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HomeMy WebLinkAbout44793-Z x TOWN OF SOUTHOLD o�SUFFoc��o - ay�, BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . ¢ 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#: 44793 Date: 3/13/2020 Permission is hereby granted to: Mavromoustakos, Michael 22-33 37th St Astoria, NY 11105 To: construct a sunroom addition as applied for. At premises located at: 0 f 1 V 'jC7 r 280 Pond Ave., Southold 1 SCTM #473889 Sec/Block/Lot# 56.-1-2.30 Pursuant to application dated 3/4/2020 and approved by the Building Inspector. To expire on 9/12/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $316.00 CO-ADDITION TO DWELLING $50.00 Total: $366.00 Building Inspec or 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 ofOccupancy 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.3/4/x New Construction: Old or Pre-existing Building::/ (check one) Location of Property: �D c� — o;624 House Ao. ' Street Hamlet t Owner or Owners of Property: 1 �/. �[ V POO err elIV Suffolk County Tax Map No 1000, Section S' Block l Lot �' 3 Subdivision /'_0�74 J fr A O�_4. Filed Map. Lot: Permit No. 6 1 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee'Submitted: $ ,�V �S . Applicant Si ture Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at IzZ (Print property owner's name) /(/Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. lL�o ? z o (Owner's Sign Pure) (Date) (Print Owner's Name) FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) -------------------------- ---------- FOUNDATION (2 D) 000, z o � H ROUGH FRAM G& a PLUMBIN 000, CT INStiLATION PER N.Y. STATE ENERGY CODE FINAL ,a AIL- Fit P ADDITION C MMENTS O (� m l t 04 �O —. z x d b H 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 South oldtownny.gov PERMIT NO. "( Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 i - Single&Separate Truss Identification Form OR - 4 2020 Storm-Water Assessment Form Contact: Approved ,20 N(,,vy)� —mail-to: Oh rl _-�) R)VC YGL Disapproved a/c Phone: S (p 3e 14 9 ails Expiration 20 ut Inspe for APPLICATION FOR BUILD PERMIT Date .3 "�{ , 20"-ZO 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. �/Liis (Sign ure of applicant or name,if a corporation) (Mailing address of appli nt) /&y lIfS.--y State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises , (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block 1 Lot ol• Subdivision rt>r " Filed Map No. Lot 2. State existing use and occupancy of premises and,intended us and occupa cy of proposed construction: a. Existing use and occupancy sr b. Intended use and occupancy "Z 3. Nature of work(check which applicable): New Building Addition Alteration Y I ni n Repair Removal Demolition Other Work (Description) 4. Estimated Cost N,5ro,� Fee (To be paid,on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /f. f Rear Depth Height Number of Stories" t Z Dimensions of same structure with alterations or additions: Front / Rear Depth /_,).7- Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth /�7 Height Number of Stories 9. Size of lot: Front / 50. a Rear s- l Depth 10. Date of Purchase Name of Former Owner f. 11. Zone or use district in which premises are situated ,Q Ald 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOS 13. Will lot be re-graded? YES WNO Will excess fill be removed from premises? YES '/ NO 14. Names of Owner of premises A d. /11w/A;A1a-r*kcfdressA 1 ,r f-`,�ei Phone No. Name of Architect k.W rc Address Phone No Name of Contractor 44 Addresso?la Sov• Phone No. -r/G SZ a C 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO �^ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O&� h being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent,torporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to beforeme this day of March 20_ ( otary Public "TRACEY L.DWYER Sig ure of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY CQMMISSION EXPIRES JUNE 30,22aa FFQ Scott A. Russell Su p ST01MM[WAT E R, SUPERVISOR J N SOUTHOLD TOWN HALL-P.O.Box 1179 ��� 53095 Main Road-SOUTHOLD,NEW YORK 11971 O �a Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DIES THIS PROJECT INVOLVE ANY OF ')(')H[]E FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M,E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of an watercourse. y ❑[� F. Installation of new or resurfaced impervious surfaces of 1,000 square I feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ....._........._.... ._........ . .. . If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: S' �/ � /_ District NAME: A f, /✓/!//?r7 /774,- ''O Y1' kS*k's; T/—&_ '?`-3 yG � w„�o Section Block Lot 11/i/dLl `51s:,,°`<t FOR. BUILDING DEPAI�TI-IEINI L SE ONLY Contact Information: 1-51 —7a .I<I<pl:onr�mnRr'i Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ` Sau714 el ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) 'FORM SMCP-TOS MAY 2014 THE EXISTENCE OF. RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM DATE July 2017 DRAWING k JOB N0, 17-575 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS'A VIOLATION 'OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE G(?ARANT`EEG1 EDUCAT4QN;:,LAW::: //���` T� OpPtES. ©F Tf Sr 1 V�i MAP N&T.-. BFA.RING Area— 'TV 1 3. . THE LAND SURVEYOR'S INKED SEAL OR Premises known as: EMBOSSED SEAL SHALL NOT:BE CONSIDERED TO BE A VALID TRUE COPY. 280 Pond Avenue, Southold GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND :LENDING 1NS,(TUT,IO.N...LISTS.ME;fREO111 AND [r E ASSIrEE'S [3F THE aLENIING �IlVSTd- GtJA114N�EE'S ARE ,NOT Tfi?#IJSFERA'B.LE erne•.. •. 'Fond L�teMot gyp, 0b concv 15o'O�,' honsiormer a1 fl" L 5°38,5E pct �auft drop vinyl ience�x�x o N � • p �x Vinyl N, O ;,motes Y+.i'f!'► AC�ua� step o 2�51$ 6, ience \ ,po [M°P �45.ez1 landing r,tW1 0►2.4 L' 9°age ¢ Pz an9 ?sop' 326 239 0 58 2 story vto e x 32 \ O ience atoot Res�den O PO 01 v rfrp° de T 333' with step step e iotiorm under lon Lot 31 P � dot 3► .� h eQuip. step �n�ets 9 � . o. cr � 26,19. ' ,g, ''' 0 S Pooi N9rpUnd 4 0 36.0 concrete (� Lot 36 m `D r oond snt �,onpm, • C'1 � shed ,o J 56.3 Z � S,6o56��p W NEW ).0 ti go , w. ,�. 5s'sco 1] g shed Open SP r, ti � ��G��Q ,. FOon�ent '• sin r 1,W, M Survey of Lot 36 Certified to: SUBDIVISION.: MAP , OF 'LONG, POND ESTATES SECTION TWO E►LED f�1fl�/E IBER: 2R 1990 -AS FLE` N,0 9031' MICHAEL IMAYROMMTiAKOS AND 1VIAN VAVRt�'MOUSTAKOS ' ry EMINENT ABSTRACT, INC. (EA1906-S) Situate at WESTCOR LAND TITLE'INSURANCE COMPANY WELLS FARGO BANK, N.A. Arshamomaque Town of. Southold M7 chael WY Alin a, L.Si.P. C.: Stiff&W* Cr dark: LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 56 Block 1 Lot 2.3 NEW YORK STATE LICENSE NUMBER 050871 87 Wooaview Lane Scale 1 "= 40' Surveyed July 5, 2017 Cen tereach, N. Y. 11.720 G1� 1' IIC S.0 P+H ltl'E/1 AX: (63.1) 5'8'0-1202 Fes; �r 4fl ;0 2DP Bf1 sh&D. CELLULAR: (631) 766-9714 W EMAIL: mikemintolspc®gmalixom (•IN FEET ) 1 inch = 40 ft. THE EXISTENCE OF. RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM DATE July 2017 DRAWING ii JOB NO. 17-575 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION 'OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARAi G EEGTS' EDUCA11Q4 LAW:: /� I� :tvQ?tES.•:.©F, THIS.S}JRVEY MAP fYOT° BEAR1.NG-., Area— 'T��V '4s. THE•,,:'LAND' SURVEYORS .INKED SEAL.. OR Premises known as: EMBOSSED SEAL•'SHALL NOT:BE CONSIDERED TO BE A VALID TRUE COPY. 280 Pond Avenue, Southold GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY.AND .,LENDJNG..!1NS:rA7.UTIO,N.-UST:ED Mi�REgN,;AN0 :7.0 TH;E..A NBES �GF THE .f tENCf1 fG:sItJS rJ- T1JT�Qxil.:%GLiJ F +NSEIES ARE NO.T IR+4NSFEI3ABL :: :. erne•. • . .• ?or con°fete oul5p.p + irongformef Ac1ua, ,5p„E v' • vou�t 5°3a j N1 drop inlet W fence,x�x viny Cx� 1 N „ viny `r a pO�ua1 Step ° . ` fence `MoP 45.a21 .fond ng N 1B. I o 12.4 ,,age N' x pC on9 Ro N J th ?Soo. e 239' 0_58 2 Story FrCe e e� 328 . ��r en 2nd floc � fence O N o pC '� 84� deck over,ago n da 333' yep tep �°1Eoari wooer•.f°n ' `of 37. 1.� dot 31 P°°4 p step .concrete � � Y . r In9fp°n 4.3. r eke Co •t g6 rn V � un 1A n � .� •9:9 ,shed .y N w, 58.3 " Z ' O; CM 3tb:x• /OF NE W S'O ote .Op, W. 'Q 0 g,8 S❑ Space .g shed on 4 �N F�.Q Foune�t Survey of Lot 36 Certified to: SU1301V1SION'; MAP : OFF LONG' POND ESTATES SECTION TWO i ILEQ' NO tEhr 1 .1=R. 29, �., 4 :•AS - [h`E- NO; 1 .. : 11CHAEL WAYR( OUSTiAKOS AND f,IAN::MAVR "MOUSTAKOS >�,,,,,... EMINENT ABSTRACT, INC. (EA1906-S) situate at' WESTCOR LAND TITLE'INSURANCE COMPANY WELLS FARGO BANK, N.A. Ar. shamomaque Town of.._wth . rchaelY. • o-, . ; '. .- r �1 � ��y, e:: `ark LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section - 56 Block 1 Lot 2.3 NEW YORK STATE LICENSE NUMBER 050871 87 Wooaview Lane Scale 1 "= 40' Surveyed July 5, 2017 Cen tereach, N. Y. 11,720 G-)R—A .0 SCALE PHONE/FAX: '(63) 58'0—`.1202 H I,p aa,tr M CELLULAR: (631) 766-9714 W EMAIL: mikemintolspc®gmail:com (.IN FEET ) '1 inch = 40 ft. Mill r, ARCH ITECT REVISIONS D E S C R I P T 1 0 N EXISTING ROOF :}. I; , _ d 4. IT:: ',L C _ L i I. (;c.,.,PL.I_ BUILT UP CRICKET - CONTRACTOR TO VERIFY ROOF PITCH EXISTING ROOF 8 ICE AND WATER SHLD UP YG17, S i'A T, IN FIELD PRIOR TO PORCH ROOF 24" MIN ON ALL C`: SiC is ()F II O - RAMING PROPOSED RIDGE TO BE BELOW EXISTING I'".PL`r' WITH ALL CODES OF' ROOF ASPHALT ARCHITECTURAL SHINGLE ROOF G!� v N1'-'W YORK STATE & TOWN CODES _ _ "BLACK' AS REOUIRED AND ONS OF A 81 SOUTHOLD TOWN ZBA S S SOUTHOLD PLANNING BOARD N E EXISTING CANTALEVER SO LD TOWN TRUSTEES N,`.S,DEC EXISTING WALL TRUSS PLACARDING REQUIRED EXISTING WALL 2856 21 56 28 6 28 6 28 6 28 6 28 6 2856 ELECTRICAL INSPECTION REQUIRED #IT HN r„ y _ n n (t l�l gr\FI" of R IA!`'' tCJiJ11vI��il"v{w R N pJ lQWiNT TO CFir;l'TEi� 2G6 OF 1pl E_ TQVv"il CODE. E�D w w 119 E SIDE ELEVATION WEST E REAR E L E V A T 1 0 N E SIDE ELEVATION EAST / y 1 SCALE: 1 4" = 1'—O" 2 SCALE: 1 4" = 1'-0" W n/ N 2 SCALE: 1/4" = 1'-0" / / _ < O O T O (_O / \ Ln o Z W 10 O O I \ IN O / I — �Z C� EXISTING ��-�/ I \ IN Q O CELAR JQ�/ \ w BUILT UP CRICKET RIDGE \ I ICE AND WATER SHLD UP (3) 16 ML `l0 24" MIN ON ALL Ld 0 O �I EXISTING CONCRETE �% I \ IZ U7 O Z 30" X 24" ACCESS (OPENING 2"X10" LEDGER BOARD FOUNDATION WALLS EXISTING WALL / I I EXISTING WALL 12 LAG BOLT INTO EXISTING BOX 8 O F / _ 2"X10" RR ® 16" OC EXLSlI Il BAY N�" PLYWOOD SHEATHING WINDOW PLYWOOD D F EXISTING SLDR TO REMAIN I 15# FELT AND ASPHALT 1fEC0 EACH ST 00 TO REMAIN oo ROOF SHINGLES ` V I r R 30 HD INSULATION O 30'-6" EXISTING BAY WINDOW I I �' .7N o I J I — —N LINE OF EXISTING _ U TO CORNER " I \_ — J I SECOND FLOOR ( l f �l rIN 8 X 16 FOUNDATION v / V 1 VIF rn ( ) I ANCHOR AND BOND TO EXISTING N N VENT TYP OF 4 I TECO EACH JST I I WITH #5 REBARS 012 O.C. VERTICAL — — — — — — — — — - - ___ - - - - - �- SUN ROOM o TYPICAL WALL CONSTRUCTION NON HEATED = o F I SUN ROOM CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CDX 01 w, 1 Im — o NON HEATED PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. to 4" POURED CONIC SLABco ' PROPOSED I ' N'E W O° N � 00 `� I I M i to I I 8' POURED CONCRETE FOUNDATION �.. ^ 04 _ CRAWL I WALL ON 8"X16" POURED CONCRETE — — —_ —_ --_ — — —_ _ _ v TYPICAL FLOOR CONSTRUCTION — — — — — — — — 9 )C Td 360 FLOOR JOISTS 0 16"O.C. N ® SPACE ( FOOTING MIN 36" BELLOW GRADE. 1 ADJUST FOUNDATION ACCORDINGLY TO I W/3/4" PLYWOOD SUBFLOOR O1 I I MATCH EXIST. FIRST FLOOR ELEVATION o 2"X10" RR ® 16" OC I 2"X10O" RR ® 16" OC a (TYPICAL) ^+ R 30 HD INSULATION R 301 HE) INSULATION 2"x6" ACQ SILL PLATE 1 0 I 0 TERMITE: SHIELD 5/8" DIA. ANCHOR BOLTS II N N�N OD � —O" O.C. 1 1 2) 11 7/9 ML REMOVE EXISTING PORCH N CRAWL SPACE WALLS AND FOUNDATION - - - - - - - - - - - - - - - - - - � Strong—Tie N E W 28 6 DH FWG 120611 285 Simpson DH 8" POURED CONCRETE FOUNDATION EXISTING C NC PATIO TCG HDU (CORNER HOLD DOWN) 2' PC SLAB WALL ON 8"X16" POURED CONCRETE EXISTING CONIC PATIO TO REMAIN. PARCH AND FOOTING MIN 36" BELLOW GRADE. Charles M. Thomas REMAIN. PARCH AND REPAIR A REQUIRED ADJUST FOUNDATION ACCORDINGLY TO REPAIR AS REQUIRED MATCH EXIST. FIRST FLOOR ELEVATION 2'-0" 19'-9" 2'-2„ 2'-2„ (TYPICAL) a r c h i t e c t 19'-9" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT P F L 0 0 R P L A N P IFL 0 0 R P L A N s S E C T I O N 1 SCALE: 1/4" = 1'—O" 1 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-0" ELEVATIONS DATE: 12/27/19 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. • SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN [AA0 0� _00 SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 1'OF ' DEPTH20 PSF 130 NO NO YES B SEVERE 36" MODERATE 11 YES FROM IS98 599 TO HEAVY FIRM MAPS THESE DRAWNGS AND ACCOMPANYING SPECIFICATIONS;, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REJSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN MHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH 1HEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I TOP PLATE FRAMING TOI ACCOMADATE TABLE R 301.7 -- - - �,• CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7.2 STUCTURAL MEMBER ALLOWABLE ^' "' .' t RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ,` 3 SLOPES THAN j W/NO TOP PLATES - ROOF TRUSS FINISHED CEILING SECOND STORY TOP PLATE— WWff MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALCFEN STUD INTERIOR WALLS AND H 18a NOTCHING PROVISIONS 16d NAIL AT 24 O.C. / f ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD, BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40� WFCM SECTION) 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5/8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/3so OF STUD DEPTH STUCCO FlNISHE NSTALLED IN ACCORDANCE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 / o y ALL PANEL EDGES) WITH BRITTLE(b) FINISHES a T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) Pi CORNER DETAIL a. The wind load shall be SEE WFCM SECTION 3.3 permitted to be taken as 0.7 times the � OR BLOCKING WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60� o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTHI, THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND NO MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED CUT INTO STUD — glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. exceed L/60. For sandwich panels used in roofs or walls of z BAND JOIST —BOTTOM PLATE; FOR FIRE BLOCKING O r WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall co N OR BLOCKING INSTALLED IN ACCORDANCE ` not exceed L/120 > 16d NAIL AT 24" D.C. WITH WFCM TABLE 3.1 WFCM 2015 SBC, HIGH WIND EDITION TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION SILL PLATE JOIST 4 . 8d NAIL AT 6" D.C. ON ALL SECTION 3.4.3.1 ,.1 FIGURE 3.3B WALLCOVE BR DING EAD ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE LOAD OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS MONOLITHIC EDGES AND 12 O.C. ON ALL FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR BEARING WALLS DEAD LOAD DEAD LOAD I�JON FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING - NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOFONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS 99"" LATERAL BRACE AT 6' O.C. F 0 TYPICAL WALL FILOOR 8c ROOF FRAMING NON—BEARING WALLS: R602.6 (1 ) C.)C. (2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld 0 WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 0 (� FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER Z FASTENER SPAI�� 4 FEET 6 FEET SECTION A-A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS < 4 FEET < PANEL SPAN < PANEL SPAN BLOCKING T PINEC 0 TYPE — ENDWALL ROQUIREDORS Q < 6 FEET < 8 FEET 1/2" SPACING q q cr— U ALLOWS E CH SIDE 10 8d 0 N0. 8 WOOD SCREW "" /1 „ HOLDDOWN 14NAILS ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATION HEADER STUDS FULL LENGTH O LENGHT ooueLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. Q sTUD (MIN.) ° NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° CORNER STUD CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16"" 12" got HOLDDOWN ° ° A TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD � z I< ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN CTO S N uP AT BOTTOM OF HEADER STUDS IN LENGHT NOTE: SIMILAR REQUI ED CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. n W ° ° CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND z Q FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP ° 2-16d COMMON LI..I _ 1/4" LAG SCREW BASED ANCHOR 16"' 16" 16" SIDE WALL 0 ° NAILS AT 6* O.C.. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o 0 WITH 2 EMBEDMENT I ( WFCMRE FIGU 3. 6 ) Q CONNECTIONS FOR OPENINGS W LENGHT I SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST (If 0 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' � NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2"' INTO THE BUILDING FRAME. o ,l SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. w o TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING ° `` H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT � CENTER 2x BLOCKING RIDGE HANGERS IF c o H/2 BUT NEED OT DIAPHRAGM USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. ., H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4� � o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MA 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / N HOLDDOWN ° CORNER STUD 0 CABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g z (HDU) o ° CONNECTED TO ROOF RAFTER ° o TRANSFER SHEAR CLEARANCE BASED N HEARWALL REQUIREMENTS ° ° ° GABLE ENDWALL BALLOON FRAMING° FOUNDATION FROM SLOPES ° 20 GA. STRAP— s�pLM,N) PREFERRED METHOD °o z 1„ AT HA�DWARE RAFTER 4 WIDE MIN. 8d NAIL AT 12" 0).C. ON a U_ 0 W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL E:DGES WINDOW AND DOOR OPENINGS: GYPS>UM BOARD Z W (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL c� CONNECTION ° TABLE R301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN 0 AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND A B L E R ,301 . 5 -- —. NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND S I m son Strong — Tie INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO .}.� p RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) 8-Bd TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 � A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD (A) COUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD ('3 ROOF [RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. a= 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C * NOTES: SIMPSON STRONi�9TD TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 Cn W 3 SCALE: N. T.S. SIZE PER MOST RECENTALOG INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL WA PANEL INd. H SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT n' CONSTRUCTION, SSTD 10-99) TABLE 305 Ft FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY POINT ALONG THE TOP �/ U TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. DECKS 40 e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURAGL WALLS. PASSENGER VEHICLE GARAGES 50 L f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE « III * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED II'N HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L �) ACCORDANCE WITFH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 " NAILING SCHEDULLE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED o �I (TABLE 3.1, WCFM 201.5 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ® HIGH WIND EDITION)) LOAD REQUIREMENT. C) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 W FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ® 8d NAIL AT 6" O.C. ODN CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBER'S TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES ANUD (g) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON AL-L ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NO)T CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE''.S BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 C 0 R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: � 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY EXTERIOR C�0 R N E R FRAMING 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. _ (TABLE 4 WFCM 2015 HIGH _WIND EDITION) The design of this structure is based upon prescriptive approach using the (TAB I L 2 WFC M 2015 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC published b The American Forest and Paper Association. Non- Structural lements " NAIL IJ G SCH EDU LE CO ONS G UPLIFT LATERAL & SEA LOADS P y P GENERAL N 0 T E S: are based upon the INTERNATIONAL RESIDENTIAL CODE 2015- 2015 IRC, 2nd MAX. ANCHOR BOLT SPACING (INCHES) PRINTING, AS ADOPTED BY NYS AND THE 2016 SUPPLEMENT. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3.4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING y municipal, local zoning and building codes and ordinances NUMBER OF NAILS JOINT DESCRIPTION NAIL SPACING 5/8" ANCHOR BOLTS 39 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on having jurisdiction and best standards of construction @ COMMON NAILS 1 - FLOOR sheet no. 1 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 practice. 4-8d PER RAFTER All non engineered lumber to be Douglas Fir 2 or better 9 9 # The American Institute of Architects Conditions shall apply RAF TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Wind Limitations-Section R301.2.1 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE to all work performed on this protect. PER JOIST LESSER OF THE TABULATED. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris 2. The Contractor shall verify all conditions at the site. Any ' CEILNG JOIST TO TOP PLATE TOE:-NAILED 4-8d 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, Protection Fastening Schedule For Wood Structural Panels) discrepancies must be brought to the attention of the Architect -� 9-16d EACH LAP prior to commencement of construction. The Contractor shall be CEIIa�G JOIST TO PARALLEL RAFTERFACE-NAILED Live Load-Section R301.5 responsible for corrections not reported once he has started work �CEIVNG JOIST�RA"FT�E�RFAC�E-NAI�'_ED) ACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 except for hidden job conditions. z Minimum Room Area-Section R304 3. Contractor shall guarantee to the Owner that all materials and p 6-8d PER TIE Ceiling Height-Section R305 equipment incorporated in the work will be new, and that all work R TIE TSanitation-Section R306 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED 2-8d EACH ENO Toilet Bath and Shower Space-Section R307 of one g q Y. F- P year form the date of the final Certificate of Occupancy. 2-16d EACH END Glazing-Section R308 4. The Architect shall not be responsible for the construction means, d TPoM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 method, techniques, sequences or procedures, or for the safety WALL FRAMING Emergency Escape and Rescue Opening-Section R310 precautions and programs in connection with the work, and he Means of egress-Section R311 shall not be responsible for the contractors failure to carry out 2-16d (SEE NOTE 1) PER FOOT TOP PLATE TO TOP PLATE FACE-NAILED Landing-Section R311.3 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE Ramps-Section R311.6 Architect shall not be responsible for the acts or omission by V) TOP PLATE AT INTERSECTION FACE-NAILED Stairway-Section R311.7 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Handrail-Section R311.7.8 and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Guards-Section R312 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGES Smoke Alarms-Section R314 5. The contractor and all subcontractors shall maintain continuous a Carbon Monoxide Alarms - R315 insurance covers statutory policies Worker TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d PER 2X4 STUD Foam plastic-Section R316 g Y ( , mount not (A 3-16d PER 2X6 STUD Fl ame Spread and Smoke-Section R315 less Compensation, han $ 5 million andgautomobi aeneral utomobile ab lityty in nand damage z 4-16d PER 2X8 STUD nsu ation Section R316 0 Dwelling Unit Separation-Section R317 coverage not less than $ 2 million. The Architect shall be in FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Moisture Vapor Retarders-Section R318 named insured on any and all policies. > Protection Against Decay-Section R317 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous Ld FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmonized Accessibility-Section R320 or pressure creosoted. Elevators and Platform lifts -Section R323 8. A single station smoke detector alarm device shall be installed 2-8d EACH END Flood Resistant Construction-Section R324 in each bedroom, on all floors and shall be all interconnected per code. BRIDGING TO JOIST (TOE-NAILED) BLOCKING TO SILL OR TOP PLATE rOE-NAILED) 3-16d EACH BLOCK 9. All bathroom without operable windows to be mechanically ventilated Foundation-Chapter 4 as per New York State Code. LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d PER JOIST found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U, certificate is BAND JOIST TOJOIST END-NAILED or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. �- BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST 12. Plumbing Installation to comply with State and Local codes I-' 0 Foundation Notes: and the sewage disposal system to meet Health Department standards. �J s figure UJ ROOF SHEATHING 13. Do not scale drawings. Use ure dimensions only.5/8" Ancor Bolts (SSTB-28) See chart an this sheet for spacing 9 Y• (n N 14. All work to conform to the rules and regulations of the New York Sd 6" EDGE 6" FIELD 8" poured concrete foundation wall, 8'-0" high, 3000 # test Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS RAFTERS OF; TRUSSES SPACED U1P TO 16" OC / Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing glazed and all exterior door Construction have insulated cores. (� 8d 6" EDGE / 6" FIELD 16"x8" poured concrete wall footings, 3000# test glazed The insulation protection as indicated on these plans exceeds z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVEIRHANG 2-1 3/4%11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) the Code's minimum standards. 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 16. These drawings and specification are instruments of service and n GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL. OUTLOOKERS / 8d 4" EDGE 4" FIELD Damp proofing at exterior foundation below grade-Section R406 shall remain the property of the Architect whether the 0 GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLIOCKS / P P Y project for 30"x3C"x12" deep poured concrete column footings, 3000# test which they made is executed or not. They may not be used Q CEILING SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT on any other project except by written authorization of the Architect. 5d COOLERS 7" EDGE / 10' FIELD Deck and porch flootings as noted, 3000# test, 48 minimum buried depth 17. Architect has not been retained for site supervision, on-site I� GYPSUM WALLBOARD inspection and certifications as required or requested by the Owner, Q WALL SHEATHING Foundation wall to extend a minimum 8 above finished grade contractor or local building department. All footing to be carried down to undisturbed soil J STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE 12" FIELD No footing shall be set higher than a 30 degree angle from any other footing 0 Pour no concrete on frozen ground or in freezing water. F_ Provide 3 1/2' steel lally columns. UPLIFT - CONTINUOUS PATH CONNECTORS Backfill shall not be placed against the wall until the wall has sufficient CC strength and has been anchored to the floor above, or has been sufficiently USE SIMPSON STRONG-TIE CONNECTORS G braced to prevent damage by the backfill (Section R404.1.7.) FOLLOW PRODUCT SELECTION GUIDE AND Floors - WFCM Prescriptive Method. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. CONSTRUCTION CATALOG C-HW02 W Draftstopping - Section R502.12 z Q Fireblocking - Section R502.13. ANCHOR BOLTS IN FOUNDATION USE: W SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie - Floor Construction: NOTES FOR SPACING 0 3/4" plywood subfloor, fasten per Table 3.1 WFCM. U2'.10 2X6 Q W Floor joists: see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE: AT' EACH RAFTER Fasten per Table 3.1 WFCM. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 2-2x6 ACQ sill with termite shield and sill seal. AVD GARAGE/HOUSE COMMON WALL 4-1Od X 1 1/2" FLOOR SHEATHING Finish floors per agreement. USE (4)-8d NAILS AT EACH END Wall construction - WFCM Prescriptive Method. GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS Wallfroming and finishing shall be nailed and or screwed in accordance with " NOTE: WFCM, Table 2 and Section 4 S3P CONNECTOR AT 16 O.C. 1' OR LESS 8d 6" cDGE / 12" FIELD 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 10d 6" EDGE / 6" FIELD Overhangs as noted. R'M JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG N 1"GREATER THA Vinyl vented soffits. MTS 36. 16" O.C. Alluminum gutters and leaders. Siding: see Elevations. BOLTS AT 16 ON CENTER Tyvek housewrop. USE (4)-8d NAILS AT EACH END 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. FLOOR TO FLOOR CONNECTION USE: 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. 1/2 Gypsum wall board USE (4)-8d NAILS AT EACH END 5/8 Type X GWB in garage. (2) layers GWB at fire partition "-Simpson Strong-Tie V_ �� RAFTER TO STUD CONNECTION USE: 1/2 MR GWB in wet areas MTS 36, EACH ROOF RAFTER U210 2X6 F_ oN At least one window in each sleeping room shall comply with the exit reqirements USE 8 16d NAILS AT EACH END of section R310. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z Note drilling and notching limitations in figure R602.6(1) for bearing walls and H7 EACH ROOF RAFTER SINvIPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. 4-•1Od X 1 1/2 U 1 '1/4" COIL STRAP - Follow exterior corner framing detail figure R602.10.5 DECK POST TO CONCRETE CONNECTION USE: PBS44A FOR EACH POST Roof assemblies - WFCM Prescriptive Method WFCM table 2 Asphalt strip shingles 16' O.C. USE 4-8D P ( ) P P 9 NAILS AT EACH STUD shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 P644 FOR EACH POST Q w » SIMPSON H-8 USE W/ONLY j" ANCHOR BOLT 14" For roof slopes of two 2 units vertical in twelve 12 units horizontal 17- o L� MII`N OVERLAP IS 12 5- 8D TO STUD ONE SILL BP-3 PLATE ( ) percent slope), ( ) ( ) ( GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN u to four 4 units vertical twelve 12 units horizontal 33 -percent sloe MTS12 ® EACH JOIST U210 2X6 EVERY STUD STUD TO SI 7' MINIMUM EMBEDMENT P ( ) ( ) ( P P )• ° ( ) (SEE ANCHOR SCHEDULE, underlayment PORCH POST TO DECK USE: ATTACH T ON DWGS A-3.1 AND A-3.2) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) P.• AT EACH DECK/PORCH JOIST .� SIMPSON underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 hold in place. PORCH ROOF RAFTER TO GIRDER USE: HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment,Y 4-10d X 1 12"H2.5A AT EACH ROOF RAFTER (14) SDS " X 3" WOOD SCREWS a overlapping / �. 7" MIN EMBEDMENT e e successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH DECK LEDGER N (SEE FOUNDATION PLANS A-3.1 AND ° For roof slopes of four (4) units vertical in (12) units. CON N ECTI 0 N S a e °� A-3.2 FOR LOCATION e >' 'D .° �' (MINIMUM DOUBLE STUD) u UnderlaIce tecent intion th windion (Section R905.1.1 I SIMSON SlTRONG - TIE g ( ) 0 co D°A •' .° '° „ Flashing (Section R905.2.8) STU Y2 BEARING PLATE ° : V. °�. ,' o „ ° 1 1/4 COIL STRAP - 16 O.C. Chimney and firespaces - Chapter 10 ^ C. ° '�e 4 ''' ° ' USE 4-8D> NAILS ® EACH STUD Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. D .'° ••a• ° ,• 'e 4` ��a 4. 'e , Mechanical - Chapter 12 FOR HEADER OR -1i General Mechanical System - Chapter 13 BEAM o ° c ° 4 • ° 4 c�°loll ° 4 e Heaitng and cooling equipment - Chapter 14 >- 'A MTS30 Exhaust Sustem - Chapter 15 Simpson Z N . DOUBLE TOP PLATE ROOF RAFTERS Duct System - Chapter 1s p Strong-Tie o D o D D .& DA Combustion Air - Chapter 17 AC4 Chimneys and Vents - Chapter 18 AT EACH POST o 1 3 4" IMUM ° ° °'D' SSP Cn SEE PLAN Plumbing - Part VII • Flood Zone - 301.2.4 '-" EDGE DISTANCE e•44 9' D HEADER FLOOR TO FLOOR D q LSTA21 Simpson Strong-Tie KCING STUDS CS20 19' COILED Y2' THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 L J!'ACK STUDS OVERLAP AT EACHCIO co SIMPSON STRONG - TIE STUD � 0 SIMPSON STRONG-TIE -� 1 1/4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D SIDECOVER AT EACH ROOF NAILS AT EACH STUD RAFTER USE 8-16D ' I MIN EDGE MIN OVERLAP IS '12" NAILS AT EACH END, JACK FO SILL ®® DISTANCE* _ o , N. 12" MIN OVERLAP PER RT2.5 . COMPONENT :,• .o, SHEET NO. ..,.� •:°�,. MIN EDGE STUD TO ROOF RAFTER STHD8 � �.�..,. ' . ��,:>~, .4: CONNECTION FLOOR TO FLOOR AB pson Strong-Tie DISTANCE* WRAP' UNDER SILL PILATE TYPICAL STRAPPING FOR *NOTE: SEE MANUFACTURIERS MIN. OVERLAP IS 12"' I C 0 N N E C TI 0 N S: AT EACH POST FOOTING MINIMUM INSTALLATION DISTANCE CHART FOR SILL PLATE TO RIM JO IST AND FRAMED OPEI��ING EXTERIOR WALL CANTILEVER CONDITION RIM JOIST TO STUD (CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS