Chimney U. Outside air intake-Six square inches is usually ��.Ni�� iBIEI rill Details with permission of the publishers,the Masonry In• Floorframina aroundForest a fire NO: DATE: REMARKS: BY: place.(Courtesy of National Prod- b-26-13 WORKNG DWG5. DG q ■try I' stitute of A.merica.) � ucts Association.) sufficient. ill -' 1_1I r L 111 r,\ oma. 411400111M I 8" Width of Fireplace B oRIC. COPYRIGHT DATE&JOB NUMBER: Opening c 1-24-03 03080 TOWNSHIP: PLAN AT TOP OF HEARTH • CITY: STATE: BLOCK: LOT: TITLE: TRAVGO BUILDERS L. Misori A 38 DRAWN BY: JOB NUMBER: SHEET NO: DCS ISO HOZ DESIGN, ALL RIGHTS RESERVED 7 DAS-26-I3 SCALE. BULL OSC L