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HomeMy WebLinkAbout41508-Z �o�4�U FF fl1,f�oG� Town of Southold 9/6/2017 P.O.Box 1179 o - d' T 53095 Main Rd 0.01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39197 Date: 9/6/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 290 Custer Ave., Southold SCTM#: 473889 Sec/Block/Lot: 70.-8-31 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2017 pursuant to which Building Permit No. 41508 dated 4/7/2017 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: SCREENED PORCH ADDITION WITH LANDING TO AN EXISTING ONE FAMILY DWELING AS APPLIED FOR The certificate is issued to Zugmeyer,Pascal of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41508 08-09-2017 PLUMBERS CERTIFICATION DATED ut o ' e Signature 11 �c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 12, 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#: 41508 Date: 4/7/2017 Permission is hereby granted to: Zugmeyer, Pascal 290 Custer Ave Southold, NY 11971 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 290 Custer Ave., Southold SCTM # 473889 Sec/Block/Lot# 70.-8-31 Pursuant to application dated 3/31/2017 and approved by the Building Inspector. To expire on 10/7/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $309.20 CO -ADDITION TO DWELLING $50.00 LTotal: $359.20 Building Inspector Form No.6 TOWN OF SOUTHOLD _ BUILDING DEPARTMENT w= 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 l%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-exMug"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 I. 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$15.00 Date. ® 3 d New Construction: Old or Pre-existing Building: (check one) Location of Property: -'7 9 cu.-rre4z House No. IStred Hamlet Owner or Owners of Property:......&E C J Suffolk County Tax Map No 1000,Section G lock Lot 3 —r Subdivision G Filed Map. Lot: Permit No. Sd o Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check Fee Submitted:$ `5y Applicant gnature F SOUTH®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 ® �� roger.rich erta-town.southold.ny.us Southold,NY 11971-0959 ®lac®UI�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE 'SITE LOCATION Issued To: Zugmeyer Address: 290 Custer Avenue city,Southold st: New York zip: 11971 Budding Permit#: 41508 Section. 70 Block: 8 Lot: 31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BJ Electric License No: 2670-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 4 Twist Lock Exit Fixtures 9 TVSS Other Equipment: "SCREEN PORCH" Notes: 10 ft. of Lighting Track, 2- Paddle Fans Inspector Signature: Date: August 9, 2017 0-Cert Electrical Compliance Form.xls DOF so yo� o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: lm� � �® r pt�fY1 I VlOK / in voi4 I `t/ O DATE INSPECTOR4fwkv OF 50Ujy�lo - ro TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: 1- gc ��� --a-� DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS G FOUNDATION(IST) H ------------------------------- FOUNDATION(2ND) 93 ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE rems r1 .P O / >'[l' t -4 7 -K-V FINAL &n r1moory, s 9 V ADDITIONAL COMMENTS p (i8 Z � rn 1 y OLS z x e b r-7 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST f- BUILDING DEPARTMENT Do you have or need the following,before applying9 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 SoutholdTown.NorthFork.net PERMIT NO. l 1 Check Septic Form N.YSDEC Trustees V C.O Application Flood Permit Examined Z 20 D Single&Separate Storm-Water Assessment Form y LIAR 3 ontact: /� n Approved 2��/ Mail to More 07�a Disapproved c BUIMD IN 'PT' OWN OF 5O Phone Expiration —20- 9 20g ctor APPLICATION FOR BUILDING T Date 3D 20 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. &Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,ag nt,architect, ineer,general contractor,electrician,plumber or builder Name of owner of premises ���'C 4 L t,�4 (,N T e4 M F�r� (As on th tax roll or latest d 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 props d wor a done: Z,20 r7u House Number 8treet Hamlet County Tax Map No. 1000 Section O Block 0 X Lot 3 I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of pro osed construction: a. Existing use and occupancy 5106yL E F77AAd f(,11 wFLL I AJ 6; b. Intended use and occupancy r .� 3. Nature of work(check which applicable):New Building AdditionAlteration� Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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,coommmmercial or mixed e /4-03 specify nature and extent of each type of use. 7. Dimensions of existing strdctures,ff any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth HeightS NNuuimbf S ones 9. Size of loro nt l/ Rear C Depth 10.Date of Purchase Name of Formerr�Owner 11.Zone or use district in which premises are situated 1'� ¢ 0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES 13.Will lot be re-graded?YES (jW-" Will excess fill be removed from premises? NO 14.Names of Owner of premises Z V6 M � ddress Phone No. Name of Architect C I A-t& 2-Address Phone No 71 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NOW *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BIVEQUIRED. 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) COUNTY OF Uc /G ��/ eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ' (S)He is the t CHI (Contra tor,Agent,Corp ate Officdr,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. TRAMEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK U4Swomlo before me flits ®.OIDW6306900 day of fflbl (+I 20 ®UALIFIED IN SUFFOLK COUNTY t✓CMMISSION EXPIRES JUNE 30,20?$ Notary Public U Signature of Applicant Scott A. Russell ° � �� IC'0]Kl�AWA'T IEt, SUPERVISOR MANA\GEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 p T 53095 Main Road-SOUTHOLD,NEW YORK 11971 r n' _,{, Town wn ofSouthold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES TMS ]PROJECT INVOLVE ANY OF IME FOILOWINQ (CHECK ALL THAT APPLY) Yes No ❑j A. Clearing, grubbing, grading or stripping of land which affects more //\\ than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. 9 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. El E3 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal _ erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on-FIR-M--M-ap of-any--watercourse-.-- - - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square 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 Tag 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. S.C.T.M. 1000 Date APPLICANT: O�roperty Owner,Design P fessional,Agent,Contractor,Other) Dbtnct �p 691? 3/ © 3 NAME: Section Block Lot FOR BUILDING DEPARTMENT USE ONLY "{*` Contact information: Reviewed By JL—UT — — — — — — — — — — — Date: 63 Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. ZU (/� — — Stormwater Management Control Plan Not Required. t�Q ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 o�*1 SO�jyo` � o i Town Hall Annex Telephone(631)765-1802 f 54375 Main Road cn (631)765- 5 P.O.Box 1179 G� Q rogerxichert�own.sout�Old.nV.us Southold,NY 11971-0959 - ����4UNTI,�� - i BUILDING DEPARTMENT TOVYW OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: ,�15: � Name. 1 License No.: . zle 0 49 Address- �� v Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: - Lv *Address: *Cross Street: *Phone No.: _ Permit No.: Tax Map District: 1000 Section: '7 _ Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ O Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead I Additional Information: PAYMENT DUE WITH APPLICATION \ ` 82-Request for Inspection Form �� e SOUr�®C 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 zyC®UNTV,�� June 19, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Pascal Zugmeyer 290 Custer Ave Southold NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) /Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41508 —Additions/Alterations REVISIONS G ARD1N :� ER S L A t ter' 3©� - - .. _..m ': 0 (''"'.1 .n,Ti N t .�z' �sltsi: I':•' .�, Lc' r N93710 E 175 .00' :z Icz CIE-* 0 _Ln N Ow umi AO NF- V In /r P _. r • 1 F,'t t I w fesd ( t.`- I. Rr e t -I t� 0 > I� Z Z uj N t_.!;� 6 ti . :i_F i t C) a 00 u t- C imp I'll Cly o EXISTING GARAGE CONSTRUCTION DUMPSTER w �„ fG Tr;!'� T C r P,� 1�^�(ATER RU Nl0FF TO REMAIN ON SITE FOR O W f=URSUUAf`2.T TO CHAPTER 236 DURATION OF CONSTRUCTION OF THE T0Vuiu CODE, � Q PORT-A-LAV TO REMAIN ON SITE FOR DURATION CONC. OF CONSTRUCTION PATIO J Q PATIO v Z EXISTING HOUSE w W � � CELLAR w ',-'ENTRANCE EXISTING POOL %�/x CONC. A OUuj �1 PROPOSED,/ N N O PATIO ;-; N� PORCH I 1 . 1 1 I I -� X13.0 I I II o 1 I I I t CONCRETE _ o N WASHOUT N M 4 '~ o `D + Lri6'dia X 3 dpee ( SOIL e�-- p e--- I LOCATION DRYWELL i o r-, 11 I tC N '0 --:--;-- -- -- --L--i--`--i--i- ------------------- -- -- -- - -- U '011 t in S 9037'10" W175 .00' Iz (m H � u STORM WATER MANAGEMENT DETAILS HAY BAY w SILT FENCING v r_, o SCTM # 1000-70-8-31i� ROOF ARF�A:330SQ.FT. N.T.S. LIMITS OF CLEARING TO BE SITE DATA: � AT 100%WATER RUNOFF:56 CU.FT. NO MORE THAN 20' FROM _ -•— — _ [V - �- - DESCRIPTION: EXISTING. ADDITIONS. TOTAL. LOT COVERAGE: EXCAVATE: FILL: PROPOSED WORK AS PROVIDE(1)6'DIA.X 3'DEEP DRYWELLS INDICATED ON SITE PLAN PROPERTY: 20,290 SQ. FT. 0.466 AC. DRYWELL CAPACITY:66.9 CU.FT. ESTIMATED AREA OF 1100 SQ. FT. + OGEE GUTTER-STANDARD 5" GROUND DISTURBANCE: NOTES: 1).EXECUTION: kk'I A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. HOUSE: 2024.0 SQ.FT. - 2024.0 SQ. FT. 10.0% 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR SCREENED PORCH: 273.0 SQ.FT. 273.0 SQ.FT. 1.3% 3 CU.YD. 1 CU.YD. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR SITE PLAN METALS WITH PROTECTIVE BACKING PAINT. POOL: 648.0 SQ. FT. - 648.0 SQ.FT. 3.2% - - 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1 < 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. SCALE: it+ 1 1 O'�O+ t � A�+ x 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. �'�✓ �� a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND PROPOSED DRYWELLS: (1)6'dia X Tdeep 5 CU.YD. 2 CU.YD. ACCESSORIES. C3 _ B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINTD 4 > } \ CONNECTORS. RAWN: MH/MS 3).CONNECT DOWNSPOUTS TO STORM SEINER SYSTEM AS INDICATED.SEAL baa �` '®'s•;!� '��¢� � ,..:;� � •'#, SCALE: 1/4" CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: TOTAL: 2945 SQ.FT. 14.5% 8 CU.YD. 3 CU.YD, 9Y 1 Pirn I JOB#: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, & March 30,2017 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIALb �� rJ Q OQ'/ ' SHEET NUMBER: COMPLETION. 'r O 00 0 MEETS&BOUNDS BY: STANLEY ISAKSEN SURVEY DATE: AUG.9,1961 �4�,� 233 e c c c '�� ���t REVISIONS: I EX15T RESIDENCE I (NO I-IORK THIS AREA) � EX 15T I � RE51 DENCE Z (NO WORK THIS AREA) NEW 2x10 LEDGER BOARD w/ %"c LAG BOLTS 5TA66ERED @ 32" O.G. O (DOUBLED ® END5) w! TEGO CONN ~ (TYP) - x (Y Lu +� P7- Z z� - vzV_ wX.0 v � v � Lu `r Q O i ` N p A z Lu NEW 5/4 DECKING Lu I FINISH FLOORING +' ►- NEW 2x8 �� I� m O.��_� PER HOMEOWNER) O A XIp GGA D.J. A A-2 @ 16 O.G. ^\ w �2 NEN �_ NEW 2 2x.10 ^^ z GIRDER —�.®� GIRDER lit F-I 7-------- .w x -? v OUTLINE OF NEW x � v +1 N POUN�ATION FLAN o --------- � w d GOV PORCH Q Z v _ DECK ABOVE z v tu - SCALE: i/4° = 1'-0" m z �y r--------- ir�} i NEW L2J 2x O (2) 2x10 i `. i r, 1�-61RDE ®� ------- NEW 12"N PG 50NOTUBE5 (MIN 4'-0 ± 36 6.6.) w/ 4x4 AGO P05T 8 (VIF w/ 5�-211± 51_211± 51-211± 51-211± CELLAR NEW 12"� PG 50NOTUBE5 � 51MP50N UP-LIFT CONN (TYP 3 @ STAIR LOG) BF-28 "B16FOOT FOOTING DECK) 5'(STEM" (MIN 36" B.G.) w/ 4x4 AGO P05T a 51MP50N UP-LIFT CONN (TYP @ ENGL PORCH) - AL16N w/ NEW P05T ABOVE C) Z � � o U N EXIST RES I DENGE (NO WORK TH15 AREA) N as a� m o EXIST o m ^T RESIDENCE (NO WORK THIS AREA) REMOVE EX15T O `� x o m WINDOWS $ 6LO5E UP w x WALL FOR NEW 5' m W � WIDE FRENCH DOORS NEW rn U M NEW 2x10 51MP50N00 EX 5T I RIDGE HIP RIDGE N I I ( m "O PROP CONNECTOR w B I c, � NEW 2x8 RR\ NEW 2x8 RR\ DECK @ 16" O.G. \IGu �\� \tifi, zi i:: W" @ 16" O.G. N. �p ¢ Nxi= . v w.o PROP 3 zv Z.O 2 / SCREENED IN AA-2F H UNHEATED oIVU / I4 P05T5 O o (PORU (CATHEDRAL � o I `� NEW 4 DOWN TO / N � CEILING) �; \ I +� cn N F I RST FLOOR PLAN SONOTUBE BELOW � = I / � Z � :Kra � � TYP w SCALE: 1/4" = 1'-0" (TYP)) / V� NEVH bMMd (VIF w/ 5'-2"± 5'-2"± 5'-2"± 5'-2"± 6" 5OFFIT U BILGO LOG) W SIMP50N HIP ® �4 21'-O"± CORNER PLATE (PROP 60V PORCH) CONNECTOR (TYP 2 PLG5) WALL LEGEND: DRAWN: VC/MS EX15T to REMAIN SCALE: EX15T to be REMOVED JOB c March 28th,2017 ® NEW WALL GON5TRUGTION SHEET NUMBER: NEW FON GON5TRU6TION A- 1 REVISIONS: Ll Ll EXIST RESDENGE / (NO WORK THIS AREA) W 12 12 EXIST RESIDEINCE / °►� (NO WORK TH15 AREA) ° EXIST FENCE TO o O O ^ REMAIN — VIF EXIST RESIDENCE (NO WORK THIS AREA) +� +1 = F— X �n �? , cn BX, GO co New } (v � W � EAST ELEVATI®N 0 SCALE: 1/4" = I'-0" N 50U7H EL VATI®N SCALE: 1/4" = I'-0" O Z O U N CD m 0 h v f� m O w � 4 NEW 2x8 ROOF NEW 2x10 m Cu RAFTERS @ 16" RIDGE _ _ TDP of RID6E ;0g) O.G. — + 14'-211± or. 42 NEW!2" COX PLWD 8 15# 12 �-- �> 5 — —UNDER51 DE OF G.T.s 12 0000 FELT w/ 235# ASPHALT SHINGLES, 4 IGE-5HEILD +11._q± �5 N > a� UNDERLAYMENT AS REQ NEW (2) 2x6 GT A5 o w SHOWN ON PLAN - SET @ UNDERSIDE of a'-6" ± ABOVE FIN FL SOFFIT NEW 6" O\/HO SOFFIT + ._311+ NEW Y2" GYP NEW (2) 2x10 GIRDER BIRD ®BWGLGS N EXIST +1 FESIDENGE cn NEW EXTERIOR ) _,— ! j O (NO WORK THIS H WINDOW/DOOR TRIM AST' ( � — NEW 2x8 DJ @ 16" ;-1 J NEW 2x8 DJ ® 16" r- AREA) DOOR REQ _ _ O.G. w/ TECOs _ _ ---_ r� O.G. w/ TEGO5 U )� NEW 5/4 DEGKIN6 j 1, NEW 4x4 POST ____ _, ___(FINISH FLOORING PER _; L NEW (2) 2x10 I-— I,) NEW DECKING PER HOMEOWNER) GIRDER HOMEOWNER FIN FLR ELV EXRE FENCE IF (MATCH EX15T) REMAIN - VIF NEW 2x10 RIM JOIST . . . . . . _ .+_-311i 1. ti 4e iii � I 'iii m H GRADE ± �i '� i� (('i GRADE ELV N NEW 12"(P PG 5ONOTUBE5 +� (MIN 36" B.6) w/ 4x4 AGO O m U POST & SIMPSON UP-LIFT /��� ���� ���� — BOTTOM of IFT6 ,� � CONN (TYP) ELV -5-0"i NEBT ELEVATION NEW BF25 "016FOOT SCALE: 1/4" = I'-0" FOOTING SYSTEM" (NP @ J ��I®� ���_��� ENGL PORCH) SCALE: 1/4" = I'-0" DRAWN: VC/MS SCALE: JOB#: March 28th,2017 SHEET NUMBER: A-2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC 6c GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHiELD FLOOD SNOW SPEED DESIGN WEATHERiN LINE TERMITE DECAY DESIGN UNDERLAYMENT KING STUDS 4" X` LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20/15 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE tl NONE 4"DIA.MAXIMUM CRIPPLE STUD f 1 0 RAFTER DECK AND COVERED PORCH NOTES: LEDGER • ' 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. • ' 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z Into concrete with a minimum 1/2"dia x 7"tong anchor bolt with washers and nuts. RAFTER JACK STUDS 3).Posts supporting girders shall be anchored to a minimum 24"x24"02"thick concrete M footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft,below grade. RAFTER-TO-LEDGER CONNECTION 4).Deck joists to have blocking at 8'0 o.c.. C LEDGER TO BE CONNECTED TO BLDG.USiNG 1/2"DIA. BOLTS @16"OC WiTH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5).Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH 1RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers ('AIR RAILING and nuts at 16"o.c ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RiDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH iRAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD w 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE 7).Ail joists to be supported with hangers and anchors.Each Joist shall also be anchored F--� MINIMUM to girder(s). RAFTER. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS 9).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER ED for any contact with ACQ. Q F—i POST TOP PLATE HANDRAIL NOTES: i--i TOP PLATE All required handrails shall be of one of the following types F--I BALUSTERS or provided equivalent grespability. ^ RIM/DECK JOIST o 1).Type 1. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not greater ater OPEN BAUJSTER ATTACHED TO WALL o than 2 Inches.if the handrail Is not circular It shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATEATUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATEISTUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 Inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH 2).Type it.Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-11/4" CONNECT TO RAFTER TO PLATE POST-TO-PECK CONNECTION NOR MORE THAN 2"IN 4"-6"RAFTER RTIO 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT Inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.{2)1/2" DIA.GALV.BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest � EACH RAFTER portion of the profile and achieve a depth of at least 5/16 Inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 0 Inch to a level that Is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the above the recess shalt be 1-1/4 Inches to a Zhandrail 4"DIA.MAXIMUM maximum of 2.3/4 inches.Edges shall have a minimum 3••-i > GIRDER/HEADER radius of 0.01 Inches. Q) Q GIRDER/HEADERQ� 5 0 o NAILING SCHEDULE z JOIST '' PC1StlCOLUMN ° ° I un � ° o ROOF SHEATHING: POST/COLUMN NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES N STRUCTURAL PANEL gd AS PER TABLE 3.8 f�l. WFCM-SBC GIRDERA-IEADER POST TO-GIRDERlH EADE'R CONNECTION ROOF FRAMING.- LOCATION RAMING:LOCATION USP NUMBER DESCRIPTION APPLICATIONJOiNT DESCRIPTION NAIL NAIL NOTES QTY- SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL:3-8d COMMONEACH DECKlPORCH RAILIING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLYTO EACH COLUMN USE MIN. t " CEILING JOiST 8'WALL:3-8d COMMONEACH JOiST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOiST (2) /2 DIA.GALV. BOLTS WITH WASHERS AND NUTS TOE-NAIL TO 70P PLATE 10'WALL:4-8d COMMONJOIST N v CEILING JOIST TO AS PER TABLE 3.7 EACH FACE m S PARALLEL RAFTER WFCM-SBC LAP NAIL ,n CEILING JOiST LAPS AS PER TABLE 3.7 EACH FACE g OVER PARTITION WFCM-SBC LAP NAIL p -� o 0 STU COLLAR TIE AS PER TABLE 3.4 EACH FACE BEARING PLATE TO RAFTER WFCM-SBC END NAIL v GIRDER 0 BLOCKING EACH TOE TO RAFTER 2 -8d COMMON END NAIL a • ' RIM BOARD EACH END TO RAFTER 2-16d COMMON END NAIL Lf) m WOOD JOIST C711 `O m � ItN v " WALL FRAMING: o W CONCRETE PIER �. JOINT DESCRIPTION NAIL INAIL NOTES LEDGER c GIRDER/HEADER II "•"'• ". QTY. SPACING WOOD JOIST TOP PLATE TO 2-16d COMMO PER WOOD JOIST FACE NAiL •.�' TOP PLATE FOOT • •s' TOP PLATES AT 4- 16d COMMO JOINTS FACE • `" DOUBLE 2x INTERSECTIONS EA. SIDE NAIL W FLUSH JOISTS WITH HEAbEWGIRDER STUD TO 24" FACE2-16d COMMO l-+ (MINIMUM) STUD 'O.C. NAiL CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION � THE PROPER STEEL CONNECTOR. I HEADER TO 16" Q.C. FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2" DIA.BOLTS @16"OC WITH WASHERS 1 OR BEAM 16d COMMON U IF ABLE,SET FiR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAZI 0 TO ALLOW FOR SHRINKAGE. ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END P4 c REQUIRED L I (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL FOR STU BOTTOM PLATE TO: PER FLOOR JOIST.BAND JOIST. 2.16d COMMO FOOT FACE NAIL N FLASHING TUCKED UNDER I END JOIST OR BLOCKING F_ TOP PIECE OF SiDING AND LAPPED OVER FIRST CONTIN. DECK FRAMING: PIECE OF SIDING BELOW THREADED ROD NAIL 1/2" DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT JOINT DESCRIPTION QTy SPACING NOTES JOIST TO: PER TOE CONNECTED TO BLDG. (c316"OC s816 M MINIMUM POST SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL X76 PRI THW- END DISTANCE BRIDGING 2-8d COMMON EACH TOE BOLTS TO JOIST END NAIL P944 P0517 a 4 BLOCKING EACH TOE ANCHOR p ; �ti. = MINiM M s - TO JOIST 2-8d COMMO END NAIL FLOOR FRAMING o' b° ze•YREnn .p o •o c END ANCE BLOCKING TO: EACH TOE 2x JOISTS • • , • • +• •. 12"X12"X12" Y r • r '.• •O " • •. ' " > SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL DE ro ' a coxc sue ,' •Q • ; CONCRETE FOOTING " •• (AS REQ. 'A'.r, ' • • c" t" LEDGER STRIP EACH FACE BLOCKING FOR JOiST HANGER a e'", " w a y • f Y y • TO BEAM 3 -16d COMMO JOIST NAIL e-aN a, PERP PIER DRAWN: VC/MS LAG BOLTS •� � '° � toric. ;,tr;° PER PIAN � JOIST ON LEDGER PER TOE 3'-4 a o-Qe PIER �a HOLLOW COLUMN UPLIFT 3-8d COMMON TO BEAM JOIST NAIL RIM JOIST/BD. n e o'a'a SIMPSON STRONG TIE MODEL STRRi</2 BAND JOIST PER END SCALE: DECK POST FTG.CONNECTION INSTALL AS PER MANUFACTURE'S RECOMENIDATIONS TO JOIST 3 -16d COMMO JOIST NAIL JOB#: LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PER March 28th,2017 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SiLL OR TOP PLATE 2 -16d COMMO FOOT TOE NAiL SHEET NUMBER: DECK/PORCH LEDGER CONNECTION 4X4 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING A-3 REVISIONS: 1 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE RIDGE ' HEADER LEDGER BATHTUB • DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS D BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024 OC w WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF •• VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN O VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION ED • ' ' ' ' ' TOP PLATE BLOCKING r I - I - I - I - •• I - , I FINISH WALL AND MOISTURE H H 2x4 LEDGER BLOCKING ^ .. BARRIER TO LAP FLASHING h--� STAPPING TO BE ATTACHED TO WALL STUDS X48 OC ; 2x4 SOFFIT JOIST AND ALL. WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA QI BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �.'� 1� �� THE SPACE VENTILATED. ALL OPENINGS 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS ODGIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH ON TIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 40 O.C. • AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18gc. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4 - 6 RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 0�. INSTALL 4'0" O.C. ' ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 8" - 12" RAFTER RT20 1-1 8" x 20 o. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 1B" LSTA36 1-1/4"x38" 18ga. STRAP AND JACK STUDS ,' , � / g EACH RAFTER � ON ALL OPENINGS .' ,' �"'`�.�� KEEP ROOFING NAILS OUT 2ND. FLOOR WALL I ''���, � OF FLASHING ��•.•.••�� r•-+ ROOFING LAPS BASE pop FLASHING 4 INCHES Z Q BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME QJ 7� EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING s , O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING C. SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT U ol WOOD JOIST j .1TOP PLATE N GIRDER/HEADER ` v SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS Jew AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4706" 189a. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2- -ON ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'O" O.C. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR -+ PLATES TO EACH STUD m N I~ o. � . X ton . . u v DBL. SILL PLATE ti TERMITE SHIELD " , SUBFLOOR �o ct SILL GASKET WOOD JOISTS w �, TYP. CONC. FOUNDATION ( A ` CONC.M . POLY 1, ti' y V GASKET NE �- ',, 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR , s I BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR V GRANULAR FILL , , , _. .•• , , m ,b, -�' '� 1/2 " DIA. BOLTS ® 48" o.c. STAG. �'� • V STEEL COLUMN , i rn U ' p v ptill ' CONC. SLAB ` ' , 4 'D " ° cbr� n - , v ' R00F JACK // I I `\ �� „ „ STEEL BEAM N I A �.Q ANCHOR BOLT EMBEDMENT: . W COMPACT FILL POURED CONCRETE: 7n V BLOCK WALL: 15 4" x 1/4" x 8" STEEL ROOFING LAPS . TOP AND BOTTOM PLATE 'Q * � 1 � � p la•• � ^ � � It. 13 FLASHING AT . ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING , e V �' �!'p CONC. FTG. '•p "4 Q•p C o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP '• 1/2" GROUT 4 ANCHOR BOLT CONNECTION (USP LSPS58 OR SP583) '. p 4 REINFORCING BAR „ FOUNDATION 5/8" DIA, ANCHOR BOLT 3" STEEL COLUMN Emm� DRAIN TILE * P ► ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS Ir ~! I ( 10 KIPS } H SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM -I- u CRAWL SPACE OR FOUNDATION V SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL �4 U) O TYPICAL CFOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING u')WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL N SUB FLOOR CONC. SLAB DOOR FRAME 6X6 1010 wvvm COMPACT FILL DOOR G JOIST u r USE 2X8 STEEL BEAM FOR BLOCKOUT do • ' 4" SLAB 6X6 '. P.T. PLATE W/ WMM \ I SLOPE ` 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR ACE ��� < 1 Z • n 7 1 2« (WITH A NAILING PLATE IF NEEDED) QI' AT END AND '� •� . •� " OR HIGHER THAN ' ' ,yr•p, ES OF WOOD 4 �'.A ,a n• ` • ' STOEEBL BEAMOTO 1ALLOW FOR SHRINKAGE t DE * • " BEAMS i 'n D n 0 " ► ' (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4 GRA '"'- r d „[Z 4 4 - = 6X6 W.W.M. 12" ••e - - : - - �.e - - c; n D =r i I • 4 • e • 4 4 M ,e A IN. ° ' A ° 'A L,'4 �'4 'r •A ®�,.�NOTCH BEAM F'OR' MUDSILL IF REQUIRED -- MAXIMUM A 4 p � O e � �---SUB FLOOR 4 e REINFORCING BAR NOTC H EQUALS 1/�4 DEPTH OF BEAM i i � ° � oa I I-1 I _I r A • REINFORCING BAR °4'„. _ ° O•.e'o �p IST DRAWN: VC/MS DRAIN TILE nv-� I • �, Q e 10 a 1= 12” •a a• SHEET METAL / 3'i0# FELT UNDER BEAM AT POINT L • STEEL BEAM SCALE: s ' '• OF CONTACT WITH CONCRETE OR CONC, BLOCK Iii I JOB#: s ! 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'n �• SHIMS TO LEVEL BEAM March 28th,2017 REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. SHEET NUMBER: 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A-4 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE F, Now I NYS UNIFORM CODE: 2015 EDITION PLAN CONTENTS:i E N E 'K""k A L 'JkN" A 0 U01 6T E S 1). RiDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie Is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL" 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1).The Information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO 70P PLATE ]0'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall In line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS A5 PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM- SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM- SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below, the should be adhered to even If in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER 2 - 8d COMMON EACH END OR DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWIGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 . 164 COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 0 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift n A ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 with these plans, nor responsibility for foundation and slab-on-grade, l5 Inches in masonry block foundations, or lapped under responsibility for construction coordinating p p ty NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed In accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAlLS ANY DIRECTION 200 recautions and programs In connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY E-••+ p p (DESIGNED FOR CAT.C) specific use expressed or Implied In the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE i EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type i exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONSym.: O.C. NAiL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch8Yp sum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel 16d COMMON SMOKE &CO2 DETECTORS HEADER TO 16" O.C. FACE SEE FLOOR PLANS ►--+ HEADER ALONG EDGES NAIL such as bookcases, shelving, pantry, closets,trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A -STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 -16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK Q 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS: Q� FOUNDATION NOTES: Type Il exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOORBOTTOM PLATE TO:T, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: ],2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WiND SEISMIC FROST WINTER 10ESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DEC" DESIGN UNDERLAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased When 2), All footings to rest on undisturbed (virgin) soil. Interior shearwalls are used. Sheathing and connections shall be In accordance with JOiNT DESCRIPTION NAIL NAIL QTY. SPACING. NOTES 2.4.4.2 and 2.2.4 respectively. MODERATE SLIGHT TO - 3). Provide 1/2" expansion joint material between concrete slabs and abutting P y JOIST TO: PER TOE 20 LBS. i20 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GiRDER 4 -8d COMMON JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors In accordance with table TO JOIST 2 - 8d COMMON END NAiL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES � be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for Installation. 3.5. AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE O 2 -8d COMMON 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOiST END NAiL 4' PERIMETER EDGE ZONE 8d COMMON (a3 6"O.0 8d COMMON Q 6TM O.C. SEE NOTES: 1,3 a� poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing, interior scabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12" Q.C. SEE NOTES: 1 (BOTH FiELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g 3 - 16d'COMMON NOTE: 2 FOR PANEL FIELD > ti „ anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL Q) o 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C. 8d COMMON 4" O.C. SEE NOTES: 1,3 ; .0 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRiP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAiL 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE MOTES � U 7), Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3 -$aCOMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - ]6d COMMON JOIST NAIL N g p p g i). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet an each side of roof peak, 2 Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. - 8). Drainage as required by current N.Y.S. Residential Construction Code. )• j p SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. • For framing members with <0.42<G<0.49,the nail spacing shall be reduced #0 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wired 3). Posts supporting girders shall be anchored to a 12"x12"xl2" thick concrete footing. JOiNT DESCRIPTION NAiL NAIL QTY. SPACING 3). Tabulated 4 inch o.c. nails acro assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. spacing g g below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gid AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 Inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. co o CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE G SHEATHING LOCATION NOTES X 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD o m ^'2 2u otherwise. JOINT DESCRIPTION �° °� - :� Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON Q 6" O.C. 8d COMMON Q 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) p X o Lt where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD w .x 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wail headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum b" above grade. openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: m openings Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES • 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO Bl: REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. °I!t u � u) `. and blocking where applicable. QTY SPACING N 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wait sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shalt 5). All flush beams/headers to be Installed with heavy duty galvinized hangers and 1 ' PANELS 8d C01MM0 WFCM - SBC ) g q anchors where applicable to all connecting joists. PLUMBING NO'T'ES be used. 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FiELD 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic file Installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches O.C. Emmy on plans. WALLBOARD 5d COOLERS10" O.0 . FIELD W ^� 3). For exterior ane) siding, alvinized box nails shall be permitted to be substituted for common nails. � 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g g p U other access openings unless otherwise noted (typical), 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL U JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY, SPACING statde and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WWIT WITH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT H ACQ. U) e cowhere applicable unless otherwise noted. STRUCTURAL PANELS gid 6" O.C. EDGE 3).INSTALL I-C0 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, ) oorj oorj HVAC SYSTEM NOTES 1" OR LESS CIOMMO O.C. FIELD 12" 9). Provide blocking/bridgingIn floasts at 8'0 o.c.. Use solid blockingin floasts as required by current NYS Residential Code-FiREBLOCKING REQUIRED � under all bearing walls. 1). Mechanical subcontractor is responsible for adheari ng to all applicable codes and safety NOTES: y OOT C(�G S: Fineblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) .� requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be Provided In wood-frame construction In the following locations. needed, 2). HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. T , U y system q 1). In concealed spaces of stud walls and partitions,including fumed spaces,at the ceiling and floor v � equipment supplier. levels.Concealed horizontal furred spaces shall also be fhvblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and wells to have a minimum 1/2" thick,4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking In walls constructed � CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. " SOIL COMPACTION: using parallel rows of studs or staggered studs. g P Yw P 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing � Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnectlons between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY AND ADEXISTING DD CONAL FILL S NEEDSRIOR O FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: p g q REMOVE AND ADDADDrnONALFILLASNEEDED. members shall be doubled, Or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed space: over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. p 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain Toad path. DENSITY(PER ASTM D 698 AND ASTM D 155'7). COMPACT THE 'Mm, SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY PROFFESSiONALAGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building Z). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing Is conitinuous-over connected members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FiRST FLOOR DECK CONSTRUCTION, 5). For the flrebloddng of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 4 to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced toll - 16d nail per foot. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current INCLUDING SU8FLODR,15 COMPLETE. DRAWN: VC/MS 14). All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or N.Y.S. Residential Construction Code. SCALE: JOB approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM c March 28th,2017 torch down type material over. SHEET NUMBER: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. A-5