The URL can be used to link to this page

Home My WebLink About32014-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32025 Date: 11/27/06 THIS CERTIFIES that the building ACCESSORY Location of Property: 500 (HOUSE NO.) County Tax Map No. 473889 Section 55 OLD NORTH RD (STREET) Block 1 SOUTHOLD (HAMLET) Lot 8. 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 18, 2006 pursuant to which Building Permit No. 32014-Z dated MAY 18, 2006 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 BARN IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to PHILIP J & JOYCEMARIE E. BURNS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2004771 06/08/04 PLUMBERS CERTIFICATION DATED N/A ~~nature 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. 32014 Z Date MAY 18, 2006 permission is hereby granted to: PHILIP J BURNS 500 OLD NORTH RD SOUTHOLD,NY 11971 for : CONSTRUCTION OF AN ACCESSORY BARN AS APPLIED FOR. THIS PERMIT REPLACES BP 29353. at premises located at 500 OLD NORTH RD SOUTHOLD County Tax Map No. 473889 Section 055 Block 0001 Lot No. 008.001 pursuant to application dated MAY 18, 2006 and approved by the Building Inspector to expire on NOVEMBER 18, 2007. Fee $ 405.00 t ORIGINAL Rev. 5/8/02 ~~1iI ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~1iI liI~ii!IE!Iii!~~ii!Iiillii!IE!~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Located at ~ ~ Application Number: I Section: 055 Block: 0001 ~ ~ ~ ~ ~ ~ ~ ~ Miscellaneous ~ certificate is for a ~ HORSE BARN ~ Panels ~ Wh"ine :,t.nd Devi(':es ~ Outlet ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I 1iI~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by GUMBRECHT, THOMAS C. 8 BREWSTER AVENUE FORT SALONGA, NY 11768, JOYCE AND PHILIP BURNS 500 OLD NORTH ROAD SOUTHOLD, NY 11971 500 OLD NORTH ROAD HORSE BARN SOUTHOLD, NY 11971 2004771 Certificate Number: 2004771 Lot: Building Permit: 29353Z BDC: ns11 008.001 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, HORSE BARN, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 8th Day of June, 2004. Name OTY Rate Ratinll Circuit ~ I 60 5 F ixturt' Fixture Outlet Receptacle Switch Arc Fault Circuit Interrupter 16 0 9 0 7 0 11 0 8 0 8 0 4 0 Fixture Incandescent Flourescent General Purpose GFCI General Purpose 20 amp seal I of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~~ 31--014- Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING/STRAPPING [)(FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ;11 ~ ~. A. (11-;:; E. -&t:- ~ LVL ~ C~ ~ !VL~~ ~ C- () ~ C0'Ct. I ~ II 0 c... ... I:;' ") Vc. RJrn fJ€ . ~ INSPECTOR ~.~ ~ F(c:- /1 3).. Of Y ;27353 1- H5-1802 BUILDING DEPT. SPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~ ..L' . REMARKS: ~T/~ @~ ~;Z?~ ~- DATE /O/.JI~~ . / / CHRISTOPHER R. STRESS, A.I.A. ARCHITECTURE AND PLANNING A P.O. BOX B21 JAMESPORT, NY 11947 PHONE/FAX (631) 722-7865 ~ --'"\ r:' ~, : .' MAY iii 1Im , -: I I ; L.- _ _..____.--l (~: i . l ~'i T .,...,.... ";l,y '; ....,.,-~",~:'()LD I',.'" " ',.,' ,,'.. ,".,' , ,,~ 30 April, 2003 Town of South old Building Department Main Road Southold , N.Y. 11971 RE : New Barn for Joyce Burns SCTM 1000-55-01-8.1 Dear Damon, It was pleasure to have finally linked up with you on the phone today. Thank. you again for your time. I've included the letter you last sent regarding the above noted application for your reference. Now, the design is prescriptive per the Wood Frame Construction Manual-SHe (high wind edition) . Chapter 3 prescriptive. The followin2 sections of that code shall be utilized for this desi2n : 3.1 General Provisions -3.2.1 , 3.2. \.3 3.2 Connections - 3.2.1,3.2.1.3 3.2.2 Uplift Connections - 3.2.2.1. , 3.2.2.2 3.2.3 Overturning Resistance 3.2.4 Sheathing & Cladding attachment - 3.2.4.1. , 3,2.4.2. , 3.2.4.4. , 3.2.4.5 3.2.5 Special Connections 3.4 Wall Systems 3.4.1 Exterior Walls 3.4.3 Interior Non load bearing Partitions 3.4.4 Wall Sheathing 3.5 Roof Systems 3.5.1 Wood Rafter Systems - 3.5, \.l ,3.5.1.1.3 , 3,5.1.\.3 , 3.5.1.2 , 3.5, \.3 , 3.5.1.4 3.5.4 Roof Sheathing 3.5.5 Roof Diaphragm Bracing The nailing schedules from this code appropriate to the above shall be utilized as well - l20mph wind speed etc.. I have included copies of same (right from the book) to be stabled to this letter and the plans and as such shall be a part of these plans and permit. I anticipate that the permit shall be issued in the coming week. Thank you again for your assistance in this matter. We have come a long way in this process and I appreciate your co-ordination and understanding in helping this permit along. This new code is nothing short of a life experience for us all . Such you have any further questions or require any additional information, kindly contact me directly. CHRISTOPHER R. STRESS, R.A. ARCHITECTURE AND PLANNING A P.O. BOX 821 JAMESPORT, NY 11947 PHONE/FAX (631) 722.7865 runbout@optonline.net 9 October 2006 Town of Southold Building Department PO Box 1179 Rte. 25 Southold, NY 11971 Att: Mike Verity, Chief Building Inspector RE: Phil and Joyce Burns New Barn PerrnitNo.32014 -4 Dear Mr. Verity , Pursuant to previous discussions with your office and my client, I have reviewed the Barn constructed at The Burn's residence as noted above. We are the Architect of record for this project. As such the framing was changed as such: 2 LVL's were used in lieu of three and the rafters were placed 16" O.c. in lieu of 12" . These changes are approved by this office and meet the code. Should you have any questions on the above or status of the project, kindly contact me directly. We would ask at this point that you issue the certificate of occupancy for this horse barn . Be:)Jt R.eg , 0"'::' ::-"," .'\. \... ..;;':~.,\.. ~. ~[:',;; '0\::\, ._ . ,/ Ce',' ;:.'2tr~)',!i] Christopher &~ , R'Ai' i,,_ ii li. ~" '\.'. !~ r,>-'" ,if Lic No 02533,.;,0 (.,,\'';'/C''':1'' .. \{~:2Z~::i~~:(,::.Y;' r' , FlELDINSl'ECTION REPORT DATE FOUNDATION (1ST) FOUNDATION (2ND) ROUGH FRAMING & PLUMBING , INSULATIONPERN. Y. STATE ENERGY CODE FINAL "J< t-e.. , 0-Je..- ~""W A '/0/0., /0 ~ , , . , //)1. r , .J , , COMMENTS" .- ~~ ~~ "-.);:j . ....... ~ ~ d ,,19 "" Ii"J '0, z '" ~ , (5 ~ "" i ~ '"'l ~ ,.,. .')...- ~ ~' Gt'"'l ~ b.- 5-;.-b~ fo ' A/tJo.J 1',4 rl-'Pe -to- ,-",+AJ LVI- "". n_, , 1/~f2. -" f...,. 3 LV L ~ v 11 I tJ;2 ~.' 1 '\ ( ~ 6 ~#. I 11-- ~ 0_ ..(L , ,^ oJ. hn:::\A . ') . PH ff ^ _ /J:),~ L }I:, 118 c.. " ~-J-:.IU,,1II J ~ 'I tJ C ~ v ,/.'- II n L/J-.Y\. /'~; M^-rd ~ '17' f.:, h-.~ 0 r ' . A/',': ~~ .' ~<)" ~7<l~ ,t, tJ.~ p? CO, /'. V _cr-) 0- /0/0' ./ / , tf"7 ,? 'L --- {l.Y /~A A ~- ~ /" u {/ I.... ;-." , ~ ADDmONAL COMMENTs ~(\ cLu lAY ,~.5 c/<. /7 11__ .;L '-" . .IL-" .P:: ,I' _. __ "" -.L,d ) T , , '" --- '-~ '7\ .~ ~ - ~~ z. -.!m ::u - ~. .- -a~ '- ~ \ _of' S ' .... (; .) 1 ~ , ~ , '""""""'" .,,-. .lZi~7 I LOT ",6 ,~.~ Pc. I (lfY\./t) , . 19 I-Sf A d- .tfem 42.7-1lll-cr( pa;~~tr; l'le _. SUB. . , '"' 5 ~;=g.1: l -~---_. LAND 50 \~C(: IMP. TOWN OF SOUTHOLD PROPERTY RECORD CARD STREET $00 VILLAGE DIST. Old IJor'i-t I<d 6 ACR. , ,.'6 ~ 5 TYPE OF BlD. , l, / '. . I~JJ ,/ j .i ( (,.k.. .~.;..c/~.~ , ....A I,,:',' :~' __ .. ). . PROP. CLASS ~/() TOTAL DATE .' L I 7 "lJ ,tv ,,is .$ 05:C)i)6 E:(:t~L/9Ih . C/:;('s2: o,'p.:::-,->-" .L_~JJ,-,-~, -'G viuJ, IJfc;hf15lJ. ~e!/cw~Jh~J J --. -- . 5- -- 2(1"(1 0../ Re.J 700-0 '?:J.O{) Sc><::) Z/QO FRONTAGE ON WATER TillABLE .'Z ~5c; FRONT AGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT I TOTAL 2-1 er[) 55-1-8.1 12/02 _ __ ____m 1 I I j I . . /~ /0 I 7>1 I'/i'1 ""2 'F>1 -I I I #I I~l\; t I . ( k.'~ 1-1 i"- I ~ "!', -,.,0 /'1 ~~!i ~ )( ~j - f~':l'> ..- Pe"'" -~D ~ ()Of., Foundation Bath ..3 Dmette I M.Bld. II I ~ /f>tt7.-.- 0,- .."",.. , ,9i~'i~A :1/'. /0 X /4 = /40 3,50 1'10 Basement .~ Floors Kit. I SLAB .- ~x1~ion /2 X'U=- ~,)2. 3,75' q45 Ext. Walls Interior Finish LR. ! -r c..- Extension Fire Place VES Heat &-L'( D.R I Patio I Wood stove BR 3 'tf6r~({ b 1< ~::- -:::. ~2..;> 308 .So /54- Dormer Fin B. 2 )("2-2--= !7e, ; - Deck Attic Breezeway :LAC. u#Ji:;;0 ~ Rooms 1st Floor Garage ;:(j >< ;;zo = 4- w I ,5E- 630 Driveway Rooms 2nd Floor O.B. Pool ~-- .- /~ .:----:' . - o gZ2-s(jj) PERMIT NO. :?6i\ 3 :lul Lf I p> 3<:'3:Z BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Cheek Septic F ann N.Y.S.D.E.C. Trustees Contact: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/SouthoIdI Examined Approved Disapproved ale ,20~ ,20~ Mail to: Expiration 1l~6" jtl// "l'\fIR \ Q ~ "APPLICATION FOR BUILDING PERMIT ,J Date / It, ,20~ INSTRUCTIONS \ ~\ i:iiris" 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 ofthe 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. '/2,' ( otU '1lv.:tL!?I. ~.ati4U, 1/ Y (Mailing address of applicant)' U '-414 r name, if a corporation) G. 500 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder iJ U}-nVt/ Nameofownerofpremises ;J1t~J;f1 9. ~A/J--n4/ ~ ~~~ ~. ~ (As on the tax 011 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 ofland on which proposed work will be done: 000 aU 'lftJJLZk ;tld. ~~ ,'I!. tj. House Number Street 11 1/971 Hamlet County Tax Map No. 1000 Section oS- Subdivision ? (Name) Block ,D I Filed Map No. Lot g. I Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy #a..u ~ -, b. Intended use and occupancy dM4l..--' 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost / S, IJ CJ 0 . a() Fee Addition Other Work Alteration ~tV)~ (Description) 5. If dwelling, number of dwelling units If garage, number of cars (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specifY nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Depth Rear Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories~/;( Depth 8. Dimensions of entire new construction: Front Height Number of Stories Rear 9. Size of lot: Front 3~. 051 R -:J/') tJo/ ear u ~ . 1 Depth ~ 00. 00 10. Date of Purchase / 99J' Name of Former Owner rJU'4::tzv ~.J!/!~ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ( 13. Will lot be re-graded? YES_NOL Will excess fill be removed from premises? YES_NOL 14. Names of Owner ofpremisesf'U~~~ AddressScro ~ '/lM.zI<-IV. Phone No. 765 - So I 'J Name of Architect Address;;;~n7/~ , 'ft.}. Phone No Name of Contractor Address Phone No. , .. 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 ) being duly sworn, deposes and says that (s)he is the applicant of individual signing contract) above named, (S)He is the t')(~ (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. Sworn to before me thi day of 201L3- Notary Pub ic JOYCE M. WILKINS Notary Public. Stato of New York No. 4952246. Suffolk County Term Expires Ju~e .: 2. .;l 003 ~R/h1~&'~~ Signature of Applicant . , CHRISTOPHER R. STRESS, A.I.A. ARCHITECTURE AND PLANNING A P.O, BOX 821 JAMESPORT, NY 11947 PHONE/FAX (631) 722.7865 ; l-~\, ~~ . i. ~" ic" ~' ',i ." \.,,\~ II' ?ro3 " : ';, "'i... . i:. i 1- . .. " L, ,.- ., "1 i L._... ._......_..__....l , ~2";.C. hJT .. , T!f. .,~,: 0[;..;; :-'l:T~';OLO 30 April, 2003 Town of Southold Building Department Main Road Southold, N.Y. 11971 RE : New Barn for Joyce Burns SCTM 1000-55-01-8.1 Dear Damon, It was pleasure to have finally linked up with you on the phone today. Thank you again fur your time. I've included the letter you last sent regarding the above noted application for your reference. Now, the design is prescriptive per the Wood Frame Construction Manual-SBC (high wind edition) . Chapter 3 prescriptive. The followinl! sections of that code shall be utilized for this desilm : 3.1 General Provisions -3.2.1 ,3.2.1.3 3.2 Connections - 3.2.1 , 3.2.1.3 3.2.2 Uplift Connections - 3.2.2.1. , 3.2.2.2 3.2.3 Overturning Resistance 3.2.4 Sheathing & Cladding attachment - 3.2.4.1. ,3.2.4.2. , 3.2.4.4. , 3.2.4.5 3.2.5 Special Connections 3.4 Wall Systems 3.4.1 Exterior Walls 3.4.3 Interior Non load bearing Partitions 3.4.4 Wall Sheathing 3.5 Roof Systems 3.5.1 Wood Rafter Systems - 3.5.1.1 ,3.5.1.1.3 , 3.5.1.1.3 , 3.5.1.2 , 3.5.1.3 , 3.5.1.4 3.5.4 Roof Sheathing 3.5.5 Roof Diaphragm Bracing The nailing schedules from this code appropriate to the above shall be utilized as well - 120mph wind speed etc.. I have included copies of same (right from the book) to be stabled to this letter and the plans and as such shall be a part of these plans and permit. I anticipate that the permit shall be issued in the coming week. Thank you again for your assistance in this matter. We have come a long way in this process and I appreciate your co-ordination and understanding in helping this permit along. This new code is nothing short of a life experience for us all . Such you have any further questions or require any additional information, kindly contact me directly. Christopher S l.;..i II r :~ Table 3.1 Nailing Schedule Rafter to Top Plate (Toe-nailed) Ceiling Joist to Top Plate (Toe-nailed) Ceiling Joist to Parallel Rafter (Face-nailed) Ceiling Joist Laps over Partilions (Face-nailed) Collar Tie to Rafter (Face.nailed) Blocking to Rafter (Toe-nailed) Rim Board to Rafter (End-nailed) (see Table 3.3A) (see Table 3.3A) (see Table 3.7) (see Table 3.7) (see Table 3.4) 2- 8d 2-16<1 perrnfttt per joist each lap each lap per tie each end each end Top Plate 10 Top Plate (Face-nailed) TopPlales at Intersections (Face-nailed) Stud to Stud (Foce-nailed) Header to Header (Face-nailed) 2~16d' 4-16d 2-16d 16<1 per foot joints. each side 24" a.C. 16" a.c. along edges Top or Bottom Plate to Stud (End-nailed) 2-16d 3-16<1 4-16d per 2x4 stud per 2x6 stud per 2x8 stud BOU(Il1 Plate to Floorjoist, Banq;oist, Endjoist orB locking (Face-nailed) 2-16dJ.l per foot Joist to SiD, Top Plate or Girder (Toe-nailed) Bridging to Joist (Toe-nailed) Blocking to Joist (Toe-nailed) Blocking 10 Sill or Top Plate (Toe-nailed) Ledger Strip to Beam (Face-nailed) Joist on Ledger to Beam (Toe-nailed) Band Joist to Joi&. (End-nailed) Band Joist to Sill or Top Plate (Toe-nailed) 4- 8d 2.8d 2- 8d 3-16d 3-16<1 3- 8d 3-16<1 2-16d1 perjoi& each end each end each block each Fist perjoi&. perjoia per foot Structural Panels Fiberboard Panels 7/16" 25/32" 8d (see Table 3.9) 6d 8d 3" edge 16" field 3" edge/6" field Gypsum Wallboard Hardboard Particleboard Panels Diagonal Board Sheathing I "x6" or 1 "x8" I "x 10 " or wider 5d ooolers 8d 8d 7" edge 1 10" field (see Table 3.9) (see Table 3.9) 2-8d 3-8d Structural,Panels 1" orless greater than I" Diagonal Board Sheathing 1"x6" or 1"x8" 1 "xIO" or wider 8d IOd 6" edge / 12" field 6" edge / 6" field 2-8d 3.8d per support per support ] Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-cenler at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate oonnectors, such as mear plates, shall be used 10 maintain the load path. ) When wall meathing is oontinuousover oonnected members, the tabulated number of nails shall be pennitted to be reduced to l-16d nail per foot. AMERICAN WOOD COUNCIL ,. F, fJ. Table 3.2 Sill or Bottom Plate to Foundation Connection ReqUirements ,', 1 I Fastest Mile Wind Speed (mph) 90 1(10 110 120 Connection: Number Roof Span U L S U L S U L S U L S of (ft.) Stories: Required Capacity of Connection (lbs/ft)U SillPJate to 12 50 . 402 92 * 402 139 * 402 190 . 402 Foundation 16 77 129 186 250 1 20 103 165 234 310 (Crawl Space or 24 130 202 282 370 Basement) 28 157 239 330 430 32 184 276 378 490 36 211 313 426 550 20 58 * 681 128 . 681 206 * 681 291 . 681 2 24 89 170 I 260 I I 358 I I 28 119 211 314 426 32 149 253 368 493 36 179 294 422 561 28 81 * 960 183 * 960 297 . 960 422 * 960 3 32 114 I I 230 I I 357 I I 497 I I 36 148 276 417 572 Wall B attorn PIa te 12 50 143 4213 92 176 421' 139 213 42P 190 254 42P to Foundation 16 77 129 186 250 1 20 103 165 234 310 (Slab-on-Grade) 24 130 202 282 370 28 157 239 330 430 32 184 276 378 490 36 211 313 426 550 24 58 143 4213 128 176 42P 206 213 42J3 291 254 421.1 2 28 89 I 170 I I 260 I I 358 I I 32 119 211 314 426 36 149 253 368 493 179 294 422 561 28 81 143 42P 183 176 42Jl 297 213 4213 422 254 421-1 3 32 114 I I 230 I I 357 I I 497 I I 36 148 276 417 572 U = Connector uplift load. L = Connector lateral load (perpendicular to the wall). S = Connector shear load (parallel to the wall). * Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1. 1.4. I Tabulated uplift requirements assume a roof/ceiling deadload of 10 psf (2/3 x 15 pst). 2 Tabulated uplift and lateral connection requirements shall he permitted to be multiplied by 0.70 and 0.85, respectively, for framing not located within 8 feet of building comers. J Tabulated shear capacity requirements assume a wal] shear capacity of 421 plf (walls sheathed with 7/16"structural sheathing attached with 8d nails spaced 6" at perimeter edges and 12" at intermediate supports). For other wall shear capacities the required shear capacity of the connection shall be increased. AMFRIr:AN ~n~~c:.T R. ~^~I:"~ ^C'C'I"V"^T'^~' II '1J ::u 11'1 In (') ::u :; -I <: 11'1 o 11'1 In i5 z - , 120 PRESCRIPTIVE DESIGN WOOD FRAME CONSTRUCTION MANUAL - SSC 121 't. " Roof Sheathing Attachment Requirements for Wind Loads Table 3.7 Rafter/Ceiling Joist Heel Joint Connection Requirements for 20 psf Roof Live Load Table 3.8 f1, ~'..I.'..'. ' i If I, ; ~, " Roof Span (ft.) Roof Span (ft.) 12 20 28 36 12 20 28 36 Rafter Rafter Required Number of 16d Required Capacity of Heel Joint Slope Spacing CrnlffiOn Nails per Heel Joint Connection (lbS)W.4;; (in.) SJiiceIJ.3.4J 12 4 6 8 II 320 576 823 1067 3:12 16 5 8 II 14 426 766 1095 1419 24 7 II 16 21 640 1152 1646 2134 12 3 5 6 8 240 432 617 800 4:12 16 4 6 8 II 319 575 821 1064 24 5 9 12 16 480 864 1234 1600 12 3 4 5 7 192 346 494 640 5:12 16 3 5 7 9 255 460 657 851 24 4 7 10 13 384 692 988 1280 12 3 3 4 5 137 247 353 457 7:12 16 3 4 5 6 182 328 470 608 24 3 5 7 9 274 494 706 914 12 3 3 3 4 '107 192 274 356 9:12 16 3 3 4 5 142 255 364 473 24 3 4 6 7 214 384 548 712 12 3 3 3 3 80 144 206 267 12:12 16 3 3 3 4 106 192 274 355 24 3 3 4 6 160 288 412 534 , Nailing requirements shall be permitted to be reduced 25% ifnails are clinched. , Heeljoint connections are not required when the ridge is supported by a loadbearing wall, header or ridge beam. , When intermediate support of the rafter is provided by venical struts or purlins to a badbearing wal~ the tabulated heel joint connection requirements shall be permitted to be reduced proportionally to the reduction in span. . Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices. 5 Tabulated heel joint connection requirements assume ceiling joists or rafterties are located at the oottom of the attic space. When ceiling joists or rafter ties are located higher in the attic space; the tabulated heel joint connection requirements shall be increased by the fdlowing factors: Ceiling Height / Roof Ridge Height Heel Joint Connection Adjustment Factors 516 6.00 415 5.00 314 4.00 213 3.00 112 2.00 113 1.50 114 1.33 115 1.25 116 1.20 1110 1.11 120 j SlRUCTIJRAL SHEATHING II Gable Endwall Rake and Rake Truss EIFIIEldE F II ElF Maximum Nail Spacing for 8d Common Nails inches o.c. 6 12 6 12' 6 12' 6 6 6 12' 6 6 6 6 6' 6' 6 6 6 6 6' 6' 6' 6' 6 6 6' 6' 6' 6' 4' 4' 6 12 6 12 6 12 6 12 6 12 6 12 6 12' 6 12' 6 12 6 12' 6 12' 6 6 6 12' 6 12' 6 6 6 6 4 4 4 4 4 4 c::;::GJ "U ::tI m en (') ::tI =u -I <: m c m en is z Sheathing Location:1 RafterfTruss Spacing (inches, a.c.) 4' Perimeter Edge Zone 12 16 19.2 24 Interior Zone 12 16 19.2 I 24 . Sheating Size RafterfTruss Spacing Minimum Number of 8d Canmon Nails per Support (inches,o.c.) 1x6 or Ix8 Sheathing 12-19.2 2 2 2 2 lxlO or larger Sheathing 12-19.2 3 3 3 3 E - Nail spacing at panel edges (in.) F - Nail spacing at intermediate supports in the panel field (in.) I For roof sheathing wilhin 4 feet of the perimeter edge of lhe roof, including 4 feet al. each side oflhe roof peak, lhe 4 foot perimeter edge zme attachment requirements shall be used. 2 Tabulated 12 inch a.c. nail spacing assumes sheathing attached to rafter/truss framing members with G~0.49. For framing members with 0.42:50<0.49, the nail spacing; mall be reduced to 6 inches o.c. 1 Tabulated 6 inch O.c. nail spaci~ assumes sheatling attached ta rafter/truss framing members wilh G~0.49. For framing members with 0.42:50<0.49, lhe nail spacing; !ihall be reduced to 4 inches o.c. . Tabulated 4 inch a.c. nail spacing assumes sheathing attached to rafter/truss framing members with G~0.49. For framing members with 0.42<0<0.49, the nail snacinP.':. !ihaU be reduced to 3 inches o.c. BOARD SHEATHING ,- AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL Table 3.2A Sill or Bottom Plate to Foundation Anchor Bolt Connections Resisting Lateral Be Shear Loads (Prescriptive Alternative to Table 3.2) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS Fastest-Mile Wind Speed Fastest-Mile Wind Speed (mph) (mph) 90110011101120 90 1 lOoT 1101120 Anchor Bott Foundation Bracing Wall Perimeter Maximum Anchor Bolt Maximum Anchor Bolt Connection Supporting Edge Nail Spacing (in.) Spacing (in.) Spacing (in.) Sill Plate to Foundation* I Stnry All' 46 72 (Crawl Space or Basement) 2 Stories 23 36 3SIDries 15 23 Wall Bottom Plate to Foundation 1-3 Stories 3' 19 28 (slab-on-grade) 6' 36 57 * Anchorage required to resist lateral loads shall be detennined in the foundation design per Section 1.1.4. I Anchor bolt spacings based on maximum shear capacity of unblocked roof and/or floor diaphragms (279 pit). Z Anchor bolt spacings based on maximum shear capacity of bracing wall perimeter edge nail spacing of 3" c.c. (731 plf) built in accordance with Section 3.4.4. J Anchor bolt spacings based on maximum shear capacity of bracing wall perimeter edge nail spacing of 6" o.c. (421 plf) built in accordance with Section 3.4.4. Table 3.2B Sill or Bottom Plate to Foundation Anchor Bolt Connections Resisting Uplift (Prescriptive Alternative to Table 3.2) 8' End Zones Interior Zones Fastest-Mile Wind Speed Fastest-Mile Wind Speed (mph) (mph) 90 100 110 120 90 100 110 120 Anchor Bolt Foundation Supporting: Maximum Anchor Bolt Maximum Anchor Bolt Conriection Spacing (in.) S pacing (in.) SiH Plate to Foundaiion 1-3 Stories 72 72 72 72 72 72 72 72 (Crawl Space or Basement) Wall Bottom Plate to Foundation 1.3 Stories 40 33 28 25 51 42 36 32 (slab-on- grade) AMERICAN WOOD COUNCIL I .. Table 3.3 Roof Rafter or Truss Connection Requirements ." Fastest Mile Windspeed (mph) 90 100 110 120 Rafterffru ss Roof Span U' L' S U' L' S U' L' S U' L' S Spacing (in.) (ft.) Required Capacity of Connection Obs)1,2;l 12 145 143 210 198 176 210 256 213 210 320 254 210 16 178 243 316 395 20 212 289 375 469 12 24 245 335 435 545 28 279 381 495 620 32 312 428 555 695 36 346 474 615 770 12 193 191 280 264 235 280 341 284 280 427 339 280 16 238 325 421 526 20 282 386 500 626 16 24 . 327 447 580 726 28 371 509 660 826 32 416 570 740 927 36 461 632 820 1027 12 232 229 336 316 282 336 410 341 360 512 406 360 16 285 390 505 631 20 339 463 601 751 19.2 24 392 537 696 871 28 446 610 792 992 32 499 684 888 1112 36 553 758 984 1232 12 290 286 420 396 352 420 512 426 420 640 508 420 16 356 487 631 789 20 423 579 751 939 24 24 490 671 870 1089 28 557 763 990 1239 32 624 855 III 0 1390 36 691 947 1230 1540 U = Connector upli ft load. L = Connector lareralload. (perpendicular to the wall) S = Connector shear load. (parallel to the wall) I Tabulated uplift requirements assume a roof/ceiling dead load of 10 psf (2/3 x 15 pst). 2 Tabulated uplift and lateral connection requirements shall be permitted to be multiplied by 0.70 and 0.85, respectively, for framing not located within 8 feet of building comers. J Tabulated uplift loads are specified for roof-to-wall connections. When calculating uplift loads for wall-to-wall or wall-to-foundation ;onnections, tabulated u.plift values shall be permitted t~ be reduced by 66 pIf (2(3 x 100 pit) for each full wall above. Tabulated length reqUIrements assume a mean roof height of 33 feet. For mean roof heights of 15 feet or less the tabulated values shall be pennitted to be multiplied by 0.80. ' II -a ::a 11'I f/l (') ::a =ij -I <: 11'I o 11'I f/l 15 z i r f c , .~ ~ ;~ -.: