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HomeMy WebLinkAbout45357-Z �gUFFOIa`� Town of Southold �o 019, Town 8/26/2021 a P.O.Box 1179 0 o • � 53095 Main Rd y?jp! �ao�,ti Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42294 Date: 8/26/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1115 Arrowhead Ln.,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/8/2020 pursuant to which Building Permit No. 45357 dated 10/21/2020 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: additions and alterations, including rear and side stoop,unfinished basement,and screened porch altered to living space,to existing 4 bedroom single family dwelling as applied for. The certificate is issued to Gagnon, Sebastien&Han,Cheryl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45367 6/21/2021 PLUMBERS CERTIFICATION DATED 7/12/2021 T an Plumbin A o ze ignature >= TOWN OF SOUTHOLD ���gdFFU(,�coG� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45357 Date: 10/21/2020 Permission is hereby granted to: Woods Living Trust 1115 Arrowhead Ln Peconic, NY 11958 To: alter(interior demolition) existing single-family dwelling as applied for. Additional approvals/plans will be required. At premises located at: 1115 Arrowhead Ln.,Peconic SCTM # 473889 Sec/Block/Lot# 98.-3-7.1 Pursuant to application dated 10/8/2020 and approved by the Building Inspector. To expire on 4/22/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 B ' ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a'Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to,accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. I b , New Construction: Old or Pre-existing Building: (check one) Location of Property: �, �rrt�,i��112,dD I 'e m'o 'irF,c-01!m lr House No. Street n, L. +4,.jHamlet Owner or Owners of Property: ' P�1_1 . Ger .,,an ChM4,..1 Suffolk County Tax Map No 1000,Section 8 Block 3 Lot Subdivision A-mm,%,Aajc�k Filed Map. I LN I I Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Building Department Aaplication AUTHORIZATION (Where the Applicant is not the Owner) C-.&tt7L! residing at .�S (Print property owner's name) (Mailing Address) CM do hereby authorize 1 i A t MOA- (Agent) &,Uh—' ,AY � �to apply on my behalf to the Southold Building Department. (Owner's Signa e) (Date) 5&2- ill IC.• as .Qr1ow (Print Owner's Name) I CONSENT TO INSPECTION the undersigned, docs)hereby state: Owner(s)Nam s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold, located at I I I-S 4=61hgaQ L4un&T_ Q &1&4 which is shown and designated on the Suffolk County Tax Map as°District 100 , Section 9 ,Block_�Lot That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the follow'ng: ll1d�i4l a�, w9�� MA uk I3 That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: "1 e) (Prin=tN a oF SOvey®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1179 ® @ sean.deviin(a-)-town.southold.ny.us Southold,NY 11971-0959 �' a ®lyC®UP1T`I,�``� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Sebastien Gagnon Address: 1115 Arrowhead Ln city:Peconic st: NY zip: 11958 Building Permit* 45357 section: 98 Block 3 Lot 7.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wildwood Electric License No: 4836ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 46 Ceiling Fixtures 24 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 23 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceding Fan 1 Combo Smoke/CO Transformer 20OW UC Lights 2$' Dryer Recpt Emergency FixtureTime Clocks Disconnect 2 Switches 3Q 4'LED Exit Fixtures Pump Other Equipment- Pucks (5), Hood, Freezer, Fridge, Mini Fridge(4), W/D (2), Gas Oven, DW(2), Micro Notes. " AS BUILT NO VISUAL DEFECTS " DID NOT SEE THE ROUGH Half House Renovation Inspector Signature: v� Date: June 21, 2021 S.Devlin-Cert Electrical Compliance Form.xls A *V SO!lr,��� Town Hall Annex Telephone(631)765-1802 54375 Main Road `�' Fax(631)765-9502 P.O.Box 11790 Southold,NY 11971-0959 D C[EOV[E BUILDING DEPARTMENT DD TOWN OF SOUTHOLD J U L 1 6 2021 BUrLDING DEPT. T( I"I (:�S()IT't'FIom CERTIFICATION Date:. Building Permit No. Owner: Wu072. L �/•%�� �('�"PK�� (Please prin) Plumber:- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 7S(AL, 20�_ CHARLES KULESA r # Notary Public,State of NewYork r• '" No.0106295181 Qualified in Suffolk County _ Commissi Expires December 30,20� Notary Public, � � County pF SOUlyolo * # TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] 'INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ED6" D(WIVIA tv S '��.� • DATE 3 INSPECTOR OFSObIyo`o # TOWN OF SOUTHOLD BUILDING DEPT: ��y000MV 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 12,f INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 . . INSPEC ION - . [ ] FOUNDATION 1ST - [ OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R MARKS: O p n - -A, p b,n re,nv uc. 4t4— V(A rovikA ovr V/ Ta 4 DATE 3 18 INSPECTOR OP SOUIyo �✓ ' * # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGH PLBG. [ '] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION 7111 PRE C/O REMARKS: 01 DATE INSPECTOR v q;i SOUT,y� f # TOWN OF SOUTHOLD BUILDING DEPT. �y�o„rme 765-1802 INSPECTION—[ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY} [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1r cohv dr1✓/7l�/ ��' L DATE INSPECTOR G F Ofm y has ry has ; im i r� N i ,/� a` �a R'_ E 4 r , Y a� pay 4A,YI&WO TAW Al S _ t a i' x i «. � v' � y� IOM", � g F E � f t!i' ngi Ei r� h� a y _ , e r It t AL wkw Vail s I e t )6 e �f f tl 1 { S` JAMES J.DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631)298-7116 Date: March 26,2007 To: Town of Southold Building Dept. Re: Bedrooms Woods 1115 Arrowhead La. Peconic,NY .p To Whom It May Concern: The plans for the above mentioned addition will end up with a four bedroom layout, and the plans will show-this. Also a door was removed from the upstairs hobby room. Any other questions please call. IN y Sincerely o e D rkoski r+ a� FIELD INSPECTION REPORT ® ! FOUNDATION ------------------------ FOUNDATION 1 ROUGH i PLUMBING row Of dVWAW-,POJ a INSL4ATION PER N.Y. STATE �I ENERGY . ! `. I'M AX11 f_ ' �r'�►?;'1�. �il� , , '�' ` , ,l .-: '► • D I 8 g i i '' -jj -- ATATT A" VAN M, r. R .0 � o 1 ! 1=0,0 Wrl mi t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 /� Survey Southoldtownny.gov PERMIT NO. -/ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20-10 Single&Separate_ Truss Identification Form Storm-Water Assessment Form Contact: Approved Q Lal ,20 C�0 Mail to: C 15 LLCL Disapproved a/c 10,_;� r' CrA WXL 4clumq . Expiration 20 Phone: Bit 0 CT - 8 2020 APPLICATION FOR BUILDING PERMIT B7,B17,C EPT Date , 20 rkov,'T 1 C i, ^;�"TUOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I t d�tVl�i �eQ is LLC-- (Signature 1C-(Signa re of applicant or name,if a corporation) my(Mailing Adress f applicant) 11931 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder G-2Yl 6,1 C-cY��- Name of owner of premises tPl—_o�—�',w Gcoi'1 cri (As on the tax roll or latest dee ) 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: _ 115 11rr&x3VW_cAn Lam C_�'i Q House Number Street Hamlet County,Tax Map No. 1000 Section Block Lot q o Subdivision �qrC QQ,� L\/jE- Filed Map No. Lot 7, 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy � jc M"i C A b. Intended Intended use and occupancy \ r�M' i or La�uin rl UM4_0011 W=1.nQ- , k X110-nCA- l� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work I (Description) 4. Estimated Cost ° e00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor �- If garage, number of cars 7- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ( Rear Depth s Height Number of Stories 1. 13" Dimensions of same structure with alterations or additions: Front N10, Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 9 k Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 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 NOWill excess fill be removed from premises? YES NO 14. Names of Owner of premises 5b5g4jen GioWonAddress -k-r& �,�y Phone No. Name of Architect Address Phone No Name of Contractor�&l o'gwo. k7 _LLc-c- Address 10 Phone No. (0 1' 3�-9'--OWO -I o,,> 466 iT1q W 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 04, * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NOS * IF YES,PROVIDE A COPY. - CHARLES KULESA STATE OF NEW YORK) Notary Public,State of New York No.01KU6295181 SS: Qualified in Suffolk County COUNTY OF Commission Expires December 30,20a`� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, s '�' (S)He is the p,� r aon'tna("fo' (Uon'tractk Agent, C orate 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 jQbefore me this day of OC-lobe, 20 C C�� J4 Notary Public Sign4tide of Applicant BUILDING DEPARTMENT- Electrical Inspector .. � MAR - 1 V1 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 117.9 V Southold, New York 11971-0 .59' ", Telephone (631) 765-1802 - FAX (631)765-9502 rogerr(@-southoldtowriny.gov — sea nd(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/1/21 Company Name:Wildwood Electric Inc. Name: ,¢L�y License No.: ME-4836 email: ralphjr@wildwoodelectric.com Phone No: 631-236-2211 Q✓ I request an email copy of Certificate of Compliance Address.: 111.5:Arrowhead Lane, Peconic JOB SITE INFORMATION (Ali Information Required) Name: Gagnon Residence Address: 1115 Arrowhead Lane, Peconic Cross Street: Phone No.: 631-236-2211 BIdg.Permit#:'4"53,-'q email: -ralphjr@wildwoodelectric.com '- Tax Map District: 1000 Section:- Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Interior Renovation Interior Renovation Interior Renovation Check All That Apply: Is job ready-for inspection?: ❑✓ YES ❑NO 2]Rough In - ❑Final Do you need a Temp Certificate?: ❑YES ENO Issued On 3/1/21 Temp Information: (All information required) Service Size Q✓ 1 Ph 03 Ph Size: 200 A # Meters 1 Old Meter# 0 New Service Q Service Reconnect ❑✓ Underground E Overhead # Underground Laterals Q✓ 1 ❑2 ❑H Frame-]Pole Work done on Service? QY Q✓ N Additional Information: 6 PAYMENT DUE WITH APPLICATION ,Cb 2 0� Electrical Inspection Form 2020.xisx ; r�� PERMIT# 4Address: Switches Outlets ° GFI's 1 Surface II 1� Sconces coml 4T-�X HH's 1` \A6 UC Lts- � l��e Fans Fridge ! ��� I HW Exhaust Oven Dryer VV, I Smokes DW - - I Service Carbon Micro Generator Combo _ Cooktop Transfer J AC �, AH' . . ,Mini 1 Special: Comments. re �k � �`74P s > -� 1 CK ROAD_--- LNpIAN NE , v SURVEY OF LOTS 6 & 7 8 SMAP OF .. ARROWHEAD COVE 7010 n=AME 70.IW L - �•... j i.Ir SITUATED AT _ PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ' w crc S C. TAX No 1000-98-0 / 1000-98-0 07 LOT 6 SCALE I•=50' .S v 1: t sonUa n ft a o' �aao� ser m«os 148.57' w s aml� d N 84'09'50" E AREA=4a.M.69.Q n I d w.o mlo-la .ANO' UI ^a oat 0 U: 9 G/.'RTIfIdD TO Z NO 8 ROCUTY NATIO"AL TRIM INSURANCE COMPANY Of NEW PORK I 0 l LOT© onn-aa- TME NWOODS o 25029 07-0G 0 SUSAN WOODS rn � s TAX Na , s c $ AM W ! y oo n no wr rs ro wt Yn IV z�-� � a rrr vrc rr pr.mo ra•,n•1®a w M,ao�rm ' L'J Iv�lelRa.. e_s,�'- r •v u�.CZ'1� A n"��`msa�":`r o®al,am a ce."ai.gra ✓� � aaS d H V � b> ' ua � "[c• %'`, 2�'n uraa�.ou ro m�oaA aww M�M"�,o. Rf SUFFOLK E19NDEPARIM13J1'OFHLALTASERVICES 7 Ey FIRM T RAPPROVAL OFCONSTRUtnOXFORA tri a CLE FAMILY _ RESIDENCE ONLY j Y ro "0-_�i®O01 #aOL DAM (-f HSRERNO. 42 ca cR�a�3(o sr,t�c1 LOT omo S C.TAX Q APPROVED 110 t -96-05-07 f�r �•�' .:7� �� pw r naiw.� - FORg`- 0 ' Ct YEARSFROMDATEOFAPPROVAL �� - ro7o mlc i 4- I�sa�ss d P,Z 169.56' c r ' , ® akWom f --- ------..a„c w w o°9 S B 409'50" W i E y PLEAS NOTE ® LOT B�N owEw� aITl Minimum d(stan a between well ,o s.a� -Joseph Land SUrvAeoo o and cesSPO o!is be 350 feet, Land Y rL' ��lm,Cs ao A NM lmEYC"Loaf Iv ct> n.a aeeom:o wr awa rlgK(ulpn-aop ca.(v17m-nn 005'Ri �s rr a on - -- af1L �N lame o/ ► arm UKalm u Myr �f/•f14 r'�� w�.afU N"10oi'u�'�INllmf r /� IN NW( PARK .#551-= 5'05'50`'1;0"'E ,F 290:00 - ROW-OF-20'EVERGREEN TREES` WNE` ST�ct E Q . 0�• 0. 0007. 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EV'�I�TN,���cui F�l�.+. .�2F..aNq+M .`/,.^-�G �..�4".��C1CI�GYRGLMYT�T!Iy[4:�/fi n+ll+SSC"" - -, !/�-�,y �J,r /„1 /,��{ 5'+(., ROS $f`R��],F+M��cV�ci'VS �'. { }��.A Q -v["c-�.{�''�N;{�U..a a'*T'�'��`�xTH� 'T,'•!�•� 0 '- �JS`%4 �1.; •1'i/,�a,;,2&,.- (= 4 f,63 -)13, V1�! �' r i$SL17c :o}ZL1T1([i'TC►IFi1SlfRE1fI5/5y1bT�tT1{32{ F„SEDT(Q1t,].203QFT�IE�IE�1IKgRKS7ATEEOI (1(h�l?+W. r"� ' �+ ` building details, LLC 103 Montauk Highway East Hampton, New York 11937 (631) 329-3000 October 6th, 2020 Re: Remodel Project 1115 Arrowhead Lane0 CT 8 2020 Peconic, New York 11958 -- 2[ J �nti"T,- �r� T. Building Department; Please be advised that we building detail, LLC has been retained to perform an interior remodel to include the following scope: — _..... _ • Replace kitchen, countertops &appliances'—location to remain the same • vF�e-ne • !n • Replace existing wood floors with new wide plank white oak floors I have provided a plan showing the existing conditions with the demolition notes for your review. I would like to be granted permission to perform the interior demolition as we develop the complete set of construction drawings. Please advise. Sincerely, Mark T. Sichling General Manager Building Details, LLC Generated by REScheck-Web Software Compliance Certificate Project 1115 Arrowhead Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: 2021-01-30T05:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1115 Arrowhead Lane Jeff Butler Peconic, New York Butler Engineering 5168184379 Compliance: 12.3%Better Than Code Maximum UA: 260 Your UA: 228 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,589 49.0 0.0 0.026 41 Ceiling 1:Cathedral Ceiling 302 30.0 0.0 0.034 10 Wall:Wood Frame, 16"o.c. 810 15.0 0.0 0.077 41 Door: Glass Door(over 50%glazing) 210 0.310 65 SHGC: 0.31 Window:Vinyl Frame 72 0.310 22 SHGC: 0.31 Floor:All-Wood Joist/Truss 1,891 38.0 0.0 0.026 49 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jeffrey T Butler 1/28/21 Name-Title Sig a Date Project Title: 1115 Arrowhead Report date: 01/28/21 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. splens-Vertfi®d,F �ielfd V411fied, - „ i re-lnS',iktiQn/Plan4R�viesni " 111�,11�1113 �0 1�3�1�59°•x .Olntl]�QiItS�AsSt[111 tiOnS?' .,. ' 103.1, ;Constructionn drawings a° "p"A '"xyF ° d a ngs and ,° Y ., ' Complies 103.2 !documentation demonstrate E ffi � �Does Not [PR !energy code compliance for the 4 ,` ` !building envelope.Thermal ; �4 „ s ; , N9,mot Observable ! !envelope represented on == Not Applicable ; ;construction documents. R a x ! 103.1, ;Construction drawings a „ s ' v,N,, r ' ;L g ';, �^ °� _ Complies 103.2, !documentation demonstrateDoes Not ! 403.7 !energy code compliance for AP `n [PR3]1 ;lighting and mechanical systems. - er:�u ., ° '; - lot Observable , !Systems serving multiple ", " �-"�� Not Applicable !dwelling units must demonstrate !compliance with the IECC � � s !Commercial Provisions. : Heating and cooling equipment is, Heating: Heating: p 'QCom lies ! 7u�a sized per ACCA Manual S based Btu/hr I Btu/hr IT Not f0h, �'on loads calculated per ACCA Cooling: ! Manual g: Cooling: joNot Observable J or other methods Btu/hr Btu/hr 17Not A licable approved by the code official. ! PP° Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2; Medium impact(Tier 2) ,T Low Impact(Tier 3) Project Title: 1115 Arrowhead Report date: 01/28/21 Data filename: Page 2 of 9 M 'A' f r spe""i— il,`,o A i'�, Attimption 81, F #yw ,W7 W4, 666dAtIbm"In't"ctlbn­�, �C6nft6hU/A A Req 77 RR Yg"5,17,,e 30321 A protective covering is installed to TO-Complies 2" �n protect exposed exterior insulation .UDoes Not and extends a minimum of 6 in. below tTNot Observable 1 grade. TJNot Applicable 40,`.'9 ZSnow-and ice-melting system coQtrolsilComplies ,[FO 1,2144installed. T,� Jboes Not ,V DNot Observable T,- TNot Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2p Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1115 Arrowhead Report date: 01/28/21 Data filename: Page 3 of 9 Project Title: lll5Arrowhead Report date: 01/28/21 , ` HVA piping conveying fluids R- R- 7,ETComplies" above 105 PF or chilled fluids T,- TDoes Not below 55 PF are insulated to?tR- .0Not Observable ;UNot Applicable 403.4.1 :Protection of insulation on HVAC V [FR2411 !piping. ALJDUes Not mv ',,�IjtjNot Observable 114 ot Applicable Hot water pipes are insulated to R- 1 R- ITComplies TTNot Applicable "..,Auto Ocomplies matic or gravity da mpers are installed on all outdoor air O-Does Not —intakes and exhausts. ONot Observable ETNot Applicable AdditionaKComments/Asumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) --[7 FLow Impact(Tier 3) Project Title: lll5Arrowhead Report date: 01/28/31 Dotafi|ename: Page 5of 9 A, V "o Veiflfiied',�, V-s- 1�1 11 1— � '�Jf 914-P u . -11111"Cothpfts?-*.�2��,totniniafits ssu M"ip-'Tia1pqs il� ctap,, n 1410 0 Ae 101 1 ""k 41 wm, - All installed insulation is labeled r4Q Complies [IlV4 131 or the installed R-values Does r Not Y! -4�Vk provided. ot Observable %,,,;4DJot Applicable 402.1.1, !Floor insulation R-value. R- R- ILJComplies ,See the Envelope Assemblies 402.2.6 i :-[:r Wood ;-El Wood :table for values. [INI]i 0 Does Not ,TTSteel :IT Steel -",DNot Observable -,ETNot Applicable 402.1.1, !Wall insulation R-value. If this is a; R- R- !TComplies ;See the Envelope Assemblies 402.2.5, :mass wall with at least V2 of the :.=Wood ;UWood =Does Not table for values. 402.2.6 :wall insulation on the wall I : [IN3]1 :exterior,the exterior insulation ITT mass ITT mass -,DNot Observable !requirement applies(FRIO). :TT Steel Steel ITT ,ETNot Applicable I i I 303.2 ;Wall insulation is installed per eOf,", -," 1, - Complies [IN4]1 ;manufacturer's instructions. Aw ,I� - Does Not ot Observable Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 1115 Arrowhead Report date: 01/28/21 Data filename: Page 6 of 9 ` IF 41 46tg/Asiiiiiinpi'16� 402.1.1, ;,Ceiling insulation R-value. R- R- �LJComplies ;See the Envelope Assemblies ;table for values. 402.2.6 tJNot Observable [Fill' TTNot Applicable 303.1.1.1,:Ceiling insulation installed per Complies 303.2 :manufacturer's instruct-ions )oes Not [F1211 !Blown insulation marked ev�ry :300 ft2. 4ot Observable 4ot Applicable 4 .2. -Vented attics with air permeable Complies insulation include baffle adjacent Does Not to soffit and eave vents that V ot Observable extends over insulation. f ot Applicable 402.2.4 :Attic access hatch and door R_ R- IlComplies [F1311 insulation 2:11-value of the :adjacent assembly. EJNot Observable T; Mot Applicable [FI17]1 :ach in Climate Zones 1-2,and T!-TDoes Not :<=3 ach in Climate Zones 3-8. I,0Not Observable ITNot Applicable 403.3.3 ;,Ducts are pressure tested to cfm/100 cfm/100 T,'-TComplies [F127]1 :determine air leakage with ft2 TT , Does Not :either: Rough-in test:Total I :,leakage measured with a 7,0Not Observable :pressure differential of 0.1 inch I,, TNot Applicable ;w.g.across the system including :the manufacturer's air handler I enclosure if installed at time of :test. Postconstruction test:Total �,leakage measured with a :pressure differential of 0.1 inch !w.g.across the entire system :Including the manufacturer's air !handler enclosure. 403.3.4 ;,Duct tightness test result of<=4 cfm/100 cfm/100 ITComplies i [F14]1 cf m/100 ft2 across the system or iF2 ft2 T-T , Does Not !,handler @ 25 Pa. For rough-in TONot Observable :tests,verification may need to ETNot Applicable ioccur during Framing Inspection. 403.3.2.1 :Air handler leakage designated omplies UC [F124]1 by man 2 ON f Does Not ot Observable "t'g- Not Applicable -JET I Programmable thermostats Comp ies installed for control of primary V T_ r ot 6oes stems a .6 heating and cooling sy d i initially set by manufacturer to 'E code specifications. ble 4P Heat pump thermostat installed i0*&%XW",N­- Complies i heat pumps. EFDoes Not ONot Observable 401.5"I,XL�j Circulating service hot water [EI1,11r, systurns have automatic or Does Not accessible manual controls. V"ft, ot Observable ot Applicable I High Impact(Tier 1) Medium Impact(Tier 2) FIULOW-Impact(Tier 3) Project Title: 1115 Arrowhead Report date: 0I/28/21 Data filename: Page 7of 9 . . ` 77 .4,03�J64,J",,,'All mechanical ventilation system AWS"AA es Not [1712�1�,i fans not part of tested and listed 1&1 5-1" HVAC equipment meet efficacy WV ot Observable land air flow limits per Table A SX- "i"t i4'0 Not Applicable lies Hot water boilers supplying heat Scomp 'Uhrough one-or two-pipe heating oes Not systems have outdoor setback ot Observable control to lower boiler water temperature based on outdoor M ot Applicable Heated water circulation system \\""A'*4V-JETCompIies [FI28J3,,#V have a circulation pump.The Does Not W44-,f, system return pipe is a dedicate return pipe or a cold water supp y F ot Observable pipe. Gravity and thermos- Y Not Applicable Isyphon circulation systems are "A *e11q1,*kV#V1 not present. Controls for Y circulating hot water system gp�wx' ps start the pump with signal for hot water demand within the occupancy. Controls "'Vzv, Wk automatically turn off the pump At g, when water is in circulation loop is a t set-point temperature and no demand for hot water exists. .40�-5VV-201 Electric heat trace systems 'V, Complies komply with IEEE 515.1 or UL "AMM;', Does N ot Controls automatically t Observable adjust the energy input to the UNo heat tracing to maintain the V, Not Applicable 'A ai k desired water temperature in the 40,7544,Fk� Demand recirculation water !A,, A fw*wl omplies [FI1301 systems have controls that L_JDoes Not manage operation of the pump T7, z ot Observable land limit the temperature of the ot Applicable water entering the cold water Jpiping to<= 100F. Drain water heat recovery units tested in accordance with CSA &A Does Not B55.1. Potable water-side pressure loss of drain water heat P Not Applicable recovery units<3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connectecl to three or more showers. 404.1 190%or more of perm�nent Complies [F16 �fixtures have high efficacy lamps. MrDoes Not o Observable ot Applicable 404��-1 Fuel ga lighting systems have 4, -omplies 'IFF23 �:;I)no continuous pilot light. Does Not t!,4 Not Applicable Compliance certificate posted. KTComplies oes Not ot Observable pplicabl I High Impact(Tier 1) Medium Impact(Tier 2) '37� 1_ow impact(Tier 3) Project Title: lll5Arrowhead Report date: Ol/JD/Zl Datofi(enome: Page 8of 9 . . ^ fib aluW 303,,J,,,,'I, Manufacturer manuals for 1,13F.—zirnechanical and water heating IV ot i —systems have been provided. ot Observable Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 173',�J Low impact(Tier 3) Project Title: lll5Arrowhead Report date: 01/28/21 2018 IECC Energy Efficiency cCertificate Irisqlation, . Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door • Window 0.31 0.31 Door 0.31 0.31 Heati .. Heating System• Cooling System• Water Heater: Name: Date• Comments CN 3359-3W 4,3 A rV LAPPROD AS NO/T//E''D DATd B.P.# ` 5- FEE: BY:_= NOTIFY BUILDING DEPARTMENT AT OCCUPANCY J� 755-1802 8 AM TO 4 PM FOR THE ' I FOLLOWING INSPECTIONS: USE IS UNILAYVAUL 1. FOUNDATION - TWO REQUIRED WITHOU I CER IFIL .TF FOR POURED CONCRETE CN 24070 Multi Stack Door 2. ROUGH - FRAMING & PLUMBING OF OCCUP FLOOR TO 3. INSULATION ANC / CEILING 4. FINAL - CONSTRUCTION MUST SLIDING DOORS CN 3359-2W PER MARK BE COMPLETE FOR C.O. CN 3359 Egress ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR S,C.T.M. :300-159-4-8.5 * DESIGN OR CONSTRUCTION ERRORS. Lot Size:40,661 sf or 0.9334 acres « a � Plan prepared by Michael Derrlg ° 14 ° Landscape Architect, PLLC. SCALE d ¢ d ADD LARGE Survey provided by: " STATIONARY Saskas Surveying Company, P.C. COMPLY WITH ALL CODES OF y g Com an CASEMENT TO NEW YORK STATE & TOWN CODES /t I� ' MATCH TBD CN 3359 Stat 124 Cedar street ,j g DOOR?? East Hampton, NY 11937 AS REQUIRED AND CONDITIONS OF cm WHM am a"WHM ami QUEEN SIZE DEN :BOARD BED HACK GUEST SGYz��'�R-TEAS BED NEW TRIPLE CN 3359 WINDOW TO Egress EREPLACE XISTING CN 3343-3VV WEIRD DOUBLE 001 t C� 1�1C� 117(, rws ova LS C 0 FULL GLASS I C k L l i-c c ' DOOR, OPENING (� -- 1 OUT •�-•CNP 8472 Temp KITCHEN ADD .JACK-JILL CASEMENT STATIONARY Q� CN 3349 BATH ADD C t STATIONARY cz _ U CASEMENT .% CNP 6072 Temp CNP 6072 Temp r� c� i SUNROOM STATIONARY `+"+° (U _ ADD SEE .. x ••; CASEMENT INSPIRATION IMAGE FOR () i' d3tl,OE NM!.1•Z THIS —C ELEVATIONU_ . MAIN FLOOR ' -; -- „ a.. LARGER CN 3359 FRONT MBR `'' __._`.w_." " `" WIND NEAROY FLOOR °` 0 Egress GUEST BED ADD TO CEILING. 0DOWN TO �• ( --- STATI❑NAR 0 QUEEN SIZE i SEMENT CNP 6072-2W CASEMENT i L BED we PMIDER PAN Y CNP 6072 Temp .;� Q N ._ MAIN FLOOR BAR ADD ADD MBATH STATIONARY STA-'I❑NARY a- CASEMENT CASEMENT L0 r 0ENTRY yr ww *�Jl TWIN SIZE TWIN SIZE — -- BED BED KING SIZE BCD SEE ATTACHED D IMAGE FOR ADD ADD DOOR + -----•-�--�-- •- � SIDELIGHTS CN 335 FULL GLASS CL CN 3359 DESIGN. DOOR VERSION C1r T❑ OPEN IN. FRONT DC1r1R� � W TO MUDROOM, New Mud Room Door , CN 3359-2W New Entry Door Unit OPENS OUT LA 104AIn q or VA CN 3359 Temp ._._ _�....._�.�.. - Revisions REMOVE BAY CN 3359-3W WINDOW 00 Mar 17 Bid Set REPLACE W WI now? ' New "B" Label Door . GARAGE Demolition Notes : CN 3359 Remove all interior finish on the 1st floor, wood floors , drywall , cabinetry , trim , appliances NEW TRIPLE WINDOW TO fixtures . MATCH DOWNSTAIRS - GUEST BED Project: XX CN 3359-3W OCT Scale: 11411=1I Title .. .� . . . . s . . �� MDLA LAYOUT TEXT SIZE" 1,811 Existing Conditions NOT FOR CONSTRUCTION Plan Sheet F 0 2 4 8 R301.2.2.2WEIGHTS OF MATERIALS. SCOPE OF WORK: ��/ INTERIOR ALTERATION TO FIRST FLOOR KITCHEN,LIVING DESIGN CRITERIA. AVERAGE DEAD LOADS SHALL P40T EXCEED 15 POUNDS PER SQUARE FOOT AND GARAGE NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A NEW KITCHEN CABINETS,NEW POWDER ROOM AND MUD ROOM WIND SUBJECT TO DAMAGE FROM HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR NEW SLIDING EXIT DOOR AT REAR OF LIVING ROOM WITH WINTER AIR ANNUAL ICE BARRIER USE/ ,, FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION 8301.2.2. NEW STOOP AND STEPS GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT TYPE OF DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: VARIOUS NEW EXTERIOR WINDOWS SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE TEMP. INDEX TEMP REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA **NO CHANGES ARI PROPOSED TO THE BEDROOMS AND THE LOAD (MPH) CATAGORY EFFECTS DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE DECAY HAZARDS LOAD LOAD 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME BEDROOM COUNT RI�MAINS AT 4** REGION CONSTRUCTION MODERATE SLIGHT TOFROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf IFIRST FLOOR=3,305 S .FT. WOOD WALLS. 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 1 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD N.C. N.C. 1:3 SECOND FLOOR=706 Q.FT. TYPE V 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- SOIL BEARING CAPACITY FOR THIS SITE TABLE R301.6 2020 NYS UNIFORM CODE: TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, FRAME COLD-FORMED STEEL WALLS. TABLE R301.5 IS BASED ON TEST HOLES BY OTHERS MINIMUM ROF LIVE LOAS IN POUNDS-FORCE THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) AND HAS BEEN DETERMINED TO BE PER SQUARE FOOT OF HORIZONTAL PROJECTION WITH 2020 RESIDENTIAL BUILDING CODE ENERGY CONSERVATION CONSTRUCTION CODE.SECTION N1107 APPLIES WOOD WALLS. 2,000 PST(SW,SP)PER TABLE R401.4.1 PUBLISHED BY NEW YORK STATE. 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LTGHT-FRAME USE LIVE LOAD OF THE 2020 RESIDENTIAL BUILDING CODE TRIBUTARY LOADED COLD-FORMED STEEL WALLS. UNINHABITABLE ATTICS WITHOUT STORAGE 10 PUBLISHED BY NEW YORK STATE. AREA IN SQUARE FEET TO THE BEST OF OUR KNOWLEDGE,THESE PLANS INDOW ERFORMANGE DATA: � 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 OPENING PROTECTION BY FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30MEMBER CONSTRUCTION CODES. WOOD STRUCTURAL PANELS AL WINDOWS BY WEATHER SI-HELD MASONRY WALLS. BALCONIES(EXTERIOR)AND DECKS 40 PERSUANT TO R301.2.1.2,SEE 0 TO 201 TO OVER =.30, SHdGC=.31, DP 30, LOW E SUN 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK FIRE ESCAPES 40 FASTENING SCHEDULE ON ROOF SLOPE 200 600 600 SEE DETAIL SHEET FORtt � GUARDS AND HANDRAILS 200 DETAIL SHEET IN THIS SET Blo om or (152 MM)CONCRETE WALLS. GUARD IN-FILL COMPONENTS 50 FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 13 HIGH WIND CONNECTION Rw MECHANICAL SYSTEM FEATURES: 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. PASSENGER VEHICLE GARAGES 50 (1:3) RE UIREMENTS and d r (NO WORK) A �+ 3 3 ROOMS OTHER THAN SLEEPING ROOMS 40 RISE 4 INCHES PER FOOT(1:3)TO LESS THAN SLEEPING ROOMS 30 16 14 12 EXCEPTIONS: STAIRS 40 12 INCHES PER FOOT(1:1) J u 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER RISE ]2 INCHES PER FOOT(1:I) ( ~ AND GREATER 12 12 12 SQUARE FOOT(1 190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE Q WITH TABLE R602.10.3(4). JALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.LIGHT-FRAME WALLS WITH'STONE OR MASONRY VENEER SHALL BEz TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, Must provide Manuals Q N N PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R7 THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 AND R703. ENERGY CONSERVATION CONSTRUCTION CODE D, J and S as per O 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER]0. YS Ener bode - - 74 6"DIA. TYPE V WOOD FRAME Z - - CONSTRUCTION RASED N ON SECTION 602 0 EXISTING ASPHALT SHINGLES - - - - - OF THE BCNYS r - - - - - - - - - REFLECTIVE RED PANTONE _ - - - 187) �, � � w TOP OF PLATE- - - - - - - _ - REFLECTIVE WHITE 4" Al1/2" m - - - - - STROKE SIGN FOR WOOD FLOOR AND WOOD ROOFING FRAMING O0 - - - - TRUSS IDENTIFICATION SIGN: _ - - - - - -- - - IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION '100,_ - - - -- SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED � - _ TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN U COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD TOP OF SUBFLOOR- - - - - - - - - - - - CONSTRUCTION AND/OR TIMBER CONSTRUCTION. TOP OF CEILING- - X _ --- - i JU � rT- LU aa IFF71 CID1n LU 0 EXISTING SIDING }- Z 0 U- TOP OF SUBFLOOR- - - - - - - p O TOP OF FOUNDATION- - -- - - I EJ w � N FRONT ELEVATION5 SECTION 8312:GUARDS AND WINDOW FALL PROTECTION � C R312.1 GUARDS. GUARDS SHALL BF PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4 ENGINEER: R312.1.1 WHERE REQUIRED. of NC GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED EY T, 0 MORE TI IAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR Q) GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO �! w THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED r �?3 �F AS A GUARD, W _ 8312.1.2 HEIGHT. _ REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, 3493 _ PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES A (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT ROFESS ONP� WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. EXCEPTIONS: 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT JEFFREY T. BUTLER, P.E. -, LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE CONNECTING THE NOSINGS. 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN 0 ' SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 m INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED -� VERTICALLY FROM A LINE CONNECTING THE NOSINGS, Q N o U_ d R312.1.3 OPENING LIMITATIONS. ' REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING z r Z O -- - SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A O SPHERE 4 INCHES(102 MM)IN DIAMETER. Q - --_' EXCEPTIONS: 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE Q J U TABLE R301.7 �0 - RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE � ALLOWABLE DEFLECTION =_- - . -� _ OF A SPIIERE 6 INCHES(153 MM)IN DIAMETER. U, OF STRUCTUAL MEMBERS(b,c) - - - - - EXISTING SIDING 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT Z = - O STRUCTUAL MEMBER ALLOWABLE - ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(I I I MM)IN DIAMETER. W DEFLECTION rr R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS, O 0 WITH NO FINISHED CEILING ATTACHED TO RAHAVING SLOPES GREATER THAN RAFTERS u1sc PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE z WITH NO O INTERIOR WALLS AND PART[CIANS Iv1sr REQUIREMENTS OF SECTION R317.4. W N N U) V - a WIND WINDOW FALL PROTECTION. FLOORS U36° ❑ ❑ WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH 6 I> 3 CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) V36C = SECTIONS R312.2.1 AND R312.2.2. O N N 10 CEILINGS WITH FLEXIBLE FINISHES L/24' PR P. QNCLUDING GYPSUM BOARD) „ 831_.2.1 WINDOW SILLS. � u WIN OW WIN OW IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW O _ PROP. 9 x 0 O.H.D. � � o ALL OTHER STRUCTURAL MEMBERS u24I OPENING IS LOCATED LESS THAN 24 INCHES(610 Mhz)ABOVE THE FINISHED -- a ■ FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE EXTERIOR WALLS-WIND LOADS (a)WITH PLASTER OR STUCCO FINISHES U36C ROP OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE Q w EXTERIOR WALLS-WIND LOADS(a)wI'nlorHER _ n0O MATOµ EXISTING SIDING - OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: U u Q EXTERIOR RWALFINISHESL/244,1 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER EXTERIOR WALLS-WIND LOADS(a)WITH MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR FLEXIBLE FINISHES L120(d) RAIL NOT SNOW FOR CLARITY PROP. STOOP LARGEST OPENED POSITION. LINTELS SUPPORTING MASONRY L160C EXISTING DECK 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION VENEER WALLS(e) GRADE DEVICES THAT COMPLY WITH ASTM F2090. NOTE:L=SPAN LENGTH,H=SPAN HEIGHT 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, WOOD STEPS PER CODE, DEVICES THAT COMPLY WITH SECTION R312.2.2. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE CONTRACTOR TO PROVIDE RAIL , ^,�7 (\�•/r�r COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). PER CODE WHERE ELEVATION CHANGE 8312.2.2 WINDOW OPENING CONTROL DEVICES. J 15 N 1 b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH RIGHT SIDE ELEVATION WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. OF THE CANTILEVER. IS GREATER THAN 30"OR THERE ARE c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED 4 OR MORE RISERS PER 2020 THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE O A + O RESIDENTIAL CODE OF NEW YORK STATE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY 1=081"115 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUITLER, P.E., P.C. - — - EXISTING ASPHALT SHINGLES —TOP OF PLATE EXISTING ASPHALT SHINGLES EXISTING ASPHALT SHINGLES _ - — - - - - - - - - - - EXISTING SIDING o a ILI - ------- ------------- — - - —TOP OF SUBFLOOR — - - —TOP OF CEILING z 2 En w OD DD ca r co W El 0 PROP OORS � � MATCH EXISTING SIDING MATCH EXISTING SIDING a _ s R311.7 STAIRWAYS. Fl IL�J R311.7.1 WIDTH. - - STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES(914 MM)IN CLEAR WIDTH LL AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW EXISTING DECK - — - - —TOP OF SUBFLOCR THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AND STEPS TO GRADE AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND IRAIL OMITTED FOR CLARITY —TOP OF FOUNDATION LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(787 MM)WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. P OPOY5O; P J ND STGRADE R311.7.2 HEADROOM. RAIL OFOR CLARITY THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE X TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR REAR ELEVATION PLATFORM ON THAT PORTION OF THE STAIRWAY. ++; IL EXCEPTIONS: 1.WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER W Im O THE EDGE OF A FLOOR OPENING THROUGH WHICH THE STAIR PASSES,THE h^�/ LU 0 O U FLOOR OPENING SHALL NOT PROJECT-HORIZONTALLY INTO THE REQUIRED 4V•` HEADROOM MORE THAN 4-3/4 INCHES(121 MM). r �i 2.THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH ,, 1 N — t q SECTION R311.7.10.1. J� V R311.7.3 VERTICAL RISE. m Q[ Jl) A FLIGHT OF STAIRS SHALL NOT HAVE;A VERTICAL RISE LARGER THAN 151 !� INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. R311.7.4 WALKLINE. O O THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BE 1,4J (1) CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL Z ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED J[J 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR O O STAIR WIDTH AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT WITHIN A FLIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE ++� ADJACENT WINDERS SHALL BE USED. D R311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS - SECTION.FOR TILE PURPOSES OF THIS;SECTION,DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR RUNNERS. [NY]R311.7.5.1 RISERS. ENGINEER: THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES(209 MM).THE R311.7.8 HANDRAILS. RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS,THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH N C✓V y OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAV 3/8 INCH FLIGHT OF STAIRS WITH FOUR OR MORE.RISERS. ; Q (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF - �� T C/J, THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 R311.7.8.1 HEIGHT. < DEGREES(0.51 RAD)FROM THE VERTICAL.AT OPEN RISERS,O?ENINGS HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE LOCATED MORE THAN 30 INCHES(762 MM),AS MEASURED VERTICALLY,TO ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL ' N, THE FLOOR OR GRADE BELOW SHALL.NOT PERMIT THE PASSAGE OF A 4-INCH- BE NOT LESS THAN 34 INCHES(864\IM)AND NOT MORE THAN 38 INCHES _ • �f W DIAMETER(102 MM)SPHERE. (965 MM). _!_ n w EXCEPTIONS: EXCEPTIONS: LTLIE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL 1.THE USE OF A VOLUTE,TURNOI IT OR STARTING EASING SHALL BE ALLOWED STAIRWAYS. OVER TIIE LOWEST TREAD. , 073� 3 �� 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE WITH SECTION R311.7.10.1. ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER READS,THE TRANSITION FROM H ANDRATL TO GUARD,OR USED AT THE [NYIR311.7.5.2 TREADS. START OF A FLIGHT,THE HANDRAIL HEIGITT AT THE FITTINGS OR BENDINGS - — JEFFREY T. BUTLER, P.E, THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229 MM).THE TREAD SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL - PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A R311.7.8.2 HANDRAIL PROJECTION. RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH HANDRAILS SHALL NOT PROJECTMORE THAN 41/2 INCHES(114 MM)ON EITHER _ EXISTING ASPHALT SHINGLES WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE SIDE OF THE STAIRWAY. r THAN 3/8 INCH(9.5 MM). EXCEPTION:WHERE NOSINGS 01�LANDINGS,FLOORS OR PASSING FLIGHTS - m R311.7.5.2.1 WINDER TREADS. PROJECT INTO THE STAIRWAY RIiDUCING THE CLEARANCE AT PASSING WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE TITAN 61/2 INCITES _ (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND LL PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. - -- _ ~ O WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS - _ _ O O THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE R311.7.8.3 HANDRAIL CLEARANCE. EXISTING SIDING Z O UCS STAIR.WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH HANDRAILS ADJACENT TO A WA LL SHALL HAVE A SPACE OF NOT LESS THAN LL AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY 1112 INCHES(38 MM)BETWEEN THF WALL AND THE HANDRAILS. - f MORE THAN 3/8 INCH(9.5 MM).CONSISTENTLY SHAPED WINDERS AT THE WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS R311.7.8.4 CONTINUITY. RECTANGULAR TREADS AND SHALL,NOT BE REQUIRED TO BE WITHIN HANDRAILS SHALL BE CONTINUOI IS FOR THE FULL LENGTH OF THE FLIGHT, 3/8 INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. FROM A POINT DIRECTLY.ABOVE THE TOP RISER OF THE FLIGHT TO A POINT EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN DIRECTLY ABOVE THE LOWEST R ISER OF THE FLIGHT.HANDRAIL ENDS SHALL O ACCORDANCE WITH SECTION R311.7.10.1. BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. W Q EXCEPTIONS: R311.7.5.3 NOSINGS. 1.HANDRAIL CONTINUITY SHALL,HE PERMITTED TO BE INTERRUPTED BY A NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR Q 1� z N A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH OVER THE LOWEST TREAD. W O (14 MM)OR A BEVEL NOT GREATER'TITAN 1/2 INCH(12.7 MM).A NOSING 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO Cn PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1/4 TERMINATE OVER THE LOWEST TREAD. aL INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GZEATEST LJ O m NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING R311.7.8.5 GRIP SIZE. — U PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR IIL L EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD PROVIDE EQUIVALENT GRASPABILITY. Q cD - DEPTH IS NOT LESS THAN 11 INCHES(279 MM). 1.TYPE I. IL O HANDRAILS WITH A CIRCULAR CROSS SECTION SIIALL HAVE AN OUTSIDE EXISTING R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. DIAMETER OF NOT LESS THAN 11 A INCHES(32 MM)AND NOT GREATER THAN B ILCO DOOR PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIRCULAR,IT SHALL HAVE A I— PROVISIONS OF THIS SECTION AND SECTION R507.2.2. PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES a a R311.7.6 LANDINGS FOR STAIRWAYS. (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). U Ul THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 2.TYPE II. STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION 07 TRAVEL HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED FOR HA v E A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH THE FINGER RECESS SHALL BEGIN WITHIN 3/4 INCH(19 MM)MEASURED LEFT SIDE ELEVATION AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND HAVE A OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING DEPTH OF NOT LESS THAN 5/16 INCH(8 NIM)WITHIN 7/8 INCH(22 MM)BELOW WIDTH,WHERE THE STAIRWAY HASA STRAIGHT RIJN,THE DEPTH IN THE THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES(914 MM). CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT 1S NOT PAGE :EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN LESS THAN 1-3/4 INCHES(45 MNI)BELOW THE TALLEST PORTION OF THE INTERIOR FLIGHT'OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED PROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. LESS THAN 1-1/4 INCHES(32 MM)AND NOT MORE THAN 2-3/4 INCHES(70 MM). EDGES SHALL HAVE A RADIUS OFNOT LESS THAN 0.01 INCH(0.25 MM). — O O R311.7.7 STAIRWAY WALKING SURFACE. THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCITES PLASTIC COMPOSITE EXTERIOR I IANDRAILS SHALL COMPLY WITH THE ,((('-/-/-/7 HORIZONTAL(2-PERCENT SLOPE). REQUIREMENTS OF SECTION R507.2?. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T, BUTLER, P,E., F.C. 85'2" NOTE: ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ LUMBER. 12'S" d3'9" 17'8" 11'4" ALL FASTENERS FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL PER R317.3 IS" DIA x MIN 48" DEEP OR TO UNDISTURBED SOIL NOTE: CENTER STOOP P.C, PIER WITH 6x6 ACQ ON NEW DOOR SYSTEM SEE DETAIL SHEET FOR POST TO PECK GIRDER. 6'6" 6'6" 6'6" HIGH WIND CONNECTION ANCHOR PER DETAIL REQUIREMENTS SHEET, TYP. 'LIN♦z OF NEW STOOP ABQV ` / - ----------------J- _ _ �_-----_-----_ __ \ i3-2x10 ACQ GIRDER\$ !3-2x10 AGQ GIRDERS�!3-2x10 ACQ GIRDER\ e / 1 , 1 0 V I ' G O I rn 1 , 2X8 ACQ LEDGER, LAG TO BOX BEAM ro m EXISTING ' (SEE DETAIL SHEET FOR CONNECTION) EXISTING --------------------- ----__ ---- ----- -- _---- - ---------- _---------------_- EXISTING, (2)2x10 - EXISTING (2)2xIO EXISTING (2)2x10 - EXISTING (2)710 1 EXISTING NEW POINT LOAD NEW POINT LOAD f�T FROM ABOVE FROM ABOVE x 1 EX STI G 4'xS'x5/8" F,C. GWB w B LC 00 I OVER FURNACE i PER CODE -------------- EXISTING (2)2x10 ❑ EXISTING (2)2x10 , EXISTINGCELLAR xx EDE EXISTING SLAB C14 "Qa , , - NEW POINT LOAD x Q ' O� FROM ABOVE = j � pa z 1 so z i co a' °'°� G ; PROVIDE BLOCKING Q ' TO ALL POINT ' LOADS ABOVE y EXISTING (2)2x10 EXISTING (2)2x10 o- - - - - - ' N NEW POINT LOAD ; z FROM ABOVE N x ' - I X 8'6" 8191, 8191, 8'9%z" 8'9'/z" 5' 10%z" 5' 10'/z" 8'5" 8111, z oo w1 z N Co 1 0 EXISTING EXISTING X i w EXISTING (3) 1 3/4"x9 1/2" EXISTING (3) 1 3/4"x9 1/2" EXISTING (3) 1 3/4"x9 I/_ " EXISTI G (3) 1 3/4"x9 /2" EXISTING (3) 1 3/4"x9 1/2" (3) 1 3/4"x9 1/2" (3) 1 3/4"x9 1/2" EXISTING (3) 1 3/4"x9 1/2" EXISTING (3) 1 3/4 x9 1/2" w ; r - — -LVL GIRDER — - �- - — - LVL GIRDER— - —�- — LVL GIRDER VL GIRDER - — - �— - — LVL GIRDER - — - $ - LvL GIRDER �— LVL GIRDER - —� - — - LVL GIRDER - —e - — - LVL GIRDE ' m I 0 w VERIFY 36"x36"xl2" o P.C. FOOTING BELOW w 0 X N REMOVE GIRDER Z BETWEEN COLUMNS -' rj Q AT STAIRS, INSTALL EXISTING X UPSET (3)2x10 FOR CRAWL SPACE z w STAIR HEAD ROOM ci X w 9181, 91101, 9' 10" 91911, 8191, 7'4" T 4" T T T T-- _ EXISTING (3) 13/4"x9 I/2" — -o-_ _ EXISTING (3) 13/4"x9 I/2" - EXISTING (3) 13/4':x9 I/2"- —O—EXISTIN (3) 13/d"x3 1/2" -o-_ _EXISTING (3) 13/4"x9_1/2" _ _ _ _ EXISTING (3)-1-�/ '�x9 _H�' o- EXISTING (3) 13/4"x9 1/2" EXISTING (3) 1 _3 4"x3 1/2 (�. LVL GIRDER LVL GIRDER LVL GIRDER L GIRDER LVL GIRDER LVL ICa RpER LVL GIRDER LVL GIR R ' I 1 1 I EXISTING X COLUMN, TYP. 1 , ; PROPOSED 42"x42"x12" DEEP -i ' ----------, P.C. FOOTING WITH 4"x4"x3/8" T.S. LL COLUMN TO NEW STTEL BEAM ABOVE z 3: m 1 , N Ll j EXISTING O O I I I CRAWL SPACE uXi W x1� 1 1 ACCESS = N q REVERSE STAIRS 1 N r i l'1 z PROVIDE NEW RAIL I ' W N PER CODE cp X 1 �mm u w - - - -I az l�-1 X O wo oZ Ql�a ' 0 0 (L cfJ - 1 tu � O w 7'8'/z" 8101, 7'8'/" LLO � w �N c4 U X � �� N'�� a u u n u n u O Q w N N / d I—il 2x8 ACQ D. .'� '0 EXISTING (3) 1 3/4 xS 1/2 EXISTING (3) 1 3/4 xS 1/2 EXISTING (3) 3/d x9 1/2 w= z a —� I'w IS" DIA x MIN 48" DEEP - — E�- - - - - - - - -0 - - - - - - N X90 – C� � ' e.c. .�� — - — - — - - — LvL GIRDER LVL GIRDER LVL GIF,PER 0 0 x m /' 'I� OR TO UNDISTURBED SOIL 0 w -------i- P.C. PIER WITH 6x6 ACQ N EXISTING (2)2x10 w BUILD 2x6 KNEE WALL OFF EXISTING SLAB. �--' POST TO DECK GIRDER. - - - - - - - - - - - - _ - - (L X ENGINEER: ______ USE 2x6 ACQ PLATE AT SLAB ANCHOR PER DETAIL LINE OF EXISTING PORCH ABOVE SHEET, TYP. QC N� ------------------------------ O ------------------------------------- LINE OF NEW FLOOR ABOVE �� � POUR CONCRETE TO K FILL IN AT EXISTING DROP - n ar Lwt / VERIFY R.O. OF NEW OVERHEAD DOOR ANCHOR EXISTING N AND BONE) NEW TO EXISTING OA ��3d WITH 04 BARS m 12 O.C. ^ �. UNEXCAVATED GARAGE PROVIDE 5/13" ANCHOR BOLTS �`rO� -,,ONS EXISTING SLAB 0 32 O.C. IN NEW WALL JEFFREY T. BUTLER, P,E, x O H LL a o o a Z r O l D o z O o (-) Q z TABLE R402.2 O JU Q O 1 o � MINIMUM SPECIFIED COMPRESSIVE W O STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESIVE STRENGTH(fc) (A) � O Z o W r U) (n v ° WEATHERINNG POTENTIAL O O 12'S" 9'0" 15'9" 13'G" 24'0" 10'6" VLL TYPE OR LOCATIONS OF LL CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE Q (1) N _ 85'2" o BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT In "500 2,500 `r s EXPOSED TO THE WEATHER �,500(C) P BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500(C) w U O BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2.500 3,000(D) 11000T PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE FOUNDATION PLAN WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(D,E,F) I,500(D,ET FOR SI: 1POUND PER SQUARE INCH=6.89:5 KPA. SMOKE DETECTOR A.AT 28 PSI. - INTERCONNECT PER CODE B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. PAGE : C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING CARBON MONOXIDE DETECTOR DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. O ONE PER FLOOR D.CONCRETE SHALL BE AIR PERCENT O TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P,C, REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C, 12'5" 43'9" 17'0" 12'0" _-E[==_ _ � EXISTING DECK ' EXISTING 2 SIDED FIREPLACE F - - EXISTING BEDROOM EXISTING DEN EXISTING EXISTING 1G I I 1® ®I z LIVING ROOM DINING ROOM I I I _______-_- I I a �I fr - 1�I11 x I I - m EXISTING " II N KITCHEN ' z Li rd W i o -_� (2) 13/4"x 18" LVL --------------------- (2) 1 3/4"x 18" LVL "--- "(2T13T4"'x1S"-LVL"""""""""""' m 1'2" 17'3" ' --------------------------------------- x so co EX43TING ® POwDER m O EXISTING _ ROOM BATH ------- E> IST NG U 1 a EXISTING BREAKFAST � EXISTING • SCREENED-INIr _ U PORCH z X LL.. cf) IL a -------------- ---- _ Q EXISTING � O u � � � � ul n , , , , r BATH I ; ; ; ; -- r II N v r —� [ W EXISTING BEDROOM Ih EXISTING BEDROOM 111 csJ iL i {--- II ------------------------- ------------------------- -- " Z c� 1L ----------------------------------------------------=,� �,----`--- p C6 -1 o r; _ 0 i i \ L — — — — oo N \ I ilu I - I 0 EXISTING Lu /\ O COVERED ENTRY 0 ENGINEER: S OF Nl�/ P� BEY T 3� �0 �l 7- EXISTING GARAGE m �' � w EXISTING SLAB o ZN DOFF^gIO\AP� II JEFFREY T. BUTLER, P.E. I I o II p II � II o N II ~ LL I z r ° o ° z o o a N QzT _ € WCC 30 ^ p�C � z o N W r U) v oo a U LL O LL - cN d) LL O 6 12'5" 9101, 15'9" 13'6" 24'0" 10'6" O N F s- z J W O 'WALL LEGEND EXISTING FIRST FLOOR PLAN LIVING AREA = 3106 SQ.FT. EXISTING U.IALL GARAGE AREA = 580 SQ.FT. EXISTING WALL SMOKE DETECTOR PAGE & TO BE REMOVED --------------------- INTERCONNECT PER CODE 0 CARBON MONOXIDE DETECTOR 4 O 1 CO ONE PER FLOOR I COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. s 85'2" 12'5" 13'3" 30'6" 17'0" 12'0" 15'2" 15'4" STEPS AND RAIL PER CODE PROVIDE SIMPSON HB TIES REFRAME WALL (EXISTING R.R. TO NEW WALL) WITH 2x6 STUDS (4)2x6 STUDS, SEE PORTAL PROPOSED STOOP (4)2x6 STUDS, SEE PORTAL FRAME DETAIL WITH HDU5 FRAME DETAIL WITH HDU5 5/4"x6" DECKING PROPOSED CONTEMPORARY MULTI SLIDE 2 PANEL DOOR EXISTING WINDOW 4-PANEL BI-PARTING TO REMAIN 29'R.O.(VERIFY SIZE BEFORE ORDERING) EXISTING WINDOW (2) 1 3/4"x14" LVL w/ 13"xl" STEEL PLATE TO REMAIN \ �✓ z W vFi EXISTING DECK 5'3'/z" 5'3%z" coo EXISTING O ry d oxo44 , BILCO DOOR ``:� - �i p `'SIGNAT RE CAS 11 a� SIGNATU E CAS 11 0 � 2- x4-0 �j,W 2-8x -0 - - � (2)2x1 HDR. �� (2)2x1 HDR. Oil CM z z _EXISTING BEDROOM EXISTING DENX NEW 4x4 x3/8 U �j f- �; o 9'O" CLG. HGT, 9b" CLG. HGT. w T.S. COLUMN TO W X w- ANG N — - — — — — — — — — — — — — — — — — — - - — — — — — — — FOUNDATIONBELOw ,, _ > (NO WORK) (NO WORK) 30'2" p N 0. z 111 cmukEommotm L _h NEW (3) 13/4"x 18—LV L FLUSH CUSTOM HANGAR F O LL 1/4" STEEL PLATE. I `" te LAG t0 PACK OUT. Q Vn Q SUBMIT SHOP DWGS. I Q w U z �` 0 PROPOSED SINK 14 �� 4� I FRAME 2x6 WALL ABOVE N TECO ALL FLUSH KITGI-{EN � _____, z A z TO R.R., INSULATE R-21 CONNECTIONS >C �� NEW 2x6 WALL BOLTED , 90° CLG. HGT. v ; Z - o-i �j TO R.R. ABOVE z CONNECTION x 11 D.W. o 0 - - - - - - W V ; o m W 12x45 FLUSH (NEW) CLO, LN, NEW 4"x4"x3/8 --� - - - - - - - - - - - - - - - - - - - - - -� z m ----- M �, w I - 0 " I I J m m p T.S. POST TO -1NOTE: ,w N \ A w I IL PACK OUT WIDE FLANGE 'n � �O GIRDER BELOW v w EXISTING LA co I y BEAMS WITH 2x MATERIAL I N U m - W O -a PROVIDE SLEEPER HOLES 0 BATH (2)2xto HDR. 04 _ SO" CLG, HGT, 2'G" ' TOP AND BOTTOM (1/2") N N O ExSrIN AIL 16" D.C. STAGGERED I P o F" (NO WORK) w _ Q E> IST NG U ' m I U ruB/sNowER PROP, N o o CLO. N I NEW 4"x4"x3/8" D EXISTING U O - 2_6"__ T.S. COLUMN TO z SUNROOM z 0 SPLAY FLOOR PRO. ;; , NEW FOOTING BELOW - 0 TO MAINTAIN -- -----� (NO WORK)Ill O 0 Z HEADROOM C -- LO, i REF. ` x Z - EXISTING N -_---__ LL MASTER BAT�4 x c W SO" CLG. HGT, w U c4 O p O (NO WORK) ' 0� z z 0 L V PRO.Lu Q UJ wN w.c. PRO. N PANTRY N 4 V ~ POWDER z 6'1., 5'4., 5'0.. 4,5, 0 LU J EXISTING BEDROOM TUB ,= w �o EXISTING BEDROOM co SINK E F 9'O CLG. HGT. d o 3'O" CLG, HGT. O� 2'6" ; Q O @D U) (No WORK) s a Q l2)2x10 HDR. , ; } ' (� LU LL J -=-- -- -- --------- - - --=--- --------- ---- --- PRO.L— oin O O W M �� STOOP to a' (2)2x10 HDR. L 2'4,. PROPOSED (3) 1 3/4"xll 7/8" LVL NEW 1668-3068-1668 ENTRYFLUSH AT EXISTING BEARING WALL O Q U C Q V o v o c 0 W .r L'a ,� Cc �'' /\ ° `� EXISTING a' Lu STEPS AND EXISTING WINDOW W.C. ; z COVERED ENTRY z C14 RAIL PER CODE B TO REMAIN u C7 D VENT W SIN aENGINEER: -------------------- - ------ -- - -- ----------- PS ,.-- EXISTING WINDOW �c ��OF: rJE TO REMAIN 3'011 � �Y T. O 2x6 WALL R-21 INSULATION (2)2x10 HDR. EXISTING WINDOW N < � TO REMAINLIJ Lu A) PROVIDE HDU5 x �? AT KING STUDS JEFFREY UTLER, P.E. O o t Q (p EXISTING GARAGE ° p 3 EXISTING SLAB ? r 0 5/8" F.G. GWB ON WALLS 3 . . :O 6 p AND CEILING PER CODE Z ,W O N 0 F w z r o Q ° a J � � r z Q z ILI Q EXISTING WINDOW EXISTING WINDOW O O O TO REMAIN TO REMAIN Q zLu O O o 0- — U L is 0CC IL O 12'5'1 9101, 15'9" 13'6" 24'0" 10'6" O -" 85'2" J O Q v WALL LEGEND PROPOSED FIRST FLOOR PLAN EXISTING WALL LIVING AREA = 3,305 SQ.FT. NEW 2x6 WALL GARAGE AREA = 374 SQ.FT. SMOKE DETECTOR INTERCONNECT PER CODE O CARBON MONOXIDE DETECTOR co ONE PER FLOOR COPYRIGHT 2013 JEFFREY T, BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. 85'2" 12'5" 43'9" 17'0" 12'0" XISTINGWINDOW — — — — — — — — — — MXTSTTNGNVINDOW— — — — — — — I TO REMAIN TO REMAIN I Ic I IQ z I I� I IC7 I ' IH O I Ik I IU I I I ' EXISTING BEDROOM EXISTING � z o 8'0" cLG. HGT. UPPER DEN (NO WORK) w Sb" GLG. NGT. (NO WORK) I I z I i I I NEW 2x6 WALL TO R.R. I Z I I c� uj I I o to I m EXIST, CLO, INSULATE R-21 I I o 13 I w I° W.C, ono I IQEXISTING LA co i m 1z 0 BATH ° (NO WORK) c W EXISTIN DOUN 0 TUB/SHOW 3 U ° O JX � X EXISTING W'I,C, LL - ° (NO WORK) mO6 Q _ (y 3: r � KNEE WALL ; , , , cn X O :--344411 O W14) mzmLL 111 N ENGINEER: O W o, 0?349 JEFFREY T, BUTLER, F.E. O 0 � m O � 8 f— u IL � a O z r z o o lu m F- 4 Q } O z Ju0o � 3 O O W co O o 0. — ULL LL 0 N d) - n o o WALL LEGEND u EXISTING 2x4 WALL EXISTING SECOND FLOOR PLAN EXISTING WALL BELOW 7. 7777 LIVING AREA = 706 SQ.FT. SMOKE DETECTOR NEW 2x6 WALL INTERCONNECT PER CODE PAGE : 0 CARBON MONOXIDE DETECTOR co ONE PER FLOOR COPYRIGHT 2013 JEFFREY T. BUTLER, P.E„ P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. R102.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR 8302.13 FIRE PROTECTION OF FLOORS. WALL AND CEILING FINISHES. FLOOR ASSEMBLIES TI IAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO 3" 4" VTR SECTIONP3103: VENT TERMINALS FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCF RATED,SHALL BE PROVIDED WITH A 1/2-INCH(12.7 MM) INISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.3.1 THROUGH R302.9.4. GYPSUM WALLBOARD MEMBRANE.5/8-INCII(16 MM)WOOD STRUCTURAL3r �""� ""-- Y3103.1 VENT PIPES TERMINATING OUTDOORS. PANEL MEMBRANE.,U R EQUIVALENT ON THE UNDERSIDE OF THE FLOOR �-'-_- , - R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.H iNETRATIONS OR OPENINGS FOR DUCTS,VENTS, e e ' , , VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES.SPEAKERS, OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE$GILDING IN REATER THAN 200. DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE e LAV ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS EXCEPTION:FLAME SPREAD INDF•X REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. e ; P3103.1.1 THROUGH P3103.1.4. APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: SHOWER , HANDRAILS:TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN e PROPOSED THAT ARE LESS THAN 1/28 INCH(11.91 MM)1N THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM 1N ACCORDANCE WITH SECTION P2904,NEPA 13 3/16" U , P3103.1.1 ROOF EXTENSION. e SECOND FLOOR ' OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 13D•OR OTHER APPROVED EQUIVALENT SPRINTCI,ER SYSTEM. PILOT HOLES FOR e INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT MANUFACTURING THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE 2" ' NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STOR,>GE OR FOR THE INSTALLATION OF FEEL-FIRED OR PURPOSES ELECTRIC-POWERED I IEATING APPLIANCES. 3' ' ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. R302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE g" __ " 7 WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WITH THF.FOLLOWING: 0 -------- -------- "_""" .------• � , I 3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT LA' ' LA ' L4V i ;_" WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, EXCEED 80 SQUARE 1•EET(7.4 SQ.M.)PER STORY. W.C. W.C. ' W.C. ' OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR YURI'OSES, 8302.9.3 TESTING. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 1S INSTALLED 4„ 13/e° TUB/ , SINK SINK S NK , TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE SHOWER SHOWER TU OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. ABOVE THE ROOF, R302.9.4 ALTERNATIVE TEST METIIOD. 4.WOOD FLOOR ASSFMBLIFS USING DIMENSION LUMBER OR STRUCTURAL HDU MAIN FLOOR u u WIn-W. AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH F'3103.1.3 ROOF EXTENSION COVERED. THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MINI)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR 3" 2" " 3" 2" 2" 2" " " WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR LTL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. FOR HOEDOWNS.PER ASTM TEST STANDARDS, 2 2 2 3 2'r 2" 2 WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT IS COVERED BY EITHER AROOF-MOUNTED PANEL(SUCH AS A SOLAR WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL 8302.14 COMBUSTIBLE INSULATION CLEARANCE. PLUS I/3 TO 1/2 TURN WITH A HAND WRENCH, 3" COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES WITH CONSIDERATION GIVEN TO POSSIBLE 3" OPENING) ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT- - FAI OR A DECOR ATT IVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS e • FUTURE WOOD SHRINKAGE.CARE SHOULD 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE,SUCH ROOF ELEMENTS HE 2.TFLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE I TEAT-PRODUCING DEVICES ARE LISTED FOR LESSER e BE TAKEN TO NOT OVER-TORQUE THE NUT. C,O. , SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW ON ANY WALL OR CEILING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3TIIF LISTING e e IMPACT WRENCHES SHOULD NOT BE USED. ; ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT,THE 3.FLASHOVER,AS DEFINED 1N NFPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALL.BE SEPARATED IN ACCORDANCE WITH THE e , TO AN APPROV PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF 4.THE PEAK HEAT RELEASE RATE THROUGHOUT TIIE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LISTING. e SANITARY SEPTIC ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA 800 KW. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE Q e 0 411 1 SYSTEM FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA 5.THE TOTAL SMOKE RELEASED'THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. e OF THE PIPE,AS CALCULATED FROM TIIE INSIDE DIAMETER OF THE PIPE. 1,000 M2. c 11 SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT (6 R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. PLUMBING I SDIAGRAM CNT J J PIPE OPENING. SBIDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT v FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE INu+ ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. 0 PRESERVATIVE-TREATED P3103.1.4 SIDEWALL VENT TERMINAL. CONTINUOUS AIR VENT BAFFLES R30�.10.1 INSULATION. INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, e FRAMING BAY OWENS CORNING BARRIER MAY BE VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE ROOF-CEILING ASSEMBLIES.WALL ASSEMBLIES,CRAWL SPACES AND ATTICS "RAFT-A-MATE" - TO BE INSTALLED ° REQUIRED NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION,THEY SHALL SO THAT AIR FLOW IS NOT RESTRICTED. , 0 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 ANn A SMOKE- TABLE P3201.7 (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE DO NOT COMPRESS INSULATIO ° SIZE OF TRAPS FOR PLUMBING FIXTURES VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN , 0 0 • STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE 0 • 0 TRAP SIZEMIN. TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE , ° • MEMBRANES AND SIMILAR COVERINGS. AW ° (INCHES) AND THAT DOES NOT REDUCE,THE OPEN AREA OF THE VENT PIPE. EXCEPTIONS: BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 LWHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE AND/OR WHIRLPOOL ATTACHMENTS , Z FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT VERTICAL HDU INSTALLATION I 3103.2 FROST CLOSURE. APPLY TO THE FACINGS.PROVIDED THAT THE FACING IS INSTALLED IN BIDET 1114 WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS w SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL FLOOR OR WALL FINISH. HDU5 DETAILS CLOTHES WASHER STANDPIPE 2 BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE 2.CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED w SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 8302.10.3 SHALL (304.8 MM)INSIDE NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT MANUFACTURED BY SIMPSON DISHWASHER(ON SEPARATE TRAP) 11/2 THE THERMAL ENVELOPE OF THE BUILDING. SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE STRONG-TIE COMPANY, INC. THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. Nor TO SCALE FLOOR DRAIN 2 P3103.3 FLASHINGS AND SEALING. 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. �� DETAIL THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE w TRAPS, WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS m 8302.10.2 LOOSE-FILL INSULATION. WITHOUT D SINK AND FOODWASTEDISPOSER) 11/2 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR LTL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 P3103.4 PROHIBITED USE. SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2. A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE LAVATORY 11/4 VENT TERMINAL. REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2,PROVIDED THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS SHOWER(BASED ON THE TOTAL FLOW RATE P3103.5 LOCATION OF VENT TERMINAL. R-302.10.1 AND R302.10.3• 5-10d THROUGH SHOWERHEADS AND BODY SPRAYS) AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL MOT BE � R302.10.3 CELLULOSIC FIBER LOOFLOW RATE:SE-FILL INSULATION. NAILS LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, 5.7 GPM AND LESS 11/2 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSLTLATIVG MATERIAL SHALL MORE THAN 5.7 GPM UP TO 12.3 GYM 2 OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL / BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND oo MORE THAN 12.3 GPM UP TO 25.8 GPM 3 BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPEINTING UNLESS v H U F P)( IT IS NOT LESS THAN 3 FEET 914 MMABOVE THE TOOSUCH(OPENING. n 1404. o MORE THAN 25.8 GPM UP TO 55.6 GPM 4 t�- R302.10.4 EXPOSED ATTIC INSULATION. FOR SI: 1 INCH=25.4 inm, 1 FOOT=304.8 mm. X EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE FASTEN SHEATHING TO 'Q A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE ) CENTIMETER. 0 HEADER WITH 8D COMMON J� 1I 0 NAILS, 3" GRID, m 8302.10.5 TESTING. (2) 13/4%(14" LVL w/ 13"xl" STEEL PLATE TESTS ORW \D ASTM E970. 11/4"CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH I COIL STRAP (BOTH SIDES) V W (� 5-IOd (8) IOD NAILS, STUD (3 T- NAILS R302.11 FTRF.BI OCKTNG. (8) lot) NAILS,HEADER/TOP PLATE NOTE: IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO ALL LUMBER THAT COMES IN CONTACT WITH1 N - t- CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS 1/2" CDX SHEATHING WITH �{ AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEENCONCRETE WILL BE ACQ LUMBER "I (fl ATOP STORY AND THE ROOF SPACE. a D COMMON NAILS, 3" FIELD FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE 3" O.C. PERIMETER, � O FOLLOWING LOCATIONS: cn 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING SIMPSON HDU 5 Q D O FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS /� 5/8" ANCHOR BOLT L% Z ( LL FOLLOWS: SI1"P80N STRONG-TIE EPDXY INTO FND �-- 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. I HURRICANE WITH 6" MIN EMBEDMENT O CO 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). H S HURRICANE TIE � Q 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND LL BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IL 4.ATOPENINGS AROUNDVENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL y. FRAME DETAIL. tu AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE O I EXISTING ROOF STRUCTURE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING FOR WALL OPENING PROTECTION OF180 MPH 3-SECOND WIND GUSTS THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTSMAXIMUM MEAN ROOF HEIGHT. 35' ENGINEER: 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.19. 011- ^I j G 6.FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. Y R302.1 1.1 FIREBLOCKING MATEF:IALS. SHUTTER ASSEMBLY EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIRE-BLOCKING SHALL N.T,S. CONSIST OF THE FOLLOWING MATERIALS: FOR PANEL SPANS: 1.TWO-INCH(51 MM)NOMINAL'LUMBER. <4'U WIDE SPAN �' rrt tl� j� W 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN • e 2 LAP JOINTS. 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 3.ONE THICKNESS OF 23/32-INCH ) I EXISTING ATTIC(18.3 MM)WOOD STRUCTURAL PANELS WITH OVERLAP AROUND OPENINGS 4" 1 JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED I BY3/4-INCH(19.1MM)PARTICLE'MOARD. ASSEMBLY: 5.ONE-HALF-INCH(12.7MM)GYPSUM BOARD. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ •'I' m 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. I JEF REY T, BUTLER, F.E. 7.BAITS OR BLANKETS OF MINERAL WOOL OR GLASS FIRER OR OTHER � ) EL #10x3" w/WASHERS GALVINIZED OR STAINLESS STEEL I SIMPSON HANGER, TYP. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY WOOD SCREW @ 16" O.C. I ° NEW 2x8 G.J. PROPOSED (3) 1 3/4"x11 7/8° LVL I FLUSH AT EXISTING BEARING WALL RETAINED IN PLACE. I a 16 O.C. NEW R-40 INSULATION 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19ORt>L263,FOR THESPECIFICAPPLICATION. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I 3 m #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) I TOP OF SUBFLOOR - 8302.11.1.1 BAITS OR BLANKET'S OF MINERAL OR GLASS FIBER. rr •�`� • I i n �I n ) nn NEW IS" TA 560 C.J. Q 12" O.C. n�nnn �nn(. (�nn� � � I n I ' � I_I.I . O > MACHINE BOLT @ 12 O.C. I uuuU�i1UI)cl mn( O���u m l�li)()UUI�Ui,1l1UUl)()`�, _1Ul)(_Q)1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED TOP OF PLATE - - - - `l NONRIGID MATERIALS SHALL 13E PERMITTED FOR COMPLIANCE WITH THE I = ' ' - ~ LL a O 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED - = 00 USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. •�, 1 NEW 1/2" GWB = I/2' GWB i i Z tz J EXISTING 2x4 STUDS NEW (3) 13/4"x IS" LVL FLUSH Q m R302.11.1.2 UNPAGED FIBERGLASS. 1�, • EXISTING INSULATION = ' ' _ Z O ~ p UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL I 1 EXISTING SHEATHING ' ' Q J THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS - THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT 1 I EXISTING HOUSEWRAP PD PQ z z d ROPOSED PROPOSE , , ROPOSED 3 Z OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE I I,'' L' EXISTING SIDING O , PACKED TIGHTLY AROUND THE OBSTRUCTION. I' ULTIPLE SECTION ASSEMBLY: F = KITCHEN POWDER i i LAUNDRY O (� 1 I 1/4" THICK BOLTS 0 2' OC ROOMGARAGE W �O O R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. I , , LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK I 1 I I ' ' 5/5" F,C, GWB ON WALLS 3 _ UNLESS SPECIFICALLY TESTED IN THE FORM AND MANVER INTENDED FOR I I' I�' I J' AND CEILING PER CODE O I— O USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD 1 I ' ' _ Q Z THE SPREAD OF FIRE AND HOT GASES. I I I I I I ,fSROPOSED 2x10 F.J, a 16" O,C W Q[ O T= 8302.11.2FIREBLOCKINGINTEGR:TY. I I I I I I'� " ' ECO TO EXISTING BOX BEAM Q v O I I , 3/4 SUBFLOOR ,r THE INTEGRITY OF FIREBLOCKS:iHALL BE MAINTAINED. I�' 101 , °) I' - _ _ - _ ' ' INSULATE R-30 1 . ro I ( TOP OF SUBFLOOR O O c 1 91U(I(I )IIU(11/)f ( (I11(IUI)O(1((11) 1 rOII(I11( f) )(1f1!)fl(I(IIIIlI lO( Illl(I(Illllllll)(IIIOI.1111(1(1OI (I IIIIU(ll (( OIIOI)1)(IIIO(111(1(I(ll)fl(1111111(lllil(III(ll((lIII(1IIiIIlU1111 irririrn url i t r,ur r I inu nir lli III) I )Il�l(I S 1(I Il 1)11 IO Illlillllll� III11 ) II. �1�11(III11� 1 !1 I (III I ) I I II II 11111111)(1(1(11111 )I11!(� I(II II II 111111)( UUl)VVU�ll1�./1.IlUUIU� LIUUJUV�4l�l)' Vo u ll p R302.12 DRAFTSTOPPING. I I I TOP OF FDN. - - - - - 2x6 KNEE WALL LL ' IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH SHUTTER ASSEMBLY 1 I I I I I - °.6 Q N �j _ ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, N,T,S, 1aJ'' I .1 1 1�, NEW R-30, EXISTING SLAB 5 0 6 DRAITSTOPS SHALL BE INSTALL]--D SO THAT THE AREA O THE CONCEALED FOR PANEL SPANS: I I I 1 I GRADE INSULATIOTI °'c O _ SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DLAFTSTOPPING SHALL 4' OR WIDER SPAN I I I 1 I o F.o 0•- ? v _c DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE I I I 1 I f- THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE AEOVE AND A CEILING 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I EXISTING a ul MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING (OVERLAP AROUND OPENINGS 4") 1"1 ' ' d4. COLUMN EXISTING CELLAR ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I I I I I a: a; ° U y 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2x4 STRONG-BACKS e 24" OC 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEV-WEB OR PERFORATED MEMBERS. ASSEMBLY: R302.12.1 MATERIALS. 1). PREASSEMBLE PLYWOOD TO 2x4'5: M 10x3" (w/ WASHERS) GALVINIZED OR 1 I I ° EXISTING FOUNDATION DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1'2-INCH(12.7 MM) GYPSUM BOARD,3/8-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER STAINLESS STEEL WOOD SCREW e 12 O.C. 1 I <.• APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I%� BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS "lOr,3° (w/ WASHERS) GALVINIZED OR STAINLESS STEEL TOP OF FOOTING - PAGE : OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THEWOOD SCREW m 16" O.C. ` i;i ,° i'��� DRAFTSTOPS SHALL BE MAINTAL'VED. ALTERNATIVE FASTNATTACHED R FOR SHUTTER TO BUILDING: SECTION A-A Of 1 010 TEE NUTS ATTACHED TO BLDG, w/ "10x1-1/2 ( W/ WASHERS) MACHINE BOLT 0 12" O,C, COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, STAGGER FASTENERS TABLE R507.9.1.3(l) IN 2 ROW'S DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<.40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO O O O 5.5"MIN.FOR 2x 10 BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5"MAX. 7.5"MIN.FOR 2x 12 ARE USED OR BOLT SPACING IS CONNECTION DETAILS O O O REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1 to 14' 14'1 to 16' 16'1 to 18' 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS. ON-CENTER SPACING OF FASTENERS 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCII MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.9.1.30) 1/2-INCH DIAMETER BOLT WITH 1 -INCH 36 36 29 24 21 18 16 MAXIAUM SHEATHING,(E) FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI:1 INCH=25.4 MM, I FOOT=304.8 MM, 1 POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGH'ITN I:.SS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. DECKING C.THE TIP OF TIIE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO P2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE TIIICKNESS WHERECOMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. APPROVED JOIS"1' 2x4 CONTINUOUS HANGER 2x LEDGER WITH FASTENERS TABLE R507.9.1.3(2) LATERAL BRACE AT 6'O.C. 2"Ml PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS IN ACCORDANCr.WITH TABLE R-507.2 FLOOR SHEATHING NAILING MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS —TRUSS OR CEILING JOIST AT 6"MAXIMUM ON CENTER 2-1 Od NAILS TO JOIST WITH HOLD-DO Simpson Strong-Tie N TOP EDGE BOTTOM EDGE ENDS ROW SPACING z DTT2Z GABLE END TRUSS p TENSION TIE I N FLOOR JOISTS LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCITES(B) 15/8 INCHES(B) Simpson Strom-Tic DTT1Z HOLD DOWN BANE JOIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 15/8 INCHES(B) AT 4 LOCATIONS.EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH FOR Sl 1 INCH=25.4 MM END OF THE LEI)GER.HOLD DOWN DEVICES A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL SHALL FULLY ENGAGE DECK JOIST PER RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.9.1.3(I). HOLD DOWN MANUFACTURER. + + + + + + B.MA_'IMUM 5 INCHES.oop C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.TIIE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THRFADD 3/8"DIAMETER LAG BE IN XCCORDANCE WITH FIGURE R507.9.1.3(1). I 10-8d SCREW PREDRI I.LD w/MIN.3"PENETRATION NAILS z TO CENTER OF TOP PLATE,STUDS,OR HEADER w Q 5d COOLER NAILS AT 10"O.C. >_ FIGURE R507.9.2(2) FLOOR JOISTDECK JOIST 10 2"x4"BLOCK NAILED TO EACH DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 4-1Od NAILS FLOOR :FOIST PERPENDICULAR TO DECK JOIST) W GYPSUM BOARD w Ul FIGURE R507.9.2(1) Sd COOLER NAILS AT 7"O.C. 20 GAUGE STRAP DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALL OISTS GABLE ENDWALL BRACING U r STUD (WFCM FIGURE 3.7a) X a-4J LL BORED HOLE MAX A A J m wpm DIAMETER 60% NOTCH GREATER THANBLOCKING BLOCKING 50%OF THE PLATE WIDTH n/ O OF STUD DEPTH 1X- uj 5/8"MIN.TO EDGE 1-1'1 ' _ Q 16 GAGE 0.054")AND 1.5"WIDE 16d NAIL AT 24"O.C. GYPSUM BOARD J- ) t- METAL TIE ACROSS AND TO EACH SECTION A-A IY w 5/8"MIN.TO EDGE SIDE OF THE NOTCH WITH 8-16d 0 O NAILS EACH SIDE NOTCH MUST NOT EXCEED IJ-1 X O ia 40%OF STUD DEPTH co LL FLOOR BRACING AT END BAYS �- Z TOP PLATES (WFCM FIGURE 3.7b) INSTALLED OD STRUCTURAL PANEL w TALL D IN ACCORDANCE O 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE (L cv BORED HOLES SHALL NOT (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) nn// \R)1� 8d NAIL AT 12"O.C.ON ALLLL BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. FRAMING MEMBERS NOT AT CROSS SECTION OF CUT OR NOTCH IN STUD PANEL EDGES (a) OUTSIDE CORNER DETAIL 12"MAX. 8d NAIL AT 6"O.C. GYPSUM BOARD ENGINEER: -� TOP PLATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON (ALL EDGES) - r•! ��. NOTCHIN�J AND BORED HOLE LIMITATIONS o� FOR INTERIOR NONBEARING WALLS SHEAR WALL REQUIREMENTS (WVFCM 2015 SBC HIGH WIND EDITION) J RAFTERS AND CEILING NO CEILING DIAPHRAGM CENTER 2x BLOCKING -WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE 0 I �+ � 1 W ml W JOISTS OR APPROVED ON SHEATHING JOINT REQUIRED 16d NAIL AT 24"O.C. J WITH NAILING SCHEDULE ROOF TRUSS (TABLE 3.1,WCFM HIGH WIND EDITION) 15/32 WOOD STRUCTURAL PANELS ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL TOP PLATE- BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOP PLATE SECOND STORY EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E. SEE DRILLING AND GABLE ENDWALL, BALLOON FRAMING NOTCHING PROVISIONS FRAMING MEMBERS NOT AT PANEL EDGES JOIST IS PERMITTED To PREFERRED METHOD (b) INSIDE CORNER DETAIL TOP PLATES BE CUT NOTCHED WALL STUDEXTERIOR CORNER FRAMING FLOOR JOIST- BETWEENN _ THESE LIMITS SEE DRILLING DRILLING AND SEE DRILLING AND O BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS O tl a WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE O WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN "- STUD WALL WALI. z t w 0 T JOIST ENDS TO BE 15 O Q Q O Z BLOCKED AGAINST ROTATION IN ACCORDANCEU ii \ o Q ' BORED HOLE MAX FOR BLOCKING RIPPLE STUDS �. z o IA BAND JOIST O WITH WFCM 3.3.1.3-END RESTRAINT i STUD TO RAFTER CONNECTION z DIAMETER 40% TOP PLATE AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION O o R OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE 1 i0.. z lu Q O DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE w D O 5/8"MIN.TO EDGE BEARING HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE O N WALL I I IN FRONT OF 5/8"MIN.TO EDGE OPENING W (K 0 FULL LENGTH WATERU) Y LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS CLOSET SHOWER O O NOTCH MUST NOT EXCEED BOTTOM PLATE BAND JOIST WALL 25'0/c,OF STUD DEPTH NOTE: OR BIDET WALL V _ NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION IS REQUIRED 15" 15" O N 0 LOCATED IN MIDDLE ONE-THIRD 1 e _____________________ O .1 OF STUD LENGTH JOIST AT EACH END OF HEADER AND _ v ' , , , , , , AT BOTTOM OF HEADER STUDS 1N SILL PLATE ,1\ �JPLIF , , , ADDITION TO CONNECTORS AT • a 1 1 1 1 1 IF HOLE IS BETWEEN 40%AND 60% CRAWL SPACE ° ' ' CONNECTP� ' ' WALL STUDS AND AT TOP AND TUB z w w OF STUD DIEPTHTHEN STUD MUST SUBFLOOR ° ' ' ' ' BOTTOM OF CRIPPLES a a BORED HOLES SHALL NOT OR BASEMENT REQUIRED: 1 O u o BE DOUBLE AND NO MORE THAN e c U BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE • FOUNDATION • 1 1 1 1 1 1 1 1 CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21"CLEARANCE 21"CLEARANCE NOTCH INSTUD STUD TO PLATE -j /FOUNDATION TUR HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATE/FOUNDATION: NOTCHING AND BORED HOLE LIMITATIONS f'LATI=ORM ;FRAMINGSINTERMEDI,4TE (OPENINGS LESS THAN 6 FEET):USE DSP w/8 10d NAILS IN STUD AND 4 10d NAILS 1N PLATE EARD SEARING WALL (OPENINGS GREATER THAN 6 FEET):APHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS PAGE : TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1 (WFCM 2015 SBC HIGH WIND EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E,, P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS Oa 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF o USE 9-8d NAILS NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. AT EACII STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE ° TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES •° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT o WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ° ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE IIAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOY PLATE(TOE-NAILED) 4-8cl PER RAFrl;k DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL AATERIALS AND LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. ' CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAI' FIRE BLOCKING R302.11 n �" FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAT FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND •• ° D ° Irl LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR Cn �° COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIF <1 MINIMUM ROOM AREAS-SECTION 8304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCDRDANCE WITH THE n BLOCKING TO RAFTER(TOE-NAILEb) 2-8d EACH ENI CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS L= ;; Z= ^ ' SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE DIADS IN THE DOCUMENTS S RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE <7 �< WALL FRAMING GLAZING-SECTION R308 ENGINEER. o, Simpson Strong-Tie �° <I �° 4 GARAGES AND CARPORTS-SECTION 8309 • ° MTS30C OR CS 16 1'/a" /� 1 C EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS '• , v TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT o, COILED STRAP :;; EXITS-SECTION R3]] INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) � STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE •° AT EACH ROOF RAFTER D ;� C C C TOP PLATES AT INTERSECTION!,(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE u o USE 8-16d NAILS AT SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. EACH END <1 4 <I 4 STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. '0 L1 'L � D FOAM PLASTIC-SECTION R316 � L HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EI)GES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. 1> C ° <� PROTECTION AGAINST DECAY-SECTION R317 o o TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER SITE ADDRESS-SECTION R312 CREOSOTED. _ o c 3-16d PER 2x6 STUT) ACCESSIBILITY-SECTION R320 CONNECTION ^ ° Z 4-16d PER 2x8 STUT ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH WALL TO FOUNDATION FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. n w BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS- 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED CONNECTIONS ENDJOIST OR BLOCKING(FACE•-NAILED) EXISTING AS PER NEW YORK STATE CODE. Simpson Strong-Tie FLOOR FRAMING CS 16 11/4"COILED STRAP- FLOORS-WFCM PRESCRIPTIVE METHOD 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNEDO.C.USE 4-Sd NAILS JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. 16"EACH STUD,WRAP BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FLOOR CONSTRUCTION: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF UNDER SILL PLATE '/a"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE MIN OVERLAY IS 12" BLOCKING TO JOIST(TOE-NAILIED) 2-8d EACH ENI) FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED COMPLETION OF THE JOB. • ' FASTEN PER TABLE 3.1 WFCM NOTE: z BLOCKING TO SILL OR TOY PLATE(TOE NAILED) 3-16d EACH BLO(')< 00 STRAPS MAY BE �) 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE PLACED EITHER w FINISH FLOORS PER AGREEMENT SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. ' LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 00 0 UNDER OR OVER 0 SHEATHING JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST' WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. • ' • N WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED • • 00 ' w BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST IN ACCORDANCE WITH TABLE 3.1 WFCM 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK • • • 00 ALUMINUM GUTTERS AND LEADERS ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE • • • tY r4z� BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT SIDING:SEE ELEVATIONS GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. • • ' 0 TYVEK HOUSEWRAP • ' • • • ROOF SHEATHING "Y'CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE • ' • STRUCTURAL PANELS 8d SEE TABLE 3.11'I'I IlS SLIEST 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE CODE'S MINIMUM STANDARDS. • . • ' '/z"GYPSUM WALLBOARD DIAGONAL BOARD SHEATHING 5/8"TYPE X GW13 IN GARAGE 16,THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ' • • ' ' 1/2"MR GWB IN WET AREAS SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR • ' ' • ' 1"x6"OR 1"x8" 2-8d PER SUPPORT AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY MAY NOT BE USED • ' • • • ' EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. • • 1"x10"OR WIDER 3-8d PER SUPPORT EXIT IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) •0 ' FOR NON-BEARING WALLS. 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 0 CEILING SHEATHING FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, 00 • • ' • CONTRACTOR OR LOCAL BUILDING DEPARTMENT. , GYPSUM WALLBOARD Sd COOLERS 7"EDGE/ 10"Fl ELD ICE PROTECTION(SECTION R 905.2.7.1) 0 0 • , j WALL SHEATHING UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) UPLIFT-CONTINUOUS PATH CONNECTORS FLASHING(SECTION R 905.2.8) 00 ' • STRUCTURAL PANELS 8d SEE TABLE 3.11 Ti I IS SHEET CHIMNEY'S AND FIRES PACES-CHAPTER 10 USE SIMPSON STRONG-TIE CONNECTORS ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT FOLLOW PRODUCT SELECTION GUIDE AND ' I X FIREBOARD PANELS MECHANICAL-CHAPTER 12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 00 1 GENERAL MECHANICAL SYSTEMS-CHAPTER 13 CONSTRUCTION CATALOG C-HW02 00 LL 7/16" 6d 3"EDGE/6"FIF,.D HEATING.AND COOLING EQUIPMENT-CHAPTER 14 ANQ EXHAUST SYSTEMS-CHAPTER 15 CHOR BOLTS IN FOUNDATION USE: �,i W 25/32" 8d 3"EDGE/6"F11-1.D DUCT SYSTEMS-CHAPTER 16 SSTB28 WITH BEARING PLATE,SEE FOUNDATION GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"F1LD COMBUSTION AIR-CHAPTER 17 1 NOTES FOR SPACING �/ Q r �, 111 CHIMNEYS AND VENTS-CHAPTER 18 HARDBOARD 8d SEE TABLE 3.11 T!I IS SHEET PLUMBING-YARTVII SILL PLATE TO RIM JOIST USE: SILL PLATE TO RIM JOIST AND N t c� LTI'4 16"O.C.AT EXTERIOR PERIMETER PARTICLEBOARD PANELS 8d SEE TABLE 3.11 'I'1 IIS SHEET AND GARAGE/HOUSE COMMON WALL RIM JOIST TO STUD CONNECTION USE 4 8d NAILS AT EACH END }�- DIAGONAL BOARD SHEATHING X }- 0 GARAGE STUD TO GARAGE SILL PLATE USE: O in 1"x6"OR 1"x8" 2-8d PER SUPPORT SSP CONNECTOR AT 16"O.C. . Z tL USE 4 8d NAILS AT EACH END BLOCKING AT 0 CO LL 1"x10"OR WIDER 3 Sd PER SUPPORT LL 1/2"SPACING BL O.C.ALLOWS �- O FLOOR SHEATHING RIM JOIST TO STUD CONNECTION USE: ALLOWS -\ o 24"HOLDDOWN (- N STRUCTURAL PANELS USE 4 8dNITS INAILS AT EACH END HOLDDOWN w INSTALLATION INSTALLATION M 1"OR LESS 8d 6"EDGE/12"Flt LD RAFTER TO STUD CONNECTION USE: SIDEWALL GREATER THAN 1" 10d 6"EDGE/6"FIELD MTS 12,EACH ROOF RAFTER USE 8 16d NAILS AT EACH END 7 JJ-1 DIAGONAL BOARD SHEATHING ENDWALL o 1"0"OR I"x8" 2-8d PER SUPPOI'T HOLDDOWN O O ENGINEER: (HDUS) 1"x10"OR WIDER 3-8d PER SUPPOP l' O CORNER STUD CONNECTED TO OF TRANSFER SHEAR t 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON AT THE PANEL_ IiI)GE. O O 0 ��1( T. e 0sy T IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, 2-16d COMMON O HOLDDOWN NAILS AT 10"O.C. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNE "TORS, (HDUS) O _rte 0 ' SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. I w2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBIiR OF ® ® CORNER STUD m ,1��� y?', W 2-16d COMMON Or NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. O CONNECTED TO NAILS AT 6"O.C. 0 TRANSFER SHEAR TABLE 3.11 (WFCM HIGH WIND EDITION) JEFFREY T. BUTLER, P.E. (140 MPH 3-SECOND GUST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 13/4"MINIMUM O EDGE DISTANCE BP � m SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, 1 OR PANEL SIDING FOR 8d COMMON NAILS 0 (SEE NOTE ) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.' E 6 AND WINDOW AND DOOR OPENINGS Z r o a o WEDGE ZONE 16 (FLOOR TO FLOOR&FLOOR TO 0 lu m p Q o F 12(SEE NOT] FOUNDATION;WFCM FIGURE 3.8a& 3.8b) In In INTERIOR ZONE 16 E 6 Q z (P o F 12 4„a Oju 0 a E=NAIL SPACING AT PANEL EDGES(IN.) W I e 4 Q F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT 0 OZO NO REQUIREMENTS SHALL BE USED. w 1= N SEE PLAN Cn v 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING O O MEMBERS WITH Gz0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. a - U 44 p cD 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTI4) Ir LL O FOR COMMON NAILS. NIL z � U A dd 17 7 d V m 4 PAGE : Simpson Strong-Tie SSTB28 WITH BP t c_/ of 10 ANCHOR BOLT DETAIL COPYRIGHT 2013 JEFFREY T. BUTLER, P.E,, P.C, REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P,C, When sheathing thickness exceeds 7/8", Plate nail-16d Load bearing or shear wall above JOIST DETAILS trim sheathingtongue at rim board (0.135"x 3-1/2")at Floor panel nail-8d(0.131"x 2-1/2") IRC 502-7 requires lateral g g at 6"on-center restraint(blocking)at all (must stack over wall below) 2x stud wall 12"on-center ( 9) Load bearing or shear wall Plate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") intermediate supports in above(must stack over wall Plate nail required each at 16"on-center" at 16"on-center side at A2W Web Stiffeners required each Seismic Design Web stiffeners required below when present) Floor panel nail-8d(0.131"x 2-1/2") side atA3.4W Categories D0, D1,and Blocking panel each side at B3W Blocking panel at 6"on-center* D2 to strengthen the floor Attach panel diaphragm. 2x4 minimum Blocking panel Web Stiffeners required per code or 11/4"TimberStrand@ LSL rim board." squash blocks each side atA3._W specification Rim-to joist 12„ Toe nail-10d(0.131"x 3") B1 B1W nail 1-1/4"TimberStrand at 6"on-center Toe nail 1 1/8"rim board. When sheathing thickness min. For rim board thicker than 1-3/4" 1h6 Web stiffeners required on Toe nail Toe nail-10d(0.131"x 3") exceeds 7/8",trim sheathing -Attach TJI&Joist to rim board with one 10d(0.128"x3") each side of both joist ends at 6"on-center* tongue at rim board nail.Top nail from TJIO joist into rim board. Web stiffeners at B4W TJI@rim joist -Connect corner with four 10d(0.128"x3")nails.Toe nail from required each side Web Stiffeners For rim board thicker than 1 3/4" Install proper blocking to at BIW and B2W required each p p g side of parallel closure into rim board Must have 1 3/4" minimum -Attach TJI Joist to rim board with one 10d(0.128"x3")nail. support all panel edges Blocking panels may be Blocking panels may be End ofjoists at centerline side at Al W Top nail from TJI joist into rim board. B2 B2W required with shear walls required with shear walls above of support Al Al A2 A2W joist bearing at ends. Connect corner with four 101(0.128"x3")nails.Toe nail from C) above or below-see detail B3 B3W or below(See detail B1) se Atlach rim joist per A3 detail. side of parallel closure into rim board A3.4 B1 A3 A3.1 A3.2 A3.3 S W e A3.1 A,3..2 eA3.3 1%"TimberStrand ®LSL or iLevel e 1��"rim Blocking Nail through 2x_cantilever,wood backer 6'-0"length of TJI@ joist 8"diameter maximum hole for board. Nail with 10d(0.131"x 3")nails,one each panel and TJI®joist web with 2 rows 10d reinforcement and filler 11-7/8"-16"deep blocking 1-114"TimberStrand@ LSL or iLev.,2 1-1/8"rim board. at top and bottom flange.Nail to blocking panel 0.148"x 3")nails at 6" block.Use 4'-0"length panels;6"diameter maximum with connections a uivalent to floor panel on-center,clinched. Use 8"diameter maximum holy;for 9 Nail with 1 t (0.131"x 3")nails, 16d(0.135"x 3-1/2")nails with Web stiffeners 11-7/8"-16"deep blocking 4'-0"length of 8"diameter maximum hole for with 9oists and 11-7/8" for blocking panels 9-112"deep one each at to and bottom flange. schedule. Load from above required both TJI®joists. or shorter than 12"Ion p g Attach reinforcement to 3-1/2"TJI®joist q panels;6"diameter maximum for 3/4"reinforcement on 11-7/8"-16"deep blocking J g joist with one 8d(0.131 x 2 �h")nail at each corner flange widths sides at E1 W blocking panels 9-1/2"deep or one side at E2,both panels;6"diameter maximum Do not cut flanges. Attach reinforcement to joist shorter than 12"Ion sides at E3 for blocking panels 9-1/2"deep with one 8d(0.131"x 2-1/2") Horizontal blocking panels g• 1-1/4"TimberStrand@ LSL or Do not cut flanges. or shorter than 12"long. nail at each corner between each joist. Nail to top ttis" Do not cut flanges. ILevelO 11/8"rim board.Nail with ES plate with connections cri 10d(0.131"x 3")nails,one each equivalent to floor panel O 1-114"TimberStrand@ LSL at top and bottom flange. 12"length of 3/4" schedule. N f or iLevel®11/8"rim board. reinforcement on one �, �l Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5,both sides 12"length of 3/4" Wood nails,one each at top and web with 3 rows 10d I at E6 reinforcement on backer aeJe� a Full depth vertical R` f� bottom flange. (0.148"x 3")nails at 6"on- O one side at ET both es cad oaa5 blocking between j E7 2x4 minimum Attach reinforcement to 0 with 9-1/2n and 1 U7/$rows each joist sides at E8 J�\�ot� squash blocks joist flange with 8d ayvttTJI@ joists. Less than 5" Less than 5" F1 ° p" (0.131"x )nails at O O O `>✓�. uta 1-1/4"TimberStrand®LSL or �� 6"on-cent-center.When E4 E6 E8 Face grain ad CS iLeveM 1-118"rim board. Nail with reinforcing both sides, O O (i x 3")nails,one each at O O horizontal stagger nails. top E1 E1 W top andnd bottom flange. E2 E3 -�� Gap*: O tion#1: 1"(1-1/2" 'b"minimum pfor TJI® 2214"maximum w TJIO Joist blocking with end Structural exterior sheathing blocks installed at 1/3 joist-span locations using 560,560D, r two 8d(0.113"x 2-1/2")nails or s47 joist) m Web stiffener each side. * °' Filler block: Attach with ten 10d 0.128"x 3" nails,clinched. 2-1/2"screws,typical With point load from above ,i install web ( ) Flashing See sizes below. stiffener tight to top flange(gap at bottom v Use ten 16d(0.135"x -1/2")nails from each side with 3-1/2" TJI@ joist flange widths. Use fifteen nails with TJI®joist depths Flush bearing plate required. TTight fit* flange)when there is no support below. greater than 16". Backer block: Install tight Maximum 114"overhang 2xledgetl ON S% to top mount(tight to permitted at beam. See fastener 1-1/4"TimberStrand@ LSL or bottom flange with face S ,.^ iLevelO 1-1/8"rim board, mount hangers).Attach table below.Maintain Option#2: 110 All 5/8"x 2-5/16" To with ten 10d(0.128"x 3") 2"distance(minimum)from 2x_strapping installed at 1/3 joist- 210 All 3/4"x 2-5/16" 8d Top nails,clinched when edge of ledger to fastener. span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 mount s31 &s33 All 3 3 hanger possible. screws per joist,typical 1"x 2 5/16" Face Backer block16d mount both sides of web with Option#3: 560&s47 All 2x4 Directly applied ceiling (0.135"x 3 hanger single TJIO joist 400/630 N.A./N.A. 415/750 4001 575 (1) 20" 16d 5 5 18" 4 4 OWeb stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board P61 W 560D 22„ 2x4 (0.135 x 3 1r2") 6 11 H1 hanger do not laterally support at H2 H3 and deck ledger O 24" 6 13 lJ least g of TJI®joist top flange O O -Allowable load determined in accordance with AC 124.a" O n -Corrosion-resistant fasteners required for wet-service applications. OL X BEAM and COLUMN DETAILS - �u 2x6 2x8 Zx6+318" 2x8+318' 2x6+1/2" 2x8+112" 2x12+112" Two Two Two 4" 3" 6" 4" 3" 3„ 3,. 1-1/4"TimberStrand@ LSL or Strap per code if top 4" 4" 6" 4" 4" 4" 4 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 r r 16" 6" 6" 1L1 iLevel®1 118"rim board or plate is not continuous 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" IU N 6" 6' S' 6" blocking for lateral support over header 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicablet� / (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacing and maintain 3/8"joist long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2'•and staggered. Cil (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). 5/8"or 3/4" 3/4"or 7/8" 1"Net 2x6 2x8 2x12 X O Q . Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples may be substituted for 8d(0.113"x (Q Fastening requirements on engineered drawings supersede recommendations listed 2-112")nails if minimum penetration of 1"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top ofjoist; Top Q lI1 @ L L above. TJ18 joist or rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for CD 11.1 W mount ! backer blocks and 24"minimum for filler blocks). }- Z W1-L hanger Protect untreated • iLevel recommends using a non-polyurethane subbetween adhesive on all contact points 11-1 Face mount wood from direct between panels and floor framing. Maximum spacing of nails is 18"on-center Q •7 hanger for TJI @ joists. Q Column contact with g staggered. Joists must be laterally supported at • Nailing rows must be offset at least 1/2"and sta L1 L2 L? L4 concrete cantilever and end bearings by blocking O nl panels, hangers,or direct attachment to �/ 0) a rim board or rim joist. LL LL Safety bracing(1x4 minimum)at 8'on-center(6'on- --� E1 center for TJI O 110 Joists)and extended to a braced end wall. o Minimum of 3 rows 10d 0.128"x 3" nails at 12"o.c. ENGINEER: ( ) Fasten at each joist with 113"x 21/2"0 8d nails ( . �„•„m•-• ,,,� o Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. two minimum t �,r �J for 14"and deeper beams (see WARNING). • If using 12d 16d(0.148"-0.162"diameter) nails,the number of nailing rows may be Al HZ reduced by one, Rim board 4- �I\\1 E2 joint between DO NOT overhang seat cuts n � joists on beams be and the inside o Minimum of 2 rows 1/2"bolts at A3 face of support member. 2 t - 24"o.c.staggered i'• (1)Load must be applied evenly across entire ;'::1 : `• !': ;� 1 beam width.Otherwise,use connections for '•: '�j4 wi:.'. side-loaded beams. �a /_,•_. Optional CS JEFFREY T, BUT!_ER, P.E. L5 P1 P2 P3 non-shrink TJI®rim joist • L6 grout L3 p M A2 11/4"TimberStrand@ LSL or ii11/8"rim board. -t F_ O � m f- B1 L1 H1 `� a LL IL O 1-114"TimberStrand@ LSL or B2 O Q iLevel@ l One -1/8"rim board. 10c1(0.128"x 3" Z) O illi r � O crl nail into each flange L5 B3 Z Q O p One 8d(0.113"x 2-1/2") ~ z nail each side.Drive z 6l In nails at an angle at least > Q z z 1-112"from end. i O B4 O Q Q u Q a 1-3/4"minimum bearing at end Subfloor adhesive will improve floor w supsupport at performance,but may not be required. intermediate Q� O End of joists Squash blocks and blocking panels carry at centerlineLLJ (K Q Z r 0 cn stacked vertical loads(details B1 and BBraced end wall-2). of support Packing out the web of a TJI a joist(with web see note 3 under U) V 21 stiffeners)is not a substitute for squash blocks WARNING 0 O 1/4"TimberStrand ®LSL 3-1/2'wide TJI O Rrim or blocking panels. H1 1 - U O or iLevel O 1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing O . O N 0 or 1314"wide TJI ®rim joist: 10d(0.128"x 3") parallel partitions,space joists apart the width O p -" One 10d 0.128"x 3" nail of the wall for plumbing or HVAC. o nails,one each side s into each flange of TJIO joist flange p g p 2-1/16"-2-5/16"wide TJI& O o 7 iii u rim joist: One 16d(0.135"x 3-112"wide TJI® 1 plumbing P( )• a' O rim Dist Additional joist at lumbin drop see detail L4 •. Q 11,"minimum bearing 3-1/2")nail into each flange 1 p U .•.. i• . ••a�; Structural 0sheathing DO NOT use sawn o lumber for rim O board or blocking, 1-1/4"TimberStrandO LSL or O as it may shrink iLevel®1-1/8"iiin board. Shifted Additional O after installation. joist Plumbing drop joist Protect untreated O Use only wood from direct See engineered contact with 1-1/2"knockouts at 0 H3 ALLOWABLE See framing a concrete approximately 12" HOLES lumber. Drive nails at an 9 P Ian (rf applicable)) on center 1 a O One 10d(0.128"x 3")nail angle to minimize or iLevel®Framer's Pocket each side of member at splitting of plate Guide for minimum end and Bearing plate to be bearing, 1112"minimum intermediate bearng lengths. flush with inside face from end of wall or beam COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P,C, REPRODUCTION IN ANY FORM 16 PROHIBITED IUITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P,C, I I R301.2.2.2WEIGHTS OF MATERIALS. SCOPE OF WORK: INTERIOR ALTERATION TO FIRST 17LOOR KITCHEN,LIVING DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE I COMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET). AVERAGE DEAD LOADS SHALL,NOT EXCEED 15 POUNDS PER SQUARE FOOT AND GARAGE (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A NEW KITCHEN CABINETS,NEW POWDER ROOM AND MUD ROOM WIND SUBJECT TO DAMAGE OM HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR NEW SLIDING EXIT DOOR AT REAR OF LIVING ROOM WITH WINTER AIR ANNUAL ICE BARRIER USE/ FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. NEW STOOP AND STEPS GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UIRED SUCTION LOAD CLASSIFICATION HEIGHT INDEX TEMP REQUNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: VARIOUS NEW EXTERIOR WINDOWS SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE TEMP. FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT RATIO FIRE AREA TYPE OF **NO CHANGES ARE PROPOSED TO THE BEDROOMS AND THE LOAD (MPH) CATAGORY EFFECTS DEBRIS ZONE HAZARDS LOAD LOAD CONSTRUCTION 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME BEDROOM COUNT REMAINS AT 1'* REGION CATAGORY WEATHERING DEPTH TERMITE DECAY WOOD WALLS. 20 psf 140 B NO NO YES C SEVERE 36" MODERATE SLIGHT TO 11 599 599 YES FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=3,305 SQ.FT. TO IYiEAVY MODERATE FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD N.C. N.C. L•3 SECOND FLOOR=706 SQ.FT. TYPE V 2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- FRAME COLD-FORMED STEEL WALLS, SOIL BEARING CAPACITY FOR THIS SITE' TABLE 8301.6 2020 NYS UNIFORM CODE: TABLE 8301.5 IS BASED ON TEST HOLES BY OTHERS THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, ERS 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) AND HAS BEEN DETERMINED TO MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE WITH 2020 RESIDENTIAL BUILDING CODE THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 WOOD WALLS. 2,000 PSI(SW,SP)PER TABLE 8401.4.1 PER SQUARE FOOT OF HORIZONTAL PROJECTION ENERGY CONSERVATION CONSTRUCTION CODE,SECTION N1 107 APPLIES USE LIVE LOAD OF THE 2020 RESIDENTIAL BUILDING CODE PUBLISHED BY NEW YORK STATE. 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR I1N"ERIOR LIGHT-FRAME TRIBUTARY LOADED COLD-FORMED STEEL WALLS. UNINHABITABLE ATTICS WITHOUT STORAGE 10 PUBLISHED BY NEW YORK STATE. AREA IN SQUARE FEET TO THE BEST OF OUR KNOWLEDGE,THESE PLANS WINDOW PERFORMANCE DATA: UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF SOUTHOLD ZONING AND Q ' HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 OPENING PROTECTION BY CONSTRUCTTON CODES, 5.EIGH IS'POUNDS PERS SQUARE FOOT(3830 PA)FOR 8 INCH-THICK( 03 MM) MEMBER WOOD STRUCTURAL PANELS I ALL WINDOWS BY WEAT+-lER SHIELD MASONRY WALLS. BALCONIES(EXTERIOR)AND DECKS 40 PERSUANT TO R301.2.1.2,SEE OTO 201 TO OVER U=.30, SHGC=.31, DP 30, LOW E SUN 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK DETAIL SHEET IN THIS SET ESCAPES 40 FASTENING SCHEDULE ON ROOF SLOPE 200 600 600 SEE DETAIL SHEET FOR GUARDS AND HANDRAILS 200 a (152 MM)CONCRETE WALLS. GUARD IN-FILL COMPONENTS 50 FLAT OR RISE LESS THAN 4 INCHES PER FOOT HIGH WIND CONNECTION PASSENGER VEHICLE GARAGES 50 (1;3) 20 16 12 REQUIREMENTS MECHANICAL SYSTEM FEATURES: U 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. ROOMS OTHER THAN SLEEPING ROOMS 40 (NO WORK) z RISE 4INCHES PER FOOT(1:3)TO LESS THAN SLEEPING ROOMS 30 16 14 12 til EXCEPTIONS: STAIRS 40 12 INCHES PER FOOT(1:1) O RISE 12 INCHES PER FOOT(1:1) Y I.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER 12 12 12 z SQUARE FOOT(1190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL AND GREATER w BRACING AMOUNTS IN SECTION 8602.10.3 ARE INCREASED IN ACCORDANCE u WITH TABLE R602.10.3(4). ALL NON-ENGTNF.ERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER =J 111 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE z p N TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, o Q 4 PERMITTED IN ACCORDANCE.WITH THE PROVISIONS OF SECTIONS R702.1 THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 o AND R703. ENERGY CONSERVATION CONSTRUCTION CODE _ 3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE WITH CHAPTER 10. 6"DIA. TYPE V WOOD FRAME Z CONSTRUCTION BASED ON SECTION 602 w -EXISTING ASPHALT SHINGLES - - - OF THE BCNYS r - - - w "Ooor REFLECTIVE RED PANTONE (PMS#187) _k4 R z o w TOP OF PLATE- " - _ - REFLECTIVE WHITE 4„ -_ - S1/2"TROKE _ - 12- _ SIGN FOR WOOD FLOOR AND - — tasTlNCi rfi — WOOD ROOFING FRAMING - TRUSS IDENTIFICATION SIGN: IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION _ - - - SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE,AFFIXED , TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN U a COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES , TOP OF SUSFLOOR- - - - - - _ _ - - WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD (� CONSTRUCTION AND/OR TIMBER CONSTRUCTION. TOP OF CEILING- - - - - - - - - - - - - - _ LL Q- w m IF711� _ Eq as WIgW � � 0 `Q � LEIs X o C m LU (o - - — _ EXISTING SIDING ILL TOP OF SUSFLOOR— - Q 0 � TOP OF FOUNDATION- - -- _ - FRONTELEVATION SECTION 8312:GUARDS AND WINDOW FALL PROTECTION -1--�1 8312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1,4 ENGINEER: R312.1.1 WHERE REQUIRED. GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-STDED WALKING H ,��OF NFA , SURFACES INCLUDING STAIRS RAMPS AND LANDINGS THAT ARE LOCATED • • Y T MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED r AS A GUARD. Lu C7 , R312.1.2 HEIGHT. ZN REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, �� 0,>3" PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES A (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE TEE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. �OFESSIONP�� EXCEPTIONS: I.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT JEFFREY T. BUTLER, P,E, LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE - _ - - - - - CONNECTING THE NOSINGS. - y M _ _ = 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN O SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 f--- _ INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED m - VERTICALLY FROM A LINE CONNECTING THE NOSINGS. 0 o R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING Z r Z p 10, - • - '_ _ - �- SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A 0 111 m N ' _, SPHERE 4 INCHES(102 MM)IN DIAMETER. Q _ -. EXCEPTIONS: TABLE R3O 1.7 - - - 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE Q ALLOWABLE DEFLECTION _ - " RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE O Z m _ - O � d -` OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. O 'Q m OF STRUCTUAL MEMBERS(b,c) 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT z EXISTING SIDING Q ° 5 - STRUCTUAL MEMBER: ALLOWABLE ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(11 1 MM)IN DIAMETER. w DEFLECTION O Q RAFTERS HAVING SLOPES GREATER THAN 3:12 R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. 'i O WITH NO FINISHED CEILING ATTACHED TO RAFTERS Ul so - PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE 0 O Z O INTERIOR WALLS AND PARTICIANS H/180 REQUIREMENTS OF SECTION R317.4. W Cn `� v WIND WINDOW FALL PROTECTION. 1I1 1 - IL 13 FLOORS U360 WINDOW FALL PROTECTION SHALL BE PROVIDED 1N ACCORDANCE WITH 0 U O 137 3 CEILINGS WITH BRITTLE FINISHES IL (INCLUDING PLASTER AND STUCCO; L/360 SECTIONS R312.2.1 AND R312.2.2. O 73 d CEILINGS WITH FLEXIBLE FINISHES U240 P P R312.2.1 WINDOW SILLS. u `� (INCLUDING GYPSUM BOARD) PPOP. 9' x 'O" O.N.D. WINDOW WIN OW IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW -" ALL OTHER STRUCTURAL MEMBERS OPENING IS LOCATED LESS THAN 24 INCHES(6 10 MM)ABOVE THE FINISHED F EXTERIOR WALLS-WIND LOADS (a)WITH v2aa ROP LED FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE w PLASTER OR STUCCO FINISHES L/360 OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BLTLDIT\G,THE EXTERIOR WALLS-WIND LOADS(a)WITH OTHER U240 DOO M ETCH EXISTING SIDING OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: �U u o BRITTLE FINISHES 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER EXTERIOR WALLS-WIND LOADS(a)WITHUlzo(d) (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR k C I j v t FLEXIBLE FINISHES RAIL NOT SHOW FOR CLARITY PROP. STOOP LARGEST OPENED POSITION. � =� I� v r� LINTELS SUPPORTING MASONRY L/wo - EXISTING DECK 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION VENEER WALLS(e) GRADE DEVICES THAT COMPLY WITH ASTM F2090. NOTE:L=SPAN LENGTH,H=SPAN HEIGHT a. OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL �llG � 4 2021 FOR THE PURPOSED OF DETERMINIING DEFLECTION LIMITS HEREIN, WOOD STEPS PER CODE, 3. DEVICES THAT COMPLY WITH SECTION 8312.2.2. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE CONTRACTOR TO PROVIDE RAIL • COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). R3 12.2.2 PAGE & h.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH RIGHT SIDE ELEVATION PER CODE WHERE ELEVATION CHANGE WINDOW OPENING CONTROL DEVICES. T• OF THE CANTILEVER. IS GREATER THAN 30"OR THERE ARE WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. TO. . _c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED 4 OR MORE RISERS PER 2020 THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE RESIDENTIAL CODE OF NEW YORK STATE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C, REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C, EXISTING ASPHALT SHINGLES 7 —TOP OF PLATE EXISTING ASPHALT SHINGLES EXISTING ASPHALT SHINGLES — - z 0 - — - - —- - - — - - EXISTING SIDING o -- _ co LOA - - - - - ----------- - ------____-- - - - -TOP OF SUSFLOOR — - 7 - —TOP OF CEILING Z 0 - - m w 0 r On On w oa a - PROP OORS w MATCH EXISTING SIDING —�IATC14 EXISTING SIDING_ R311.7 STAIRWAYS. R311.7 .]WIDTH. STAIR STAIRW"APS SHALL BE NOT LESS THAN 36]NCHES(914 MM)IN CLEAR WIDTH - AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW - EXISTING DECK - - - -TOP OF SUSFLOOR THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AND STEPS TO GRADE AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND RAIL OMITTED FOR CLARITY LANDINGS,SHALL BE NOT LESS THAN 31-1/2 INCHES(787 MM)WHERE A TOP OF FOUNDATION HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES(698 MM)WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1. PROPOSED STOOP AND STEPS TO GRADE R311.7.2 HEADROOM. RAIL OMITTED FOR CLARITY THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 81NCHES (2032 MM)MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE X TREAD NOSING OR FROM THE FLOOR SURFACE OFTHE LANDING OR i PLATFORM ON THAT PORTION OF THE STAIRWAY. Li- EXCEPTIONS: REAR ELEVATION � EXCEPTIONS: I.WHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER H w (q Q THE EDGE OF A FLOOR OPENING TER OUGWHICH THE STAIR PASSES,THE FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED (y Q U HEADROOM MORE THAN 4-3/4 INCHES(121 MM). 0 t- 0 2.THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION 8311.7.10.1. r Q r � 8311.7.3 VERTICAL RISE. (11 A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 O w INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. I X O R311.7.4 WALKLINE. CD THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALL BEI , m z j T CONCENTRIC TO THE URN AND PARALLEL TO THE DIRECTION OF TRAVEL U iLU rZ LL ENTERING AND EXITING THF.TURN.THE WALKLINE SHALL BE LOCATED O O LL LL 12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR n, STAIR WIDTH AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT tl N WITHIN A FLIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE tu ADJACENT WINDERS SHALL BE USED. 8311.7.5 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS DF THIS SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR 1J� RUNNERS. 1NY1R311.7.5.1 RISERS. THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES(209 MM).THE R311.7.8 HANDRATLS. ENGINEER: RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.TIIE GREATEST RISER HEIGHT WITHIN ANY FLIGHT HANDRAILS SHALL BE PROVIDED ON NOT LESS TI TAN ONE SIDE OF EACH ! _ OF Nl�pz/ OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE.AT AN ANGLE NOT MORE THAN 30 R311.7.8.1 HEIGHT. u I� DEGREES(0.51 RAD)FROM THE VERTICAL.AT OPEN RISERS,OPENINGS HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE LOCATED MORE THAN 30 INCHES(76:1 MM),AS MEASURED VERTICALLY,TO ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,SHALL THE FLOOR OR GRADE BELOW SHALT-NOT PERMIT THE PASSAGE OF A 4-INCH- BE NOT LESS THAN 34 INCHES(864 NINI)AND NOT N IORE THAN 38 INCHES DIAMETER(102 MM)SPHERE. (965 MM), i Ii1 ei i W EXCEPTIONS: EXCEPTIONS: LTHE OPENING BETWEEN ADJACENTTREADS IS NOT LIMITED ON SPIRAL 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED _ _ (.P, STAIRWAYS. OVER THE LOWEST TREAD. - - - - - 2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 2.WHERE HANDRAIL FITTINGS OR BENDINGS ARE I1SED TO PROVIDE •— OA O, 93 Cir WITH SECTION R311.7.10.1. ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER .�. SS���P� READS,THE TRANSITION FROM HANDRAIL TO Gl!ARD,OR USED AT THE - (NY]R3]1.7.5.2 TREADS. START OF A FLIGHT,THE HANDRAIL HEIGHT AT TI IH FTTTTNGS OR BENDTNGS JEFFREY T. BUTLER, P.E. THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229 MM).THE TREAD SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM). _ DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A R311.7.8.2 HANDRAIL PROJECTION. O 111 RIGHT ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE SIDE OF THE STAIRWAY. • - EXISTING ASPHALT SHINGLES THAN 3/8 INCH(9.5 MM). EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS m R311.7.5.2.1 WINDER TREADS. PROJECT INTO THE STAIRWAY REDUCING THE Cl_FARANCE AT PASSING WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 INCHES HANDRAILS,HANDRAILS SHALT.PROJECT NOT MORE THAN 61/2 INCHES O o (254 MM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST (165 MM)INTO THE STAIRWAY,PROVIDED THAT THE STAIR WIDTH AND ; JL a O PROJECTION OF ADJACENT TREADS AT THE INTERSECTIONS WITH THE HANDRAIL CLEARANCE ARE NOT REDUCED TO LFSS THAN THAT REQUIRED. WALKLINE.WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 6 INCHES(152 MM)AT ANY POINT WITHIN THE CLEAR WIDTH OF THE R311.7.8.3 HANDRAIL CLEARANCE. z Z t l 9 NO STAIR.WITHIN ANY FLIGHT OF STAIRS,THE LARGEST WINDER TREAD DEPTH HANDRAILS ADJACENT TO A WALL SHALL HAVE.:\SPACE OF NOT LESS THAN EXISTING SIDING O_ O U AT THE WALKLINE SHALL NOT EXCEED THE SMALLEST WINDER TREAD BY 11/2 INCHES(38 MM)BETWEEN THE WALL AND TH E HANDRAILS. I- d MORE THAN 3/8 INCH(9.5 MM.CONSISTENTLY SHAPED WINDERS AT THE J (� WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS R311,7.8.4 CONTINUITY. RECTANGULAR TREADS AND SHALI.NOT BE REQUIRED TO BE WITHIN HANDRAILS SHALL BE CONTINUOUS FOR THE FT!]-I.LENGTH OF THE FLIGHT, Q 'Z 3 i 3/8 INCH(9.5 MM)OF THE RECTANGULAR TREAD DEPTH. FROM A POINT DIRECTLY ABOVE THE TOP RISER()F THE FLIGHT TO A POINT O O rc m EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN DIRECTLY ABOVE THE LOWEST RISER OF THE FLWHT.HANDRAIL ENDS SHALL ACCORDANCE WITH SECTION R311.-).10.1, BE RETURNED OR SHALL T'ERNIINATE IN NEWEL P()STS OR SAFETY TERMINALS. 0 EXCEPTIONS: W q R311.7.5.3 NOSTNGS. 1.HANDRAIL CONTINUITY SHALL BE PTT ERMIED TO BE INT'ERRUPT'ED BY A ` NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE NEWEL POST AT A TURN IN A FLIGHT WITH WINDFRS,AT A LANDING,OR nO/ II-- 0 A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH OVER THE LOWEST TREAD. Q n O z O (14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO uiIL PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1/4 TERMINATE OVER THE LOWEST TREAD. INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GREATEST O O NOSING PROJECTION SHALL NOT EN CEED THE SMALLEST NOSING R311.7.8.5 GRIP SIZE. PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. REQUIRED HANDRAILS SHALL BE OF ONE OF THF.FOLLOWING TYPES OR 0- U H_ Q EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD PROVIDE EQUIVALENT GRASPABILITY. O N DEPTH 1S NOT LESS THAN 1 1 INCHES(279 MM). 1.TYPE 1. v HANDRAILS WITH A CIRCULAR CROSS SECTION SI TALL HAVE AN OUTSIDE EXISTING 8311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. DIAMETER OF NOT LESS THAN 11/4 INCHES(32 N'IN I)AND NOT GREATER THAN B ILCO DOOR V PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY WITH THE 2 INCHES(51 MM).IF THE HANDRAIL IS NOT CIR(VLAR,IT SHALL HAVE A PROVISIONS OF THIS SECTION AND SECTION R507.2.2. PERIMETER OF NOT LESS THAN 41NCHES(102 M.\1)AND NOT GREATER THAN 6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES u R311.7.6 LANDINGS FOR STAIRWAYS. (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LIiSS THAN 0.01 INCH(0.25 MhT). u o THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 2.TYPE II. U m STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL HANDRAILS WITH A PERIMETER GREATER THAN r,_1/4 INCHES(160 MM)SHALL SHALL BE NOT LESS THAN THE WIDTH OF THE FLIGHT SERVED,FOR HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR,THE DEPTH THE FINGER RECESS SHALL BEGIN WITHIN 3/4 TNCH(19 MM)MEASURED AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT VERTICALLY FROM THE TALLEST POR'T'ION OF TI 1 H PROFILE AND HAVE A LEFT SIDE ELEVATION OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING DEPTH OF NOT LESS THAN 5/16 INCH(8 MM)WIl'I I IN 7/8 INCH(22 MM)BELOW WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INCHES(914 MM). CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MNI TO A LEVEL THAT IS NOT PAGE :EXCEPTION:A FLOOR OR LANDING IS:NOT REQUIRED AT THE TOP OF AN LESS THAN 1-3/4 INCHES 45 MM)BELOW THE TA 1 LEST PORTION OF THE INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSED PROFILE.THE WIDTH OF THE HANDRAIL ABOVIi"I HE RECESS SHALL BE NOT GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. LESS THAN 1-114 INCHES(32 MM)AND NOT MORI-THAN 2-3/4 INCITES(70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS TI IAN 0.01 INCH(0.25 MM). 8311.7.7 STAIRWAY WALKING SURFACE. � of TL_A � O THE WALKING SURFACE OF TREADS AND LANDINGS OF STAIRWAYS SHALL 8311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. BE SLOPED NOT STEEPER THAN ONE UNIT VERTICAL IN 48 INCHES PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE HORIZONTAL(2-PERCENT SLOPE). REQUIREMENTS OF SECTION R507.2.2. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C, REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, i i 85'2" NOTE: ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ LUMBER. 12'S" 4.'9" 17'8" ALL FASTENERS FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL PER 8317.3 18" DIA x MIN 48" DEEP OR TO UNDISTURBED SOIL NOTE: CENTER STOOP SEE DETAIL SHEET FOR P.C. PIER WITH 6x6 ACQ ON NEW DOOR SYSTEM HIGH WIND CONNECTION POST TO DECK GIRDER. 6611 6'G' 616" ANCHOR PER DETAIL REQUIREMENTS SHEET, TYP. "' 'LI' OF NEW STOOP ABQ1/ r ------- ------ �_ -----_---------�_- ` 1i3-2x10 ACQ GIRDER, i3-2x10 ACQ GIRDERS �i3-2x10 ACQ GIRDER, e r 2X8 ACQ LEDGER, LAG TO BOX BEAM ro ' EXISTING ' (SEE DETAIL SHEET FOR CONNECTION) EXISTING i --_------------------ ----__ -------- ---_- -_ -_--- _---- - - _- - EXISTING (2)2x10 - EX15TING (2)2x10 EXISTING (2)2x10 - EXISTING 0272x10 EXISTING NEW POINT LOAD NEW POINT LOAD , FROM ABOVE FROM ABOVExCN ' U 0o i :, z EX 5T1 GN B LG 00 ' 4'x5'x5/8" F.C. GWB X w OVER FURNACE PER CODE ; EXISTING (2)2x10 ❑ EXISTING (2)2x10 EXISTING CELLAR - - - - - - - - - - - - - 0 EDE x ' EXIStING SLAB'4 , - NEW POINT LOAD x O_ p° d FROM ABOVE z so z a co G , cp , aPROVIDE BLOCKINGxj ; � a H TO ALL POINT ' LOADS ABOVE �� EXISTING (2)2x10 EXISTING (2)2x10 NEW POINT LOA D ; z FROM ABOVE 0 � cv , X 8'G" 8'9" S'9" 8'9'/" 8'9'/" 5' 10'/:" 5'10'/2" 8'5" 8' I" z 0 , w , z EXISTING EXISTING X w _ EXISTING (3) 13/4"x9 I/2" _ EXISTING (3J 1 3/4"x9 I/2" _ EXISTING (3J 13/4"x9 I/_2" EXISTING C3J 3/4"x9_ /2" _EXISTING (3) 1 3/4"x_9 1/2" _ l3) 1 3/4"x9 1/2" (3) 1 3/4"x9 1/2" _ EXISTING (_3) 1 3/4"x9 1/2" _ _EX_ISTING (3J 13/4 x9 1/_2" w ; r LVL GIRDER - —Q- LVL GIRDER - —� LVL GIRDER LVL GIRDER - 9— LVL GIRDER - �- LvL GIRpER �— LVL GIRDER - —� LvL GIRDER - _8 LVL GIRDE ' m � w VERIFY 36"x36"x12" m: -i P.C. FOOTING BELOW w ll w X N REMOVE GIRDER z BETWEEN COLUMNS -' N O AT STAIRS. INSTALL EXISTING X UPSET (3)2x10 FOR CRAWL SPACE z w STAIR HEAD ROOM N X w 9'8" 91101, 91101, 8191, 8191, 7'4" 7'4" 6' 11" T T _F EXISTING (3) 1 3/4"x9 1/2" EXIStING (3) 1 3/4"x9 1/2" EXISTING (3) 1 3/4"x9 1/2" EXISTIN (3) 1 3/4"x9 1/2" EXISTING (3) 1 3/4"x9 1/2" EXISTING C3J-1- /d�c9-H3"-• EXISTING (3) 1 3/4"x9 1/2" EXISTING (3) 1 4"x9 1/2' LVL GIRDER -a- - - - LVLGIRDER- - - - - - LvLGI— - - -O— 'I —L GIRDER - - -�- - -LvLGIRDER - - - - - - - LVL IGRDER - �o- - - LVL GIRDER - -E-- - LVLGIR- R - - — - — - — - - - - - - F U X EXISTING � � PROPOSED 42"x42"x12" DEEP � '�1�`� I COLUMN, TYP. P.C. FOOTING WITH 4"x4"x3/8" T.S. J-4� COLUMN TO NEW STTEL BEAM ABOVE Z ^ = m w =— EXISTINGX (L/ O O I CRAWL SPACE wl lu ACCESS ''11'' REVERSE STAIRS JU N r-- Z z _ PROVIDE NEW RAIL PER CODE , I }— nl wv ' - log ,i> X O X W Wl;m z u CL O �J Ou l7 ,0 -i l7 ,, li m . 7s/2 so � 7s/� o zm QpW�= u X J Q u Q O w z F� / a u 2x8 Aca D.�m ,1 O j�- - — - — - " - " �— - — - — - 1 —� — - INC, (3J 3,4"x9 1/2" � 0 — ;` 00 ! i6" o.c. .lyw 18" DIA x MIN 48" DEEP ) EXISTING l3J 13/4 x9 I/2 EXISTING l3) 1 3/4 x9 1/2 EXISTING _ LVL GIRDER LVL GIRDER LVL GI ER 0 ~ x N r' OR TO UNDISTURBED SOIL 7 0 w -- --Ej-r P.C. PIER WITH 6x6 ACQ 00 N EXISTING (2)2x10 f W BUILD 2x6 KNEE WALL OFF EXISTING SLAB. --' POST TO DECK GIRDER. _- — " — - — - — - — - —_ -__ W USE 2x6 ACQ PLATE AT SLAB ANCHOR PER DETAIL ENGINEER: LINE OF EXISTING PORCH ABOVE JA SHEET, TYP. ----------- - ----------------------------------------------------- OF NC��, ----- --------------- LINE OF NEW FLOOR ABOVE T. —` POUR CONCRETE TO rA, FILL IN AT EXISTING DROP w VERIFY R.O. OF NEW 00 OVERHEAD DOOR ANCHOR EXISTING N AND BOND NEW TO EXISTING �� 3 UNEXCAVATED GARAGEWITH 04 BARS v 12 O.C. �, 3 °9 PROVIDE 5/8" ANCHOR BOLTS `�Q�rr EXISTING SLAB 32" O.C. IN NEW WALL ---• - JEFFREY T. SUTLER, P.E. w � D m M 3 r F- a, O O � o w a O O z r ° O z Q TABLE R402.2 0 z :MINIMUM SPECIFIED COMPRESSIVE W a STRENGTH OF CONCRETEIrr 3: MINIMUM SPECIFIED COMPRESIVE STRENGTH(fc) (A) O z W WEATHERINNG POTENTIALJ11 1 O 12'S" 9'0" 15'9" 13'6" 24'0" 10'6" U u ' TYPE OR LOCATIONS OF LL d CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT Q� - EXPOSED TO THE WEATHER 2,500 2,500 2,500(C) BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500(C) O a Q BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND / / OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000(D) /3,000(D)/ PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE ' , FOUNDATION PLAN WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(D,E,F) /3,50O(D,E,1� / FOR SI:1 POUND PER SQUARE INCH=6.895 KPA. SMOKE DETECTOR PAGE &A.AT28I'Sl• INTERCONNECT PER CODE B.SEE TABLE R301.2(I)FOR WEATHERING POTENTIAL. C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWINGCARBON 1"IONOXIDE DETECTOR DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D. 0 ONE PER FLOOR D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) O A o SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. F.FOR GARAGE FLOORS WITH A STEE]:TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED 1F THE SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i i I 85'2" 12'5" 43'9" 17'0" 12'0'f EXISTING DECK z o 0 0 ' EXISTING 2 SIDED • FIREPLACE F — — EXISTING BEDROOM EXISTING DEN EXISTING EXISTING Io wI z tD LIVING ROOM DINING ROOM J a vo _ �c f I .4 I EXISTING I f I—C ISI N KITCHEN NI II f ' L� i N w � � 0 (2) 1 3/4"x 18" LVL' --___-___, C2) 1 3/4"x 1S" LVL I ; -"' -(2Tr.St ;Z1S LVL--"--------' m 26 - - - - - - - - - - - - - - - - - - - - -; ,_1"--��---- -- i - - - - - --L - - - ; - - - - - - - - - - - - - - - 1'2' IT 3" - ,-1 ' , u o'• ' 1 f 61" ' i `------------------------------------- O w 1 o EXG TING ,------- ' O1 POWDER EXISTING ROOM 0BATH ------ �} E> IST NG U ' a f EXISTING BREAKFAST �1 EXISTING ' SUNROOM _ (� Ir 0 z X rr O �J, U j . • J4 Q , '. -------------- ---- O- wn, m O EXISTING ' ' ' ' 1— Ld 1 . BATH tu EXISTING BEDROOM I O t- EXISTING BEDROOM 41 Ca O c If fl 1 W •--- 1L (01 , w 0 1 -------------------------------------------- ------ Q '� 00 ;n IF - - - - I �4 EXISTING /\ COVERED ENTRY II N (I ENGINEER: I u j II pF NEI �, II EXISTING II GARAGEII CO) EXISTING SLAB II c Lu 2 Lu II T� 0 3493 II M Orc,SS�d�P\. II JEFFREY T, BUTLER, P.E. II 3: n IL O II Z t' z o Qzm m w moo OC p 3: o O hoz o W O EL u d O N N o 9) 11 ❑ 1 " , , 11 11 125 90 159' IL 13IG 240' 106 O 85'2" z O a a U � NVALL LEGEND EXISTING FIRST FLOOR PLAN LIVING AREA= 3106 SQ.FT. EXISTING WAL- GARAGE AREA = 580 SQTF . EXISTING WALL SMOKE DETECTOR PAGE : TO BE REMOVED •--------------------- � INTERCONNECT PER CODE 0 CARBON MONOXIDE DEtEC I OR of 1 O co ONE PER FLOOR 4 I COPYRIGHT 2013 JEFFREY T, BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 18 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i 85'2" 12'5" 13'3" 30'6" 1TO" 12'0" 15'2" 15'4" STEPS AND RAIL PER CODE PROVIDE SIMPSON HE TIES REFRAME WALL (EXISTING R.R. TO NEW WALL) WITH 2x6 STUDS (4)2x6 STUDS, SEE PORTAL PROPOSED STOOP (4)2x6 STUDS, SEE PORTAL FRAME DETAIL WITH HDUS 5/4°x6° DECKING FRAME DETAIL WITH HDUS , r PROPOSED CO MPORARY MULTI SLIDE 2 PANEL DOOR EXISTING WINDOW /-PANEL BI-PARTING TO REMAIN 29'R.O.(VERIFY SIZE BEFORE ORDERING) EXISTING WINDOW (2) 1 3/4"x14" LVL w/ 13"x1" STE£L PLATE TO REMAIN z �; U o EXISTING DECK OC ,r, 5'3V2" 5'31/2" Cc N EXISTING Q N Q o'o ,� U BILCO DOOR U SIGNAT RE CAS 11 a� SIG NATU E CAS 11 p 2- x4-0 �j;44 2-8x -0 `^ p z (2)2x1 HDR. '� (2)2x1 HDR. ' ' J ZA EXISTING BEDROOM EXISTING DEN C. 3x N£w 4"x4"x3/a" 6 6 o a ' JL T.S. COLUMN TO ANG 9'O CLG. HGT, 9'O CLG. NGT. _ O X N FOUNDATION BELOW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O m (NO WORK) (NO WORK) 1 - 30'2" O N (K cb i Z 111 L NEW (3) 1 3/4"x 18" LVL FLUSH - — - - - CUSTOM HANGAR a Q , d 1/4" STEEL PLATE. LAG TO PACK OUT. 6 En SUBMIT SHOP DWGS. I 0 w p w U- ° x 0 @ PROPOSED J SINK z U E✓ FRAME 2x6 WALL ABOVE TECO ALL FLUSH I KITCHEN ------ z Q z TO RR., INSULATE R-21 ':�l CONNECTIONSw - 1 0 z 0 BOLTED 9'O CLG. HGT. �t , - N z CONNECTION x p W i `" o a, p — - — - — _ - — - W 12x45 FLJSH (NEW) ;3' v o d m CLO, LN, ��- - - - - - - - - - - - - - - - - - - - - - m ----- w NEW 4"x4"x3/8" I N I� f., zo C W C T.S. POST TO NOTE' ,w `� °� so GIRDER BELOW ' LL PACK OUT WIDE FLANGE EXISTING LA co I y BEAMS WITH 2x MATERIAL I x U m w' BATH (2)2x10 HDR. PROVIDE SLEEPER HOLES 0 i, 9'O" CLG. NGT. 16- T ' TOP AND BOTTOM (1/2") N N F (NO WORK) I IN AI N 16" O.C. STAGGERED w E> IST NG U o TUB/SWOWER PROP, Ng EXISTING 6"_ SUNROOM U z p U SPLA? FLOOR " , Q TO MAINTAIN __PRO. „ - �� (NO WORK) .� o CLO, ; x x3/a X P r I EXISTING u N HEADROOM __�R T.S. COLUMN TO REF, MASTER BATH X F NEW FOOTING BELOW - J11 LL CLG. HGT. W W ----''-' O d Lu m F.. F= (NO WORK) w ° o z z N w Lv PRO. � Q n/ pr �J w - a w CO IIId W.c PRO. _ PANTRY N C14 Y r Z 61111 51411 POWDER `O 5'0" 4'5" ('�1 Ltj W -4 J EXISTING BEDROOM TUB ~ w W �0 SINK ®• EXISTING BEDROOM X O O 9'O CLG, HGT. O � z D � CD J 9'O' G�. HGT. WO ® 26 , O Z 0 11LL (NO WORK) Q (2)2x10 HDR. , (� � o -_-_-- --_ -- ---_--_-- - --_--- --_---_---- ° x �' _ PRO. „N � M N STOOP (2)2x10 HDR, 2'411 PROPOSED (3) 1 3/4"x11 '1/B" LVL n/ NEW 1668-3068-1668 ENTRY Q FLUSH AT EXISTING BEARING WALL Q lX- �O7 d d Q o L) w q C Z o p N M x ° N EXISTING N N STEPS AND EXISTING WINDOW /\ W.C. z COVERED, z RAIL PER CODE TO REMAIN VENT W SIN a ENGINEER: N ____________________ T ,L_ ----------- ps OF _ EXISTING WINDOW Vl/ o C TO REMAIN \ - 2x6 WAL 3 0 L R-21 INSULATION (2)2x10 HDR. Gj ��� ✓) EXISTING WINDOW iv ►- - !�� � TO REMAIN m '� W to �0 „t1q PROVIDE HDUS x x AT KING STUDS JEFFREY T, BUTLER, P.E. EXISTING GARAGE p 3 EXISTING SLAB 3 r U 5/a" F.C. GWB ON WALLS O 8 AND CEILING PER CODE w w Z � O N k Q a O W z tr' p O Z c1 O � U � zm z Q a W � 0 0 EXISTING WINDOW EXISTING WINDOW TO REMAIN TO REMAIN Q W U) � N f2o O 0 3 6'6" TO" IL 0 IL O 6 12'5" 9'0" 15'9" 13'6" 24'0" 10'6" O -" v ' 85'2" � w a � WALL LEGEND PROPOSED FIRST FLOOR PLAN EXISTING WALL 71 LIVING AREA = 3,305 SQ IFT. NEW 2x6 WALL_ GARAGE AREA = 374 SQ FT. PAGE & SMOKE DETECTOR INTERCONNECT PER CODE 0 CARBON MONOXIDE DETECTOR Co ONE PER FLOOR COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.F., P.C. 85'2" 12'5" 431911 17'0" 12'0" I zz i I \lti"I]NG WINDOW — — — — — — — — — — — — — — 'EXTSTTNG VPmow— — — — — — — , rQ REMAIN TO REMAIN I 10 p = I In I - Iz I� O 0 I Iw I I I EXISTING BEDROOM EXISTING o 8'0" CLG. NGT. UPPER DEN I N (NO WORK) 8'0" CLG. HGT. I a (NO WORK) I ry I I � I I Q I I I z N I I NEW 2x6 WALL I I TO R.R. I I cs rn I I o I m EXIST, CLO, INSULATE R-21 w I I 0 IJ I IQW.C, o o w EXISTING LA 0 m O BATH O (NO WORK) 0 WEXISTINs r)ou,N TUB/SHOW 1� o v 0EXISTING W.I.G. d '' LL F O fN0 WORK) X U : d �' w p Z 0) >7�— m � mW KNEE WALL O 73 0 W LL � �— � z ` LL ai I 0 1 LL N ET. NCxINEER: C�- W C7 _ W O 73 a 3 �� A) JEFFREY BUTLER, P,E. 0 3 m � n O v O z t; O m0 0 u Z Q z U] 0 a W (3 rr � C) o W U) O U I d O N (s) - rr WALL LEGEND19. EXISTING 2x4 WALL I EXISTING SECOND FLOOR PLAN EXISTING WALL EELOW 1 , LIVING AREA = 706 SQ.FT. SMOKE DETECTOR J� NEW 2x6 WALL - & INTERCONNECT PER COD {� O CARBON MONOXIDE DETECTOR ca ONE PER FLOOR COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T, BUTLER, P.E., P.C. R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FIRE PROTECTION OF FLOOR WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT l; -QUIRED ELSEWHERE IN THIS CODE TO 3" 4" VTR SECTIONP3103: VENT TERMINALS FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATTED,SHALI.11F PROVIDED WITH A 1/2-INCH(12.7 MM) n INISHES SHALL BE 114 ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. GYPSUM WALLBOARD MEMBRANI i/S-INCH(16 MM)WOOD STRUCTURAL ^� _____ "- P3103.1 VENT PIPES TERMINATING OUTDOORS. PANEL MEMBRANE,OR EQUIVALENTc)N THE UNDERSIDE OF THE FLOOR ♦ p F302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS( R OPENINGS FOR DUCTS,VENTS, VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES.LUMINAIRES,WIRES,SPEAKERS, ♦ � ' � '� OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN REATER THAN 200. DRAINAGE,PIPING AND SIMILAR ON .NINGS OR PENETRATIONS SHALL BE ♦ LAV i ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS EXCEPTION:FLAME SPREAD INDEX REQUTREVIENTS FOR FINISHES SHALL NOT PERMITTED. p P3103.1.1 THROUGH P3103.1.4. APPLY TO TRIM DEFINED AS PICTURE MOLDS„CHAIR RAILS,BASEBOARDS AND EXCEPTIONS: p SHOWER HANDRAILS;TO DOORS AND WINDOWS OR TAETR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED PIP I CTLY OVER A SPACE PROTECTED BY AN PROPOSED THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM IN.ACCORDANCE WITH SECTION P2904,NFPA p 13 3/16" OPEN V ROOF EXTENSION. SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVAI I:NT SPRINKLER SYSTEM. PILOT HOLES FOR p SECOND FLOOR ' OPEN VENT PIPES THAT EXTEND THROUGH 3 ROOF THAT T NOT MEET INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED D1RI.CTLY OVER A CRAWL SPACE NOT MANUFACTURING ' THE LESS CONDITIONS OF SECTION P3103.1.2 OR P31E ROOF SHALL TERMINATE CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR TI 11 INSTALLATION OF FUEL-FIRED OR PURPOSES 2" 3" 2 i NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR G INCHES RE TE ELECTRIC-POWERED HEATING APPI I vCES. ' ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. R302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIF,'ti I IALL BE PERMITTED TO BE 3° 3 3" WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING\t ITH THE FOLLOWING: 0 ------------------------------ __----------'----'- --- -- _ _ ""-- __ _____ _ P3 103.].2 ROOF USED FOR RECREATIONAL PURPOSES. 1 L ' ' LAA ' ---' WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THI.LI\PROTECTED PORTIONS DOES NOT L W,G, Lu,C, ' W.G. ' EXCEED 80 SQUARE FEET(7.4 SQ.N 1 ,PI?R STORY. s 4, s/s° ' OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, R302.9.3 TESTING. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED TUB/ , SINK S NIG SINK TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPRl PROTECTED PORTION TO SEPARATE THE SHOWER SHOWER tU OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) UNPROTECTED PORTION FROM THP R F.MAINDER OF THE FLOOR ASSEMBLY. T T ABOVE THE ROOF. R302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING 1+I VIENSION LUMBER OR STRUCTURAL HD v MAIN FLOOR W W' AS AN ALTERNATIVE TO IiAVTNG A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR I..!:I;ATEA THAN 24NCH BY 10-INCH P310 E ROOF EXTENSION COVERED. THAN 200 AND A SMOKE-DEVELOPED INDEXOF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIN 117 KS ION,OR OTHER APPROVED FLOOR 2" 3" 2° 2" 3" 2" 2" 2° 2" 3" 2„ IS COVERED BY EITHER A ROOF-MOUNTED PANEL{SUCH 2" 2" WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND WHERE TESTED IN ACCORDANCE WITH AS'ITT E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATTNG F..QUI\; LENT FIRE PERFORMANCE. FOR HOEDOWNS,PER ASTM TEST STANDARDS, CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT 3 A SOLAR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE E VENT WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL 8302.14 COMBUSTIBLE INSULATION('LF.ARANCE. PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATIONSHALL L'I SEPARATED NOT LESS THAN 3 INCHES WITH CONSIDERATION GIVEN TO POSSIBLE 3„ THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUM1NAIR •FAN MOTORS AND OTHER HEAT- ♦ • FUTURE WOOD SHRINKAGE.CARE SHOULD - FAI ORA DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS .S 1.DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES. ♦ BETAKEN TO NOT OVER-TORQUE THE NUT. G,O, � THAN 2 INCHES(51 MM}ABOVE THE ROOF SURFACE.SUCH ROOF ELE\9ENTS 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODLTC'IXG DEVICES ARF.,LISTED FOR LESSER SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW 2. ANY WALL OR CEILING. CLEARANCES,HERE HETTBLE INSPI N PION COMPLYING WITH OR L LISTING • IMPACT WRENCITES SHOULD NOT BE USED. � ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALT_BE SEPARATI l)1N ACCORDANCE WITH THE ♦ , TO AN APPROV PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE L.IS I ING. p 4 ; SANITARY SEPTIC ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA son Kw. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE Q ♦ O SYSTEM FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OI .SECTION N1102.4.5 OF THIS CODE. p OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. 1,000 M2. SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT 6 R302.10 FLAME SPREAD INDEX AND SMOKE-DEVBLOPED INDEX FOR INSULATION. }� /� /� /� M 1 PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT O FLAME SPREAD AND SMOKE-DEVELOPED FLUM5INCS RISER DIAGRAM (NTSJ PIPE OPENING. N ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. 0 PRESERVATIVE-TREATED P3103.1.4 SIDEWALL VENT TERMINAL. R302.10.1 INSULATION. CONTINUOUS AIR VENT BAFFLESBARRIER INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, a FRAMING BAY OIUENS CORNING THOUGH THE WALL SHALL TERMINATE 0 REQUIIREDMAY BE NOT LESS THAN 0 FEET((330T48 NG MMR ROMLA OT LINE AND NOT LESS THAN ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS RAFT-A-MATE TO SE INSTALLED 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL SO THAT AIR FLOW 16 NO- RESTRICTED, 0 EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND ASMOKE- ° 0 TABLE P3201.7 (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. DO NOT COMPRESSVENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A IN6ULATIO SIZE OF TRAPS FOR PLUMBING FIXTURES DEVELOPED INDEX NOT D EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN ° 0 0 e STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE 0 ° 0 PLUNKING FIXTURE 0 6 TRAP SIZE MIN. TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE ° 0 ° (INCHES) AND RODENTS FROM ENTERING OR BLOCKING THE;VENT PIPE OPENING MEMBRANES AND SIMILAR COVERINGS. ° AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. EXCEPTIONS: BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 I.WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE AND/OR WHIRLPOOL ATTACHMENTS z P3103.2 FROST CLOSURE. FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT VERTICAL HDU INSTALLATION BIDET 1 1/4 WHERE THE 97.5-PERCENT VALUE FOR OUTSTDE DESIGN TEMPERATURE IS o APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, { 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL FLOOR OR WALL FINISH. �N HDUS DETAILS BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE n' 2.CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED CLOTHES WASHER STANDPIPE 2 w SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304,8 MM)INSIDE AND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT MANUFACTURED BY SIMPSON DISHWASHER(ON SEPARATE TRAP) 1 1/2 THE THERMAL ENVELOPE OF THE BUILDING. SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE STRONG-TIE COMPANY, INC. uj THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. NOT TO SCALE FLOOR DRAIN 2 P3103.3 FLASHINGS AND SEALING. VDETAIL THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE w 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. m KITCHEN SINK(ONE OR TOW TRAPS,WITH OR WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS R302.10.2 LOOSE-FILL INSULATION, WITHOUT DTSWASHER AND FOOD WASTE DISPOSER) 11/2 AND SOFFITS SIIALL BE MADE WEATHER TIGHT BY CAULKING. LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL 72:3 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 P3103.4 PROHIBITED USE. SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A SECTION R302.10.1 WHERE TESTED 1N ACCORDANCE WITH CAN/ULC S 102.2. EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE LAVATORY 1 1/4 VENT TERMINAL. REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2,PROVIDED SHOWER(BASED ON THE TOTAL FLOW RATE P3103.5 LOCATION OF VENT TERMINAL. THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND 8302.10.3. THROUGH SHOWERHEADS AND BODY SPRAYS) AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE 5-100 FLOW RATE: LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, 8302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. NAIL) 5.7 GPM AND LESS 1 1/2 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CPR, MORE THAN 5.7 GPM UP TO 12.3 GPM 2 OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL / PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL MORE THAN 12.3 GPM UP TO 25.8 GPM 3 BE WITHIN 10 FEET 3048 MM HORIZONTALLY OF SUCH AN OPENING UNLESS BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND 0a0 ( ) 1404. MORE THAN 25.8 GPM UP TO 55.6 GPM 4 IT I5 NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. n FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm. R302.10.4 EXPOSED ATTIC INSULATION. X EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC.FLOORS SHALL HAVE FASTEN SHEATHING TO � '4 A CRITICAL RADIANT FLUX OF NOT LESS TEAN 0.12 WATT PER SQUARE 1 0 II 0 _ J IL CENTIMETER. WEARERWITH 13DCOMMON NAILS " 8302.10.5 TESTING. (2) 1 3/4"x14" LVL w/ 13"xl" STEER PLATE lu ,ll TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH 1 114" COIL STRAP (BOTH 51056) W 0 ASTM E970. (8) 100 NAILS, STUD 1^ R302.11 FIREBLOCKING. `!41L6 (8) IOD NAILS, HEADER/TOP PLATE NOTE: 3: IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SHALL BE PROVIDED TO ALL LUMBER THAT COMES IN CONTACT WITH N r CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS 1/2" CDX SHEATHING WITH CONCRETE WILL BE AGQ LUMBER L� O J AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN 8 D COMMON NAILS,3" FIELD C(1 A TOP STORY AND THE ROOF SPACE. 3" O.C. PERIMETER, tO } FIRFBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE m � FOLLOWING LOCATIONS: ♦++ X O Lum 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING SIMPSON HDU 5 O D 14) 0 FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS �+ 5/8" ANCHOR BOLT lu M 1.L FOLLOWS: SII"1�SON STRONG-TIE EPDXY INTO FND z LL 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. j�j�} HURRICANE /� WITH 6" MIN EMBEDMENT �r- O O 7 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). r- F3 HURRICANE TIE ,',� a, Iy 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL D D D G G D P v D G D P G D D ul 0) SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. �+�- 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND U-- BOTTOM OF THE RIJN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IL 4.AT WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ui 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING - F O R T A L FRAME DETAIL r AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE I ff-�-�I EXISTING ROOF STRUCTURE � PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING FOR WALL OPENING PROTECTION OF180 MPH 3-SECOND WIND GUSTS THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM El 36 REQUIREMENTS. ( MAXIMUM MEAN ROOF HEIGHT: 35') ENGINEER: 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.19. 6.FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 1S REQUIRED AT c THE LINE OF DWELLING UNIT SEPARATION. SHUTTER AS S E M B LY • � �������� I,�a���Q�' R302.11.1 FIREBLOCKING MATERIALS. EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL N.T.S. CONSIST OF THE FOLLOWING MATERIALS: FOR PANEL SPANS: 1.TWO-INCH(51 NIM)NOMINAL LUMBER. 0 <4'0 WIDE SPAN w 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN • I �• 2 / W LAP JOINTS. 23/32 APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH (OVERLAP AROUND OPENINGS 4") 1 JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. EXISTING ATTIC 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH(19.1 MM)PARTICLEBOARD. ASSEMBLY: 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I JEFFREY T. UTLER, F.E. 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. I SIMPSON HANGER, TYP. 7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER #10x3 (w/WASHERS) GALVINIZED OR STAINLESS STEEL l ° PROPOSED (3) 1 3/4"xll 1/8" LVL APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY WOOD SCREW @c 16" O.C. I NEW 2x8 c.J, p Tp RETAINED IN PLACE. 16" O.G, NEW R-49 INSULATION FLUSH AT EXISTING BEARING WALL O S.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ASTM El 19 OR UL 263,FOR THE SPECIFIC APPLICATION. #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHER S) I TOP of SUBFLOOR - - - - - nnnn NEW 1a" TA 860 C.J. m 12" O.C. (3 MACHINE BOLT @1 12 O.C. ��� I � )� .)GUI_ �' !UUUVnu�uUUU( uffu(IMMUIS )uu�isiuu�uuu�����i��i��uRURN ��i�����u�ATMI � � R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. �� • • BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED TOP OF PLATE - - " Ge 0. NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED ' 1 1/2° GWB _ z NEW 1/2° GWB , , Z USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. N W r O EXISTING 2x4 STUDS = EW (3) 1314"x I 3/ x S FLUSH LVL LS � � � cYl R302.11.1.2 UNFA.CED FIBERGLASS. I•I' ° EXISTING INSULATION _ ' ' z O Q UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL I I EXISTING SHEATHINL� THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS I I EXISTING HOUSEWRAP - Z I z o THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT I PROPOSED PROPOSED , , PROPOSED = Q z OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE I I, I- o EXISTING SIDING - O Q O PACKED TIGHTLY AROUND THE OBSTRUCTION. I°I I I ULTIPLE SECTION ASSEMBLY: _ KITCHEN POWDER LAUNDRY I/4" THICK BOLTS m 2' OCROOM _ GARAGE W a 60 Q R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. I I _ 5/8" F.G. GWB ON WALLS 9 LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK I 1 I UNLESS SPECIFICALLY TESTED IN THE FCRM AND MANNER INTENDED FOR 1.1' I•I' I �' AND CEILING PER CODE Q USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD I DIQ� THE SPREAD OF RE AND HOT GASES. I I fi ROPOSED 2x10 F.J.F.J, 16" O.0 W-_ 1 I I I I I l 3/4" SUBFLOOR ; TECO TO EXISTING BOX BEAM d R302.11.2 FIREBLOCKING INTEGRITY. I I,I- 4• ��' ' ' INSULATE R-30 - ij) 3 THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. °I� I I 1 I I TOP OF SUBFLOOR - - - - 1(1 1(1_I n� � ( � O )��-3 I; -3 13( D O rn l c SI ) QQI S S ( uu�S S�S�S��S�u�S�Z�✓S��Zu LL 8302.12 DRAFTSTO'PPING. I I I I I TOP OF IDN. - - - - - _ 2x6 KNEE WALL IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH SHUTTER ASSEMBLY I I I I ' I ,�' I 1 •,` NEW R-30 ;° - EXISTING SLAB b°6 � u. � � ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CETLTNG ASSEMBLY, N.T,S, •1 �' I•I' •I' GRADE INSULATION 6 O " DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED FOl? PANEL SPANS: l I I I I I I p b e _c SPACE DOES NOT FiXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL 4' OR WIDER SPAN I I + DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE I I I I I EXISTING ° z THE ASSEMBLY 1S ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING 23/32" APA SPAN-R•=TED 48/24 SHEATHING GRADE PLYWOOD I �; ' IBJ. COLUMN EXISTING CELLAR 4: 0 MEMBRANE BELOW,DRAF17STOPPING SHALL BE PROVIDED IN FLOOR-CEILING (OVERLAP AROUND OPENINGS 4") 1 "' ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: I I I I d, 1.CEILING IS SUSPENDED UNDER THE FLOCR FRAMING. I I ° °° ° 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR 2x4 STRONG-BACKS 24„ OC I I PERFORATED MEMBERS. ° s ASSEMBLY: 8302.12.1 MATERIALS. 1). PREA55EMBLE FLYWOOD TO 2x4'5: " 10x3" (w/ WASHERS) GALVINIZED OR I I EXISTING FOUND TION DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 MM) STAINLESS STEEL WOOD SCREW m 12" O.C. GYPSUM BOARD, INCH(9.5 MM)WOOD STRUCTURAL PANELS IN OTHER 2), ATTACHING STRLGTURAL PANEL: FASTEN TO BUILDING w/ a; a: APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAI'PSTOPPING SHALL „ l%� TOP OF FOOTING - - - - - , BE INSTALLED PARALLEL TO THE FLOOR FTAMING MEMBERS UNLESS 010x3 (w/ WASN_RS) GALVINIZED OR STAINLESS STEEL PAGE & OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE WOOD SCREW u' Igo" O,C, c r,i•3�°+ ,�.��� � DRAFTSTOPS SHALL BE MAINTAINED. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 010 TEE NUTS ATTACHED TO BLDG. w/ »10x1-1/2 ( W/ WASHERS) SECTION A-A MACHINE BOLT m 12" O.C, COPYRIGHT 2013 JEFFREY T, BUTLER, P.E., F.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P,E., P.C. wee. . . . .. STAGGER FASTENERS TABLE R507,9.13(1) IN 2 Rows DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD= 10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO 0 0 O BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5"MAX. 5.5"MIN.FOR 2x10 ARE USED OR BOLT SPACING IS CONNECTION DETAILS 7.5"MIN.FOR 2x12 REDUCED TO THAT OF LAG SCREWS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1 to 16' 16'1"to 18' O 0 0 3/4"MTN. TO ATTACH 2x8 LEDGERS TO 2x8 ON-CENTER SPACING OF FASTENERS BAND JOISTS. 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH MAXIMUM SHEATHING,(D) 36 36 34 29 24 21 19 SIDING FIGURE R507.9.1.3(1) 1/2-INCH DIAMETER BOLT WITH I -INCH MAXIMUM SHEATHING,(E) 36 36 29 24 21 18 16 FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: 1 INCH=25.4 MM, 1 FOOT=304.8 MM, 1 POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. DECKING C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. D.SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SHEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. 2x4 CONTINUOUS APPROVED JOIST HANGER TABLE R507,9.1.3(2) LATERAL BRACE AT 6'O.C. 2"MI PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGF,RS AND BAND JOISTS 2x LEDGER WITH FASTENERS TNT ACCORDANCE WITT I'TABLE R� t i.2 FLOOR SHEATHING NAILING —TRUSS OR CEILING JOIST MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS AT 6"MAXIMUM ON CENTER 2-10d NAILS TO JOIST WITH HOLD-DOW Simpson Strong-Tie TOP EDGE BOTTOM EDGE ENDS ROW SPACING GABLE END TRUSS o DTT2Z TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 1 5/8 INCHES(B) 1 j FLOOR JOISTS'. Simpson Strong-Tic w DTT1Z HOLD DOWN BAND JOIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 15/8 INCHES(B) AT 4 LOCATIONS,EVENLY DISTI%I BUTED ALONG DECK AND ONE WITHIN'24"OF EACH FOR ST: I INCH=25.4 MM END OF THE LEDGER.HOLD DONS N DEVICES A.I.AG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL 1 SHALL FULLY ENGAGE DECK JU 15T PER RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.9.1.3(1). HOLD DOWN MANUFACTURER. + + + IF- + + + B.MAXIMUM 5 INCHES. C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP OF THE LEDGER SHALL A FULLY THREADED 3/8"DTAMETI=.R LAG BE IN ACCORDANCE WITH FIGURE R507.9.1.3(1). 1 I0-8d SCREW PREDRILLED w/MIN.3"N NETRATION NATLS z TO CENTER OF TOP PLATE,STUD S OR HEADER D w Q FIGURE R507.9.2(2) Sd COOLER NAILS AT 10"O.C.. ro DECK ATTACHMENT FOR LATERAL LOADS FLOOR JOIST DECK JOIST 2"x4"BLOCK NAILED TO EACH 0 BRACE WITH 4-10d NAILS = BOOR JOIST PERPENDICULAR TO DECK JOIST) GYPSUM BOARD w FIGURE R507.9.20 5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALL /-JOISTS GABLE ENDWALL BRACING U STUD (WFCM FIGURE 3.7a) OL X F < 1: IL BORED HOLE MAX A A Y DIAMETER 60% NOTCH GREATER THAN BLOCKING "^ 0cYl O 50%OF THE PLATE WIDTH I OF STUD DEPTH BIOCKTNG 5/8"MIN.TO EDGE16d NAIL AT 24"O.C. GYPSUM BOARD (n CN- 16 GAGE(0.054")AND 1.5"WIDE V[ 5/8"MIN TO EDGE METAL TIE ACROSS AND TO EACH SECTION A-A f— (X m UJ SIDE OF THE NOTCH WITH 8-16d co \!) NOTCH MUST NOT EXCEED a' NAILS EACH SIDE O 0 Z 4 LL 40% OF STUD DEPTH FLOOR BRACING AT END BAYS -WOOD STRUCTURAL PANEL }- w TOP PLATES (WFCM FIGURE 3.7b) INSTALLED IN ACCORDANCE O 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE '' 1 (L 0 (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) J l l BORED HOLES SHALL NOT 8d NAIL AT 12"O.C.ON ALL BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C. FRAMING MEMBERS NOT AT CROSS SECTION OF CUT OR U— NOTCH IN STUD PANEL EDGES (a) OUTSIDE CORNER DETAIL 12"MAX. NOTCHING AND BORED HOLE LIMITATIONS TOP PLATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON 8d NAIL AT 6"DG ENG INEER: GYPSUM BOARD SHEAR WALL REQUIREMENTS (ALL PANEL EDGES) O c P S y ,✓ FOR INTERIOR NONBEARING WALLS EY e� (WFCM 2015 SBC HIGH WIND EDITION) NO CEILING —WOOD STRUCTURAL PANEL r " RAFTERS AND CEILING CENTER 2x BLOCKING DIAPHRAGM INSTALLED IN ACCORDANCE n JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE 2 (TABLE 3.1,WCFMI HIGH WIND EDITION) ROOF TRUSS N 15/32 WOOD STRUCTURAL PANELS ��A 3 g3 �S? ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL �G BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL ,_„�',O'' n TOP PLATE SECOND STORY SEETOP PLATE- EDGES AND 12"O.C.ON ALL JEFFREY T:'BUTLER, F,E, NOTCHING PROVISIONS DRILLING AND GABLE ENDWALL, BALLOON FRAMING NOTCHFRAMING MEMBERS NOT AT JOIST IS PERMITTED TO (b) INSIDE CORNER DETAIL PANEL EDGES O TOP PLATES BE CUT OR NOTCHED PREFERRED METHOD FLOOR JOIST- BETWEEN THESE LIMITS WALL SEE DRILLN G AND EXTERIOR CORNER FRAMING e SEE DRILLING AND O > BOTTOM PLATE NOTCHING PROVISIONS N a NOTCHING PROVISIONS a ~ LL O WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN WALL z r p WAL M STUD i 15" m q 0 T F— JOIST ENDS TO BE i Q BLOCKED AGAINST ROTATION IN ACCORDANCE `o/ o Z ' " Q z m o BORED HOLE MAX FOR BLOCKING R11'PLE STUDS �' Z WITH WFCM 3.3.1.3-END RESTRAINT STUD TO RAFTER CONNECTION z DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION U OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE I 30•. Z Q O DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE W O 5/8"MIN.TO EDGE; BEARING HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE O F- WALL I I IN FRONT OF Q (Y 13 z O 5/8"MIN.TO L1)(IE PENING w FULL LENGTH WATER U) SHOWER WALL STUDS CLOSET Q O 67 LAP JOIST 3 IN.MIN. HEADER STUDS � NOTCH MUST NOT EXCEED BOTTOM PLATE 25%OF STUD DEPTH BAND JOIST WAL OR BIDET U Q NOTE: WALL NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION IS REQUIRED I S I S O N � O LOCATED IN MIDDLE ONE-THIRD ------------------------ AT EACH END OF HEADER AND u OF STUD LENGTH SILL PLATE ' F JOIST AT BOTTOM OF HEADER STUDS IN O ° �PLIF�: ; ; ADDITION TO CONNECTORS AT IF HOLE IS BETWEEN 40%ANI)60% CRAWL SPACE ° ' ' CONNECTQ� ' ' WALL STUDS AND AT TOP AND � � TUB z w OF STUD DEPTH,THEN STUD MUST OR BASEMENT SUBFLOOR REQUIRED i BOTTOM OF CRIPPLES 0 a BORED HOLES SHALL NOT BE DOUBLE AND NO MORF.TI IANT e e BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS AP P FOUNDATION U CROSS SECTION OF CUT OR DOUBLED AND SO BORED 21"CLEARANCE 21"CLEARANCE NOTCH INSTUD STUD TO PLATE /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 Tod NAILS STUD TO PLATE/FOUNDATION: PAGE : PLATFORM FRAMING INTERMEDIATE (OPENINGS LESS THAN 6 FEET):USE DSP W/8 lOd NALL5 IN STUD AND 4 lOd NAILS IN PLATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1 S of 10 (WFCM 2015 SBC HIGH WIND EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G. THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCE HAVING JURISDICTION AND H-2.5 CLIPS C 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF k o USE 9-8d NAILS NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WOK P--RFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE ° TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CO' DITIO S AT THE SITE.ANY DISCREPANCIES ° JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT o WIND LIMITATIONS-SECTION 8301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE 8301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. ° FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOP PLATE(TOE-NATLED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNE THAT ALL MATERIALS AND LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM _ FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPAN Y. ' CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING R302.11 •• ,� FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR HE CONSTRUCTION MEANS,METHODS, •' ' CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP p FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR •• �° �� <7� <I MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE nn n BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END CEILING HETGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS � Z\- L` SANITATION-SECTION 8306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES(SHALL BE MADE IN THE DOCUMENTS .• D RIM BOARD TO RAFTER('END-NAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE D ��D > D D D GLAZING-SECTION 8308 ENGINEER. ° �� �� WALL FRAMING Simpson Strong Tie <1 GARAGES AND CARPORTS-SECTION R309 4 <I <I 4 EMERGENCY ESCAPE AND RESCUE OPENTNGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS S1 ALL MAINTAIN CONTINUOUS .° MTS30C OR CS 16 11/4" J C� 4 Z\ Z\'� Z\- TOP TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) °. COILED STRAP °• STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT S5 MILLION AND AUTOMOBILE •° AT EACH ROOF RAFTER C `;� D D C C' TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE '. USE 8-16d NAILS AT ° C. ° 4 ° <41 GUARDS-SECTION R3]2 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE ° A STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. •@° EACH END 4 <I nn <I n <I FOAM PLASTIC-SECTION R316 i HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. PROTECTION AGAINST DECAY N c c TOP OR BOTTOM PLATE'r0 STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BF.WOLMANIZED OR PRESSURE STUD TO ROOF RAFTERSITE 3-16d PER 2x6 STUD ACC SD BRESS-SECTION R312 CREOSOTED.LTTS S CT ON R320 Z\,L 1>o 4-16d PER 2x8 STUD ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH CONNECTION c FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WALL TO FOUNDATION �u BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS- 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS 0 BE MECHANICALLY VENTILATED CONNECTIONS ENDJOIST OR BLOCKING(FACE-NAILED) EXISTING AS PER NEW YORK STATE CODE. FLOOR FRAMING I Simpson Strong-Tie FLOORS-WFCM PRESCRIPTIVE METHOD 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED CS 16 11/4"COILED STRAP- JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. 16"O.C.USE 4-8d NAILS AT EACH STUD,WRAP BRIDGING TO JOIST(TOE NATLED) 2-8d EACH END FLOOR CONSTRUCTION: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF UNDER SILL PLATE MIN razz 3/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE MIN OVERLAP IS 12" BLOCKING TO JOIST(TOF-NAILED) 2-8d EACH END FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED COMPLETION OF THE JOB. FASTEN PER TABLE 3.1 WFCMNOTE: BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK 7-n STRAPS MAY BE 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL ]2.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE , PLACED EITHER w FINISH FLOORS PER AGREEMENT SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. n LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 00 UNDER OR OVER 00 SHEATHING ro JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. ' a $ 1.8 rN WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED 00 ' F BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST IN ACCORDANCE WITH TABLE 3.1 WFCM 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK' 00 ALUMINUM GUTTERS AND LEADERS ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE � BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT SIDING:SEE ELEVATIONS GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. ' ' �0 w TYVEK HOUSEWRAP of ROOF SHEATHING 1/2"CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM 15.THE INSULATION PROTECTION AS INDICATED ONITHESE PLANS EXCEEDS THE ' a a STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE CODE'S MINIMUM STANDARDS. . ' • 1/2"GYPSUM WALL BOARD DIAGONAL BOARD SHEATHING 5/8"TYPE X GWB IN GARAGE 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ''/2"MR GWB IN WET AREAS SHALL REMAIN THE PROPERTY OF THE ENGINEER W ETHER THE PROJECT FOR 1"x6"OR 1"x8" 2-Sd PER SUPPORT AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED , EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 1"x 10"OR WIDER; 3-8d PER SUPPORT LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) p FOR NON-BEARING WALLS. 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SlIESUPERVISION,ON-SITE ' CEILING SHEATHING FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, 00 • ' CONTRACTOR OR LOCAL BUILDING DEPARTMENT. GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD ICE PROTECTION(SECTION R 905.2.7.1) 00 I YI U WALL SHEATHING UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) UPLIFT-CONTINUOUS PATH CONNECTORS FLASHING(SECTION R 905.2.8) 00 STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET CHIMNEY'S AND FIRESPACES-CHAPTER 10 USE SIMPSON STRONG-TIE CONNECTORS ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT FOLLOW PRODUCT SELECTION GUIDE AND FIREBOARD PANELS MECHANICAL-CHAPTER 12 INSTALLATION MANUAL FOR HIGH WIND RESISTA 00 t, GENERAL MECHANICAL SYSTEMS-CHAPTER 13tL CONSTRUCTION CATALOG C-HW02 00 Lu 7/16" 6d 3"EDGE/6"FIELD HEATING AND COOLING EQUIPMENT-CHAPTER 14 tYl rq O EXHAUST SYSTEMS-CHAPTER 15 ANCHOR BOLTS IN FOUNDATION USE: / 25/32" 8d 3"EDGE/6"FIELD DUCT SYSTEMS-CHAPTER 16 SSTB28 WITH BEARING PLATE,SEE FOUNDATION (K O U GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD COMBUSTION AIR-CHAPTER 17 NOTES FOR SPACING1- CHIMNEYS AND VENTS-CHAPTER 18 lX- HARDBOARD 8d SEE TABLE 3.11 THIS SHEET PLUMBING-PARTVIT SILL PLATE TO RIM JOIST USE: SILL PLATE TO RIM JOIST AND r LTP4 16"O.C.AT EXTERIOR PERIMETER v = (X PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET AND GARAGEMOUSE COMMON WALL RIM JOIST TO STUD CONNECTION o USE 4 8d NAILS AT EACH ENDI ca X > O DIAGONAL BOARD SHEATHING GARAGE STUD TO GARAGE SILL PLATE USE: ]"x6"OR ]"x8" 2-8d PER SUPPORT 0B1 SSP CONNECTOR AT 16"O.C. c� 1"x 10"OR WIDER 3-8d PER SUPPORT USE 4 8d NAILS AT EACH END m Z co W 1/2"SPACING 24"O.C.ALLOWS �- RIM JOIST TO STUD CONNECTION USE: -\ O BLOCKING AT FLOOR SHEATHING O CA -� MTS 12, 16ALLOWS O.C. HOLDDOWN INSTALLATION STRUCTURAL PANELS USE 4 8d NAILS AT EACH END HOLDDOWN INSTALLATION fl/ 1"OR LESS 8d 6"EDGE/12"FIELD RAFTER TO STUD CONNECTION USE: ! SIDEWALL �- GREATER THAN I" 10d 6"EDGE/6"FIELD MTS 12,EACH ROOF RAFTER USE 8 16d NAILS AT EACH EIvD7 U''-' DIAGONAL BOARD SHEATHING ENDWALL O lu 1"x6"OR 1"x8" 2-8d PER SUPPORT HOLDDOWN 1"x10"OR WIDER 3-8d PER SUPPORT i (HDUS) O ° O CORNER STUD ° ENGINEER: CONNECTED TO1. L EDGE. O TRANSFER SHEAR ° i� ,Q� IF WALL NAILING IS NAILED 3"ON-CENTER BASEDNTS:ARE ON A HEDGE E PANEL GE TO OBTAIN HIGHER SHEAR CALL SHEATHING NAILED 6"ON-CENTER AT THE E ACITIES, ° 2-16d COMMON QED T. ®� NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, O HOLDDOWN NAILS AT 10"O.C. SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. ° (HDUS) ° t 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF ED t� CORNER STUD M I W NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. 2-16d COMMON yB !, LLI NAILS AT 6"O.C. O CONNECTED TO ° TRANSFER SHEAR �O 0 � A 0 sg3 \P�. TABLE 3.11 (WFCM HIGH WIND EDITION) JEFFREY T. BUTLER, P.E. (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 13/4"MINIMUMO EDGE DISTANCE BP r STRUCTURAL SHEATHING MAXIMUM NAIL SPACING m SHEATHING LOCATION STUD SPACINGOR PANEL SIDING FOR 8d COMMON NAILS HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, p ° n (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) fL E 6 AND WINDOW AND DOOR OPENINGS z r o Q t 6 F (FLOOR TO FLOOR&FLOOR TO Q 111 cel u °o z o Q o EDGE ZONE FOUNDATION;WFCM FIGURE 3.8a&3.8b) Q 12(SEE NOTI's 2) O E 6 Q � � INTERIOR ZONE 16 > Q Z 01 F 12 t 4„ O Q o Z Q O o �`d BOO E=NAIL SPACING AT PANEL EDGES(IN.) le d O , F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(1N.) W 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT Q O z O REQUIREMENTS SHALL BE USED. W SEE PLAN (/� d 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING 0 O MEMBERS WITH G>_0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL 0 BE REDUCED TO 6 INCHES O.C. a U I d 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED d4 O N FOR COMMON NAILS. N r c )r z o z z � J W 0 N a ° a PAGE : Simpson Strong-Tie SSTB28 WITH BP t e Of 10 ANCHOR BOLT DETAIL COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. I i ra When sheathing thickness exceeds 7/8", Plate nail-16d Load bearing or shear wall above JOIST DETAILS: 0.135"x 3-112" at p ( ) restraint requires lateral Floor panel nail-8d 0.131"x 2 IRC 502- trim sheathing to��gue at rim board ( ) at 6"on-center restraint(blocking)at all (must stack over wall below) 2x stud wall 12"on-center g) Load bearing or shear wall Plate nail Web Stiffeners Plate nail-16d(0.135"x 3-1/2") ate supports in above(must stack over wall required each at 16"on-center* at 16"on-center Plate nail q Web Stiffeners required each Seismic Design Web stiffeners required below when present) / side at Floor panel nail-8d(0.131"x 2-1/2") side at A3.4W Categories D0,D1,and Blocking panel each side at B3W Blocking panel / at 6"on-center* D2 to strengthen the floor Blocking panel Attach panel 1114"TimberStrand@ LSL rim board.* diaphragm. 2x4 minimum Web Stiffeners required per code or squash blocks each side atA3._W specification Rim-to-joist t 12" To nail-10d(0.131"x 3") B1 B1'N nail 1-1/4"TimberStrand at 6"on-center } 1-1/8"rim board. min. t4s° Toe nail ��. When sheathing thickness For rim board thicker than 1-3/4' Web stiffeners required on Toe nail-10d 0.131'•x 3" exceeds 7/8",trim sheathing Attach TJI@ Joist to rim board with one 10d 0.128"x3" each side of both joist ends Toe nail ( ) g - ( ) Web stiffeners at 6"on-center* tongue at rim board nail.Top nail from TJI®joist into rim board. required each side at B4W Web Stiffeners TJIOrim joist -Connect corner with four 10d(0.128"x3")nails.Toe nail from at B1W and B2W For rim board thicker than 1 3/4" Install proper blocking to side of parallel closure into rim board required each support all panel edges Blocking panels may be g P Y ) side atA1W Must have 1 3/4"minimum -Attach TJI Joist to rim board with one 10d(0.128"x3")nail. PP P g g P y Blockin panels may be End of at centerline joist bearing at ends. Top nail from TJI joist into rim board. B2 B2W required with shear walls 63 B3W required with shear walls above 64 B4W of support Al Al A2 A2W -Connect corner with four 10d(0.128"x3")nails.Toe nail from ® above or below-see detail O O or below(See detail B1) 88 88 O O Attach rim joist per A3 detail. O O O side of parallel closure into rim board O A3.4 ® 61 A3 A3.1 A3.2 A3.3 A3.4 W A3W A,3..1 A13..2 e 11/,"TimberStrand ®LSL or iLevel ®1%"rim Blocking Nail through 2x-cantilever,wood backer 6'-0"length of TJI@joist 8"diameter maximum hole for board.Nail with 10d(0.131"x 3")nails,one each panel and TJ10 joist web with 2 rows 10d reinforcement and filler 11-7/8"-16"deep blocking 1-1/4"TimberStrand@ LSL or iLevel@ 1-1/8"rim board. at top and bottom flange.Nail to blocking panel (0.148"x 3")nails at 6" 8"diameter maximum hole for block.Use 4'-0"length panels;6"diameter maximum Nail with 10d(0.131"'x 3")nails, with connections a uivalent to floor panel on-center,clinched.Use Web stiffeners 8"diameter eter deep blocking 4'c7"length of 8"diameter maximum hole for with 9-1/2"and 11-7/8" for blocking panels 9-1/2"deep one each at top and ottom flange. schedule. 16d(0.135"x 3-1/2')nails with TJI@ oists. or shorter than 12"long. g Attach reinforcement to 3-1/2"TJI@ joist Loud from above required both panels;6"diameter maximum for 3/4"reinforcement on 11-7/8"-16"deep blocking 1 joist with one 8d(0.131"x 2 1/2")nail at each corner flange widths sides at E1W blocking panels 9-1/2"deep or p Do not cut flanges. Attach reinforcement to one side at E2,both panels;6"diameter maximum joist shorter than 12"long. sicir�s at E3 for blocking panels 9-1/2"deep with one 8d(0.131"x 2-112") Horizontal blocking panels 1-114"TimberStrand®LSL or Do not cut flanges. or shorter than 12"long. O nail at each corner between each joist.Nail to top iLevel®11/8"rim board.Nail with qhs -r Do not cut flanges. E5 plate with connections z 10d(0.131"x 3")nails,one each equivalent to floor panel O 1-1/4"TimberStrand®LSL at top and bottom flange. 12"length of 3/4" schedule. N or iLevel®11/8"rim board. reinforcement on one } Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5, both sides 12"length of 3/4" Wood �� w nails,one each at top and web with 3 rows 10d Full depth vertical at E6 reinforcement on backer e�eso���� bottom flange. (0.148"x 3")nails at 6"on- blocking between E7 one side at E7,both �\�es t oat�oaa 2x4 minimum Attach reinforcement to 0 center,clinched.Use 2 rows each joist O sides at E8 �° ����eJ .y��fd& with 9-1/2"and 11-7/8" a c l . . 2 0 squash blocks joist flange with 8d fi`u TJI@ joists. Less than 5" 1 g a� 1 Less than 5" p" (0.131"x 2-1/2")nails at 1-1/4"TimberStrand@ LSL or 6"on-center.When E4 E6 E8 CS iLevel@ 1-1/8"rim board.Nail with Face grain reinforcing both sides, O O 10d(0.131"x 3")nails,one each at O horizontal stagger nails. E1 E1 W top and bottom flange. CE2 E3 Gap*: " 1-1/2" 'ie"mihimum Option#1 1 ( : 24,"maximum w TJI@ Joist blocking with end for TJI@ o Structural exterior sheathing blocks installed at 1/3 joist-span locations using 560,560D, m two 8d(0.113"x 2-1/2")nails or s47 joist) Web stiffener each side. . w Filler block: Attach with ten 10d 0.128" .< 3" nails,clinched. 2-1/2"screws,typical With point load from above ,i install web ( ) Flashing See sizes below. o Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2" stiffener tight to top flange(gap at bottom = TJIO joist flange widths. Use fifteen nail-�with TJI@ joist depths Flush bearing plate required. Treated SPa� T Tight fit* flange)when there is no support below. greater than 16". Maximum 1/4"overhang esti Backer block: Install tight permitted at beam. 2x-ledger to mai• m See i to top mount(tight to bottom flange with face Sfastener t /4"TimberStrand@ LSL or Level®1-118"rim board. mount hangers).Attach table below.Maintain Option#2: 110 All 5/8"x 2-5116" Top with ten 10d(0.128"x 3") � if 2"distance(minimum)from 2x_strapping installed at 1/3 joist- 210 All 3/4"x 2-5/16" 8d mount nails,clinched when edge of ledger to fastener. span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2 hanger possible. screws per joist,typical s31 &s33 All 1"x 2-5/16" 3 3 Face Backer block 16d Option#3: 560&s47 All 2x4 (0.135"x 3 mount both sides of web with hanger single TJIO joist 400/630 N.A./N.A. Directly applied ceiling 475/750 400/575 (1) 20" 5 18" 4 4 16d 5 Web stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board PB1 W 5600 22„ 2x4 (0.135"x 3��") 6 11 r ; H1 hanger do not laterally support at H2 H3 LA and deck ledger O 24" 1 6 13 lJ O least N"of TJI F joisl top flange O O O -Allowable load determined in accordance with AC 124. -Corrosion-resistant fasteners required for wet-service applications. -1 X BEAM and COLUMN DETAILS lU 4" 3" 6" 4" 3' 3" 3" 2x6+3/8" 2x8+3/8" 2x6+1/2" 2x8+1/2" 2x12+112" Two Two Two U 1-1/4"TimberStrand@ LSL or Strap per code If top 4" 4" 6 4" 4' 4" 4" 2x6 2x8 " sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12Q T^ t^ W iLevel@ 1-1/8"rim board or plate is not continuous 6" 6" g" 6' 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" UJt`+ blocking for lateral support over header 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable applicable center spacing and maintain 3/8"joist long long 4'-0"long 6'-0"long 4'-0"long 6-0"long(1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4" n and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offsett Ct` l east 1/2"and staggered. Q (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). 5/8"or 3!4" 3/4"or 718" 1"Net 2x672 2x12 Co. Recommended nailing is 12"on-center in field and 6"on-center along panel edge. 14 ga.staples may be substituted for 8d(0.113"x Co X � Q �Q Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penetration of 1"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top ofjoist; Q w 111 (3 Top aboveor rim board is achieved. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for . Tile) C� tJ mount i backer blocks and 24"minimum for filler blocks). }- Z CfJ 1J hanger Protect untreated Level recommends using a non-polyurethane subfloor adhesive on all contact points J Ja Face mount wood from direct between panels and floor framing. Maximum spacing of nails is 18"on-center Q hanger for TJI J its. Q Column contact with • Nailing rows must be offset at least 112"and staggered. Joists must be laterally supported at I N L1 L2 L3 L4 concrete cantilever and end bearings by blocking rYl panels,hangers,or direct attachment to a rim board or rim joist. IL Safety bracing(1x4 IL minimum)at 8'on-center(6'on- •--� E1 center for TJI O 110 Joists)and extended to a braced end wall. o Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. Fasten at each joist with ENGINEER: o Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. two 8d(0.113'•x 21/2")nails minimum C, >� for 14"and deeper beams (see WARNING). ,�i�- „�.• o If using 12 numb of nailing rows diameter) H2 ���'A,� nails,the number of nailing rows may be , reduced by one. Al Rim board E2 joint betweenr o Minimum of 2 rows 1/2"bolts at DO NOT overhang seat cuts � joists on beams beyond the Inside W A3 face of su ort member• 2 24"o.c.staggered O pp (J) ;;;_ (1)Load must be applied evenly across entire "•' ;"'-:� "'t:' ; �4 .,��3 ,g3 G�� beam width.Otherwise,use connections for side-loaded beams. Optional CS JEFFREY T. BUTLER P.E. non-shrink TJI®rim joist L5 L6 PI P2 P3 grout O L3 D � A2 11/4"TimberStrand@ LSL or iLevel@ 11/8"rim board. -� B1 L1 - • 0 B O H1 tr LIL 0- 1-1/4"TimberStrand@ LSL or 82 z O Q _O Ill 1-1/8"rim board. One (0.128"x 3") O W r O U 10d Level@ c l z O nail into each flange L5 634 Q Q N One 8d(0.113"x 2-1/2 ) z nail each side.Drive Z it m 0 nails at an angle at least P Q 3 1-1/2"from end. Q Q O 64 it V u w = o0 A 1 CA 1-314"minimum bearing at end Subfloor adhesive will improve floor _ support;3-1/2"minimum at performance,but may not be required. Cc Q ry intermediate support Z End of joists (Y- Squash YSquash blocks and blocking panels carry et centerline V Q c4 stacked vertical loads(details B1 and B2). of support Braced end wall- W d N �' Packing out the web of a TJI @ joist(with web see note 3 under U) Y WARNING stiffeners)is not a substitute for squash blocksLL 1-1/4"TimberStrand @ LSL 3-1/2"wide TJI O rim or blocking panels. H1 OO N :3 _ J, or iLevel ® 1-1/8"rim board joist: Toe nail with When joists are doubled at non-load bearing . O O -0 or 13/4"wide TJI O rim joist: 10d(0.128"x 3") parallel partitions,space joists apart the width o p -" One 10d(0.128"x 3")nail nails,one each side • of the wall for plumbing or HVAC. O into each flange of TJIO joist flange o 2-1/16"-2-5/16"wide TJI® rim joist: One 16d(0.135"x 3-112"wide TJI® Additional joist at plumbing drop(see detail). L4 O Z ui � Q a 3-1/2")nail into each flange rim joist �• �•: :�. - O LA m n 1�4"minimum bearing p •�. a•; '�' Structuralo sheathin DO NOT use sawn O g lumber for rim O board or blocking, 1-1/4"TimberStrand@ LSL or 0 O as It may shrink iLevel®1-1/8"rim board. Shifted Additional after installation. PAGE & joist Plumbing drop joist Protect untreated o Use only • wood from direct See en sneered contact with 1-1/2"knockouts at O H3 ALLOWABLEit N g Ian if applicable) concrete approximately 12" HOLES lumber. See framing Drive nails at an 9 P ( PP ) on-center One 10d(0.128"x 3")nail angle to minimize or iLevelm Framer's Pocket I each side of member at splitting of plate Guide for minimum end and Bearing plate to e bearing, 1112"minimum intermediate bearing lengths. flush with inside Mace from end of wall or beam COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., ll REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.