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HomeMy WebLinkAbout30568-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31694 Date: 07/20/06 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 855 PINE NECK RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 5 Lot 33 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 6, 2004 pursuant to which Building Permit No. 30568-Z dated AUGUST 13, 2004 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 UNHEATED NON-HABITABLE ACCESSORY GARAGE WITH STORAGE ABOVE AS APPLIED FOR. The certificate is issued to ANNA ACKER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0072 06/27/06 ELECTRICAL CERTIFICATE NO. 101526C 04/28/06 PLUMBERS CERTIFICATION DATED 05/30/06 SHOREHAM PLUMBING Authorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD Pb a� yaCI BUILDING DEPARTMENT K TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP t� This application must be filled in by typewriter or ink and submitted to the Building Depattment wl th�{"ollowing: r � ---' A. For new building or new use: Lts 1. Final survey of property with accurate location of all buildings, property lines, strsualnatural 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 cerlificate 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$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. 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 $15.00, Commercial$t 5.00 / Date. _ 7/11 / p,(7 New Construction: Old or Pre-existing Building: 11 (check one) 1 Location of Property: g 5 5 17 ri eJ Ck Q q S o04,0 p} House No. Street Hamlet Owner or Owners of Property: A rno• A C.\<- exz- Suffolk County Tax Map No 1000, Section 7o _Block OS Lot �3 Subdivision Filed Map. Lot: Permit No. 30 5(o9— Z Date of Permit. Applicant: A r.,\A A e V_ e r,> Health Dept. Approval: ✓ Underwriters Approval: a� Planning Board Approval: / Request for: Temporary Certificate Final Certificate: yl (check one) Fee Submitted: Applicant Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 4/28/2006 375 Dunton Avenue 101526C East Patchogue, New York 11772 (631)286-6642 Issued To: Ashlee Builders Street: 855 Pine Neck Road Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: S & R Electric Lic. # 3581-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool 0 1st Floor X Indoor X Basement [:] Hot Tub 0 Residential X Det Garage [K] Attic X❑ 2nd Floor X❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 65 60 55 14 10 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 20 1 30 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 7 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 Bldg. Permit: Other Equipment ain House /2- 60 Amp A/C Disconnect, 1- 0 Amp Sub Panel Hugo . Surdi President Rough Inspection: 08/11/2005 Inspector: John McMahon III Final Inspection: 04/26/2006 Inspector: Dennis Brandi This certificate must not be altered in any manner. Inspectors may be identified by their credentials. frJ7»rtrn.,>t FFO(,t�� 'P owe l tall. 51005 Nlain Naafi W T 1-as lr�ili 7„c I�•t P.O. [lax 1179 smithahl, New ",ik11071-itv54 '70� ��01 RltI1.NN(. I)I.PAR I NWN I TOWN OF SM1,1110111) CE11TOIfICATI () N Ilett: b Building Permit No. .3og c6 E — Z O,a,nc, A,,,,.o, Ac-ke-,�z (please pIinl) Plumh,•t: (plcase (,tint) I cel Iify that the soldelused in (he ,valct sulildy slsfem contains less Iltan 2/III of I Icad. (Planlbcls Signalulc) Sworn to beforc me this_ y3 day of_MN� 20 G Nolnrp Public, vl�Pfol IC Coullh AWMWGM dNeM lblk CaiMt on Ekins ho 17, {� 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. 30568 Z Date AUGUST 13 , 2004 Permission is hereby granted to : ANNA ACKER PO BOX 429 SHOREHAM,NY 11786 for CONSTRUCTION OF AN UNHEATED ACCESSORY GARAGE AS APPLIED FOR at premises located at 855 PINE NECK RD SOUTHOLD County Tax Map No. 473889 Section 070 Block 0005 Lot No. 033 pursuant to application dated AUGUST 6, 2004 and approved by the Building Inspector to expire on FEBRUARY 13 , 2006 . Fee $ 285 . 00 XL 11 Authorized Signature ORIGINAL Rev. 5/8/02 3 Q aoF SO(/Ty0 10 0 #®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL ✓� — [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION REMARKS: J o� 1 DATE �� ��� INSPECTORS-�o�� 3o5� ? TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY IN PECTION REMARKS: \ DATE *r 7 4 INSPECTOR �` 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDA ON 1 ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C DATE INSPECTOR ps�oa�i 765.1802 BUILDING DEPT. INSPECTION [ 'FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ow. e / DATE °s INSPECTOR JEFFREY T. BUTLERv P. E. 20 OVERHILL RD. SHOREHAMv INFW YORK 1 1 786 631 -208-BB5O LICENSED PROFEBBIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS December 9, 2004 Town of Southold — Building Department JAN 5 Re: Acker-Detached Garage Pine Neck Road Southold,NY S.C.T.M.# 1000-70-05-33 Permit# 3 OS 6 e Z— Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring pursuant to the building cod find that the work conforms to the plan as filed with this application. • I have inspected the cast iron plumbing below grade and find that it meets e requirements of the code. Please call if you should have any additional concerns about this application. OF NEIN y QFP�v 1.s�T�Off, > * Si cerely, o er, P.E. r: t1rESS\��P w` 7FOUNDATION INSPEC7- FOUNDATION MDATF COMMENTS W lSl 3 ---------- (2ND) p o 00 B ROUGH FRAMING& PLUMBING Z DL �i INSULATION PER N.Y. y STATE ENERGY CODE ` b FINAL ADDITIONAL COMMENTS � M p ..O Z m z Z x yy ., 0 0 z 6- x'x GC'7 y x d � ab '.7 ._ - �� TOWN OF SOUTHOLD PROPERTY RECORD CARD OW ER STREET %s VILLAGE DISTRICT SUB. LOT Here/ a uJ R OWNER N E 2 REAGE x, 0 FOR Efscl,,�`P�j r R K6'-5617 d�2c� W b lGl�c FJ V10rd h, 1 . f S W t TYPE OF BUILDING III i e 1� RES. SEAS. VL. FARM comm. IND.0 CB. I MISC. LAND IMP. TOTAL DATE REMARKS _L 40 22-K',- l !F5t -1zTrordspo) C' t,- r�� azo Doo 3//74 , a'U O © o G 3 a3-L - r l saa L) 2e a /uv-orAic / er�IlS o Z Zoz� 2-nn 2400 /0 NEW NORMAL BELOW ABOVE Form Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable 3 Noodland ° ;wompland D 3J�ec "oo EU __ 3rushlancl douse Plot i �otal e ■■OEM 111M■■■■.IM■■■■■■■ ■■MEN■IM■■■■■II■■■■■■■ ■■MEN■Now■MEN S■■■■■■ / ■■■■■■OEM■■■IiY■■■■■■ ■■■■■■■■A■■■it■■■■■■■ ■■■■■■■MMEM■I■■■■■■■■ ■■■■■■■■■■■■I■■■OEM ■■ ■■■■■■■■■E■■11■■■■■■■ Ii ■■■■■■■■■■■m■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ TOWN OF SOUTALD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DAPARTMENT Do you have or need the following,before applying? TOWN HALL t/ Board of Health SOUTHOLD ' Q � NY 11971 6 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/S6uthold/ PERMIT—IVO. S--&Ip ;5-- Check Septic Form \ N.Y.S.D.E.C. Trustees Examined ff 20Q� Contact: Approved / ,20_�y Mail to: moo.. to Disapproved a/c ^� Phone: — DIn a Expiration 't 3 ,20:> r / Q � BUlI 1 gj.ITL=nrrtnr L,J Aur, 2004 APPLICATION FOR BUILDING PERMIT Date 7 1 It 20 0 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, 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. l i(�o- ✓`vrcr+2 (Signature of applicant or name,if a corporation) 13, 0 . 8 ox Va 9, s&,e 4 , hY // 7&6 (Mailing address of applicant) State//whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises r c Ic e t z (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. _ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ass P ; t.e nQo, ec� . House Number Street Hamlet County Tax Map No. 1000 Section —7o Block 0S Lot_ 33 Subdivision /y/t? Filed Map No. Lot (Name) 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed cons fiction: a. Existing use and occupancy _I b. Intended use and occupancy C:5- /� 3. Nature of work(check which applicable): New Building �, Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost i o , o 0.0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N /A 7. Dimensions of existing structures, if any: Front N I A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N I Rear Depth Height Number of Stories � f 8. Dimensions of entire new cons ction: Front 1 Rear Depth n Height a0 18� Man Number of S-torl ( sig i 11 I CY 9. Size of lot: Front 133. 97 Rear '53. 7 3 Depth S 15. a 3 10. Date of Purchase S p,r\ O Name of Former Owner N ,c�o,9 AvAo.veQSlo_ l 11. Zone or use district in which premises are situated Q– 4 D 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 14. Names of Owner of premises Arnno, A cActiz- Address P 0. Sox 4A Phone NoS16)'6 18 '! 103 NameofArchitect -'epi 3wt-\ue. AddressfO.B x OQSo.t4 hone No 31 .)OR– IM-Sp Name of Contractor Ahs Name Acl7– AddressP•0 .Box h`onneeNo. Std tk 'lia0 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 OF ) At, h GZ /7 A G k-e'g being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the W e-/2— (Contractor, /L(Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to mita ce 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. Sworn to before me this day of 20 0 / N tary Public Signature of Applicant LINDA J.COOPER Notary Public,State of New York No.4EA22563,Suffolk County��v� December`31,t pf SOUjyOlo Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1179 Na Telephone(631)765-1802 Southold,New York 11971-0959 COUNTI,N BUILDING DEPARTMENT TOWN OF SOUTHOLD March 29, 2006 Anna Acker PO Box 429 Shoreham,NY 11786 To Whom It May Concern: We respectfully request that you immediately stop all work affiliated with building permit #30568, at 855 Pine Neck Road, Southold, NY, SCTM#70-5-33. Following your recent request for a plumbing inspection, coupled with a further review of your file, it has come to our attention that you have gone beyond the scope of what is permitted by the above referenced permit. In order to rectify this situation in a timely fashion, the following information is required: l.) Amended plans showing all changes to your proposed unheated two-car garage with storage space above. 2.) Suffolk County Health Department Approval. When any plumbing work is proposed in an accessory building, health department approval is required. If you do not address these issues in a timely manner, further action will be taken which may result in the revocation of your permit. If you have any questions, please feel free to contact this office at (631) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m. anP�t=ll rs, is , Southold Town Building Department CC: File. Vo �erhn � � 2 S l O t 1 Yom , �0. i 4000 L �'�QS- t p \ AVERAGE LOYr,•,•,•;�'..�rc HATER 9•.'.;.;.;..'.'.'... AVERAGE HI SNL • D KATER FROM HOUSE ��.,_ �• I TO TIDAL YETLANP. `� •� TIDAL VHD TLA ` ` } n `�..• SYSTEM I � ^ � 5T0 BE ter' \ ' n © / `'�✓ F--• � C' ABANDONED PER SCOMS STANDARDS • �( 6 = I EXISTING YELL T ABANDOHEO ,•,% ' PER SCOWS CIFICATIONS C ( Y I PROPOSE INE OF EXISTING HELL— / /C1 t'�% KAYBN. ALONG X V Q I:, 10' CVR �7•/ .,�/V - ti• EXIST ONE PROPOSED SEPTIC SYSTEM- ST FRAME USE 1000 GAL.SEPTI. TANK. I``I• WHO TO (B)D'DIAx4'DEEP LEA0II1,16 / DEMOLISHED BU RINSS AND(1)DISTRITION '-EXISTING YELL \ BOX PROPOSED / OR��YHELFOR y ' � 'C' He)HpFP wp _ / I D THO LAND OF SULTAN A 8 STORY I�WIL SINGLE FAMILY DI-ELLING HOLEY , / IST OYELLhIb (HELL HATER) n TEST / 1 N FC K EXCAVATE \ / 1+ 0 XI SMITH EXISTING FRAME AO O IILY DYELLIN6 BUILDING TO BE r-�1 YARDS OPF SOL HATEW DEMOLISHED • \ I 4'S EMI R PITON MAT I I/4'PER FOOT N. EL-CAGE NOTE SenNnly System aM to be kutelled I VI 4•SDR PITCH AT Under ddvoway. ID•PER FOOT MIN. •'r �`r% _ y'_ -1--4.WR PITCHAT 1/4'PER F001-MIN. _ • PROPOSED GARAGE ' 6P•203 IO • I � I \I II SUFFOLK COUNTY M TMENT OF HEA SERVICES POR AP,v.°.OAL OF ONSrI'R I SWGLE FAMILY RESMENCE ONLY IDATE 1 S-O 5 BS REF.NO. tD-O -6CJ 2 p APPROVER n FOR NiAXSbSUiI/1 Ui' 11-BEDi OMS E}InRE$1TME yEHR61ao TE OF APPROVAL o SIH&LEM FAMILY OVERLLING =I \ g •1� 3 (YELL HATEW l . 1 IRVSI lar EXISTING YELL I / I I 1'-o'vr_0.UM �`• �• I / I I I co O DIS,(H.T.SJ O = O C —� OPN1 C7 co C7 C I ) co C7 f= C N 63.45'-00 H _ O C:I O C EXI5TI 15D'�T• O C7 co C H6 HATER MAIN PINE Ftpgp r— 0 0 o c SITE PLAI`I t I ( �013L x � 1 SCDHS. Ref. # 1710-04--0072 ANY ALTERATION OR ADDITION TO TNS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW SUFFOLK COUNTY DEPARTMENT OT HEALTH SERVICES EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTFICA;TIONS HEREON ARE VALID FOR TNS MAP AND COPIES THEREOF ONL Y IF APPROVAL OF CONSTRUCTED WORKS FOR SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ASINGLE FAMILY RESIDENCE WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM ALTERED BY' Date JUN 2 7 2006 H.S.Ref.No. t?i Q-oAi -oo"12 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SURVEYORS MAP. TERMS SUCH AS *INSPECTED' AND The serge disposs]and water supply fadNeS at bNe Iocalion have been 18ROUGHT-TO-DATE'ARE NOT IN COMPLIANCE WITH THE LAW. inspected 2nd/or cc-T25,-d by CRis Depa;t'r:eri ar ote:agenwes and found to AREA = 1. 2017 as be sacsfact y FOR A P rkXiI Urn r;-:: �. etED OOMs. The locations of wells and cesspools Wafter J.Hibert,P.E., ii shown hereon are from field observations Office ofWastvwaterManagement and or from data obtained from others. ✓Q ___ �__- I Onl for with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE �\ C DISPOSAL SYSTEMS FOR SJVGLE FAAA1 Y RESVENCES W wY a" by the conditions set forlh /herald and on the T permll to constructFE i r 39S W-0-0-0 Oz•Wc�s� e� \t• v i 253, ..— 4141 w.4 \ e / 6 \ ` `o\ WA PWE Ib CERTlFfED TOS ANNA ACKER sraw ABSOLUTE ABSTRACT, INC. rab°/i og 4 ss FIDELITY NATIONAL TITLE INSURANCE �r �9 St• �'o COMPANY OF NEW YORK STOAIE !{ 00 . O paggy' sro • oO wa«s SEPTIC SYSTEM MEASUREMENTS p� � a slZecr ST 12.5' 38,5 !n Z LP.#1 1 102 69' tlp. - � O� Q LP#2 85' 8/,5' ST#1 12.5' 18.5' M t r% 3 Q ---_-i. — Cyr 0 l0.1 t Oe'w I • GAR. N GAR. I lo•� 30.3' v � \ 3 am 0 a Z v+\5 SURVEY OF PROPERTY AT SOUTHOLD ° TOWN OF SOUTHOLD 3 Itc 3 SUFFOLK COUNTY, N. Y. 1000 - 70 - 05 - 33 SCALE 1" = 50' OCT. 1, 1998 JUL 216,, 11999 (conlour lines ,2003 1 2 CO f�j DE", .5,20C'- ' RFBAR SETT Q co Jon. i3, 2004 (certlflcaBons added) APRIL (8, 20_'5 (foundation) - eis JNN. 3 2006 ( r'k'oP. 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SLAB u Inwean"c"l'u'nge mJuding 111.111,puhue.l toilkel - lI U 6"x6" 10/10 W.W.M Cnnlpen,.ninn m 1 end grnerul Ii,bihly 111 eu a116Im nm LEAvE 6' OF FOUNDATION 1 ON 4" POUROU9 FILA Ic,s that.0.i au1h11n and eulanmh le 11ah1Iu vel dnnu r LL' EXPOSED AT GRADE T y ' s 2 GAR GARAGE PITCH TO O.H.D ",(nage 11111 Ic.n than F2 11111111111 Thr hnglnrrr vhill he -i LAv HW I • i Ie 6 mcd insumd un ..ry and A I poli"111.. L 7 [)1,,We 0(11 5 du1m 11Lam"c"o"ach lc d! ravel lINnu. _ _ _ 31011 4 O a,.Ia tion m ull perauan,n,11, O All rvnn6 ml..1111 wuh Lunucm of ma.t ,Iy m he N'nl...:nI ncJ O O O v iEe�F' - - ___ ___ ♦• p I h,prclxur cicnnnleJ r r 0 1 ! 1 1 7 n 0111111'11 rl - 1 •� rl ' i r 1 1 '1 0v111011 3 1/2" STEEL COLUMN 4 v Ifo Omutnd ti 2- 11 ___ i I I Col rlculi(h,N kru 11'111 auuNA 14 F Ihr rulcn.lnd pp 3 I/T STEEL COLUMN 1 Iia hel 11,,,e,, eInmJllumson,, a,the ItNA wW,Slwlc I.Ihe nh'1111,.1 ry CONC'x17 POURED , CONCRETEPOURED n i F 11 , � ___� 'x12 I 1 In CONCRETE FOOTING U =OOTING A II Y (TYPICAL) O . the"wage m III 11111 ge dlgv'.:J nyacl 111' 1' Dlpannmm 111111.11 d, 11, - - i.U1 nrn.1.111,J,dmmg. II1e h,'1111 dnnr11wm, only O I S LC x v 14 flrtuncd ® W ♦ O, 14 01 16 Th..eJrawwg.11111 epcubL:nunu err lnauvnlcna of,cn uc 11111 N LL v 0 ♦ z .\hull111111111111.1 pmprl tv nl the Brgl11en uhethn the prnleLl lm W O Xi DROP FND r0 3LR FL LE/ y rvhich 1111-Y an nude w ox1"Well 111 11111Th1y"nay nIn be I,,d Q nt- 'U 1Lao 110 any lith, ['111111(1,,',pt by.1,111111 outlwrilala n of the Fo,gnath ♦ m � m 1- • 111 F\ I V --. 1/4' M.L. HDR. 2- -- _ _ � 11/4" x 9 I/4" M.L.r1.L. HDR. ' I 1��.:.� - _-�- �- ' 2-I 3/4 N 9 Vol x 8'O' OHD i1t1" /ERIFY M O wERIFI M,O. O C" X O" OND 2_2x1 HDR [' 4' 10' 41' 1' '— 10' 4" R" 3' 4" I' 10" 6' 6" I I' 6' g' 0^ 31 011 ' NOTE30' 0„ 30' 0" SET R.R. ON 2x4 SOLE PLATE OVER TYPICAL SUB FLOOR p FOUNDATION PLAN W AND F.J. WITH TYPICAL 12 q- FLOOR PLAN HURRICANE TIES AT EACH R.R 2XIO RIDGEX 2X8 RAFTERS Q x 1/7' CDX S.-IEATHING = AS FE_i W 9 r ASPHALT ROOF SWNGLESIV on In GOVT RIDGE DENT Q r kms-" TTP. DETAIL AT GARAGE ROOF _ — i- -/ •m 3a� -_ MEAN RIDGE HEIGHT V -OP OF PLATE 2x4 STLDs W I PR,CANE CLIA TIG }— X CDx SHEATHING ,'•♦' EGCu R R 3 N 'T /EK HOUSEURAPLLI IO Z fA MATCH 51C INC ON LINE OF R R O tv EXISTING HOUSE } BEYOND Lu ro m 1_ a N1 lr - -- - - - - - - - - - 421 421 A21 - - A31 - - - - - - - - - - 10 w- NO I T" 2' 10" 3' 10" IO" I ' ]" OP OF SUBFLOOR�' -- - -_ 315ueFLOOR LL TOP OF PLATE 1x6 FASCIA PAINT ul b" OH CONT VENT y l 1 WOOD SOFFIT t 0 O 1 I 4PEYTB� O� o oil � 2 GAR GARAGE b * 9 �I . (L h. W n m > )94 n RAILING PER CODE m I u FESSIONP� r � o11aec c .c sub - scac =s JI TOP OF FOUNDATION rATTIC W r1 — — CRasl,_, _T E m _ _ =(ol "' JEFFREY T. BUTLER, P,E. — _ � _ _ _ _ _ — _ — _ _ _ — _ � _ — 2X10 RIDGE �� r a, _ �0 cl =TFT, c PITCH GR4DE 4K W QI 3 2X4 COI. SIL_ AWAT" FROM xp U W U� rw1 1q' dNCHOR BOLTS 7 FOUNDATION TOP OF FOOTING _ _ _ _ _ s=Rn EE s-IE_CLL SECTION A-A W l U U U B" =011= FOUNDATION U 8"x16' CONC F_ TABLE R301.4 1 o o 1 MINIMUM UNIFORMLY DISTRIBUTED LOAD5 CF51) u Wil ' n o 1 0 O Ln USE LIVE LOAL 1 im n (r lyw 1- n EXTERIOR BALCONIES 60 1 X r v X 1 W Z O DECKS 40 - a PASSE ATTICS WITHOUT UEH ICLE GARAGES SG �� 111„ - I X11 1(111 I' ]11 Q Z O O Arncs wruouT STORLGE IO I I' R" 3 10 4" --------- w z � 41rIG5 WITH STORAGE 20 I ' ]" 2' 10" �' ]' ' I �- LLI- � SLEEPING OMS 30 1 1 STAIRS 40 GUARDRAILS AND HANDRAILS 200 L - - - - - - _ -A21 - - -A21- - _ 421- - - A21 - — - - - - - - - - - - - - - - JI ( F ----51hK Q O U ROOMS OTHER THAN SLEEPING ROOMS 40 1 N N Y ROOF PLAN ,dRA,E LGDR U) 0 OPENING PROTECTION BY O - o � WOOD STRUCTURAL PANELS d a6 FERSUANT TO 1603.1 4, SEE O v a FASTENING SCHEDULE ON __ FAI DETAIL SHEET IN THIS SETJ O O Y SEE DETAIL SHEET FOR HIGH _, O _ O • GH WIND CONNECTION REQUIREMENTS -0 AN APPROVED 51N T-11 SEPTIC S) STE" j./j`y �• CA5- RON f /�Gs E % HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) 1 of 2 it IIID i - �� PR� � VIOUS DEG PERMIT # I-4138-02 61/00001 LME / SYMWLLEl PROPERTY LINE AIVERASE Hl WATER C$ SETBALK LUNE �— — _ .• -- — _. _ ims sk 63. ExIREMTTP LOLATEd........... ... ... ................ WATER w i, s TIDAL l^ETLAND' TELERIONE —r r- 0` • •. . BOVJNDARY ,< ' ...,�`• SANITARY FENCE ' I WEWffAD ELECTRIC — / fn ' � y ` r'••,. ! (� '••••.•... TEST HOLE � E:XI5'l SANITARY Il „-4 1 TE SY5TEM I ST HDA D �• ITILITY POLE X+ 2 EXI TI WELL 5 N6 EX1571N6 WELL 16 sRamD LEVEL-16.0 10 DARK FROWN LOAM OL 1. 14 EXISTIN 6 ONE N/F 12 5TORY FRAME eRowa slLm SAND sM 6AR G. Y d HOPE SMITH DHELLIN6 4' - - - - 14.0 51l FAMILY DHELL'IN6 ' (WELL WATER) EXISTING HELL PALE BROWN PINE TO MEDIUM SAND SP ! I; 14b' - - - - 32 • O q N� LAND OF SULTAN n' $ WATER IN PALE BROW 51N6LE FAMILY DHELLIN6 ry TE5T (I-ELL WATER) PINE To r-®INM SAND sP HOLE O EX15TINCP FRAME !U7 (n 6UILDIN6 TO BE ! WATT ENCOUNTERED 14G'BELOW BIIRFALE m DEMOLISHED TE51 HOLE r SII„' 1 BOX GDO D 6EO5GIENOE W Q 1 1000 5OUTHOLD, NY 11471 C� m }- X (631) 765-0671 C ODATE: 4/17/04 X W U- O Z - 1 8 F-4 p cp I1,h I° d). f 1 I� PROPOSED •, I� Q � LLI GARAGE (V U &�R on O I NbE R WRITE SCE l� A. RTIFICA 1 xl r TE E 5 IN6 w I AE _i EVERGREEN REQUIRED T TREE O WW F REMAIN I . ENOINEER, C 1 ERTIFICATION OF NAILI EO & C N ! CONNECTIONS N ECTIO NS U IR I E ' D II, I SILL OONSTRUl SMALL IAEET'4E RLUIREMENTS OF THE ! INM @IF NEW 1 OK STATE I I1 00 NOT PROCEED WITH JEFFREY T BUTLER•PE. V FPAMINO UNTIL SURVEY ! P OF FOUNDATION LOCATION m I HAS BEEN APPROVED.ILI p O m 3 I OCCUPANCY OR o > pj USE LIS UNLAWFUL u- Z I MARK 05MER 10 I9Ih Q p 51l FAMILY DWELLING I WITHOUT CERTIFICATE Z (WELL WATER) In I I p cj y OF OCCUPANCY < o o z I M 611 Q EXI5TIN6 WELL I AP ROVED A C1 V J v ti 1 I S NOTED Q OATEN !3 `� BP v 1 I � FEE: Co NOTIFY BUILDING DEPARTMENT D_ 2 815 3 765-1802 8 AM TO 4 FM FOR THE V LL FOLLOWING INSPECTIONS; Q Q . — 1. FOUNDATION - ' N �� TWO REQUIRED ff1 8 4 5 OO � Qp w tF FOR R POURED CONCRETE � N E ISTIN6 WATER MAIN 133,q^� 2. ROUGH - FRAMING 8 PLUMBING 3. INSULATION Q Q d P'l RoAE) „1 I� BE COMPLETE FOR C.O. G� 4. FINAL - CONSTRUCTION MUST Z Z SITE ION SHALL MEET THE TE PL N U REQUIREMENTS ALL TOF THE CODES OF NEW O YORK STATE. NOT RESPONSIBLE FOR ' 30 15 0 30 60 90 120 150 ' DESIGN OR CONSTRUCTION ERRORS. GRAPHI6 SCALE PPS FLOOD ZONE '�- _ ` - COMPLY WITH CHAPTER°46” III ; FLOOD DAMAGE PREVENTIOI SOUTHOLD TOWN C-)DE. �I OF b d�, 451 0 �Xll - 1,AB smusl['•ll lIC2,06ormal4r+, �wFw all Stam, ' mdoicip91.Apal Zoning and buileliogno tlaa ad mdidabces hailio�,jurisrgr:'dortand beaestuidalda feamwgf. prlcica: The American lnsdmm of Arcwtedts Conditions shall apply W all apnrbs must hal va a to pde� mwbaOVeo y -------- A otkpmfanmdbuthl p jeer. '2.The VI tendinous a[the coca An I disc gbt la theatmntian of the Engmeu o caWbmcm E dcamfntctlm. The Conwriar shall be � tlrKm�ahallor guanttnot [repor[ed once he has stared work ]Q' 9n �, 10u �, 1Q„ 7' 10" ]Q• 9n �__________ _ _______ _ � job tions. ' - - ---------- -- . . �. 3 Con to the Owner that all matenals and , v ,_______________________________________________�____________•_________________�____, , Willb of incorpmlity, ire the work will be new,and char er work , ------------------------------------------------- Will will he of good quality,fm<fmmfaWte and dcfeors for apennJ i •a of no year from the dam of the final Certificate of Occupamy. x 4.The Engineer shall no[be responsible for the construction means, methods,mdmiquel sequences or procedures,or for the safety b I i0 precautions and programs in correction with the work,and he R t • � • t a shall not be responsible for the contndors fail=to Carry nut the work in accordance with the construction documents The , i Engineer shell not he responsible for the acts or bnnsainns by ei, � the contractor No changes s made in oc goer holt it dm d vmenLt 55 1 t , F � UNEXCAVATEDt t d/or theb iWr I u a designed without e e s rho w z sed dein Po nx deug Pres w t i I a t 5,Tent of the racEtrgineer t � 4" P.C. SLAB i 1 5,The connector and all cabers shag in o ,z i trrol ma tame continuum t • t 6x6' I i 1 O/10 W.W.M. inaurutpe Coverage including rtatlitary'pWiaier(Worker � � n Compemntinn;atc.)and gamerai liapllity ince mount not ON 4" POUROU6 FILL kR that$5"M and summbdik hadill and damaxe The 2 CAR ARA(sE F PITCH TO O.H.D. gvisle ohim[bpi man gill million. Ehghrter shall h a , - I' a banned tnaute�dp'aoy and all pN{des. ell t I I . 6.pool 0.025 ameninumitetmlre shields.over fibrous �r' _ 2-I_3/4" X IIS" insulation at all protector sills. U XI It i o 74 Al Wood in contain with concrem or masonry to Wolmonized O C O Y' c i:O C a i --- --- o or fares ennmo 8 A sin smdon 5muke dGcetm alarm devic .hall b,installed T1 �; , v't • i - • N i t in each em..m allfloom apd shedbeV mrercorrecmd per code r"-- _ . IIIII--- i , 9 All hand witheurpperablewindow mbemechadiu0yvennlatetl a 2-13r�s" k II , •------_- p c New Y nue Cade, 3 1/]" STEEL COLUMN II • i 24/T STEEL COLUMN ' n, 3I 10,F,lea6ag to be igned m provide? rlegmn,N with outdoor I4"x24°x1211 POURED --'T - i i 'x24"x12" POURED a designed air-tempera eof0degrec and 15 MPH wind. CONCRETE FOOTING I U I CONCRETE FOOTING ILABcIKniul Nark beldacc mem flt lnE and - t' (TYPICAL) O rtt ' regulztioal of theN.Y.ld .an a N.Y.B.F.13 certificate is a rb he prelemed m the Own [ e completion of dtajob. 12 Plotpbmg InstaOaWan Inc ply with Sum and Local codes I • L 1 a I iT and rhe sewage disposal eye meet Flealth Depmtmenr rranduds. u ml - 13.I)gnot scale m9wingc thle 'dimensions only. `$ DROP FND, TO GAR FL. LEV 1 1 y 14.All msoli m r.on(mun o rhe rales d regulation,of We New Yark _ � I 0 $ Energy CooEtrvad nswto C . All gland oma to be tlouble X glazed and all exdri doors m love ina ted cores 9 Y I t • i t t t 15 The lesu3adan cion as indicated r these plans exceeds _ m i a• I� the Codt's mm smndards. b 1 m _ _ - I fi Tbme dna gs mdspeWficadous arc ins ents of senna and d- - • allt munde is ci the Engius, They theof be used — 31'0" _ _________________________________________________ ______________________________________ which they emade is executed nr nos The mu 2-I 3/4" k 9 f/4" M.L. HDR. p y y p[hc used 2=1 3/4" X 9 I/4' M.L. HDR. G1 on any n prn�pct cxcepl by unucn nuthorwatton 'thy Engsrrcr 10'011 X 6'o" CHO 10'0" X 'O" OHD VERIFY M.O. :VERIFY M.O. 2-2X1 HDR. - 1' 4' 101411 10'4" P Rn 3' 4" 1' 10„ - 6' 6" ] I' 6" 8' 6" 3r �n - Sol30' U" 30' 011 SET PER, ON 2x4 SOLE PLATE OVER TYPICAL SUBFLOOR 12 AND F.J. WITH TYPICAL I �¢ FLOOR PLAN FOUNDATION PLAN ' HURRICANE TIES AT EACH R.R ryd� F.J. GARA 4 a Q LU w r TYh, DETAIL AT GARAGE ROOF z = N III � N Y m va mom M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W o I A21 A21 All A21 — — — — , dl - ]t n2tn �, Qof1n —' 1Q a I1 2XIO RIDGE 2X" RAFTERS LU I I/]" COX BREATHING IS• FELT I ASPHALT ROOF SHINGLES I CONT RIDGE VENT ENGINEER: 1 TOP OF PLATE 12 I O x I u I u I e O J r I • _0. I I DS 1- Rill CLIP • �_ I 1/2" CDX SHEATHING EACH R.R. ABI-TIG x 2X4 STU w TY VEK HOUSEWRAP I — WSI I > MATCH D NG ON LINE OF Il r I RAILING PER COD I EXISTINBEYOND 1 1 v U ,� lJ'I ATTIC Io JEFFREY T. BUTLER, P.E. TOP OF SUBFLPOR —1 -- 3/4" 81,81FLOOR if 1 o i^T11 ax•e o.c Ixb FASCIA, PAINT O 9 _ _ ]kl0 RI _ - - $ 1 TOP OF PLATE —;., _— Z - I _ � r I I O I I I 10 OH df CONT. VENT IJJ O ry U U I WOOD SOFFIT .ITJe TABLE R301,4 I = u I o 2 GAR GARAGE MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) — a i`s a a I n il IQr • a 118E LIVE LOAD EXTERIOR BALCONIES 60 I 41 I .a Iry m 1 `y' O DECKS 40 I A r� .r" pougEp cpNc. sue - n000 Ps.1. Tr '_ 6 PASSEM(yER VEHICLE GARAGES 50 I ---- . w. o Mlc. Potir, s s«a uu,rn ATTICS IDITFiOUT,STORAGE 10 1 8 10 ] ]' S $' 1Q' 4n TOP OF FOUNDATION a" CRn�Hm 6iONE O ATTICS,w1rH STORAGE 20 1' 7" 2' 10" 2' 1 D" 2' 10" 1' 7' ' 9 �- LLL F s ROOM6 OTHER THAN SLEEPING ROOMS 40 I I 1 "d PITCH GRADE W ccnv.urEp Flu r, BLEEPING ROOMS 30 1 2X4 GOA SILL AWAY FROM Q Q ~ STAIRS 40 1 Ij I/2" ANCHOR BOLTS FOUNDATION u s A�f All A21 — API I Q N Y GUARDRAILS AND HANDRAILS 200 r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — all SILL SEAL + o TOP OF FOOTING -- -- TERMITE SHIELDLU cJECTION A-A LU o ROOF PLAN S" CONIC. FOUNDATION OPENING PROTECTION BY a"x16" GONG FTG. a o WOOD STRUCTURAL PANELS O O v PERSUANT TO 605.1 .4, SEE }}r FASTENING SCHEDULE ON DETAIL SHEEP IN iN18 BET / U SEE DETAIL SHEETFOR HIGH WIND CONNECTION / REQUIREMENTS 'AGE : Iof2 1111j, it - i - g - = I •----------------------------------------------------------------------------------------- - I --------------------------------------------------------------------------- FRONT ELEVATION RIGHT SIDE ELEVATION a- (Y- = a J ohm r 7 00 _ - - o a• m ILw ENGINEERDO . x JEFFRFY O T. BUTLP.E. ui Q tt 5 LL Y O , R (K LU Q W r m Q , - W v ------------------------------------------------------------------------------------------- u Ul REAR ELEVATION LEFT SIDE ELEVATION UL F 0 Qu 0U.1 O o o iL O n O cc o u PAGE : 2 of 2 �I FACE OF FOOTING 2.4 CONTINUOUS LATERAL BRACE AT 6' O.O. TABLE 1609,1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRU55 OR CEILING JOIST FOR WOOD STRUCTURAL PANELS 2-I0d NAILS 1 GABLE END TRUSS FASTENER SPACING w 2 FEET 4 FEET 6 FEET 4 R PANEL SPAN 5 PANEL SPAN < PANEL SPAN < PANEL SPAN FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < 8 FEET Q p W 'o 2 I/2" •6 161612i WOOD SCREWS 9 - NAILS WOOD SCREWS H/3 BUT NEED NOT N a. THIS TABLE BASED ON A MAXIMUM ETOWIND SPEED (3 SECOND GUST) OF 130 MPH AND " 5d COOLER NAILS AT 10" O.C.EXCEED 40 FT. MAX. MEAN ROOF HEIGHT F �� O 33 FEET OR LE55. \\�� BRAGELOC NAILED ATO EACH— b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. - H/2 BUT NEED NOT c. EXCEED IS FT, MAX. GYPSUM NAILS SHALL BE 106 COMMON OR 12d BOX NAILS. BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM 5d COOLER NAILS AT l" O.G. I', WITHDRAWAL CAPACITY OF 490 POUNDS. 20 GAUGE STRAP % e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (II.1 ml z 10-e6 NAILS AND A MAXIMUM OF 8 FEET (2438 mm). a N L PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED. g. TABLE FROM SBCCI - 1999 EDITION, FIGURE 8403. 1,11 ENDWALL STUDS GABLEENI--)WALL BRACING (WFc'ml FIGURE 3,(oa) w I I m a T EXTERIOR OR BEARING WALL TOP PLATES \ m ENDWALL Jo1sr A A STUD NOTCH GREATER THAN BLOGKIN 50% OF THE PLATE WIDTH BLOCKING BORED HOE MAX Ibd NAIL AT 24" O.G. GYPSUM BOARD OF STUDR'160K ' OF STUD,PSEPTH 16 GAGE (0.054") AND 1.5" WIDE II METAL TIE ACROSS AND TO EACH SECTION A-A 5/8" MIN. TO EDGE SIDE OF THE NOTCH WITH 8-166 NAILS EACH SIDE Q5/8" MIN, TO EDGE WOOD STRUCTURAL PANEL ', ' = IL /� / Y INSTALLED IN ACCORDANCE � � O FLOOR ' BRACING AT END BAYS S Bd NAIL AT 6" O.C. WITH NAILING SCHEDULE IT- NOTCH MUST NOT EXCEED TOP PLATES (ALL PANEL EDGES) (TABLE 3.I, WCFM HIGH WIND EDITION) Q r r 4thfi OF SND DEPTH (L�'!FCM FIGURE 3,610) = N ed NAIL AT 12" O.G. ON ALL � N y (13 PIPE FRAMING MEMBERS NOT AT V (K PANEL EDGES Q (a) OUTSIDE CORNER DETAIL f— X 0 BORED HOLES SHALL NOT 8d NAIL 4T 4" O.G. BE LPGATCTI IN THE SAME > Q� Z CROPS SECTION OF GUT OR GYPSUM BOARD W O "°��� 'N STUD TOP PLATE FRAMING TO ACCOMMODATE PIPMG N 8d NAIL AT 6" O.C. co (ALL PANEL EDGES) Q Nl NOTC14ING AND 150f�ED HOLE LIMITATIONS NA1L5BASEDON u-,. SHEAR WALL REQUIREMENTStu FOR INTERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL '� PlIv INSTALLED IN ACCORDANCE CWFCM 1995 SBC HIGH WIND EDITION, 3,4,3.1. 1 166 NAIL AT 24" O.C. WITH NAILING SCHEDULE ENGINEER: NO CEILING CENTER 2x BLOCKING (TABLE 3.1, WCFM HIGH WIND EDITION) DIAPHR,�,'rGM ON SHEATHING JOINT RAFTERS AND CEILING REQUIREp� ed NAIL AT 6" O.G. ON ALL JOISTS OR APPROVED 15/32 WOFRAMING MEMBERS AT PANEL OD STRUCTURAL PANELS _ ROOF TRUSS EDGES AND 12" O.G. ON ALL ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGES TOP PLAT* SECOND STORY TOP PLATE- III' (b) INSIDE CORNER DETAIL SEEING AND PROVISIONS ABLE ]BALLOON ALLOON FRAMING B IST T OR NOTCHED REFPERMITTED TO NOTCHING ERRED METHOD EXTERIOR CORNER FRAMING TOP PLATES FLOOR JOIST- BETWEENHESE LIMITS WALL STUD- JEFFREY T. BUTLER, P.E. SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS WFGM SECTION 3.4.1.1.1 WFGM SECTION 3.3.1.1.1\ II/3i SPAN l 1/3 SPAN, J JOIST ENDS TO BE H z H STUD 1 BLOCKED AGAINST WALL UA O ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLATE 4.. WAL, 41 4 2 O Z p WITH WFGM 3.3.1.3-END RESTRAINT FOR BLOCKING AND 3.3.1.4 BRIDGING _ W 0 W O BORED HOLE MAX TOP PLATE BAND JOIST AND BRIDGING \/ , Z O DIAMETER 40% OR BLOCKING SEE WFGM SECTION 3.3 OF STUD DEPTH BEARI 5/8" MIN. TO EDGE WALL NG 'I; Ix PLE s uos TYPI AL 21" CLEARANCE CONNECTORS HEADER IN RONT OF CE Q 4 5/8" MIN, TO EDGE A A REQUIRED O ENI FRONT of Q (1 LAP JOIST 3 IN. MIN. �I OPENINfi BortoM PLATE f I LAVATORIES rL~ W NOTCH MUST NOT EXCEED BAND JOIST 'I WATER SHOWER a 25% OF STUD DEPTH OR BLOCKING � I , ` O NOTCHES SHALL NOT BE FULL LENGTH CLOSET 1 a Q Z LOCATED IN MIDDLE ONE-THIRD JOIST - HEADER 9NOS WALL STUDS qL OR BIDET WALL Z Q SILL PLATE • I5" Lu Q O OF STUD LENGTH NOTE h� CRAWL SPACE SUBFLOOFA IF HOLE 15 BETWEEN 40. AND 609. UPLIFT CONNECTION IS REQUIRED 4 OR BASEMENT - Q o " ---'-------- ------- HOF STUD DEPTH, THEN STUD MUST BEAT EACH END OF HEADIER AND BORED HOLES SHALL NOT FOUNDATION -- ' --'•--- -- BE LOCATED IN THE SAME DOUBLE AND NO MORE THAN TWO SII AT BOTTOM OF HEADER STUDS IN CROSS SECTION OF GUT OR _ IL SUCCESSIVE STUDS ARE DOUBLED Nb�UPLI�r ADDITION TO CONNECTORS AT P u " �taNECjCj " NOTCH IN STUD GC AND 50 BORED R��'.IUIRF,Q BOTTOMWALL UOF CRIPPLES AND 21" CLEARANCE " CLEARANCE q � I i A 11 NOTCHING AND BORED HOLE LIMITATIONS PLATFORM FRAMING INTERMEDIATE " / UB BEARING WALL ' FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, 'FLOOR AND ROOF FRAMING TYPIC L FRAMING AND UPLIFT PAGE : IWFCM 1995 SBC HIGH WIND EDITION, 3.4,1. 1. 1 WATER CLOSETS CONN CTIONS FOR OPENINGS FIGURE R301,2 QT 2 MINIMUM FIXTURE CLEARANCES T The design of this structure Is hosed upon the Prescriptive stomach using the GENERAL NO ES: 9 P P P PP g (TABLE 3.B WFCM HIGH WIND EDITION) Wood Frame Construction Manual,High Wind Edition (WFCM)published by The American Forest municipal,All work shall o ing and b il ag codes a with all statrj,,i 120 MILE PER HOUR ZONE - NAILINCs SCI-IEDULE and Paper Association. (1995) vinjur diction and end building woes enductionncaIli ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Non-structural elements are based upon The New York State Residential Cade-January 2003 having jurisdiction end hest standards of conatructlon ",, (110 MPH 3-SECOND GUST . 90 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1.2.1,31) practice. !TABLE 3.1, WFCM HIGH WIND EDITION) For the Climatic ed lumber to be D Design Criteria,see Table 3301.2(1)on cover sheet. 1 The American Institute of Architects Condlllons shall acct y' STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Almon-enationsetlcoonto be Douglas Fir#2 or better SHEATHING LOCATION STUD SPACING to all work performed on this project. 1 Wind Limitations-Section Sectioan33022.1 OR PANEL SIDING FOR fid COMMON NAILS o 2 The ancien u shell verify all conditions at the elle. A p (SEE NOTE IJ (INCHES, O.G.1 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Colada-Section 3301 2.1-1 (See Table 3301 2 12 for Wind-Dome Debris Protection discrepancies must he brought so the attention of the En��peer (SEE NOTE 31 (INCHES, O.CJ Fastening Schedule For Wood SWctural Panels) prior to commencement of conetrudlom The Contractor thrall be E b 75EE NOTE 3) Dead Load-Section R301.3 4' PERIMETER EDGE ZONE I6 ROOF FRAMING except for hidden far job con stions.not reported once he has starI I work F 6 (5EE NOTE 3) Llva Load-Section 3301.4 1 RAFTER TO TOP PLATE (TOE-NAILED) 4-ed PER RAFTER Light and Ventilation-Section R303 exceptfor shall to Minimum Room Areas-Section R304 3 Coment in shall guarantee to the Owner that all d that al and equipment incorporated in the work will be new,end theta work INTERIOR ZONE I6 E 6 CEILING JOIST TO TOP PLATE ?OE-NAILED) 4-15d PER JOIST Calling Height-Section 6 Sanitation-SeUlon R30will be of good quality,free from faults and defects for a ps lod F 12 (SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP Toilet Bath and Shower Spaces-Sectlan R307 of one year from she date U the final Certificate the of Occupa icy Glazing-Section R308 4.The Engineer shall not be ceso r pro for the constr th n means, E 4 (SEE NOTE 4) CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAILED) 9-191d EACH LAP methods, techniques, sequences or procedures,or for the(safety GABLE ENDWALL RAKE AND RAKE TRIJ89 Garages and Escape and Rescue 3309 precautions and programs In connection with the work,anji he F Emergency Escape and Rescue Openings-5ec[lon 3310 b COLLAR TIE TO RAFTER (FACE-NAILED) 6-Bd PER TIE shell not be responsible for the contractors failure to tarty ut LandiExits-ngs-Section tionR31the work In accordance with the construction documents �he E . NAIL SPACING AT PANEL EDGES (IN.) BLOCKING TO RAFTER (TOE-NAILED) 2-BCI EACH END Landmge-Secllon 3312 Engineer shall not be responsible for the ads or onnssioqq by F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) Ramps-Sectlan R313 the contractor. No changes shall be made in the docur l�s •• RIM BOARD TO RAFTER (END-NAILED) 2-I6d EACH END Stairways-Section R314 rid I Handrails-Section 3315 and/or the building as designed without the expressed w pn I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH •o WALL FRAMING H.Wra-Section 3316 consent of the Engineer. l SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.Guend ° Smoke Alarms-Section R317 5 The contractor and all subcontractors shall maintain co hnuo06 ' o TOP PLATE TO TOP PLATE (PAGE-NAILED) 2-I66 (5EE NOTE U PER FOOT Insurance coverage including statutory policies(Worker 2. TABULATED 11 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU95 FRAMING °, Foam P prey a Plastic-Section 3319 Compensation,etc.)and general Ilahlliry In an mount not Simpson Strong-Tia TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d JOINTS - EACH SIDE Flame Spread and Smoke-SBc[lon 3319 MEMBERS WITH INCHES . FOR FRAMING MEMBERS WITH 0.42CGL0.49, THE NAIL SPACINGS SHALL BE 'o less that$5 million and aulomion. liability En and damage Insulation-Section 3320 coverage not less than$2 million. The Engineer shall be REDUCED TO 6 INCHES O.C. i MTS30 OR MTSI2 STUD TO STUD (FACE-NAILED) 2-16d 24" O.O. Dwelling Unit Separation-Section R321 a named insured on any and ell polimea. 'I � AT EACH ROOF RAFTER overfill Vapor Retarders-Section R322 6 Provide 0025"aluminum termite shields overf3. TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING HEADER TO HEADER (FACE-NAILED) d 16" O.O. ALONG EDGES Protection Against Decay-Section 8323 Insulation at all perimeter sills I, MEMBERS WITH G)OASU FOR FRAMING MEMBERS WITH 0,42MKO.49, THE NAIL SPACINGS SHALL BE USE B-I6d I6NAILS AT Protection Against Termites-Section R324 7 All wood In contact with concrete or mason to be WoI TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2x4 STUD masonry Illianlzed REDUCED TO 4 INCHES O.C. EACH END Site Address-Section 3325 m or pressure creasated. z Accessibility-Section 3326 0 3-MCI PER 2x6 SND Flood Resistant Construction-Section R327 8, A single station smoke detector alarm device shell be ills)felled 4. TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING m In each bedroom, on all flog and shall be all Interconnect d per code MEMBERS WITH G50.49. FOR FRAMING MEMBERS WITH 0.42TSM49, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER w 4-I6d PER 2x8 STUD 9 All bathrooms without operable windows[a he mechanl>elly ventilated tt. Foundations-Chapter4 REDUCED TO 3 INCHES O-C. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR BLOCKING (FACE-NAILED) 2-I6d (SEE NOTE I,2) PER FOOT Design based upon presumptive load bearing values of sand ravel and/or ravel as 3000 pounds as per New York State Code. 9 P P P g Y 9 9 P 10.Heating to be designed to provide 70 degrees F.with ltutdoor CONNECTION per square foot, Contractor consult Engineer If different soil materials are found upon excavation, designed air-temperature of 0 degrees F.and 15 MPH whhj1 FLOOR FRAMING or test hale,for alternative footing and foundation wall design 11.All electrical work to be In accordance to the rules and P JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-5d PER JOISTregulations of the Ill F U and a N Y S F.U.certificate 10 Simpson Strong-Tle Foundation Nates: to be presented to the Owner at the completion of the lob.(I1 MT9I2 - Jr." O.C. K"Anchor Boll(SSTB 28)See chart on this sheet for spacing USE 4-Sol NAILS BRIDGING TO JOIST (TOE-NAILED) 2-Bd EACH END 12.Plumbing Installation to comply with Stare and Local cIsit s 6"poured concrete foundation well, mi high, cover lest and the sewage disposal system[o meet Health s only. I,t standards BLOCKING TO JOIST (TOE-NAILED) 2-e6 EACH END Minimum depth-Section 4031 4,48"minimum coverage to top of footing 13 Do not scale drawings. Use figure dimensions only. - AT EACH STUD 16"x 8"poured concrete wall footings, 30l lest 14 All work to conform to the rules and regulations of the^'1Iecu York BLOCKING TO SILL OR TOP PLATE (TOE NAIL %. ED) 3-I6d EACH BLOCK 2-1 -/4"x 11 7/8"Mlcrolam Girder(or 3''A"x 11 7/8"Power Beam) Energy Conservation Construction Code. All glazed area to be double 5 4"poured concrete floor slab with 6x6xA10 mesh and vapor barrier glazed and all exterior doors to have Insulated cores. o LEDGER STRIP TO BEAM !FACE-NAILED) 3-I6d EACH JOIST Damp proofing at e#erior foundation below grade-Section R406 15.The Insulation protection as indicated on these plans exceeds JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-Sri PER JOIST 30"x 30"z 12"deep poured concrete column footings,3000#test the Code's minimum standards. 1 •• Deck and porch footings as noted,301 test,48"minimum burled depth ifi.These drawings and specifications are instruments of s rvor and BAND JOIST TO )0187 (END-NAL-ED) 3-I6d PER JOIST Foundation well to extend antouminimum undisturbed 8"above finished grade shell remain the property of the Engineer whether the proja�r for - i All footings to he canted down to undisturbed soil which they are made is executed or not. They may not be Wsed 0 0 i BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I66 (SEE NOTE IJ PER FOOT No footing shell be set higher than a 30 degree angle from any other footing on any other project except by written authorization of the Engineer. Pour no concrete on frozen ground or In freezing weather 17 The engineer has not been retained for site supervislod�,on-site ROOF SHEATHING Provide 3'/a"steel tally columns Inspections and certifications as required or requested by ale owner, Ssckfill shall not be placed against the wall until the wall has sufficient strength and has been BTRUOTURAL PANELS ad (BEE TABLE 3-B) anchored to the floor above,or has been sufficiently braced to prevent damage contractor or local bullding department DIAGONAL BOARD SHEATHING by the backfill(Section R404.1.7) UPLIFT-CONTINUOUS PATH CONNECTORS °o 1"x6" O A I D 2-Bd PER SUPPORT Floors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS U Floor framing shall be nailed In accordance with Table 3 1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND ° "x10" OR WIDER 3-5d PER SUPPORT Draftslopping-Section 3502.12 °° a Fireblockin Secllon R502 13 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 'i' p e 9- CONSTRUCTION CATALOG C-HW02 CEILING SHEATHING ° Floor Construction ANCHOR BOLTS IN FOUNDATION USE LTP4 - 16° O.0 ° GYPSUM WALLBOARD Sd COOLERS T EDGE / 10" FIELD '/."OSB plywood subfioor,fasten per Table 3 1 WFCM SSTB2B WITH BEARING PLATE, SEE FOUNDATION I 0LU WALL SHEATHING Floor joists'See Foundation and Floor Plans, spacing as noted NOTES FOR SPACING AT EXTERIOR o Fasten per Table 3 l WFCM PERIMITER AND Simpson Strong-Tle STRUCTURAL PANELS Bd (SEE TABLE 3.9) 2-2xh CCA sift with teems shield and sill seal SILL PLATE TO RIM JOIST USE. GARAGE/HOUSE MSTA36 - 16" O-C. - Finish floors per agreement LTP4 i6"O C AT EXTERIOR PERIMETER FIRESCARD PANELS AND GARAGEMOUSE COMMON WALL COMMON WALL USE 4-Bd NAILS X Wall Construction-Ill Prescriptive Method USE 4 8d NAILS AT EACH END USE 4-8d NAILS AT EACH STUD Q Q GYPSUM WALLBOARD 5d COOLERS T EDGE / 10 FIELD T all naming and finishing small be netted and or screwed In accordance with LL Sol 3 EDGE / b' GARAGE STUD TO GARAGE SILL PLATE USE: AT EACH END Tablane WFCM EFIELD 1xfiPlnetaede,wrap USE4BdNECTOR AILSAT ACHE c. SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS oto 0 2' Bd 3' EDGE / 6" Overhangs as noted USE 4 ed NAILS AT EACH END " FIELD Vinyl vented softils HARDBOARD 13d (5EE TABL 3.9) Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE: Slding:Sae Elevations MTS 12, I6.O.C. RIM JOIST TO STUD CONNECTION PARTICLEBOARD PANELS ed (SEE TABLE 3.9J Tyvek housewrap USE 4 ed NAILS AT EACH END 'G"OSB sheathing,see fastening schedule,Table 3.1 WFCM Q DIAGONAL BOARD SHEATHING 2x4 Studs @ 16"o.c with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE. 'G"Gypsum wall board J( 3 OR I'll 2-ed PER SUPPORT 5/8"Type X GWB In garage META 36, 16"O.C. "xb' USE 4 8d NAILS AT EACH END BLOCKING AT 111 to h"MR GWB In wet areas FOR CANTILEVER CONDITION USE MTSI2, 16"0 C 1/2" SPACINGS ` Q] Z W "x10" OR WIDER 3-Bd PER SUPPORT At least one window In each sleeping room shall comply with the exit requirements of section R310 USE 4 fid NAILS AT EACH END ALLOWS o 24" O,C. ALLOWS �r— Note drilling and notching limitations In figure R602.fi(1)for bearing walls FLOOR SHEATHING HOLDDOWN HOLODOWIN LU O and figure Rfi02.6(2)far non-hearing walls. RAFTER TO STUD CONNECTION USE' 1 STRUCTURAL PANELS Follow exterior corner framing detail figure R602.10.5 MTS 12, EACH ROOF RAFTER INSTALLATION SIDEWALL INSTALLATION O- USE 816d NAILS AT EACH END L I" OR LESS Bd 6" EDGE / 12" FIELD Roof Assemblies-WFCM Preemptive Method ', Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section 3905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USE: Simpson Strong-Tle U_ GREATER THAN I" IOd 6" EDGE / 6" FIELD Underayment application(Stadion 3905.27) CS20 USE B-8d NAILS IN EACH END ENDWALL 70F+ 44t For roof slopes of two(2)units vertical In bill2)units horizontal(17-percent slope), AT EACH ROOF RAFTER MTSI2 HOLDDOWN DIAGONAL BOARD SHEATHING up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),undedayment AT EACH STUD o 0 0 � "xb" OR "x8" 2-ed PER SUPPORT shall be two(2)layers applied In the fallowing manner, Apply a 19-inch(403 mm)airlp of DECK POST TO CONCRETE CONNECTION USE: (PHD5) o CORNER STUD underlayment fell parallel with and starting at the eaves,fastened sufficiently to hold in place PBS44A FOR EACH POST-USE 14- 16d NAILS CONNECTED TO I"x10" OR WIDER 3-Bd PER SUPPORT Starting at the save,apply 36-Inch-wide(914 mm)sheets of undedayment, overlapping 1 a TRANSFER SHEAR oor ENGINEER: successive sheets 19 Inches(483 mm),and fastened sufBclenlly to hold In place. DECK POST TO GIRDER CONNECTION USE I ° 2-Ibd COMMON 1. or For roof slopes of four(4)units vertical in twelve(12)units PC44 FOR EACH POST T NAILING REOHER SHEAR ARE BASED ON WALL SHEATHING NAILED 6"STRUCTURAL E THE PANEL EDGE IF WALL SHEATHING 15 NAILED E TCRSrON-CENTER SUCH AT THE PANEL EDGE 1 a HOLDDOWN NAILS AT 10" O.G. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REoUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS, eUGH Aa SHEAR PLATES, Ina Protection Section R 905.2.7.1) o (PHD5) o SHALL BE USED TO MAINTAIN THE LOAD PATH. ( GIRDER TO DECK JOIST CONNECTION USE. Undeflayment In High wind(Section R 905.2 7 2) MT512 @EACH JOIST ® ` 1. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-Ill NAIL PER FOOT Fleshing (Section R 905.2.8)1 -2-16d COMMON ® CORNER STUD Chimney's and Firespaces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE O NAILS AT 6" O C o CONNECTED TO Energy Efficiency-Chapter ifi, see attached report MTS12 @ EACH JOIST TRANSFER SHEAR - Mechanical-Chapter 12 General Mechanical Systems-Chapter 13 PORCH POST TO DECK USE (TABLE 3,2AWFCM HIGH WIND EDITION) Heating and Cooling Equipment-Chapter 14 2-AC4 -USE 14-16d NAILS Exhaust Systems-Chapter 15 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL t SHEAR LOADS Duct Systems-Chapler ifi PORCH POST TO GIRDER USE 2-AC4 Combustion Air-Chapter 17 USE 14-16d NAILS JEFFREY T. BUTLER, P.E. FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapter iB ANCHOR BOLT CONNECTIONPlumbing-PartVll 3/4" MINIMUM SUPPORTING EDGE NAIL SPACING (IN.) (I/2° ANCHOR BOLTS) PORCH ROOF RAFTER TO GIRDER USE FL IOR TO FLOOR CONNECTIONS— mm MTS 12 AT EACH ROOF RAFTER 5 EDGE [DISTANCEHOLD DOWN BRACKETS AT SHEAR WALL CORNERS BILL PLATE TO FOUNDATION I STORY 4& EDGE CONDITION BP (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 73 AND WINDOW AND DOOR OPENINGSUJ 3 STORIES IS WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 3 I9 LU (SLAB-ON-GRADE (Ill FIGURE 3.Za d4.1b) z Q o Slmpeon Strong-The NOTE- MAX 12 FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL " 4, li U210 2X6 c AT EACH RAFTER Il! y 4-I0d x 11/2" q Simpson Strong-Tie le AEACH POST 4 1 O N (TABLE 3.9 WFCM HIGH WIND EDITION) � NOTE: J H dl WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS ATTACH LEDGER TO FRAMING MEMBER RIDGE TEN5ION STRAP z C620 USE 8-8d NAILS (120 MPH 3SECOND GUST . 100 MPH FASTEST-MILE WIND SPEED [PER TABLE 33-1.21.31) SEE PLAN WITH 2-1/2" X 5" LAG BOLTS AT 16" Q SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ON CENTER w EACH END AT (SEE NOTE U (INCHES, D.C.) OR PANEL SIDING FOR fid COMMON NAILS o EACH ROOF RAFTER Q Q O d (SEE NOTE 3) (INCHES, D.C.) dt 1 r E 6 Simpson 5trori le Q o 4' EDGE ZONE 16 U210 2X6 'Q = F 12 (SEE NOTE 2) AT EACH CEILING JOIST E 6 4-I0d x 1 1/2" RAFTER INTERIOR ZONE 16 2 F d E . NAIL 5PAGING AT PANEL EDGES (IN.) -r 1 F . NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) d a Simpson Strong-Tie 2" MINIMUM I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT . U210 2X6 REQUIREMENTS SHALL BE USED. SIDECOVER • :6;�. AT EACH DECK/PORCH JOIST RIDGE BEAM PAGE :Simpson Stroril ( - 4-I0d x 1 1/2" f•'+�` ,�r .� PBS44 2, TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING AT EACH POST FOOTING Simpson Strong-Tie MEMBERS WITH G20A9. FOR FRAMING MEMBERS WITH 0.42SGgp.49, THE NAIL SPACINGS SHALL 557628 WITH BP ' TYPICAL PORCH/DECK O� SE REDUCED TD 6 INCHES O.G. RIDGE TENSION STRAP DETAIL R BOLT 3. FOR EXTERIOR PANEL. SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED PORCH COLUMN CONNECTIONS ANCHODETAIL. LEDGER CONNECTIONS FOR COMMON NAILS.