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HomeMy WebLinkAbout29655-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29941 Date: 01/05/04 THIS. CERTIFIES that .the building ACCESSORY Location of Property: 6800 ALVAHS LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 101 Block 1 Lot 19.3 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 14, 2003 pursuant to which Building Permit No. 29655-Z dated AUGUST 15, 2003 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 ACCESSORY NON-HABITABLE, UNHEATED TWO CAR GARAGE AS APPLIED FOR. PER ZBA #5338 DATED 7/10/03 . The certificate is issued to ROBERT S & GABRIELA S SAMOLEWSKI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A , ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A c f hor'zed oignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29655 Z Date AUGUST 15, 2003 Permission is hereby granted to: JOSEPHINE PERRY 8A JACKSON COURT HEMPSTEAD,NY 11550 for CONSTRUCTION OF A NON-HABITABLE, NON-HEATED GARAGE ON RESIDENTIAL VACANT LAND AS PER ZBA DECISION #5338 at premises located at 6800 ALVAHS LA CUTCHOGUE County Tax Map No. 473889 Section 101 Block 0001 Lot No. 019 . 003 pursuant to application dated AUGUST 14, 2003 and approved by the Building Inspector to expire on FEBRUARY 15, 2005 . Fee $ 112 .20 kfath,oXizei COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CFRTIFICATE OF OCCUPANCY r 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: I. 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. i C. Fees 1. Certificate of Occupancy-Newywelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certi9to of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Up ated Certificate of Occupancy- $50.00 5. T inporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / Date. w 7" New Construction: Vj j/O®ld or Pre-existing Building: (check one) Location of Property: C(eL; � Oce House No. / Street vHanalet Owner or Owners of Property: f �oYfolP�n3✓f:� Suffolk County Tax Map No 1000, Section Block �� Lot Subdivision / /Py ir*G/ic6C Filed Map. Lot: {� Permit No. ��SSZ Date of Permit. -�SF/a,J Applicant: b�rf S Sd.dna/e&f k, Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 'Ay,d C i bJ �o Applicant Signature PEALS BOARD MEMBERS �OSu�FO[�L,� 11 Southold Town Hall Lydia A.Tortora, Chairwoman cc 53095 Main Road . Gerard P. Goehringer w 2 P.O.Box 1179 George Horning "O . �' .te Southold,New York 11971-0959 Ruth D. Oliva 4, ZBA Fax(631)765-9064 Vincent Orlando Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 10, 2003 AppL No. 5338 -ROBERT SAMOLEWSKI Property Location: 7800Alvah's Lane, Cutchogue;"CTM 101-1-19.3 SEQRA DETERMINATION: The ZoningBoard of Appeals Ppeals has visited the,property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the'environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 80,005.89 sq. ft parcel is'a corner lot with frontage of 141.14 ft. along Alvahs Lane and 411.61 feet along Middle Road. This lot is vacant land and is shown as Lot 3 on the Minor Subdivision Map of Stanley Simchick. BASIS: OF APPLICATION: Building Department's March 14, 2003 Notice of Disapproval, citing Section 100-33, in its denial of a building permit to construct an accessory garage in an area other than the code required rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on June 19, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct a 24' x 26' accessory garage in a.front yard area 90 feet from the property line along Middle Road and 115 feet from the property line along Alvah's Lane in Cutchogue. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the alterative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is on the corner of County Route 48 and Alvahs Lane. The properties along Alvahs Lane are residential, and the properties to the east are vacant. To the south is a major highway intersection. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The lot contains two front yards I , Page 2—July 10,2003 Appl. No.5338—Robert Samolewski 101-1-19.8 at Cutchogue and the proposed garage will be partially located in a front and side yard location. Also, the septic tank and cesspool,system are proposed in a location south of the house. 3. The relief requested is not substantial. The applicant is placing the garage as far from the highway and street as possible for noise reduction. The setbacks far exceed the principal setbacks from both Alvahs Lane and CA 48. 4. The difficulty is self-created. The applicants became aware of the;requirements of the Code when the property was purchased anda,house was designed with a garage location which will not conform to the current Town Code yard,requirements.: 5. There is no evidence that the grant of the variance will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. 6. Grant of the relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory garage, whilepreserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was!offered by Member Oliva, seconded by Chairwoman Tortora; and duly carried, to GRANT the variance as, applied for and shown on the survey prepared by Joseph A. Ingegno, L.S. dated,December 12, 2002;revised February 3, 2003 and rendition for an accessory two-car garage building. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Tortora(ChaiToman), Orlando and Oliva. (Absent were Members Goehdnger and Morning.) This Resolution was p ed�3 . Lydia'A. To ra, Chairwoman—Approved for Filing 7/x /03 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 14, 2003 TO: Robert Samolewski 7800 Alvahs Lane Cutchogue;NY 11935 Please take notice that your application dated March 14, 2003 For permit for an accessory garage at Location of property: 7800 Alvah's Lane, Cutchogue,NY County Tax Map No. 1000 - Section 1014 Block 1 Lot 19.3 Is returned herewith and disapproved on the following grounds: The proposed accessory garage,located on a conforming 80,006 square foot lot with two front yards in the AC zone, is not permitted pursuant to Article IIIA Section 100-33, which states• "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200, and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear vard." The proposed accessory garage is partially located in both the front and side yards. Total lot coverage would be less than 20 percent. Authorizea S gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. i TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREETVILLAGE DIST.1 SUB. LOT I't or FORMER OWNER N v E ACR, It • a zi H. S p W TYPE OF BUILDING pp ven RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value a LAND IMP. TOTALDATE REMARKS I I -1vfa,4 i' s F Tillable , %w,� FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: � /x/03 APPLICANT: W_Wk&t& ?_1 0LA DATE SUBMITTED: 5j /j/ /03 SCTM#DISTRICT: 1,000, SECTION: BLOCK: I LOT: _iqj_z, SUBDIVISION: bgsr ADDRESS: 6 Acx unjAs I LA. CITY: vn 9�ZONING DISTRICT: Ac CONFORMING? YeS BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- INFO BP -Z/-C/O Z-.INFO /BP' Z/C/O Z- INFO- SINGLE & NFOSINGLE-& SEPARATE CERTIFICATION-REQUIRED Nv NOTES: LOTS 40,000SF-100-24.Lot recognifion.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Mergen(Anonconforming at anytime after 7/1 REQ. LOT SIZE: 7, ACT. LOT SIZE: REQ. LOT COV. S © ACT. LOT COV. ✓ REQ: FRONT PROP. FRONT - REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ.HEIGHT PROP. HEIGHT ru r40A�' .4M PROJECT DESCRIPTION: I_ Cd v4 ESTIMATED PROJECT COST ARCHITECT i WATERFRONT? eo DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or ,< (BED #): DTE: /_/ PERMIT#: TOWN SEPTIC RECEIPT: Y or(gD NEW YORK STATE DEC: PRE-DEC 9n175 YES or 0 ATE: / / PERMIT #: SOUTHOLD TOWN TRUSTEES: Y,�ES,or(s DTE: / ( PERMIT #: TOWN ZONING BOARD APPROVAL: t�or NO PERMIT TOWN PLAN. BOARD APPROVAL: YES or DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o( NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2),ICEDir NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: Q!4 SF SECOND FLOOR: SF ? 7 v OTHER: SF p 1 Z INIT OTHER TOTAL TOTAL: SFFSE FEE FEE 1. ( 61,2qSF)- ou SF)= 9L_f SF X $ 30 =$ � +$ " _+$ $ 2. ( SF)- SF)= SF X $ _$ +$ +$ _ $_� 3. ( SF)- ( SF)= SF X $ _$ +$ +$ =s FINAL TOTAL: $ i 765-1802 BUILDING DEPT. INSPECTION [ •'] FOUNDATION 1 T ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]' INSULATION' [ ] FRAMING [ ] FINAL [ ) FIREPLACE & CHIMNEY REMARKS: DATE ` J3 INSPECTOR I 7"-1802 BUILDING DEPT. INSPECTION [ ] FOUND ION IST [ ] ROUGH`PLBG. [' ] FO DATION;2ND [ ] INSULATION '[ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: y i DATE r(9 Al ©3 INSPECTO M-1802, BUILDING,DEPT. INSPECTION [ ] FOUNDATION IST [ ] -ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INS ION [ l FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE �� �--3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND' [ ] INSIll ATION [ ] FRAMING [ ZMAL [ ] FIREPLACE & CHIMNEY REMARKS: cyr-�I. r7 DATE INSPECTOR FIELD NSPECTION REPORT DATE CONIMED77 „. FOUNDATION(1ST) - ! m FOUNDATION(2ND) O y H ROUGH FRAMING& H PLUMBING INSULATION PER N.Y. STATE ENERGY CODE C /7 FINAL ADDITIONAL COMMENTS O `C m 0 x � x a �r i TOWN OF SOUTHOLD BUILDING PERMIT'APPLICATION CHECKLIST BUILDING ISEPARTNIENT Do you have or need the following,before applying? TOWN HALL ;> er Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL': (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. --y Ios - -- Check `- Septic Form N.Y.S.D.E.C. Trustees - Examined 4�I S_ 20_ Contact: T--be--r Sa v`n o eH.Sk i Approved gj f ,20 7 Mail to; Disapproved a/c / r., a4U.e.AIY ((l�/lgl� - Phone: �S13J --s l Expiration �` /S� .20 �> QB Inspector APPLICATION FOR BUILDING PERMIT Date 2,,�� _, 20 .0-3 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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, aAd 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. (Signature of applicant or name,if a corporation) 7fc,0141WS /t/Y //93s (Madmg addr'ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Lf Name of owner of premises &/-y (As on the tax roll or latest deed) f applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) uilders License No. /y G/-/4yl1^ lumbers License No. I' lectricians License No. << ther Trade's License No. 1' Location of land on which proposed wok will be done: 01 V cep �V House Number Street Hamlet County Tax Map No. 1000 Secti n /� Block ( Lot Subdivision SfAh%v S{ wig it Filed Map No. Lot (N�me) 4 2. State existing use and occupancy of premises and int d use and occupancy of proposed construction: a. Existing use and occupancy N CA I b. Intended use and occupancy o,ra l P 3. Nature of work(check which applicable): New Building_ .X _ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costo a mo F t?t7 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling nits Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy,specify nature and extent of each type of use. �t! e 7. Dimensions of existing structures, if any: Front q Rear - Depth Height --t� Number of Stories Dimensions of same structure with alterations or additions: Front 4 Rear Depth HeightNumber of Stories r 8. .Dimensionsof eptire new construction: Front o2 7 Rear Depth Height a3 Number of Stories O 9. Size of lot: Front / 7,`1 7 / L Rear 2 a 3• 'N ( Depth 70,(W 10. Date of Purchase in Car7' 4&/ Name of Former Owner 2�/41he ��✓ 11. Zone or use district in which premises are situated�' e�/ ✓• �/ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO / 13. Will lot be re-graded?YES NO /� Will excess fill be removed from premises? YES NO X f,4 �dckSan Cf• 14. Names of Owner of premises Te W - r. Address f e ✓` �M-° Phone No. .�4�4rS Orf' Name of Architect 2 Si Address a Phone No /'$°p-J✓n-h 776 Name of Contractor 0 t S, o ewe Address e O° Phone No, 6;3/7 5-71/ 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFi_ R(A er I j5, 5kkn0(e'5 k i being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the� /ra(7f - (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me this day of IE:c b;J C1 20 03 Notary Pub ' 4EE.8AYRE Signature of Applicant p t y pubFc,me of Now Y o.mrsUd in SuVolk C=V ro e-,:'mEMM3/jD1Z13 x SURVEY OF 1 LOT 3 MINOR SUBDIVISION OF PROPERTY - STAN Y -IMMIC --- - - - --- ------ SITUATED AT s CUTCHOGUE oo"," TOWN OF SOUTHOL so°+ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-101-01-19.3 O r^ S>rALE 1"-50' vp'fiG ' e, "�,p co DECEMBER 12, 2002 a//��� FEBRUARY 3, 2003 ADDED PROPOSED HOUSE 4,101 E,�� d meq ` LJ AREA 80.005.89 sq. ft. fro TEST HOLE DATA (AS SHOWN ON MINOR SUBDIVISION.MAP) BROVIN LOINd L aRAv OLMEv SILT q � yeas"..Q• � �� � d SJ MD \\'pJ ns a . a S� 3,13 4 1/Yi - a ' f� a T M rf�. I'LMI.LOT NUMBERS SHOWN THUS LOT 3 REFER TO MAP OF PROPOSED MINOR.SUBDIVISION OF PROPERTY PREPARED FOR STANLEY SIMCHICK PREP H THE M 'VI. FyR 4. EIkYATIQMS ARE REFERENCED TO AN ASSUMED DATUM AD -A?i EMf(AB HEO i P r EXISTING ELEVATIONS ARE SHOWN THUS, 00 q SCA A 3. REFER TO FILED MAP FOR TEST HOLE DATA. gym D ,f�( ,aa p p' �{' .n ° ° \hy 4. MINIMUM SEPTIC TANK RMIACITIES FOR A d TO 4.BEDROOM HOUSE IS 1,000 OALIONS. M•® 1 TANK; S' LORD A'-$ WIDE 6'-7' DEEP i Cj y� 5, MINIMUM LEACHING SYSTEM.FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWAL AREA. co 4 ��Y 77.. q }✓ N�] 1 POOL1 IV OEEP 6 d1u PROPOSED EXPANSION POOL � sr PROPOSED LEACHING POOL PROPOSED SEPTIC TANK ® �A ``1V �o 6. THE LOCATION OF WELLS.AND CESSPOOL$ SHOWN HEREON ARE FROM FIELD N N.Y. . LID. No,-mo, a' Poll..` . a.'. ° j OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. w�wr ONWIHOR2EO ALTERATO OH ADDHON OU Jos B�ph A.�+Mnc�egBno ��q e SOECTI 7 b�iHE NEW YORIt TALE I l"'� , ft { V Q l EDUCATIOpNF LAW, ii��cc O+" THE 14WU.SUu IMEVORm9 INKED SMI.ONOT FR _.. EMDOSSED SEhL SHALLNOT DE CONSIOEREO Ta BE A vAUO tRUE COPY. idle Surveys 6a0dlNelons - Site Plane - Confit Mot{an LOPUt 1 FIPATKINS IN WED HEREON AL L'TD THE PRON FOR WHOM. BOA PHONE:(631)727-2090 Fax (631)727 1727 1 PREP AND ON HIS IF - THE ISTENCE OF RIGHT OF WAYS LE OaMP Y,OOVERNMFNT m ANO , p( H01N4 MTUnON WSrEG HEni,�41+0_ OifIG63 LY7CATED AT M91LIN0 A00RE59 ANq/OR EASEMENTS OFRECORD,IF TO 1Hk ASSRpNEEe DF THE LBNOINb INNgg�ry ANY,' NOT SHOWN ARE NOT GUARANTEED, TIRION. CE RaNS ARE NOT TW4ISFERADIE. 1560 NO"" AVENUE P.O. Box 1031 RIVEi)HEA9, NqR York 4168} R(veYhead, Neal York f190t4 fz , SURVEY 4F LOT T Y SIM �, --- TUAT AT CU CHCCCF t1o, SUF�F&J dolvmC' f NE YORK us. To Ko. t,4 EWAg"'20og y o ou.'�' � 80„095.69' sq. ft, 1.637 dc. EyY,. e�. .F NUMYBKR$4NUWN iMUSYD#k'T. *3 RBPER Tq - GAP OP PRGVosto Amon ov ON QR PRCPEAtP PREPAAER m.P aty SYdiM' w .r 4y�S4.:�' \ u,? 'bs , ✓.AN?' gip+{ - .- 3Y`S, • ',n rr •b. fil\ a C�G 6"� r - 4 � ate, • i ,a+All \\ r N P r ... �N ` .+•; L 111.40 �, a ' tl 7 . ,omW�� � NNP BuMyo — Suhd57F� — 8tks t+kns — Cbnetrrtalloo Idmu1 ��7�1 qg y5 pGFH Nax it r)r�r�namv Fox (Wly*7-1727 - A!] 7N��31�7�P1s R� �� ' 6'� 17E'0 Ai MNkNdG iItlGR€SS NOT %�ANNtE6. ��E AVEtiU(�E, Ail qQz 19A1• i GRADE-TO-RIDGE HEIGHT: 23 !p fr FIRST FLOOR AREA : �p2 `l� rjf SECOND FLOOR AREA: 36O SF GROSS FLOOR AREA: Building Materials List for Plan #984-1 9S / Sf Local building toile approved substitutions may be made to this list- 0 V Variations in construction methods and materials can require modification of this list. Every attempt is made for greatest accuracy, but typographical C or human error is possible. Quantities verification by the materials supplier Is recommended before materials package is finalized and/orshipped. Concrete & Reinforcements For Monolithic Slab/Footing 4) Poured-in-place concrete-------------------------------------------- (min.)13 cy #4 Reinforcing Steel Bar------------------------------------- 3521f 18-20'pos, w/6 x 6-wl.4 x 1.4 wire mesh------------------------------- 624 sf 1561f, 4'roll Concrete & Reinforcements For Stemwall/Footing Foundationv v+ Poured-in-place concrete-------------------------------------------------------------- (min.)13 cy ^^t— '0 #4 Reinforcing Steel Bar-------------------------------------- 572 If 29-20'pcs. rri _/ w/6 x 6-wl 4 x 1.4 wire mesh------------------------------- 575 sf 144 /f, 4'roll Rough Framing �y\Q 3 2 x 4 x 92-1/2" HF/DF "stud"wall framing ---------------------------------------- 100 PCs. 1 'I Lid 2 x 4 x 96" HF/DF "stud"wall framing --------------------------------------------- 8 pcs. , 2 x 4 x 120" HF/DF"stud"wall framing 2 PCs. 2 x 4 x 96"HF/DF N0. 2 sole plate material ------------------ -------- 6 PCs. 2 x 4 x 96" utility grade Interior wall framing -------------------------------- 24 PCs. e c 2 x 4 x 96" utility grade Interior wall plates-------------------------------- 4 PCs. 1 0. 0 2 x 4 x 96" HF/DF No. 2 for plates and lookouts-_---------------------------- 48 PCs. Z 2 x 4 x 96" HF/DF No. 2 pressure-treated mudsill ------------------------------ 13 pcs. U) <. Own 4 x 8 DF No, 1 Garage door header----------------------- 10'length 2 PCs. ...- 4 x 8 DF No. 1 Header---------------------------------------- 10'length 1 pc. LUQ N 2 x 6 DF No. 1 Header---------------------------------- 8'length 5 pcs. a L) 16" LPI 32 second doorjoists 23'-9-3/4"length 21 PCs. IIIA' IIIA' 314 x 1-1/8"thick LPI rim joist material 52 e IIJ� ILJ ff 3/4" C-D APA Plywood, ext. glue Web Filler 4 x 8 sheet 1 sheet A 3/4" T&G C-D APA Plywood, ext. glue floor 4 x 8 sheet 20 sheets r •t , 2 x 6 HF/OF No 2 landing joist material ----------------- 8'length 4 pcs. - II ' II t M7 2 x 12 HF No. 2 Stair Stringer 16'length 3 PCs. I�1jIIL�1 1 x 11.5" o.s.b. BN Stair Tread 12'length 4pcs. 2 x 12 HF/DF No. 2 Rafters 20'length 28 pcs. 2 x 12 HF/DF Ridge board 8'length 4 PCs 2 x 6 HF/DF No.2 Collar Tie 12'length 12 pus, ' l(Illl+` I IIIlIlI1I7�(111 IlLL lyelll III�I TI1 11 2xiOX22-1/2" save blocks wl screened vent holes-------------------- 26 )1(j'/�,'�1VI �IIII�I1�41 I Sheathing Materials 7tIfIr„ 1/2", 5-ply-D APA, ext. glue P I. 24/0 Roof Sh. 4 x 8 sheets 40 sheets fi`( t IN r 7/16" o.s.b. Wall Sheathing 4 x 10 sheets 35 sheets Vapor Barrier Go Roof 15#bituminous fell paper in 36"wide roll-------------------------------- 450 If �, 6��'a 3 Wall 7#bituminous felt paper in 40"wide roll-------------------------------- 500 If Floor.006" black polyethylene membrane------------------------------------- 624 f Siding rlai5 # 984 - 1 ' 8"textured ed o.sos.hsiding boards with 1" lap 1188 sf 2031 If Cedar Trim: 5/4 x 4--------------------------------------------- 10'length 10 PCs. Cedar Trim: 5/4x3- -- 10'length 6,xs. 1,,, 'I ,,r�,ic Cedar Trim: S/4x4--------------------------------------------- 8'length 13 PCs. MDM Wl Z-X l7, li 11 Z `� ��� s `� W Z Cedar Fascia: i x6--------------------------_____________-_-- wien rh 7 s, I ' , mG g PCs, = 12 x }f � 4 ti121 a �40U n' r �. }bFb 2 I z Cedar Rakeboard:2 x 6--------------------------------------- 20'length 4pcs. I ` Roofing Materials I q �- rt a nn Rldg u'unrvamateua'�w�anlec_____________ ______ _________ _ _ 1nAa erivaj.ct fn 28// �4� �.5a 100 7. It rLt$ � I� �n�2 '�i lb 6 l't'I:� \� f, LrO�b mpQ� Q W VVIn il 4030 sliding window(s) assembly----------------------------------- 2 ea. Cj MY q �P4! 4 '✓°i Z- - cl I Lu 5030 single hung window(s) assembly----------------------------------- 2 ea. ` _ P/ L I�4�� L tact `� �A Z t9U�➢�al•6 59��'t 3066 exterior door assembly--------------------------------------- 1 ea _ p I(,.el y �.` /N B'-0"x T-0"sectional garage door assembly----------------------------- 2 ea. Metal Parts ('Oli1 (3tIJ� f� �r1 C2�?� 1260+ bolts: 1/2"x ASTM A-307/A-325, type X 26 PCs. �, I S } Q ,O ���� ---"414- 4" Hex 89 f ' Hex Nuts for anchorr bolts: 26 PCs. F 4• Ivo - � I ' r Flat washer: 2"x 2"square x 3/16"thick--------------------------------------- 26 pcs. r C to Q', ( �4 Simpson H2.5 clips (or equal}----___________-____-_-__-_-___-...-----------_ 24 PCs. , I Id. 4 . �3 �• � IIN i y � Simpson STHD14 hold-".owa scraps (or equal)-------_-_------_-_---------. 4 pcs. Is I_ rn N Q Handrail, 1-112"dia. Wood or metal 16'length �n , J J Q Handrail Support Brackets 3pcs CALCULATION FOR RAFTER/ a1� , \ Z _J Hanger- Simpson U26 for stringers 3 cs. ID U U g p g p COLLAR TIE ASSEMBLY g U M W W Hangers- Simpson ITT316 for single LPI joist 4 pcs. K I- W n n Hangers- Simpson WP1316-2 for double LPI joists 2pc. GFI7.� C \ . j�\' w QQQ 16d sinker nails @ 50 lbs. /box--------------------------------------------------- 1 -50 lb.box �. _ d d to Bid common nails @ 501bs.I box------------------------- 2-50 lb.boxes Gy IZW I Roofing nails @ 210 nails/ Ib. ----------------------------------------------------- 20 lbs. SHEET Bolts: 5/8"dia x 5"ASTM A-307/A-325, type X 24pcs. This design and planset is the property of Behm Design @ 2001. `L. Ma = Q - I'�X x� - l Zoo X 14. 1- I'L V J x 17. U Flat Washers for bolts 46 pcs. Reproduction of any kind is prohibited by copyright law ,without Hex Nuts for bolts 24 PCs. expressed written permission by Behm Design. Plans are sold for 1 (1) one construction use only. Repetitive use agreements are K Note: To advise corrections,please call BehmDesign @1.800-210-6776- - available through' Behm Design. ---- - - - OF UPDATED 11/4/02 NOTFq I TESTED: TO RGEM AND NEWINE 32 PSF DERGN 1 MINIMUM IENpM OP ROUBR WISH IS 51'(7'K PSIED, T Me RDSNNEµD NEGTNE 4E PSF TEST PRESNRES EP STM F-3]0 6 ME STEN NUCEMENT ON DOOR SNG BE COMSISTNR WIN ME DOOR SMbµ. 2. MAXIMUM SECTION XfIGM. 11' r. SIIIUR SECURED.1T N1 LDGTVNS WITH .1. SEWN XEIOF 21 µD 193D'ME TEH SCAM.A'NLl9LE IOe S 0EO BE YSM µY COM,BIWPDN TO A'E .YMVMIWS WDq HnDHR. 0. DLLWIIIY OF SIDE L)CNe GW BE D.I. OR(2 AS fESIED), 4. SENSORS NAr BE INSUIED IN THE W SECTOR. 9. DROP IN ME OF INSIINMN M OPTGNLL C\ OOR COUNALOR) FOIN THE SECTIO)WRTH N IMMEDIATELY ffl II THE NOT PART S WINO LOAD MTEMOMSIO TORSION SPRING COUNFUNTERENIUKDE E \\ TORSION SPRING COUNIERBALNCE C \\V 7 g STRUT APPUEO t'jj. �2y BE BE TOP OF SECTION 14 10 y SRRUT MPUEO JUST F BELOW HINGE v 7 -0• ly MAX. (4) SECTION STRUT APPLIED 2' HEIGHT DOOR 2 BEIAW HINGE ( 12 e 4 STRUT APPLIED OVER CENTER OF PANEL 1S FbG ````�I11111111111f/ ' C E 1 TE13Ox2SDTR NG1�H sirtuTs SEC'-C� VERTICAL�� �WrE•e•••••••. I'1' �i 9'-D" MAX. WIDTH - TRACK, (16 GA.) ALL ROLLER CVMIERB BRACKETS, MAXIMUM SPACING - 19-1/2' WITH INSIDE ELEVATION AND HINGES ME 14 GA LOWEST BRACKET APPROX. 3' FROM FLOOR, 2ND BUCKET �. SEAL 5 NEVI THE HORIZONTAL (j OF THE BOTTOM SECTION, AND ORO I PE NO.024200 f BRACKET NEAR THE 70P OF THE EGMM SECTION '• .+ ` LI6TED TEST REPORTS ON FILE vlo6o 1 Is/01 (Dlofe DESIGN LOAD +32.0 PSF k —32.0 PSF ............11 ��� TEST LOAD +48.0 PSF dE —48.0 PSF fl Ke o SERIES 7400. EXTERIOR STEEL -.017 MIN (AS TESTED) GENERAL AMERICAN DOOR COMPANY r SERIES 7825, EXTERIOR STEEL -.019' MIN 5050 WELINE ROAD e S on dewing only SERIES 7524, EXTERIOR STEEL x024' MIN a MONTGOMERY, IL 60538 CE the The produCl(SY m 012TED) WITH%INCOME IJS r+avA➢Rn Nr.�x•_ A. ill d dTOrihed ion( ®0 GxnuM NRRINuu zZei sIRNs uuD t-Iv-at r. - INT CSent a Donfq tlou(n)s)A DWn DWR CIIL 5ryE SD XM ,RE . . door RDd InetLllRhOo(R) OI REPORT ND, 2202 MpM xflLMT YKWp SRE Ott, TRKK g• % )• Mµ, USED PANEL STEEL DOOR -WINDLMD M32 PSF e door as tested. 9' 7' 1 23" 1 3" 4 2 IN. PADS R of 2 WI3532-1 0 ci d ^ V i.. C d ENS _ NOTE: WHERE SEPARATION IS REQUIRED, Q INSTALL 1.3/4" SOLID CORE DOOR (2660) WITH AUTO CLOSER IN 0 —T o I I D W T FRS F O \ ^ LINES OFI 5T141FJ A OJE U T S C N FLOOR� II Z �LL LL 1 I - O N A R IL / II 0 W J ^ r�01 ` W J N 36• GUARDRAIL I 2 % 4 FRAMED WALL lJ =) Q N OUB - II 3e• x 4e• CO CRETE 0 LA DING DOR (n l/ LINES OF FLAT CEILING ABOVE Z % 4 FRAMED WALL, TYP, 0 I _ g 0 0 2-CAR GARAGE o 0 v CONCRETE SLAB i 'p O V FLOOR w\ p N ELECTRICAL OUTLETS I- p AND LIGHTING p SHALL BE PER OWNER DIRECTION co a co m ' I I 30I ¢I INLINE OF OPEN ml -� G E I DDOOR ABOV --Y--I}- 0 �_-- GM w I LINE OF OPTIONAL76 FT: GARAGP DOOR, CENTERED IN WALL I 3I 0 0 /i I � Owl m / J 0 I CT ( �') (FOR 16 FT D OR U E 4 % 10 HcADER) '� I Z 4% B HEADER 4 % B HEADER I Z 1 GARAGE I DOOR GARAGEIDOOR J CONSTRUCT THESE _CONSTRUCT AS ALTERNATE Z Z BRACED WALL PANELS, a� t SEE DETAIL {�J ti21.o 121.o'I 710 10.0' q"7 z WINDOW AND DOOR SEE EXTERIOR NOTE: Z J HEADERS SHALL BE 2- 2 % 6 HFI, ELEVATIONS FOR FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHER-WISE NOTED WINDOW SIZES OR CENTERLME OF REARING, TYP. AS SHOWN. co Q a' AND FUNCTION Z 6 O SECOND FLOOR PLAN FIRST FLOOR PLAN z o 9 SCALE:.1/40 = T-0' OU U. 13 _ F � O LU CC O 2 X N SHEET 2 OF a E 0 c o� .N d E 2 a 04 3 177316 HANGER' INFILL WALL FRAMING TO MAKE UP FLOOR THICKNESS ITT316 HANGER WHANGERW�P131;6-2 , z01 FOUNDATION SHOWN IS STEMWALL/FOOTINGN JCONFIGURATION. THIB COgNER SHOWS MONOLITHIC SLAB/FOOTING I _ U, d V Ol ALTERNATIVE. SEE / f m 00 1/2.0 % 10' A.B. I ' 36" X 48" w I • I EMBED 7' INTO CONCRETE p I I CONCRETE MAX. 48' O.C. SPACING, I I LANDING t7 MIN. 12' FROM CORNERS w ( 18 WALL ENDS, TYP. I O w o ( 3 ' LINES OF ¢ a w• CONT. CONCRETE I I N m FOOTING i 6 , I BELOW, TYP. � NOTE: T O ¢ I FOR CONCRETE FOUNDATION I F m O 2 s I I DETAILS, SEE TYPICAL WALL 9'CONCRETE I • I r CI' .iO. SECTKXB Cir mI I e �f SLAB W/ e % BW7.9 % 1.4 I _^ � w I I W I I co iu I 1(c-3 • (DOOR ROUGH OPENING FOR 16' WIDE GARAGE DOOR) SLAB EDGE THICKENED TO B.' WITH 1 N4 REINF. BAR SEE GARAGE DOOR DETAIL G I � 7 I —I . I z J a EMBEDDED HOLDDOWNS 2� 0�/.L REQUIRED, SEE z z . OR ROUGH OPENING DOOR ALTERNATEBRACED ROUGH OPENING WALL PANEL DETAIL Q� Q Q ZI SECONDFLOOR FRAMING PLAN DOUBLED FLOOR JOIST FLUSH WEB FILLER FOUNDATION PLAN FILLER BLOCK 1/4' = 1'-0' SCALE: 1/4' = 1'-0' d a F z LU FLOOR PL WOOD NOTCH AS REO-D. Q NOTE: • I! FOUNDATION PLAN DIMENSIONS ARE TO FACE OF z O STRINGER CONCRETE OR CENTERLINE OF BEAflWG, AS SHOWN. Z 0 0. m STAIR TREADS Z Q z 172 J ooa � 1- 0z9 LLI LU cc Lu \ = N 0 cn SIMPSON U26 HANGER Nv/ i6d NAILS SHEET G.W.B. 3 10 STRINGER SUPPORT DETAIL OF i E 2 X 12 RIDGE, CONT. C 2 X 12 1- 518.0 BOLT THROUGH •N RAFTERS W/ FLAT WASHERS AT MEMBER CENTERLINES, TYP., EA. END 2 X 6 COLLAR TIE - 2 E � - -- I31 Bd NAILS Ina a P �\ }1 \c 1 1/2.0 WOOD HANDRAILW/ INTERMEDIATE SUPPORTT BRACKETS, RETURN 131 Bd NAILS _ ( SECOND FLOOR ENDS TO WALL, Typ, (0 N t7 z m -F� /2• NOSING, m\ 0 U R }I ` t� \ TYPICAL (� H m SEE J CEJ ___ LU U TYPICAL -- J= Q N -.L WALL d U SECTION 11( 131 2 X 12 STRINGERStXI ��i o Q 5/0' TYPE'X'GW B. �� TC n � = L, CONCRETE SLAB FLOOR I FIRST FLOOR m FgAMED LANDING r 4 -'- - 65)11ZE cy5 a 10II3 iC011 G O; �RIDGEVENT, CONT. CONCRETE FOUNDATION / V-NPINa � m CROSS-SECTION @ -- W -- I - J — J 3 ^TF L SCALE: 1/4" = T-O" CROSS-SECTIONS ILLUSTRATE O LL Q Q - GENERAL STRUCTURE OF BUILDING. ? ¢ O m F, FOR DETAILS SEE-TYPICAL m w WALL SECTION AND RESPECTIVE m r FRAMING PLANS.. X X N V K ' a 514 X 4 WRAP TRIM /� DRIP EDGE FLASHING LL ART SIDE MEMBERS TO TOP AND BOTTOM. 2 X 6 RAKEBOARD, TVP. DASHED LINES SHOW WALL FRAMING _ III 1- -I- '� EAVE SIDING: DETAIL, - TEXTURED B• O.S,B. LAP SIDING I TYP. W/ 1• LAP, OVER 7A FELT, OVER I 'I Z H N 7/16' O.S.B. SHEATHING 1 II i I OPTIONAL SIDING: 'I Z I _ ]/16• TEXTURED O.S.B.PANELS- J II I _I OVER ]A'FELT VAPOR BARRIER .I-� I� NYOTE, 2 % 6 RAKEBOARD, TVP. `J� -T C_ AIRROW LINE INDICATIONS 2 % 4 FLAT LOOKOUTS! GABLE LOOK- 2 EXTENT OF IN® END TgU55, TYP. �O (D 1 -IIS SPANNING MEMBERS, NOT LET- OUT DETAIL, Z 3 DIRECTION OF SPAN 55LU (Y� Q Q - FOR ROOF SLOPES, J O �} b'GARAGE DOOR --- SEE EXTERIOR ROOF FRAMING PLAN C N ELEVATIONS II - -- SCALE: 1/4" = V-0" II I I RRU IA I _ COGATED-PLA9iIC RIDGE CAP OF GAME IIT II a RIDGE VEMi FOLDS MATERIAL A9 IY OVER RIDGE, ROOFIUG UAILEDTo I 0' % T4'GARAGE COMFORMIWG TO GWEATWIWG TWROUGW B'-B'% 7'-B' GARAGE DOod Z I II SLOPE OF ROOF 514 % 4 8 5/4'X 3 PLA571C VENT. Q CORNER TRIM 1 Z BOARDS F Z 0 o ROOFIWG Z Z U W — _ — L GRADE L GWEATWIWG 0 LL y W - -. - - - _ - - - INF,,. _ U LLy ~ 2 e.L- - - - - - - w 0 w 0MCC LINES OF FOUNDATION � R 0 LL FRONT ELEVATION RAFTER SCALE: 1/4" =.1'-0" NOTE: SHEET WINDOW 8 DOOR SIZES NOTE: ARE SHOWN FT.-INCHES X NOTES AND MATERIAL FT.- INCHES KEEP GWEATWIU(i I IW. RIDGE BOARD INDICATIONS SHOWN THIS NOMINAL, VERIFY W/ To IV* IW FROM RIDGE ELEVATION, ARE TYPICAL FOR MANUFACTURERS SIZES BOARD TO ALLOW FREE - ENTIRE BUILDING, AS AIR PAGOAGE. _ APPLICABLE.. o [)GE RIVENT DETAIL OF S 0 3/+'CAP •N d I TRIM WOOD AS SELECTED 'a zx+ TOP ^ E 13)L E./2� A 3 V/ n 1/3'GW.B. �(D Q 3 O p 2 X 4 PLATE � In 0 1/+'0 LAG SCREWS W/FLAT n / WASHERS,STAGGERED® 16'Or 00 PLYWOOD FLOOR DECKP O FLOOR FRAMING SEE PLAN,SHT Z co 1 cn J �. 0 Q : NOTE _ _ _ _ ___ - - 9030 LIDER ----- U U HARDWOOD HAILING ASSEMBLY MAY BE SUBSTITUTED FOR GUARDRAIL, COMPLY W/ —' U.B.C.REQVTS. — lO INTERIOR GUARDRAIL DETAIL SCALE: 1" = 1'-0" .J LEFT SIDE ELEVATION SCALE: 1 /4" = r-0" ,- COMPOSITION T ROOFING RIDGEVENT co 0) U Z 3 5 Z Q N J a z Z LU 1 x 5 FASCIA, TVP. O ❑ O t-B PTNN*LM1EiA Z Q O J a DOOR H Q Q DOOR co Q W 0 CC z Lu _J I - — . CC _ -_.__—__ W J — . ..-_ W J W R 0 Z LU W 7 0 G J CC -1 CC U y W LL ( UJ Tff CCW U3:1 W — W 1 y SHEET REAR ELEVATION RIGHT SIDE ELEVATION 5 SCALE: 11.4" = 1'-0" SCALE: 1/4" = 1'-0" \ ��, OF '� O/H Structural/General Notes /Specifications ROOFING AS SPEC'D. RAFTER 15/ FELT A. n r 1/2' COX SHEATHING The blowing NW mall dgnh and supplement to working mawiW 2 X 4 FLAT LOOKOUT LET IN ROOF SHEATHING NAIL TO FLOOR TO END RAFTER -- WITH 131 Bd NAILS SIMPSON H2.5 B. Codn6 Slandords TYP., AT EA.RAFTER Unibrm Buildmgfode(UBC),199?UWnl AO311;AOSP451N.BAlAAlmnml 2 X 10 VENTED BLOCKING (Few Owdrawom allW6plon m,amply With all Wal opplimble coda all Inquired by Building 00F3/4" TBG WI 3 SCREENED HOLES PLYWOOD FLOOR BETWEEN RAFTERS ,rhi r C. Ur.loads NAIL + DRIP EDGE Pool.....................•.42 LBS. / SF(SNOW) MAX. 2 X 6 RAKEBOARD OPTIONAL GUTTER _ Flown......................40 LBS. / SF 17 Wwndi.�•..........IGOI�mph,EWpowe'B'IVuI 6npdh[dAq) 2 X 2 TRIM FILLER e+ `+, 1 X 6 FASCIA SNmumau UBC2312.......... a RAFTERS bum Family..................WlhVdsiviv.Fluid pawn °+° LPI JOIST I RIM JOIST i�8_ D. Soil L Fmundellon Dom 2h'+ o ° I 1.1/6' THICK TO MATCH N/i_M61 LPI JOIST HEIGHT I. Soil hNNg dot rotmroibWa AwmW W hmrip mpmh=20W Wald. H2.5 I Q 2. Enum all Waves down b unduWhdmilal Bwspm6d mmOth With o minimum dspm of l'd"below adpmmgmdl,WasrpuLYl h9 final building i TRIM RAFTER TAILS AS REQUIRED aNidol,heal odmlhodLro GOm END WALL FRAMING I 3. 6nWoll baWpson mlumuad Wall unlet spdtolly dimemlomdathmW. 5/8' TYPE 'X' G.W.B., I 4, l4mpmd NI a be WU grmdd NdgmuW Wuh int oars Iben 5%gating a 2Wdem Plow lo1-am bow Lhsmdolmpda95%moWNd AASHO +f dendqutopmummwnufA SINGLE RAKED TOP PLATE 1 2 X 4 @ 161 D.0 . DOUBLE 2 X 4 TOP PLATE 'STUD' WALT FRAMING J w E. Con-In-Plum Cmnmbond A.nlamnw Sul � SHEATHING/PANEL SIDING J 0 1. Comsb oldw following 284ay rtrengm:5 nm mmml/ry(min.25W m);open 6 gal wawlwh broil munural mount,noodling bundo5msmd Jobs AS SPECIFIED 2 X 4 PRESSURE SHEATHING/SIDING/VAPOR a m mead.Nodmum wined mpprgoY Y'.Nmdmum dumP4'.Add MomrBUlWnPamGm Wmondduru's wommendmNatdmmmempl biagt TREATED SILL BARRIER AS SPEC'O. j V •+ 0 ComaYlorooFwwalksthoirenue]nW(5%air). W/ 1!2' X 10' I m+ Q 0 2. hiobrdog 9WASTAAbl5 gade4 Way grads 40 brw Wom•s",mnupsad diweh.Data,laMmbe and Pore ins dom Wim lbe bud LINE OF SIDING AS SPECIFIED ANCHOR BOLTS ( Ul = 3 0 @ 4B" O.C. CONCRETE FOUNDATION WALL Z w = p n dubn olACl.'Nanual forung surd Pmowu'. 1 W/Y4 TOP AND BOTTOM O 3. CoNeaarn on minbruq OW(dal WnwuioN): CONCRETE SLAB FLOOR Ir (d4 @ 12' O.C. IF FON. I H O N 0 n Suspended lobs..................................%' WALL > 24" HEIGHT) N LL ah O m BmmLmlumn(ams)...................I W __ 55 w e on o Non•tpmdrulindiew....................1" 4 2_ I Q alp 6 N W a OGABLE LOOKOUT DETAIL Veumal knwmpoWbe arm Nmimle.2' ! - - 11 FIN GRADE " Began,afbodies.............................3 SCALE: I' m 1'•0• Slabwn9loh(homtp)..................-1 W - 4. Upoll gold spluu24 dimmnglh minimum of Ir.bendmWwuhl IN*bn 121Wwu volatile bouncing announced Wall between .006" POLYETHYLENE 3 S. Prwvub mlR Om mhnmmX4 betel tp and bebmmlloYndmbn WalkWl4"4011Y aLWhleemll hnghisued ail ole.PlarldloW hamdwYWWI CONT. 2 X WALL TOP PLATE VAPOR BARRIER (VERIFY/SATISFI Y4 bon inlootpt Bmal bandanna mhk n bodngowlYoe1'Y IngQ Will Emhsddd6'ink,WOOD.(go meorkgsrpuirdl LOCAL DEPTH 6. Punbrolarwd Wall and sb6apmumAWim ddmallYwpreoW,wiW mo MS hon unnWap 24'hymdmmusmallbmddu Plmiharoemo AS 2'-8" MIN. GRAVEL BASE AS REDID, `° REQUIREMENT) dogoml hr,/'-0'bop,itmbwnm. I it 7. Sbbeanyrmde:Roll w6prodemmd wmmbeWe poor.Saw mtmark wool Wnhwithin24 huuolpaurow numll ZipSlnp,WGb awleuum of 1Y41'br SEE FOUNDATION PLAN • • CONCRETE FOOTING Al LS /'m gainbrmd"ud4BJPbrnalwmddobt(mu.rtngndng:w6a6•w1AalA,wpporud) Y4, CONT AND T. DOWELS 1. Vltan allmmew Sprgmwo mlmourlobbbe Pmnnd Tdglindm ronpuise6 - - - -_._ -_ _ @ 16. O.C. VERT. 9. plow,roWl giimbumdmbn u hmuwimlkunM floasmm plain a walk hove buna*mi*shndo mid Irvin arm pluwra 5" 6' S' OPTIONAL FOOTING DRAIN F. Ninon vfpsnoollabld Sial NAILS @ 6" O.C., BEARING SOIL 1. Hogmw oumnry umih:I'll 1350(haNLWllw.u.) �{ I I III INTO ALL STUDS NmW20000 pL%Lmpmount(7 o&) ZO TYPICAL WALL SECTION Grwu1:2000 Dd pm genual amount(7 suet) . 2. Asiogmdng mW:ASTN Ad15,amde 40. B. Plum autiddbm Oiwdm4'4rhdghL HEADER AS SPEC'D. g g NAIL SHEATHING 3/4' - 1 -0' r V-- 41. Wd emotional: ,�•I I . • . SINGLE STUD � 6'walk:Y4 vuml@ W iI4 w?#9 win hrlLloim nal.9 r mA TO HEADER@ 6' OC, I 2X4 PRESSURE-TREATED WALL FRAMING Re r walk:ASwIWI@4r oL w/3116'due.wim lova lwl Wd@A'wL �" WAY •III I, I, I, SILL W/ 10" ANCHOR BOLTS 00 _ Inddl wo hnlowmn,Wm0lnWwowom,wdledopsad mudappwpL bepd hn20whmoodpWeYobdq,12 W6a Uwmrmle bars brooW I I ISI 2 X 4 STUDS,,NAIL @ 48' O.C. SIDING bmiekdbg ndolinWumopwollL APA RATED SHEATHING SHEATHING TO EACH S Am wbrkk lowwdkmbdwdudsWldwuh22gLX7/rxrgalrallimd=vpiidwd tm@1CuaWoywiim Smp udWwLL 9/e" MIN. 24/0 EXP. 1 I MONOLITHIC-POURED BOTH OUTSIDE AND I 4" CONCRETE SLAB G. Timber and Wood Norman INSIDE FACES I I'I767 I. SubsdaemomlWodspWr ldendBdhrm mYhmmppioYd bybWBuJdap OlBwlmd mWlal owegm mdmpddlemdpud or uvedNNtd I I•I 4' GRAVEL it p0 tlol WW ldennhd humin •I I GRADE 2. All bmhr b be Banned W honk 16a1dw WwCma umbulmpdon Sunm: .I .I BASE AS REQ'D. - HFIDF no-2 W Io^Won,Ophlhoming,*Wad GOOD - Dfmlhrposamodhmm .006' POLYETHYLENE VAPOR BARRIER HF/OF'gud'bpi owm Wo06mlq SINGLE TRIMMER STUD � I• 3 [mplY wim lh lewdaan mldw NFPA'NmdaW Deapo Spdtalui uenmfldhyth UBCWdowmwallWhrrpuirumnY1. 4 Jommwd rmhmmmllhwYmmlml tbakollld haddq of wppont DOUBLE KING STUDS I• 'I SINIPSON STHD 14 OR EQUAL 4• MIN. FILLET TRANSITION 5. Spike bmmiad momhnmgedw W/IOdaam@12"u,stgpera llw bmimmnml wppolhmaly. I, EMBED INTO CONCRETE 70° 6 Providsalwodws Wall bolahmag anwwdV. All mmmol bemmmn win NJL FULLY NAIL TO WALL 6 GlwWb Wdmhm,Built FV A.LT.0 grading:mmulu mbe2043 trample spam:WWII brmdlommdpon Bry aoWrouolusaAlmlmurd - 131 W4 REBAR, CONT. BEARING SOIL appw mgradswhusupmdtmW.FobdmlanpaniLIJ.CLupmdJWmpadividwlmmbm 4-1/2", TYP. -- IF 12" 9. Plywood:ANlsheotuD1mbe 56'C-D MAIO plywood will,moor elm,P.1,24110 low 54y IN pnmlked rwb)ending M@ 6'axalparoledpuood ISI NOTE: fid@IY"olim anWW%wppeft Sub4lmdngt h%'C.B4pa plF•wood with unrorilm,PJAZA&UYTLG dw anduoywnt 61w Nd mil will 11/2" DIA. ANCHOR BOLTS VERIFY LOCAL FOOTING DIMENSION REQUIREMENTS 1W@d'ot otpondedpuond@10'mloWmdmnwpporm i I NV/ 7' MIN. EMBEDMENt 10.Pm•6mrioWWusWnwmbn lobe designed by applwbWoN limited sgiow lo oaodomwllh rquklemnhdMAIRtwmmwiipsfaotraoorshd ' I THICKENED EDGE FOOTING Q � � wdfy mhamd 11man ionsodmodioompwrt butbhWdmad murdam arquird.All egimmap dim shell be mdso+abNe W wbmitml loins Building OMNI utpuined. I II I I NOTE: CORNER REINFORCING BARS AS PER GENERAL NOTE "F 4' W N. Shudoml Simi I IF II Ir I ( GRADE LINE H 2 1. AIImd,smplNWwg:ASTMA46.Pip:FSTYA-53,TvpEurS,Nde B.Tuhbl Won:ASTM ASW,Diode B.All hila:ASfNA30$A-WbpeY - - - (.7 W Q 2 All bbrWbn,ereowon andduoilwg Mbe in muudmol Walk the bwa•dnmi aldw'manual Of Seoul Onundm'al me Mwdma human ofSMl I II 2 %d PRESS-TRTD. SILL ~ a VERIFY TRACK CLEARANCE REQUIREMENTS = J Camnmian. 1 W/ 1/2' X 10' A.B.@ 48' O.C. L Nlwaldap bYWAWamhd weldmuawdomwilhlh'Weldlp lland600lf 6y tlolAmnme Wallbq SNory. p'u-- CONCRETE FOUNDATION . CONCRETE SLAB FLOOR J.= QJ B' ED. EO. B t 4. Allralds3/16'Wi.mWmwhgel wsldswigA5WA5,ONLsbarodet + AS SPEC'D. I Q O � H S RNIdl Wimlesenall hlWmemmm _ J CC V O W 6 AIIsWI NImhdldinmmlowmownrydtUsualrs aushp mtalanapprmd pima pml.ApplY namholbeiryuplmlmpoiwlloi00ul - 1] 6. imam. - - - nl GRADE J Z W W /. Fumdhampleushap madnpspiW lo bbmba (pig coo M O ALTERNATE BRACED WALL PANEL it J J m Y J I. lelaellonmus :� a O - I. EwInNNmelinee oil WYmadlbmmddimYnonsinI . 3/4" = 1'-0" (FOR 2-STORY) AS PER U.B.C. 2320.11.4 �� O � .: Q 3 U. O IF - 2 %mile nmporiry ndq urpubad uamidlWmnmlmosUamsand pilYeiq have been tbgd TOP COURSE BONG / ; z J Q J W 3 VmhslumdbmbNafollogangsin Boor,malad wmlkandomrmmY with snowball aidmdwtml walk. BEAM W/ 1• CONT. W5. I _ C~,3 a 2 W 0 4. Po-hbrmW iwmdg 6 hondnd and omlld in mi&ownm mmuludina immmoa&w Po-bnWndoosm"MbimNdimW with - ' I II a W p; U 2 J W my osSuilrmombwlry NwmnorWrpmrdap duowwdmaArWromad mpplWhlebeilWWOrale n9ubaumoK "'- B' C.M.U. FOUNDATION = IFmsF-F 1 W m y S Ail NVAVpuipnmtsWhbedebwivedblNnumdloimnmNspdkloinkNaldandawnplywillingipplW6sarduPNbrmmdmloand v"^'.'. :: WALL W/ FILLED CELLS dwihdoe bymmsbllhpandd hymuWnbadwleantrdw.Su6miNbshgbemdimnd b/tlwmlmoorurpukd b/tls 0u0dinp OHmL ��' .: I \w '�\ IB f/1 F- Q L7 W L 11616tunnelling drawmgsadspdBmlbunmmplywimmerpWmwnaallhsUndon,Building Codeadall odwrdumlmduodadiNouL {"';: uaww CONT. CONCRETE I ° '< \ SHEET NO. Any dmepmuW,mmktiauu Nnnshah be Wroghim emotional olds dedgm ordulhmdmwwadim hors hglomglh WULIlbdol „•,,: ;; uww mild FOOTING W/ 2-M5 [7 i rupoNhdih ohne Isonal mamNr b mkdulgmdoW Nwremm dam" 'Il�w;inmsxI- ; ' • m f,IF ten a!"� BEARING SOIL 6 um anon r 'i ;e A' e' 4' Y5 VERTICAL ® 48' D.C. 10•d.' 6" HOOK V-a" OF momomps Twnlrnl CTHO ;I„6 ( � � (.�.,mV�•� 4e 9.� r �r �.��r � PI� �J -- HEADER AS SPEC'D. HEADER AS SPEC'D. SHEATHING: SHEATHINGISIDING C HEADER AS SPEC'D. VAPOR BARRIER VAPOR BARRIER G 2% CASING / FLASHING/DRIP EDGE 0 / I —WINDOW WRAP TRIM V 1I/ HEAD D WRAP TRIM C HEAD D SHIM NAILING FIN FOR ATTACHMENT JAMB SIZED FOR CASING TRACK WALL THICKNESS •fA GARAGE DOOR STOP, MAY BE HEAD D FLASHING/DRIP EDGE FITTED WITH SEAL CC SHEATHING _ VINYL WINDOW UNIT = G i� VAPOR BARRIER 4) TRACK - MOUNTS WRAP TRIM TO CASING �� " ��/� 'Q JAMB JAMBD CASING, NAIL TO FRAMING V/ JAMB> STOP VAPOR BARRIER Q 3 WINDOW WRAP TRIM 7 ROLLERS MOUNTED o _ FCAULK /I W ' TO GARAGE DOOR DOOR PANEL W/ MORTISED HINGES CAULK THICKENED *1/2' AGE DOOR FLOOR SEAL JAMB D NAILING FIN FOR ATTACHMENT SLAB EDGEELECTED ONAL DEPRESSED SLAB THRESHOLD WITH SEAL KING STUD p FOR RAIN SEAL 0 THRESHTHRESHOLD D TRIMMER sruD �. c CONCRETE FLOOR to �? Z N V � SHIM FOR LEVEL AND SUPPORT W J NN/PAVING 2 X 4 SILL OFOUNDATIONEXPANSION T MATERIAL3ODOOR DETAIL SILL NAILING FIN FOR ATTACHMENT D WINDOW WRAP TRIM VAPOR BARRIER OGARAGE DOOR DETAIL PLAN VIEW SHEATHING 3/4" = T-0" CRIPPLE STUDS OPTIONAL BLOCKWO A9 NEEDEO NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERICAND ACTUAL PRODUCTS MAY VARY SLIGHTLY IN CONFIGURATION. CORNER FRAMING OPTIONS O VINYL WINDOW DETAIL 00 DOUBLE TOP PLATE Q1 DOUBLE TOP PLATE _ OVER HEADER CRIPPLE STUDS -"— NOTE:IF USING MONOLITHIC FOUNDATION/SLAB AND OPTIONAL 16' WIDE GAO USE SINGLE CONT. TOP PLATE OVER 4 % 10 HEADER HEADER : HEADER DOUBLE 2 X 6 HEADER DOUBLE 2 X 6 HEADER W/ OPTIONAL DOUBLE TOP PLATE 1/2" PLYWOOD FILLER AT INSIDE FACE CRIPPLE STUDS 0 KING STUD 2 FILLER MAY REQUIRED 2 VERIFY WINDOW ROUGH J W-4" ROUGH OPENING OPENING-50; WITH SELECTED TRIMMER 0_ DOUBLE KING STUDS -_.. PRODUCT BEFORE FRAMING _ U1y� Z - TRIMMER STUDS (q`� Q1M� H� zz TRIMMER LU - 7 �` , d - Z O 0 KING STUD SILL aGARAGE DOOR OPENING GARAGE DOOR OPENING' o O DOOR OPENING � C7 c m J Z r H J W CRIPPLE STUDS Z R y a. a W OJ H 2 PRESSURE-TREATED 2 O� F p uj W J ANCHOR BOLT LU (�,) W �+ 0 y a PRESSURE-TREATED SILL f, 0 J 3 _ _ L G J W Q0Q LU QOZaw�co o top SHEET TOP OF CONCRETE FOUNDATION WALL - 7 s O GARAGE DOOR SEPARATOR FRAMING DETAIL ¢ DOOR FRAMING DETAIL 1 WINDOW FRAMING DETAIL of O 9 � i II 1997 UNIFORM BUILDING CODE EXCERPTS FROM CHAPTER 23 EXCERPTS FROM CHAPTER 23 1997 UNIFORM BUILDING CODE TABLE 23.11-B-I-NAILING SCHEDULE TABLE 23-11-A-1-EXPOSED PLYWOOD PANEL SIDING NAIUNGI STUD SPACING(inch..l CONNECTION MINIMUM THICKNESSI PLYWOOO SIDING APPLIED OI ECILY 3-8d (inch) TO STUDS OR OVER SHEATHING 1. Joist to sill or girder,toenail MINIMUM NUMBER x m.4 for mm 2. Bringing to joist,toenail each end 24it x 211.41.1 mm OF PUES 3/a 3 162 c 3. 1" x 6"(25 mm x 152 mm)subR00r or less to each Joist,fete mil -Bit 184 24 4. Wider[ban I" x 6"(25 mm N 152 mm)sub0oor to each joist,face nail 3.8d 1/2m)sub0oor to joist or girder,blind and face nail 2-16d IT of grooved panels is measured al bottom of grooves. 5. 2"(51 m Th 2May be 24 inches(610 mm)if plywood siding applied With tam grain perpendicular to studs or over one of the following:(1)1-inch(25 mm)board sheathing, 6. Sole Ia1e to oisl or blocking,lypiul face nail 16d at 16"(406 mm)c.c. (2)7/16-inch(11 mm)wood SHUCtural panel sheathing or(3)3/8-inch(9.5 mm)wood structural panel sheathing with strength axis(which is the long direction Sale plate tojo[st ar blocking,at braced wall panels 3-16d per 16"(406 mm) of the panel unless Otherwise marked)of sheathing perpendicular to studs. 7. Top plate to stud,end nail 2-16d S. Stud to sale plate 4-8d,toenail or 2-16d,end nail a1�1• 9. Double studs,face nail 16d at 24"(610 mm)o.c. 10. Doubled top plates,typical lace nail 16d M 16"(406 mm)o.c. Double top plates,lap splice 8-16d �Ia/t� 11. Blocking between joists or rafters to lop plate,toenail 3-8d coo 12. Rim joist to lap plate,laenail Bd at 6"(152 mm)o.c. ]3. Tap plates,laps end intprsediam.Om mil 2-16d TABLE 23-II-A-2-ALLOWABLE SPANS FOR EXPOSED PARTICLEBOARD PANEL SIDING 16d at 16" 406 mm o.c.along each edge 14. Continuous header,two Pieces ( ) B B MINIMUM THICKNESS flnch.q 15. Ceiling joiala to plate, 'DenaiI 3-Bit X uA for mm 4-Bit Exinto,Caner to Calling.and 16. Continuous headsfud,lmnail STUD SPACING(Inches) Sid ng SaNU. 17. Ceiling joists,laps over Partitions,tam nail 3.16d GRADE x.5.41.mm Dlr.arm Blutl. _C'nnicur iSupport DlnethisuPPoda 3-16d -3/, 18. Gelling joists tD parallel)n(ters,fpm nail M_1 16 5/8 3/e 19. Rafter to plate,toenail 3-Bit M-2"Ex mice Glue" "E4 5/8 3/9 3/8 20. V(25 mm)brain to emch stud and plate,face nail 2-8d _ 21. 1" x 8"(25 mm x 20,13 mm)sheathing or less to each bearing,face nail 2.85- 22, Wider than 1" x 8"(25 mm x 203 mm)sheathing to each hearing,(am nail 3-Bit 23. Built-up comer studs 15d at 24"(610 mm)O.C. 24. ( up girder and beams 20d.132"(813 mm)Coot.al lop and bottom and staggered 2-20d a1 ends and a1 each splice TABLE 23.11-B-2-WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULEI 2" 51 25. 2"(51 mm)planks 2-16d at each bearing MF..Wnin ING ZONE 26. Woad slmcmral panels and Particleboard': a SubOoor and wall sheathing(to framing):chrid . 1/2"(12.7 mm)and]less 6d3.mRO19/32^3/�,(15 MMI-19 mm) 8d4 or 6d5 WIND REGION or man 7 " 1" 22 mm-25,mm 8d3HAILS PANELLOCATION / ( )Greater than 90 mph(145 8d commonFadel edges3 44 11/q"-11/4 (29 mm-32 mm) IOd4 or Sd5 km/h) Panel field 64 Combination subtlomr-underlaymenl(lo framing);3/f(19 mm)and Ness6d5Greater than 80 mph(129 8d common Panel"edgea3 4 7 (22 mm-25i mm) Ods )l0 90 mph(145 km/h) Panel field 6 P/ "-11/4"(29 mini-32 mm) IUd4 or Bd5 80 mph(129 k /h)or l8d comon Panel edges3 6 27. Panel aiding(to framinig):A ppb Panel field 1 12 12 12 1/2" (12.7 mm)or less 8,16lAppliee only to mean roof heights up to 35 feel(10 70U mm).For mean roof IMigbla over 35 feel(10 700 men),the nailing shall be designed. 5/e"(16 mm) 2The roof fastening zones are shown below: 28. Fiberboard sheathing: 112"(122.7.7 m mm) No. 11 6a.a T 6d r No. 16 ga.9 Ch 2'/12"(20 mm) No.11 NO No. 16 ga.9 29. Interior paneling 4dIO 4 Fr. 4 FT. 114"(6.4 mm) 6d11 4 F .. ___`i 3/p"(9.5 mm) 5 FT. INCLUDING I FG- 1GOmmon a box nailsmayhse used except where othervedges, 12 i0cen d. ( 'Neils spaced at 6 inches�15i2 mm)an center at edges, 12 incAes(305 mm)at intermediate supports except 6 inches(152 mm)at all supports where spans are T OVERHANG) 48 inches(1219 mm)or more.For nailing of wood Mmclural panel and particleboard diaphragms and shear walls,refer to Sections 2315.3.3 and 2315.4.Nails for wall sheathing may be common,box or using. 3Comman or deformed shank. 4Comn.on. SDeformed shank. 6CONasion-resistant siding on using nails Conforming to The requirements of Section 2304.3. 0 Q 0 7Fastmers spaced 3 inches(776 mm)on7m =met at exterior edges and 6 inches(152 mm)on mnler a1 intermediate supports 3 Corrosion-resistant roofing mails with /16-inch-diaeter(11 mm)head and I /2-inch(38 mm)length for /2-inch(12.7 mm)sheathing and 1 /4-inch(44 mm) length for"/32-inch(20 mom)shealh%onforming to the requirements of Section 2304.3. 9Currosion-resislanl slaples with nominal /36-inch((Il mm)crawn and Viwinch(29mm)length for I/2-inch(12.7 mm)sheathing and 11/2-inch(38 mm)length for 35/32-inch(20 mm)sheathing Conforming lo'the icquiremenis of Section 2304.3. tOPanel supports at 16 inchest(406 mm)(20 inches Sam)m)if strength axis in the long direction of the panel,unless otherwise marked].Casing or finish nails = spaced 6Inches(152 mm) on panel edges,12]pches(305 Rim)at intermediate supports. I(Panel supports at 24 helical(610 mm).Casing or finish nails spaced 6 inches(152 mm)on panel edges,12 inches(305 mm)ul intermediate supports. _-- - 1-212 i ROOF RIDGE 3 ROOF FASTENING ZONES N LU N F For SI; 1 fool=304.8 mm. 3Edge spacing also applies over roof framing at gable-end walls. W 4Um Sd ring-shank nails in Ibis Zone if mean roof height is greater Than 25 feet(76110 mm). O Z a J Q Z2 \ SHEET NO. LOAD-BEARING CANTILEVER DESIGN/DETAILS FLOOR FRAMING DETAILS FLOOR FRAMING DETAILS Hanger Deloil Double l-ioict Nailing Smedule L•P Solid Start Rim Baard LPI Rim lois) LPI Blocking of Exterior Wall Wehf g, WE new l"I'land d lagm A No Reinforcement Required 9 Hanger Deloil FIIlw hick /dons,0 support In,finds Fair hill hand to Mod,tau, (op Pa�pml8illljamanp Web f e„ tilt lap trawl an a. 3/4'058 IPI pIaYb,p '�� Moral podlw .yo Sunni Besancon ......a', , : , v e,N r call[Ire _ " Rln/Alodplp weh lllkl ,. a" Roof Spon pal Isl ((( y 26plmenu:mm mgpugd 1--� - MWaw ,equlmenls " p _ s - ,•11 'x' I/3"get, 2°0. •dila ,i. , a: v Small W \ , Im M1onprs $ - + Yas N' ' \ F00 mooch 'N` d,r'•.' [ NOTES r Y w`"�" Web Fll6r Intlolll Id IDI, Ilmowill, a'min,wm } }' fair ) 9 P h / W '�, "Y.' �� file,hbd "' '•LJ, ;k ' ;M: ancone lOJ •^b' , ,N ro'W Orpal hoAsm Pmrvtle web lJlors Wlp alas of vupa llrul • N.,1• '�,• err:`•.M Id hoe nsJ W[ , jq• ,4.- • Flllerlb[Avnslnll1O'mmnnc oupdin.Re d1ull Ilmlpr ,',•)-" ..)=W harlllc hairIlim°y a In call mumu lon01h 4'0' [,.No, "V:: weh Jules ' spenhmp,nsm :�' AWAhllosbladus won ll en mlp 7,ows sl Btl nods of d'fi[ IV,l pm,tl Ioanwll0d of Bd mlk of d'nr III Vin filler6oilk from nock alio(hnW when posohle NOTES: Notes: db[call from whon.val°IJwml llm,noilwam°np u1nn°s Ldlemawtw.nmlituse Vmbmponrymd (ImdwWrmupleforalnils.. a confirm I loiter mina sell file,Mad, 1 LPI Joists may be costllavered rolel fit bu:Wino plan wall mere uovu,d ullmulelaNnYbpl paw nil,wnumJwpvWJw lar WWlnpl findown,muncommnn nams son lawl nphl lo,ago hind Vo,iy mmnrynntl lonener,equnemnnn al hnnpws and mmmnmc mend,s°pPml ontl al a'maonnrmsnmurs p d.1,all... Visit, Panic 4'Wla,blacks malsornal ted lands up l0 2'-U"when supporting cool mm,fill Mails on load )�\ and well loads,but may need B 3/4"050(or equal)Reinforcement L-P Solid$dt l Rim Board with Squash Blocks LPI GlockJng of Interior Supped Squash Blocks am cargo signs Wada era • forest Illlm final 1Pl.nus oma moo.of `/� Bevel Cul/Fire Cul Stair Stringer Bdnma no tamfomement Meullo1/16' hlu[A enol a9ma,l mdongand ,Ind to pmslMlo •� One Side Only Ove dole Mumhbla[f5mspolllstl. Oahe u m uheJwhanl itsand hr mil Id' flmnhmlan along dm...I mlln 2. First consuh the Load-6eann] APAinIoJ 3/4'058 Spa h4ks rue hemp l6'Ispe, p 4 I' 01oduW W,wh nwyW . / 9r Aue an peso Iq[e uWlmenlm[mnpm / of suplwl ellln,bu8mpwbppnp Jolla,Il,onllrat. hath Plus la p,fieWomnpnuqus lom,oheilwmt los M'Airll3/1'a5B - g nhuo l4oln,eel n,lnlmum m4°ned 7M mmlmum IPI Wrh,Mmrlhodole,ohuppon Cantilever Tablas to delermine llta msao4'-0' well thew 'a' mA,Ply lo,ogudl Wsun mgubad m ants al tPl tom tory nunnmm Im m1I s wap AO.him&,bums and . refer to the de needed, If any, :hen Weh llllol ls,4In bar IIIIm Mocks w,lh 2 refer to the datalis for the necessary t`_1'" - - �- �usWo plple\�III'IIIp�II�IIfpII :III J`,' � _ _ � i •�V' 2 .k lows°I Bd nails construclwn snethads. �W + L_fW-J 4', _ slWOeudmda< tPmms of l'OS8 coo 3. The 3/4"OPB for uah must match c y °,'�„''' k 4) � / an ' BJ weIW °+�A fi r• •✓ •k;) hl / 51gri Bit m t - ✓ Imo cid,sWe ,\' 11-0/a' hit32 lei ted 6 p' ON 4 , , - truant the full dr Ih of the LPI Joist 9p c __ / 0Sn " 4 Load-bearng c,thilevera long.. 2p• d has.16 Benno wullall gross� �, , 4.'tSM ssoWspllllina Madml may not 1 I9 7Vmnsal 1'050 than 2'-0"apo possible fou l Janco T . '�; IPI IPSaWsoli tlm cocaine unions foal hesun woos •V' Imam nand hmal mode 8 IP132 la'MJI 1,0513 P 9 d ', Snood.0lo, 9 '�' W ire heal. RentWpm wall APP1ovrJ o, • special engmeedng Conlacl your °h ° p Wo,tl fol epuall Elm/8lfidmp[oWnry ,nml he pplweJ p p mnm[Iwn Id" at 2,0,5/B fish local L-P EWP disVrbulor or the MIuA,oinlmm,mnl to lm fit Wllan N,ryu will OJ,mso16'r.[ Rule,m Ran had Orion lornwlmp sAlule Soo nmodboom wimdN IoM mil Mom IOd hot noJ In plain Soo l,bh grain laddbs Film hlah — — Louisiana-Pacific sates office for (lard n,llenouequvemenlSwp,Ao 71 Mod and weh 111h,pmt more Infos.anon on longer load- Nan-Sta[kin Walls Web Stiffeners al Inlander Support Past loads Nan Load•Beuring Conlilemor bearing cantilevers 0 PP ha In)Josl rib nh s Id and all I 5. Use the l Lodge Contrive,Hein- C 3/4"OSB or equal)Reinforcement Rolm b Erroll.Backlog �� 0 by m a a / ( q WloJ la,olmtmonl of 1°II°id lloryr and Mlle[will lad Ws rats foreleg Guidelines6' I.I for canldevars that bosh cede; re MI -P , ) [ Y r I"hem odea al 6'r[ are lass than 6' long Bo1H$Ides APMp1ed31"OSB hlr[W 110 loo N Onllomlon lswly VA,filoJ 9/1'0513MIR'cost N 4 , Ser Wpecl8h l9 „ - _ par dram° 1'-0'bop 1°dood Wo,np , Rim to Joist Connection mM,lmum + , [mWave[dolah `y. 20 IMnl Amore ..k ad mh(b°ew[ommanl mo of lap, rnmWlkmtrnA lower • 'Y' e:�: NaIE IPJ IIms " > , " 7p Imola man be r, Weh her Will loss A g ,a ae,gnadnI.,y NAILING SCHEDULE FOR IPI walllove Marc apt Srd black all roods from hk[ay wnWave,wall eantabra,w9WalaWl mtabnal„pmmil,Ile, m,bllne, n'n,a„ LPI® BLOCKING PANELS e 1 Nm[herfif smodscrapondhammllunperush below but and wish flim,sun IenpIl11111 m,nl minimum spacing/distance at Ir Wlh Wrl nlM1 its sbppr,W bound mlinlnp , Joist NailingHanger Detail I rut: ®® 1 _ - - am le°IsmJs o, G Sw,In word o,sanmdu,Jsumy Ni tllwnw or Wtlm,sl Jmo,ls Non load-0eorin (enlilever NOTE Run boli nmlW[amrzlW lr well bn,find lbp,dW.See WnrJ Wbw. VWlytolln"usawl 9 till her,mmm,n I' T P two IOJ Iwo no9s I slop se m,I,I IN unJ mwwNfi^[ [, Snn Ione an mA,aJol 0 q 2 Venl huJWn [Ween yo lope,108191°,lu°J bananas. nod flat haryva,W(mnala,i Y p pmlepmnado,wuuhJal IWI,II{n,mvn Ilhvo,dmde @tllm D May is t•1/R"Solid Smrt°Rim :,j1^, 3 Ealm No Man olwuvaanu lanpabmq,aaumse Connections Mayde lubaslubdlorDtle27B 4' �,I 1 Palml°pu0V 751°,miW,p sdoduat lar air ran Isms mJ 0,n1°,,,,keds°ulY 16,hmin II/7" 1_ parns Said Ston or,b...d >'> ' , 4; cars arms yNolod 3/1'Srpd Slml ,.a,;. naloern°t _ � ' ,�9 - rd,Y ' S Iwuul supp,u slwuW bu m,mJ.l lu,hfil,om llonpe whuNhelsh r,, cry `r , 1, • Fka ld la,m Wotllm 8dw tlm bent dmmo ,Cl:. Rapids . .d, '}' •,R psbewlh,c ou wMuvW ,� IwNas ltoew[mm°cel clear 4'n'late ' '' 6 81adm J...b°,nom wend,ul Transheow n 050°,mail.ocarr `Ila , Od Ln,mmmnn I' 7” f �.. 3` min'lam \ ' .Yr pis umuu„V,I 9 ysuPp„ Y y , a it Tom w no laud he„ay well Mass the hrm,m wall btu. IOdbar 1' 7' 1 • Run Wold 1,xwl pair lar WhOd (, I - po taro to dock i Vinay sonry and len„mO mguhomamr al lmgwsanamuue[ran —124Jt°+ I• 9- IWro[annwas'Tral.1 d'n.[, ira as ad *j r. W w 41/7"mW.hem ,,.�'M B snarls Mark apanry critical b9ae,u L0 end Ol I wa la M II weh IIA, 0) two m..,I m 12'aa 7 1.mMandonn •W'" NOTE,plhmpmlPl lfinhper APA atm,omentlnlmmolst p• y �' I/3 nNo[em mon larger ml, Um pons, warImndn,un,l haw° lana,plain ma,ka,:an than sishawa in table PI Maine.raw,am l,a n over kprol/2.old TrialTrialmWmdm mi uvrmIdb Allo[hm gra0 WTI R •"wR '° L 4' blmYWp WEB HOLE SPECIFICATIONS VpvN see wkY paler. mop and Wlmanpm wlh 13d,wa of d'ot. - FLOOR FRAMING CONNECTORS FOR LPI JOISTS WARNING; DO NOT CUT OR NOTCH FLANGES 1 1 I' II [ 1' 1 1• up,rg /T donn,o Imo prculW dwoblelnanai Ada Wuul olpk AwobtzlWeonoE IAds lop Mrunl FR,.Mount Top Mount Fn. 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I'a" 2'n' 3'0" P0' S'a' S'0" s'0" 6@ O O O i 0 Mlmmum wll In To iamamb Saq loWr Brow far NMI -- a 3 0' V a 1-0' d'a' d'a" ]'.' d a' B'a' Est z N _u omlry wldl II' WEB STIFFENER REQUIREMENTS ��.n NOTE: (wanlmll load U_.3 THESE DETAILS COVER MAMY 1d _ 1132 2'0. ?a' Pa` o' SV 5 u 5'd" e 6 7.0" _a'." __a'o` Y'B' Q z a ------------ _ ____ ______ __ _ _ a,3�1 r n,nma quamWm and cam CONDITIONS OF LPI PRODUCT USE. 0 ca "S a `¢' a i g hmnlNr goer m<hm NOT ALL CONDITIONS SHOWN r Cr . ¢ m w m IT 70 3 630 I/a'min gap I/a'mm.4o I/h'min, LL NO 91/2 ITT 32 3 63/a' \Gap WILL OCCUR IN THIS [ a,a s am' m IPI ao 3 B3 / SQUARE OR RECTANGULAR HOLES -CLOSEST DISTANCE IR) - LFT IN) 0 Agro O O o 111/1' LN 32 3 03%1' PARTICULAR DESIGN PLANSET.ligi IN Mi 3 IPJ 32 3 107/e' ., y'• P a: FOR REFERENCE ONLY, _019L z 3' 4' 5" 5,5° d• 7• a'_ 91 m' H• 12 16' a. r a' � Y ' AS APPLICABLE 4I/a• IPI aO 3'I' 3 7' 2 in, 110 9 T 11132 3 127/9' :4. 'i '�' ` IP191 I'0' '!a' Z'In' 310" 4'10" ✓1. 4 II]/a• 14:22 f4' 2a 10 S'4' d'3" Wrnimp Alndnd um fir ov mmdy l/7tllw lolol numbntnok VI d7 I'0' 1'P 2 10' 810" q'10" d"1' I'9" pen tle fit Ihr Iain ilia ed nine,Idln[hal Watls to W 1/8'an Epp opatya�Rrah da13yrmtl and Wenn 1° W'I fP I'a" P'0" a'la" 34,10' S'4' L'-0' I'4' A'a" 9'13' 10 7. Inlamal wppwl plemolay 1,°m°°th lam. Id maVI92 '!'0" 3'0' 3'14"0' 4'10' 5'10' d' 1'4' A'0"_ 4tl' 10 1- 10'1' 11 6. lmwn 3-1/2.bend, Soo pup 8 for IPI Irl mnbwm and dmnry fi lh muormmN x, 3TA CLIMATIC AND CsEOCsRAPHIG DESICsN CRITERIA FASTENWG SCHEDULE ( SEE TABLE 2964.9.1 N.Y.S. RESIDENTIAL CONSTRUCTION CODE FOR COMPLETE DETAILS) - ,.r_l (SEE NOTES A+M FOR ALL FASTENING NOTES) FE.E... WIND 5EISMIC FROST WINTER ICE6HIELD FLOODSPEEDESGNWEATHERING LINE TERMITE DECAY DESIGN UND)SE 1YMENT RO6 CONNECTION FASTENING LOIOATION, NOTES CONNECTION FASTENING' �', LOCATION NOTES m1Pw c4TEGORY DEPTH TEMP. REQUIRED 3-ad COMMON RAFTER TO PLATE 3-ad COMMON JOIST TO SILL OR GIRDER 3-3'x0131"NAIL TOENAIL SEE SECT 2308101,TABLE 2308101 3-3"x0131"NAIL TOENAIL @0 B SEVERE 4 W. MODERATE SLIGHT TO II ONE - 3-3"14 GAGE STAPLE ( ) 3-3"14 GAGE STAPLE TO HEAVY MODERATE 3-ad COMMON 2-ad COMMON BRIDGING TO JOIST 3-3"x0.131"NAIL TOENAIL EACH END 1"DIAGONAL BRACE TO 2-3"x9.131"NAIL FACE NAIL EACH STUD&PLATE „ GENERAL NOTES. 3-3" ad GAGE STAPLE 2-314 GAGE STAPLE SOLE PLATE KI JOIST 161 @ 16"OC 16d COMMON 24"OC 24"OC OR BLOCKING 3'xAUGE NAIL @ 6"OC TYPICAL FACE NAIL BUILT-UP CORNER STUDS 14x AGE NAIL is"00 16••OC STRUCTURAL. 3"14 GAUGE STAPLE @ 12"OC 3"14 GAGE STAPLE 16"OC 16"OC @ 20d COMMON 32"OC FACE NAIL AT TOP 8 BOTTOM AT BRACED WALL PANEL WALL EL BUILT-UP GIRDER 8 BEAMS 3"x0.131"NAIL @ 24"OC STAGGERED ON OPPOSITE SIDES (UNLESS OTHERWISE NOTED) sole PLATE TO JOIST OR BLOCKING 1,.ALL FRAMING MATERIALAT IN #2+BTR. DOUGLAS FIR 3 143 4ea COMMON LE 3-a'G @ 3"x0131 NAIL 16' OC BRACED GAUGE STAPLE @ 12 OC l:i 3"f 4 GAGE STAPLE 24"OC 2).ALL ROOF&HOUSE SHEATHING TO BE 4-PLY FIR CDX 16d COMMON Od COMMON 3) HEADERS TO BE 2-PLY 2x10#2+BTR DOUGLAS FIR TOP PLATE TO STUD 3-"x0131"NAIL END NAIL BUILT-UP GIRDER&BEAMS 3-3"xD 131"NAIL FACE NAIL AT ENDS 14 GAGE STAPLE GAGE STAPLE AT EACH SPLICE 4).ALL WALLS, FLOORS, CEILINGS AND ROOF RAFTERS G 16"OC 9d COMMON 5). BLOCKING(BRIDGING B'O D.0 FOR FLOORS &CEILINGS 4-3"xOA 31"NAIL TOENAIL COLLAR TIE TO RAFTER 4-3"x0131"NAIL FACE NAIL 6) DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS STUD TO SOLE PLATE 3-3"14 GAGESTAPLELE 4-3 10d C E STAPLE 7) 2X6 ACID PT SILL PLATES 2-i6d COMMON 3-10d COMMON 8). SILL PLATES TO HAVE 1/2"ANCHOR BOLTS 6'OC&W/I 1'OF ENDS 3-3"14GAGE SAIL END NAIL JACK RAFTERS TO HIP 4-3"xD 131"NAIL TOENAIL 9) ALL CONSTRUCTION TO MEET N Y.S. & LOCAL CODE REQUIREMENTS 4-3"14 GAGE STAPLE lad @ 24"OC 2-1 Old COMMON ROOF: DOUBLE STUDS 3"x0131"NAIL @ B"OC FACE NAIL JACK RAFTERS TO HIP 3- 3^x0 131'NAIL FACE NAIL 1 USE RT-10 TY-DOWN METAL CONNECTORS EACH RAFTER X 14 GAGE STAPLE 0 8"OC 3-3"14 GAGE STAPLE 2 SLOPES LESS THAN 4112, DOUBLE UP#15 FELT UNDERLAYMENT DOUBLE TOP PLATE 16d @ 16"OC 2-1Ed COMMON S - 3"x0131"NAIL @ 12"OChNAIL ROOF RAFTER TO 3-3"x0.131"NAIL TOENAIL 3"14 GAGE STAPLE @ 12"O 2-BY RIDGE BEAM 3-3"14 GAGE STAPLE MISC.. DOUBLE 8-166 COMMON 1). SHEETROCK FOR WALLS &CEILINGS- 112"TAPPED &FINISHED 12-3"x0131"NAIL LAP ROOF RAFTER To 2-ifid 131 COMMON BLETOP PLATES 314x0GE NAIL FACE NAIL 12=3"14 GAGE STAPLE TVP FAC2B RIDGE BEAM 3-3"i4 GAGE STAPLE 2). 1/2" MOISTURE RESISTANT SHEET ROCK FOR BATHROOMS 3-ad COMMON 3-16d COMMON 3) 5I8"TYPE-X SHEETROCK FOR GARAGE WALLS &CEILINGS eLOCKJNG RAFTERETOTO J01sis 3-3"x9131"NAIL JOIST TO BAND JOIST4) DOORS BETWEEN HOUSE&GARAGE-45 MINUTE FIRE-RATED w/S C. HINGES oR RAFFERs 7o TOP PLATE 3-3"14 GAGE STAPLE 3'14x0 GE NAIL FACE NAIL 5-3"1A GAGE STAPLE 5), DAMPPROOF EXTERIOR OF FOUNDATION WALLS WITH A BITUMINOUS COATING ad @ S"Oc 3-16d COMMON RIM JOIST TO TOP PLATE 3"x0131"NAIL@6'•OC LEDGER STRIP 4-3"x0131"NAIL FACE NAIL ELECTRICAL/PLUMBING I HEATING: 3"14 GAGE STAPLE @ 6"O 4-Y 14 GAGE STAPLE 1). ALL PLUMBING,HEATING AND ELECTRICAL TO BE AS PER N.Y.S. &LOCAL CODE TOP PLATES.LAPS 2-16d COMMON 112'OR LESS fid SEE NOTE q J AND INTERSECTIONS 3-3'x0131"NAIL FACE NAIL WOOD STRUCTURAL PANELS 2-318"x0113"NAIL SEE NOTE N 2).VERIFY WITH ENGINEER SEPTIC TANK FOR ANY ADDITIONAL BEDROOMS ADDED 3-3"14 GAGE STAPLE &PARTICLE BOARD 1-3/4•'16 GAGE 3). SMOKE DETECTORS TO BE LOCATED AS PER SECTION RM7, N.Y.S. RES CONST CODE CONTINUOUS PEACE,2 PCS 16d COMMON is^oc ALONG EDGE SEE NOTE 9 19UCTUR14" ad DR 6d Btl,SEE NOTE D,ad,TE IN NOTE C 3-ad COMMON WOOD STRUCTURAL PANELS 2-32"16 113"GAGE IL SEE NOTE N CEILING JOISTS TO PLATE 3"14x01 E NAIL TOE NAIL 8 PARTICLE BOARD 2"1fi GAGE SEE NOTE P 5-3"74 GAGE STAPLE 314"OR LESS CONTINUOUS HEADER TO STUD 4-ad COMMON TOENAIL SINGLE FLOOR(COMBINATION CEILING JOISTS,LAPS OVER PARTITIONS 3-1Ed COMMON MIN. COMMON NAIL-REF TO TABLE 2368 10.4.1 SUBFLDOR-U N DERLAVM ENT 6d SEE NOTE C (SEE SECT.2308.1041,7ABLE 2308.104.1) 4-3"x0.131"MAIL FACE NAIL TO FRAMING) 4-3"14 GAGE STAPLE 1/2"OR LESS fid CEILING JOISTS TO PARALLEL RAFTERS 3-16d COMMON MINIMUM PANEL SIDING(TO FRAMING) SEE NOTE F (SEE SECT 230810.4.1,TABLE 2308.104.1) 4-3"x0.131"NAIL FACE NAIL COMMON NAIL-REP TO TABLE 2308.1041518" 9d SEE NOTE F 4-3"14 GAGE STAPLE PANEL SIDING(TO FRAMING) LETTER NOTE LETTER. NOTE A COMMON BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE INDICATED CORROSION-RESISTANT STAPLES WITH NOMINAL V16 INCH CROWN AND 1-118 INCH LENGTH FOR NAILS SPACED AT 6 INCHES ON CENTER AT EDGES,12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT AT SUPPORTS WHERE 1 1121NCH SHEATHING AND 1-112INCHLENGTH FOR 25132 INCH SHEATHING PANEL SUPPORTS AT B SPANS ARE 48 INCHES OR MORE FOR NAILING OF WOOD STRUCTURALPANEL AND PARTICLEBOARD DIAGRAMS AND SHEAR ISINCHES(20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL,UNLESS OTHERWISE MARKED) WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHINGARE PERMITTED TO BE COMMON,BOX OR CASING J CASING OR FINISH NAILS SPACED 6INCHES ON PANEL EDGES, 12 INCHES AT INTERMIDIATE SUPPORTS C COMMON OR DEFORMED SHANK K PANEL SUPPORTS AT 24 INCHES CASING OR FINISH NAILS SPACED 6INCHES ON PANEL EDGES,12 INCHES AT INTERMEDIATE SUPPORTS D COMMON L FORROOF SHEATHING APPLICATIONS,ad NAILS ARE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS E DEFORMED SHANK M STHPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7116 INCH F CORROSION-RESISTANT SIDING OR CASING NAIL N FOR ROOF SHEATHING APPLICATIONS,FASTNERS SPACED 4 INCHES ON CENTER AT EDGES,81NCHES AT INTERMEDIATE SUPPORTS G PARTNERS SPACED 31NCHES OC AT EXTERIOR EDGES AND 61NCHES OC AT INTERMEDIATE SUPPORTS 0 FASTNERS SPACED 41NCHES OC AT EDGES,8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND H CORROSION-RESISTANT ROOFING NAILS w/7JI61NCH CIA HEAD&1-112 INCH LENGTH WALL SHEATHING AND 31NCHES OC AT EDGES,6INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING FOR 1)2 INCH SHEATHING&1-3141NCH LENGTH FOR 25/32 INCH SHEATHING P FASTNERS SPACED 41NCHES OC AT EDGES,81NCHES AT INTERMEDIATE EXTERIOR WINDOW AND DOOR SCHEDULE EXPOSURE SATAGORY, IS— ALL ALL WINDOWS 4 DOORS TO BE INSTALLED AS PER MANUFACTURE'S INSTRUCTIONS- ANY ADDITIONAL INSTRUCTION FOR WINOBORNE 4 DESIGN PRESSURE REQUIREMENTS MUST BE FOLLOWED TO COMPLY WITH N.Y.S. CONSTRUCTION CODE. ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN-PRE55URE REQUIRED. ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN PRE55URE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REOUIREMENTS AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION RI60S.L4 FOR ALTERNATIVE OPENING PROTECTION (VERIFY ALL ROUGH OPENINGS PRIOR TO FRAMING) UNIT GLAZING MIN. DP REO. DP RATING MEAN ROOF ROOF SYM QTY CATALOGUE NO DESCRIPTION ROUGH OPENING SOP BERE55 5F U-VAWE / / ZONE yEIGHT PITCH NOTES A ] N/LB046 DOUBLE HUNG 3'3-I/8x4'9-I/4 14.96 5.91 10 0 0.35 33.3bJ3.1 6O] 5 23 R/R ANDERSEN 200 SERIES H.P WDW UP DP. KIT ALTERNATIVE FOR OPENING PROTECTION e 2 r„ CASEMENT WDW. 4'D-1/1x30-1/2 DO 4-0 B3 o.2s 35.3/.43,1 Sol 5 z3 12/12 ANDERSEN 400 SERIES H P. JOEL. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN c 1 s1Do 9/Dxb/e FLUSH ss. F/G PREHUNG 3'la/6xe'Io-la ]L69 31 - D.Is 31.3/ss6 vl] s 13 12/12 THERMATRU BRAND ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. D 4 IBS 8'OxlO - 56 - - - 42/-]=.] U"9 4 39' 12/12 GADco BRAND -REFER TO DRAWING •W13532-1 (REFER TO SECTION 16091 4, 1609.6.5 AND TABLE 1609.14) DR TYPE DDDR MUST 96E TO COMPLY TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS w FASTNER SPACING INCHES FASTNER PANEL SPAN 2 FEET<PANEL4 FEET<PANEL6 FEET< PANEL TYPE < 2 FEET SPAN <4 FEET SPAN <6 FEET SPAN < 8 FEET 2-1/2'#6 16 16 12 9 WOOD SCREWS 2-112#8 16 16 16 12 WCOD SCREWS COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF 4��3'6'3' SDJMDTOWNZBA SOUTHOLDTOWN PLANNINGBOABD APP OVEDASNOTED WROLDTOWNTRUSTEES DATE��: T��I��15�1'3 B,P.u�pi-T-z NYS.DEC FIEE:� _L11=__ BY 7i Pr'L NIOTIFY BUILDING DF^ARTMENT AT 7185-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: CERTIFICATION OF 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE NAILING & CONNECTIONS 2,. ROUGH - FRAMING & PLUMBING REQUIRED. aL. INSULATION 4:. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE UNDERWRITERS CERTIFICATE REQUIREMENTS OF THE CODES OF NEW REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, OCCUPANCYOR ALL CONSTRUCTION SHALL USE IS UNLAWFUL MEET THE REQUIREMENTS OF THE WITHOUT CERTIFICATE CODES OF NEW YORK STATE. OF OCCUPANCY DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. FLOOD ZONE OOOC ITH CHAPTER DAMAGE AGE PREVENT FLON SOUTHOLD TOWN CODE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED.