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HomeMy WebLinkAbout42082-Z Town of Southold 4/12/2019 P.O.Box 1179 v'x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40314 Date: 4/12/2019 THIS CERTIFIES that the building ACCESSORY Location of Property: 6105 Wickham Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 107.4-2.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/18/2017 pursuant to which Building Permit No. 42082 dated 10/24/2017 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: WINDOWS IN AN EXISTING ACCESSORY BUILDING AS APPLIED FOR The certificate is issued to White,Laurie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Aut0 ignature sU TOWN OF SOUTHOLD �o Ory BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy,• 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#: 42082 Date: 10/24/2017 Permission is hereby granted to: White, Laurie Tuthill Ln Mattituck, NY 11952 ` To: install new windows on existing accessory building as applied for. At premises located at: 6105 Wickham Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 107.-4-2.2 Pursuant to application dated 10/18/2017 and approved by the Building Inspector. To expire on 4/25/2019. Fees: ACCESSORY $311.20 CO -ACCESSORY BUILDING $50.00 Total: $361.20 -G Bui ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. ��` l�j1 1'1 T New Construction: Old or Pre-existing Building: (check one) I4 1 Location of Property: �p O� `V.) �OLI- I House No. Street Hamlet Owner or Owners of Property: LaL>-r-,,e Vow Suffolk County Tax Map No 1000, Section 0'1 Block �- Lot 21/z Subdivision Filed Map. Lot: Ln Permit No. `1 Date of Permit. Applicant: 2rOOtc__ Eppe ems- . Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary ,bCertificate Final Certificate: � (check one) Fee Submitted: $ E Applicant Signature vV pF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `^ou765-1802 INSPECTION" [ ] FOUNDATION 1ST /IRO GH PLBG. FOUNDATION 2ND LATION/ _ _FRAMING /STRAPPING L �jtliKd b 4' rtual [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: om IC7 ) Tvw - AzclkelfIC44+1 DATE INSPECTOR . 3 FIELD INSPECTION REPORT DATE COMMENTS 4b FOUNDATION(1ST) OQ -------------------------------------- FOUNDATION ---------------------------------FOUNDATION (2ND) • z 0 ROUGH FRAMING& ��� PLUMBING 9 i P INSULATION PER N.Y: H STATE ENERGY CODE m AA J FINAL ADDITIONAL COMMENTS ® O z rn r O H kC d TOWN Ck 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 oU J1 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined a ,20U Single&Separate Storm-Water Assessment Form Contact: �?I^ e--3 ! 5;t:�,f Approved ,20_a M i r73 Of= Disapproved a/c c Ph Expiration ,20ra ) - OCT 1 8 2017 Bu' in pector BUY-WNG DEPT. TOWN OF SOUTHOLD APPLICATION FOR BUILDING PERMIT Date , 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. 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. r 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 o n me,if a corporation) ItD- Lfoo &uo 2�A, , kli '4%)d (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A Ic an-,J,-e a Name of owner of premises n, A n ��:�L (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I L ' (42 1 Q5 .-(f1Y1 �1C1 U J a- TO House Number Street Hamlet County Tax Map No. 1000 Section i (�� Block L4 Lot 2 2 Subdi.-ision Filed Map No. Lot M I , 2. State existing use and occupancy of premises and inten ed use and occupancy of proposed construction: a. Existing use and occupancy � -1 b. Intended use and occupancy 2Sti ( applicable): g C �"eA�dditio� 3. Nature of work check which a licable :New Building Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 110, C)oo 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. i 7. Dimensions of existing structures, if any: Front j 2 Rear I '2 Depth ®� Height j I '—Co` Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth ?�02' Height Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front150.q4' Rear 141 . Co I ' Depth X32 10. Date of Purchase �Z 16 UCv Name of Former Owner 11. Zone or use district in which premises are situated -f�f 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YESX NO Will excess fill be removed from premises? YES,>< NO 14.Names of Owner of premises Lowe,Q- 1,�1r, P- Address(old Ik dc nan-NNO-Phone No Cp?�► )S i�-}-\�O 1 Name of Architect PBCoh,4 T ` I 1 d Address l5clod Uccln (Ld- Phone NoCjjla)512 -qh41 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO'K— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) ® �(Szbeing duly sworn,deposes and says that(s)he is the applicant (Name of individual s)gning contract)above named, (S)He is the T� t , ,A7t (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed thereew.ON NIN ER NOTARY PUBLIC STATE OF NEW YORK Sworn to before me this SUFFOLK COUNTY day of OG`i-ca Q,EC- 20 l LIC.#01 M 52203 COMM.EXPV2 -t 1 Notary Public Signature of App icant sCOL - A. Russell n 5�F0�][�-I\M[WA\r]F1E1 SUPERVISOR I�M[A\NA(G IEN[]E1�T SOUTHOLD TOWN HALL-P.O.Box 117953095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Sou th o l d CHAPTER 236 - STORMWATER MANAGEMENT'WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS IS IPIE OJ ECT INVOLVE ANY OF THE 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. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑W 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, — SignatulFe,-Contact-Information,-Datc-&-Count}-Tax-Map-Number!Chapter-236-does-not-apply-to-your-projee 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 Dutnc t NAMEii,Qi FKXI Section Block Lot /^ VOR C UILD,Nta Di:)'^_, ?'\ii_ti"( 1,. to 2 =) Contact Information ✓ 1 ­9_53"i frlai,ivur\uiih Reviewed By — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work- — — — — — — — — — — `. i Approved for proces�ing Building Permit Cot 0 (���`_`�-�1gsm �e, Stormwater Management Control Plan Not Required �V1 Gt-►"T1 T V to-1 I (q's ® Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM 1 SMCP-TOS MAY 2014 4 iaAT� JAS' IMfid� . D. AN, #-1,,5 a" e<)x 1 '.. ., I .. ' ' ;'; r"t_,��+.,, The eevaqm d1upwos1 aud 'peat+rr supply' /'-r• '�1�. �� i tacilitl" for this loeatiosa have been Inepaotod by this department a4d found f' �� to bt satisfaato R X47 ''��i r 0,30 Jf%, % I I ' Lf ' Cbiof of oral rmgi.neeriing • ' ,: ` segos �. 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T4 ..lSw taa'� .�C,fi'1/c� rc:.�►� ..J'�,J�r�,�'� .f`.-)Z- 7Z)+�'VI '�:��.1�•/�yJ/�`) j/�J �(I RODERICK I VAN TUYL P. C. r'�r�;, 1 i i •i LIC LAND SURMEEYOPS.GRU N R7", W.7, .' o k Ca Tax h4a � �' S%,C-t. 10 7, i3foak.-4 t- xs)� ,, ��, '` ,,.; r• SLrPF: Co. DEPT. of HEAL`YH 5XRVICj6 01 FOR APPROVAL OF CONSTRUCTION ONLY /Pkpi '� /� i I ;+, 7119 WATER 'SUPPLY, ANp SEWAGE Z DAM, DISPOSAIL. SY8'i XM$,' F�CM,tt-rWiIS M t• iDENCE WILL.' : COIFS FOR IMi( TO • �#�t» 1 1l�jt� H• S• RV.F�. NO,: `� ~ GoIC” i .-STANDARDS OF, SUFipUL.K 4C.' HJT p' OF� HEALTH, SERV)OMS, ' C Q APPROVZO: ! i •,4"lr: f iditi. ;Z i c �' S ,. .,. I. ..? tr. .:a. �•.. ',l:i , . ' t ._{ -/I WINDOWS Casement Window Sizes 1'6'A" 1'8 Ili" 2'0 1/2" 2 4112' 2'6 11Z 2'8 1/27 3'01/2" NOTES 1'5 3/4 1'8" 2'0" 2'4" 2-6- 2-8- 3-0- t These units meet or exceed the following O dimensions:Clear Opening Area 5.7 sq.ft.,Clear P�5 Opening Width 20",Clear Opening Height•24"and 44"maximum floor to sili height(with standard a M � 6'101/2"structural header height). N a tt Units meet the stated dimensions above when CMT15 31420 CMT1820'` CMT2020 GMT2420 CMT2820 GMT3020 optional hardware for widest clear opening is used. ZD ME 7M / � � ® � � * A sas casement device is standard On lode and N N 3050 casement units.See your local code official CMT15 31426 CMT1826 GMT2026 CMT2426 CMT2626 CMT2826 CMT3026 for requirements In your area **A piano hinge and sash limiting dente isstandard N on 2860,3056 and 3060 casement units ILDI LQ IMI 11=--i I=JI ILMI ILL-Li a If glass is positioned within 18"of the finished floor, CMT15 31428 CMT1828 CMT2028 CMT2428 CMT2628 GMT2828 CMT3028 safety/tempered glass may be required.Local codes m � � � � � II Y u differ Verify code glass requirements with our local buildingcode official. Use structural joining material when necessary or CMT1531430 CMT1830 CMT2030 CMT2430 CMT2630 GMT2830 CMT3030 required by code. `v In ILEA ® ® F=7 The light patterns illustrated apply to rectangular 7 fli removable interior wood grilles,Full Divided Light, Simulated Divided Light,Decorelle 100,150 and 400 CMT15 3/434 CMT1834 CMT2034 CMT2434 CMT2634 CMT2834 MT3034 and Finelight"Grilles-Between-the-Glass.All removable interior wood grilles will be installed in the units unless otherwise specified o _ v ' For a metric conversion in millimeters,multiply dimensions in inches by 25.4. CMT15 3/440 CMT1840 CMT2040 CMT2440 tt CMT2640 t CMT2840 t C 04 t Vent Layout as Viewed From Exterior oILLA ILA IMI 1E01 1=1 IH-HI vILL11 ILL11 ILUI IMI IrFHI IFMI ,i \\ ILL11 IMI 1=1 ILL11 1=11 1=1 i \ CMT15 3/446 CMT1846 CMT2046 CMT2446 tt CMT2646 t CMT2846 t CMT3046 t \ E111 MI MI FT-11 FT-11 FT-nl oL111 LEA LEA MI MI rMI Cn LLII Left Stationary Right [H EfIl L111 MI MI FT-HI CMT15 3/450 CMT1850 CMT2050 CMT2450 tt CMT2650 t CMT2850 t MT3050FORMULA FOR COMBINATION WINDOWS The overall frame dimension(both width and height) Is equal to the sum of the individual unit frame dimensions plus joining material dimension(s). The overall rough opening(both width and height)Is equal to the overall frame dimensions plus 1/4"on all sides. CMT15 3/456 CMT1856 CMT2056 CMT2456 tt CMT2656 t CMT2856' CMT3056" Any unit within each combination can be operating or stationary 0 0 m CMT15 3/4 60 CMT1860 CMT2060 CMT2460 tt CMT2660 t CMT2860" CMT3060" 2-Wide 3-Wide 4-Wide 5-Wide Joined Casement Combinations Single Unit Rough Frame Rough Frame Rough Frame Rough Frame Frame Width Co.enin Width W dth O enin Width Width O enin W dth W dth O enin Width Width 1'-53/4" T-0" 2'-111/2" 4'-53/4" 4'-51/4" 5'-111/2" 5'-11" T-51/4" 7'-43/4" 1'-8" T-41/2" 3'-4" 5'-01/2" 5'-0" 6'-81/2" 6'-8" 8'-41/2" 8'-4" 2'-D" 4'-01/2" 4'-0" 6'-01/2" 6'-0" 8'-01/2" 8'-0" 10'-01/2" 10'-0" 2'-4" 4'-81/2" 4'-8" T-01/2" 7'-0" 9'-41/2" 9'-4" 11'-81/2" 11'-8" 2'-6" 5'-0 1/2" 5'-0" T-61/2" T-6" 10'-0 1/2" 10'-0" 12'-61/2" 12'-6" 2'-8" 5'-4 1/2" 5'-4" 8'-01/2" 8'-0" 10'-8 1!2" 10'-8" 13'-41/2" 13'-4" 3-0" 6'-0112" 6'-0" 9'-01/2" 9'-0" 12'-01/2" 12'-0" 15'-01/2" 15'-0" FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/(4)1-1/4'ROOFING NAILS '•'NOT INCLUDED WITH KIT•'• 96° 96° 96" 6Z' 7/16"OSB Roof Panels 2 x 6 Eave Soffit 3/8°thick No Groove SmartSide 19/32"x 2-1/2"Vertical Door stile 124 6 Sidewall Ht. Black T-Handle 19/32"x 2-1/2"Horizontal Door Stile 3(8"No Groove Comer Trim TREATED 2 x 6 Floor Framing 24" 48°TYP24° TREATED 4 x 4 Runners 144° 144° EAVE ELEVATION w/ DOOR OFFSET SCALE 3/6°=1'-0° ,12'x 24' Braxton Garage BAS. n" ELEVATIONS ITEM # 33499 and 33624o��. M°rvm,Ml eBi82 Jlm eoem my1—]2.2D11? As Noted leool22t-te+s * 1 of 11 FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING W/(4)1-1/4"ROOFING NAILS •••NOT INCLUDED WITH KIT••• Arched Vent 12 �s 19/32 x 3-1/2"Fascia Trim 19/32 x 3-1/2'Gable Trim 19/32 x 3-1/2"Over Door Trim 19/32 x 3-1/2"Vertical Door Trim 19/32 x 3-1/2"Vertical Door Rail 3/8"No Groove Corner Tnm J"Ga Heavy-Duty Barn Pull Handle 3/8'thick No Groove SmartSide 19/32 x 3-1/2"Honzontal Door Rail 19/32 x 5-1/2"Horizontal Door Rail TREATED Li Li 2 x 6 Floor Framing TREATED 4x4 Runners GABLE ELEVATION w/ DOORS SCALE 1/2'=1'-0' BACKYARp 12'x 24' Braxton Garage PrtoDUA uc. ELEVATIONS ITEM # 33499 and 33624 A ,M,.a� �me1 "04-„ 6fiie As NOf¢d (800)T21-1&9 � 2 Or 11 FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/(4)1-1/4°ROOFING NAILS ***NOT INCLUDED WITH KIT*** 96" 96° 96" 7/16"OSB Roof Panels 2 x 6 SPF Fascia Trim 120,Z' 83" Sidewall 3/8"thick No Gro ova 3/8"No Groove SmartSide Corner Trim TREATED 2 x 6 Floor Framing 144° 144" EAVE ELEVATION w/ WINDOWS SCALE.3/8'=1'-W _ r CICYA� 12'x 24' Braxton Garage PROOUM,ILC. ELEVATIONS ITEM # 33499 and 33624 A ZZ-11 As Noted tmci a+•+e+s �* 3 0l t t FIBERGLASS SHINGLES SECURE SHINGLES TO ROOF DECKING w/(4)1-1/4°ROOFING NAILS •*•NOT INCLUDED WITH KIT"•* 1562 12 Arched Vent 6 32 3/8 N G x 4.3/4"Fascla Trim 12 8' 3/8"No Groove Comer Trim 838 3/8"thick No Groove SmartSide TREATED 2 x 6 Floor Framing Li �� 141" 144° GABLE ELEVATION SCALE'3/8"=1W rBACKYAM12'x 24' Braxton Garage PRODUCTS,LLC. ELEVATIONS ITEM # 33499 and 33624A °° w `� ° *1-11 uu. As Noted (soot ninety axsr 40(11 7/161 OSB or 3/8°EZ PANEL Gusset GLUED&NAILED with (12)6d 2°Nails 294- 288 - 2 8 24" 24° 24" 24° 24" 24" 24° 24° 24° 248 2x4 2x4SPF DBL 2 x 4 SPF Collar Ties Ra19/321 x 4° Top Plate Rafter SmartTrim 2x4SPF Overhang H H1 11 Frame 3" 51° Overhang 782 2 x 4 SPF Stud Stud 32"Opening 682°Opening 12 8 thick OSB Floor Decking 148 9g 16° 16° 16" 16° i6° 16° 16° 16° 16° 16° 16° 16" 7t 3321714"18 148 2 x 6 Treated Floor Framing 2 x 4 SPF Bottom Plate 288" EAVE SIDE WALL FRAMING w/ SIDE DOOR SCALE.3/6"=V-0" " BACICYARp12'x 24' Braxton Garage PrtoDUcrs,LLC. FRAMING EAVE WITH DOOR ITEM # 33499 and 33624 swe Ae Noted leaol sst tws mreer 5 of 11 7/16"OSB or 3/8°EZ PANEL Gusset GLUED&NAILED with (12)6d 2"Nails 28 8 277" 248" 24" 24' 24" 24" 24' 24" 24' 24" 24" 24" 248 2x4SPF 19/32"x 4" 2 x 4 Rafter Smart Trim Collar Ties TYp' DBL 2x4SPF 2 x 4 SPF Top Plate Overhang Frame Overhang 30" 2x4SPF 1 782 Stud Stud B°thick OSB Floor Decking 148 9g' 12° 12", 12" 12° 16° 18" 16" 12° 12" 12" 12" 16" 16" 16" 12" 12° 12" 12" 8' 148 2 x 6 Treated Floor Framing x 4 SPF Bottom Plate 288" EAVE SIDE WALL FRAMING w/ WINDOWS SCALE 3/8'=1'-0" BA 4;Ky 12'x 24'Braxton Garage ROouA LLC. FRAMING EAVE WITH WINDOW ITEM # 33499 and 33624 =MOENA M " ,a;� ov JM Baem JWY,2,20,7 As Noted Ieaoi ut-,we seer 8 0111 2 x 4 SPF Vert.Gable Connectors 2 x 4 SPF Rafter DBL 2 x 4 SPF Top Plate 2 x 4 SPF Over Door Cripplers 2 x 4 SPF Header 2 x 4 SPF Stud 978 Opening 782" 12 Stud 3° Opening 2 x 4 SPF Bottom Plate 8'thick OSB 2 x 6 Treated Floor Framing Floor Decking 11 --971' 11 11 141" 144" GABLE WALL FRAMING w/ DOOR SCALE 318"=1'-0" 12'x 24' Braxton Garage BACKYARD FRAMING GABLE w/DOOR PRODUCTS,LLC. ITEM # 33499 and 33624 A Monroe MI�a162 Jlm Beam JYIy 7Z,2a77 arm AS Noted (Bool alneea �* 70(11 2 x 4 Vert.Gable Connector 2 x 4 SPF Collar Tie 7715" 2 x 4 SPF Rafter DBL 2 x 4 SPF Top P 2 x 4 SPF Stud 79Z t 2 83° Stud Inner Wall Height 2 x 4 SPF Bottom Plate 2 x 6 Treated Floor Framing 8'thick OSB Floor Decking Li 16° 16° 16" 16° 16" 16° 512° 512° 16" 144° GABLE WALL FRAMING SCALE 3/8'=1'-0° 12'x 24' Braxton Garage BACKYAM FRAMING GABLE ITEM # 33499 and 33624 PeoDUcrs,tsc. 000Teme- �-`� t M A �tauw MI48tR I-"-- lm Beam July 12,2017 acne As Noted Ie0m 2z,n&e �* 8af 11 1 12°Typ. 7/16°OSB or 3/8°EZ PANEL Guss GLUED&NAILED with 2 x 4 SPF Overhang Framing (12)6d 2'Nails 2x4 P T,BOND BOARD(TYP)... SECURE BOND @ CORNERS 96" , 96" W/3-16d NAILS Treated Treated Bond `, Bond 19/321 x 4"Gable Trim I 2 x 4 SPF Ratter t 2 x 4 SPF Top Plate 2x6 P.T.JOISTS @ 12"O.C.(TYP)... j SECURE JOIST TO BOX SILL W/2-16d NAILS @ EACH JOIST 96" Treated g8 Bond 5/8'OSB OR COX TREATED PLYWOOD Treated ti SECURE FLOOR DECKING 288° Bond TO FLOOR JOIST W/8d NAILS @ 6"O C. / \ ` @ EDGES&12°O.0 @ INTERMEDIATE SUPPORTS 2 x 4 SPF Stud WLI 3/8"No Groove Siding Secured With 6d Nails ft NOTES 1.WHEN CONCRETE SLAB IS USED,THIS FLOOR FRAMING IS NOT REQUIRED 2. ALL MATERIALS AND LABOR SHALL MEET WALL SECTION FRONT 96" 96" OR EXCEED APPLICABLE LOCAL CODES. Treated Treated SCALE 1'=1'A" Bond j t Bond 3. ALL LUMBER TO BE NO.2 GRADE SPRUCE r \ \ PINE FIR OR EQUIVALENT. 01\ 1 f 4. THIS FLOOR FRAMING PLAN IS FOR THE BACKYARD PRODUCTS,LLC. 12'x 24'WIDE 1 41 BRAXTON BUILDING V \ `' 5. IN THE EVENT OF A DIMENSIONAL OR 141" MATERIAL DISCREPANCY,NOTIFY BACKYARD 144" PRODUCTS,LLC. WOOD FLOOR FRAMING SCALE'1/4'=1'-0' 12'x 24'Braxton Garage BACKYARp FLOOR FRAMING/FRONT WALL ITEM # 33499 and 33624 P�ot,�.i�r — a. ' I Ate°Mia fe R oxn Jim Beam 1.102,2017 N su,e As Noted faro)zzt-teas axEer 9 of 11 144° 16'16'--16 *-16­�-16"-�-16--t-16"—�-16"­�-16' 148' 1qg° 12" 12" NOTE FIBERGLASS SHINGLES TO BE SECURED 1�2' _ _L TO ROOF DECKING W/1 1/4"ROOF NAILS 12" 12" I' _+ 7/16'OSB Roof Decking 1� 1_ 2 x 4 SPF Reiter 1� 4 1� 12 12° 1 2 x 4 SPF Fascia 288" 12" X122"" 12„ 12" 2 x 4 SPF Top Plate +_ 8"3/ No Groove Siding 16"I � Secured With 6d Nads 16" 16" 4 2 x 4 SPF Stud 16 0 16 @ 24"0 C. 8.. - a 1�2" N \\32" m 12" a \ (J 2 12" \ a 12,X lag a 2 x 4 SPF Cripplers Abv.Door A_ - WALL SECTION ------1L—''''/' SCALE 1-1/2"=1'-0" WALL FRAMING DOOR ON GABLE END SINGLE DOOR ON EAVE OFFSET SCALE 1/4"-1'-0" 12'x 24' Braxton Garage I.CDACKYAM WALLS/SECTION PRODUCTS,LLC. ITEM # 33499 and 33624 mmammmi A Moavo"Au aetex v+ro ,Om Beam JuN 72,2077 leve M Naed ceool ua leas er 10 of 11 F 2 x 4 SPF Top Plate 0 1 SECURE ROOF DECfdNG Wl6d 7/16"OSB or 3/8"EZ PANEL Gusset GLUED&NAILED with 16"O.C. COMMON NAILS (12)6d 2"Nails Typ 2 x 4 SPF Gable Connectors 2 x 4 SPF Collar The 2 x 4 SPF Top Plate 2x4SPF Soffit Board 2 x 4 SPF Stud 144° RAFTER SECTION SCALE 1/2"=1'-0" 7/16°OSB or 3/8°EZ PANEL Gusset GLUED&NAILED WITH 2 x 4 SPF Rafter Typ (12)6d 2"NAILS 7/16"OSB ROOF PANEL I L 2 x 4 SPF Collar Tie 1SECURE COLLAR TIES TO RAFTERS W/6-6d NAILS(3 NAILS EACH RAFTER) NOTES: 1. Approved Shingles installed per manufactures instructions with 4 nails per shingle 2. If using dripedge, it must overlap 2"and be nailed every 12" max. 144" 1562 ROOF FRAMING PLAN NOTE: SCALE'1/4°=1'-0° 1 THIS ROOF PLAN IS GOOD FOR THE 12'x 24'WIDE1 2'X 24'Braxton Garage BRAXTON ONLY.ALL MATERIAL AND LABOR SHALL ��C�� ROOF/SECTION MEET OR EXCEED APPLICABLE LOCAL CODES. ITEM # 33499 and 33624 P�DUM,LLQ. ' ;d� 1 t A fWOT,�A�B162 aw JM Bwm JUIY 12.2017 wie ne Nated (enm xzt ieoe afar 110111 A PROVED AS NOTED DATE: B.P.#... Z- FEE:] i. ­,� BY:�,,., NOTIFY BUi,- DEP,,-%TMENT AT COMPLY WITH ' L CODES OF 765-1802 8 AM To 4 PM FOR THE NEW YORK STATE TOWN CODES FOLLOWING INSPECTIONS: AS REQUIRED AND ONDITIONS OF k +, FOUNDATION - TWO REQUIRED FOR POURE^ .'()NCRETE .. ' 2. ROUGH • r.- = PLUMBING 3. INSULA' IV+r. !6 '1ARD 4. FINAL j MUST 1 BE COti, ALL CONS i SHALL MEET THE k REQUIREME ' THE CODES OF NEW YORK STATE. W07 RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWFU . WITHOUT CERTIF ATE UJI OF OCCUPANCY i W ri I i " RETAIN STORM WATER RUN PURSUANT TO CHAPTER 236 Q } OF THE TOWN CODE. ELECTRICAL 1 INSPECTION REQUIRED �( TRUSS PLAc; "G REQUIRE C 'wk-o ljlh AUVA DO NO 0 D WITH FR",',' ,C IL SURVEY OF FOUN;.L 7, 1 LOCATION HAS .-EN AP ,..OVER. PON All exterior lighting c3 installed, replaced or OD repaired shall conform to Chapter 172 Of the Town Code 9 Z W 0 U 1.i.i M. Q D ` lel 0 .9T 3744 ' p4 OF NE`�� ARCHITECTURE ANTHONY PORTILLO , .A. LEED A P PROJECT: I 7"i i 71.y _ .« .' ..,: . .. .,. .... .. ^vw v.wxiart•>. - .. � w :.' ^'-.,r,.^5ww..;., y ''1 +..q. .y,arr m r.:'ec'Pw.Yw w�., yM WHITE ITE .:.. 124EVELIG SAY LAS E 254 36� STREET U11' 6ACCESSORY BUILDING °- LEAGUE CITY 7.X. 77573 BROOKLYNN .Y. 1.1.232 6105 WICKHAM AVENUE MATTITUCK, N.Y. 11952 ^9 LLC 0 : 516-214-0160 0 : 7 :16-572-474 DRAWING TITLE: TITLE PAGE PAGE: TM100 DATE: 10/18/17 1 OF 4 CARPENTRY 22. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE F A O E <E)o'o : NOTES $ SPEC 1 F 1 C.AT 1 ONS I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 815) UNLESS CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 GON5TRUGTION DOCUMENT BINDED OTHERWISE NOTED. NOTES, AND TABLES ON PAGES A-1, A-2, 4 A-3. THE FASTENING 50HEDULE T06ETHEP AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, SPECIFIES THE RE0'D NAILING FOR THE 5HEATHIN6 (ANY NAILING 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK TITLE PAGE 8 MIN. FOUNDATION EXPOSURE. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERD FORATEI SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). STRUCTURAL DF-SION LOADS GENERAL 5. 511-1-5 TO BE P.T. AND 5EGURELY FLASHED WITH A TERMITE SHIELD, AL50 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 23. COLUMN BEARING AS FOLLOWS: USE LEI LOAD FPEADLOAD] WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END &RAIN, 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL J015TS HANGERS BY "TECO" OR TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND.ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. WALL w/STEEL SHIMS 4 A MIN. 3/4„ OF NON-SHRINK 6ROUT EXTERIOR BALCONIES 60 p5f 15 p5f - I ®® GENERAL NOTES STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOL755. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY SITE PLAN 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" DECKS 40 psf 15 psf AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TING, U.O.N). (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN U.O.N. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY IN A SFfEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ �-2OO HOEDOWN ANCHOR BOLT OF THE OWNER/BUILDER -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG STRAPPING & 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. w/6" R15E 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE05 ATTICS WITH 5TORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf SHALL BE CLARIFIED WITH THE ARCHITEGT/ENOINEER BEFORE PROCEEDING SET b DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE5 A-1 THROUGH A-3. p p NAILING DETAILS WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DEMOLITION & FOUNDATION PLANS UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 5LEEPING ROOMS 30 psf 15 psf '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-I. GENERALLY, 5HEATHIN6 IS OF 1/2" THICKNESS ON WALLS AND ASPHALT ROOFING SHINGLES FLOOR & ROOF FRAMING PLANS BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING 5TAIRS 40 psf 15 psf FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN SECTION & ELEVATIONS 8. DRY WELLS AS REQUIRED APPLICABLE. SHINGLES OR APPROVED EQUAL.BY STATE AND LOCAL CODES. GUARDRAILS AND HANDRAIL5 200 psf 15 psf 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NAILIN6 AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51ME EXTERIOR WALL I2 psf FOR ATTIC w CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR OATH. APPROVED EQUAL. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT CONSTRUCTION. LLJI V PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. �-- 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S (> 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 SPECIFICATIONS. EXCEED 8'-O" AND AT EVERY RESPONSIBLE FOR DESIGN INTENT ONLY. . V 5. NAILING OF ROOFING SHALL BE TO GORE. Q 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE 'o A-2 b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL PERMITTED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS RUBBISH, WA5TE MATERIALS, TOOLS, ETC., GLEAN OLASS AND LEAVE WORK NECESSARY. 2 PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR BROOM GLEAN. 2:12 PITCHES TO 4:12 PITCHES 1'1. PROVIDE ALL NAILIN6 AND STRAPPING ADDRESSED ON PAGE5 A-1 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES CODES AND REFERENCE STANDARD: 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. AND ORDINANCES. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL GORE, AND 2015 PROPERTY 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 5PAN. MAINTENANCE CODE. THE SUB-CONTRAGTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILIN6 AND STRAPPING COMPLETION OF PROJECT. AS PER PAGE A-I THROUGH A-3. 2• REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN CONSTRUCTION MANUAL BY AF 4 PA. ARCH OAIN5 ALL CLAIMS, AND THEIR A&ENT5 AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 CH SHALL CONTAIN 25K COPPER LUMBER w/ COPPER NAPTHENATE WHI3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING TREAT LU ATTORNEYS FEES AR151N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL LU REPEATED BRUSHING, DIPPING, HI SOAKING UNTIL THE WOOD CODE. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMA6E, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL •` `"'''�`%' '"'"--` ` " IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK LUMBER MECHANICAL GORE AND 2015 INTERNATIONAL FUEL 6A5 CODE. MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, y' ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, OT WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. NFPA '10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. DESCRIPTION AREA L CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY COVERA&E EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21, LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS JOIST MGMILLIAN 1.9E MIGROLAM TOTAL LOT AREA 40,000.00 S.F. PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P51- (PARALLEL STRAND LUMBER) DENOTES HOUSE (EXISTING) 1,424.00 S.F. 3.6% BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, EXISTING DECKS 283.x0 S.F. O."I3b APPLICABLE CODES AND OOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT/ENOINEER. EXISTING SHED 240.00 S.F. 0.690 N20°16'20"w 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS - _ PROP05EM PREFAB SHED 288.00 S.F. O.-T% NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS •- PERTAINING ARE TO BE FIELD VERIFIED. TOTAL PROP. ACCESSORY BUILD. 582.00 S.F. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK ° _ TOTAL AREA O'= ALL STRUCTURES 2,235.x0 S.F. 5.63b WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. U? \ - _ MAXIMUM COVERAGE ALLOWED = 2030; 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S MAXIMUM 50. FT. ALLOWED FOR ACCESSORY BUILDING = 750 S.F. SPECIFICATIONS, UNLESS NOTED OTHERWISE. 22. PROVIDE FIREBLOCKIN6 AS PER TEXAS ACCESSIBILITY STANDARDS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. -� Z Lu FOUNDATION, CONCRETE. AND MA50NRY cj\Z 2 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT V APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF ti.i (u THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. -p' 2. ALL FOOTIN05 TO BEAR ON FIRM, VIRGIN, UNDI5TURBED 501L 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. O 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS N �u OTHERWISE NOTED 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65,U.O.N. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS *6f, UNTIL 151 TIER OF FRAMING 15 IN PLACE. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. N ter' :a ,�rr..�''"kf,�'• �: . 8. ALL OPENIN6,5 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED V SOLID WITH CONCRETE. U1 ' 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRF-551VE STRENGTH AT 28EXIST.DECK 15 ``+�,,�� DAYS OF 4,000 P.5.1., U.O.N. NOT PART OF - - ' FILING II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. -k EXIST.T�ATTO IN PROJECT: 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - Q� (1) WALL TIE PER (3) 50. FT. EXI5T.DECK 15 14, FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, NOT PART Or- MAX. rWHITE MAX. 32'-0O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ' FILIN6 EIST.X E 1 N6 T PART HOUSE ACCESSORY 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. I FROM FOOTING TO 2' ABOVE FINISH GRADE. BUILDING Ib. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES C 0-F AND INS, UNLESSOFOZDBY GT/EN6INEER. NO 6105 W I C K H A M AVENUE N U ECORETE SHALL BE PLACED t FROZEN I'7. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY MATTITUCK, N.Y. 11952 ARCHITECT/ ENGINEER. 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALL5 AND WHERE EVER APPLICABLE. LOCATION OF WING TITLE: ISA' 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN&5 ARE TO BE A EXIST.5HED "` F'"' 'y GENERAL NOTES MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ----- - CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. osmD� SITE PLAN 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED �P AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" // yd„ �✓//f DEEP 4 3'-0" BELOW GRADE. 1 LRELOGATI=PS-------- ELECTRICAL: EXISTING SHED ' PAGE: I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM '� _ ?O 'R b TO 2011 NATIONAL ELECTRIC GORE, NFPA'10 AND 2015 INTERNATIONAL ENERGY 100 CONSERVATION CODE. _ 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON _ COMPLETION OF WORK. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '72: - GENERALLY, VERIFY OR PROVIDE HARD WIRED DATE: 10/18/17 SMOKE DETECTORS w/ BATTERY BACK-UP IN: -. _ _ 20174 A. EACH SLEEPING ROOM B. OUTSIDE OF EACH SEPARATE SLEEPING SITE TY OF THEA IN THE IMMEDIATE BEDROOM6ENERALLY T1HE ALLWAY) SITE FLA�II `l G. EVERY LEVEL OF DWELLING SCALE: 1'-0" = 15'-0" (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) FA5TENINO SCHEDULE A GOSTRUGTIO ` r/= LS I$ WI E LOAD FAITH NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS E A-2 FOR AFFIN5 AND NAILINO RE GONNF-GT I ON E�=A I L_5 ANCHOR BOLT Si�EG I � I GAT 1 ONS (SEEP AN ROUGH OPEN NO FRAMNO REGUIREM Q TISR)EMENTS, ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFCM TABLES 3.2A 4 3.25, P. 112) DESCRIPTION FASTENER SPEC. FASTENER CORNER 6„_12„ FOR ALL STRUCTURES: AND QUANTITY SPACING CONDITION 5/a"(P ANCHOR BOLTS ® 3q" O.G. ROOF I$ GE I L I NC FRAM I NC RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S WOOD JO 154 NOTES: ' CEILING J015T TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER J015T �o BLOCKINGJOIST HANOE I. MIN. 7” EMBEDMENT INTO CONCRETE w/ 3 SQUARE WASHERS AND END NUT SETUP; GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL OI RDER/HEADS END TOP TWO COURSES 50LID GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) a-Ibd COMMON EACH LAP CONDITION WOOD GIRDER2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE —Q WOOD .JOIST OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END FROM ENDS AND CORNERS (TWO ® CORNERS) RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END (SEE DIAGRAM TO LEFT) 11 JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER 4. COORDINATE w/ HOLDOWN LOCATIONS WALL FRAM I NO w TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT U w TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE STUD TO STUD (FAGS-NAIL) 2-I6d COMMON 24" O.G. U J GONNEGTION DI HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" D.G. ALONG EDGES Q � WALL STUD BOTTOM PLAT TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON 4 PER STUD 5UB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1'2 PER FOOT ENDJOIST, or BLOCKING (PAGE-NAIL) DOUBLE JO 15 AT STUD TO FLOOR ASSEMBLY TO SILL FLOOR FRAMING .:q, PLATE(S) CONNECTION: '�•"` JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOR STRAP - 3 8 cI COMMON NAILS a EA. END OF STRAP (WRAP STRAP UNDER SILL PL) BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END DOUBLE JOIST FOR NON-BEARINO WALLS _2 _I6_ d COMMON NAILS BLOCKING TO SILL or < TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 51MI-50N (OR LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T EQUAL) a PLATFORM TO SILL PLATES JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST <N0 NG STUDS BAND JOIST TO J015T (END-NAIL) 3-I6d COMMON PER J015T BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON1 PER FOOT RAFTER CRIPPLE STUD ROOF SHEATH I NO HEADER N 1 N O/S TRAp I N O W 1 NDOW/DOOR HEADER SRCTURAL PANELS: (SEE ALSO GRAPHIC, ad COMMON " EDGE 12" FIELD INTERIOR ZONE THIS SECTION) ad COMMON b" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. a &ABLE JACK STUDS NOTATION: A- NUMBER OF ad NAILS a EA. END OF 5TRAPPIN6 (3.1, P. 15'7-2001) GE I L I NO SHEATHING WALL STUD B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (5.25B,P. 193 -2001) G- NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (3.230,P. 193 - AL7ERNATEP.25D,P6. 1114 -2001) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE (3.7,P. 157 3 WORK5HEET-2001) E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F, P191-2001) WALL SHEATH I NO D TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION A F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) a EA. SIDE (DOES NOT APPLY TO DOORS) G (315,P. IS 1 +f WORKSHEET -2001) STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD FASTENING SCHEDULE B 6YP5UM WALLBOARD 5d COOLERS -f" EDGE / 10" FIELD w N I NIS RES 15TANT GON5TRUGT I ON (CONNECTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 2 F [IN ACCORDANCE WITH WOOD FRAMEFLOOR SHEATH I NO (5UBFLOOR) 0 CONNECTION LOCATION: PART NUMBER: NOTES: 1fCONSTRUCTION MANUAL 2001 EDITION ff RI DOE-TO-RAFTERS 0520 ® 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: ui I" or LESS ad COMMON b" EDGE / 12" FIELD RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER ROUGH A B G D E F G GREATER THAN I" 10d COMMON b" EDGE /b" 'FIELD p OPN6 RAFTER-TO-PLATE H& or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I I 1 I I PLATE-TO-WALL STUD 0520 (9 18" APPLY TO EACH WALL STUD 4'-0" 4 I 2 2 2 2 ;; REQUIRES SILL PLATE OF 2"xb" (MIN.) b'-D" 5 I 3 3 3 3 `off Ml p 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 56 APPLY TO EACH WALL STUD REQUIRES (3) 2"x12" HDR (MIN) HEADER-TO-JACK STUD 0520 ® 12" APPLY TO EACH JACK STUD 8'-0" 7 2 3 4 4 4 ,?r �;; '''� ' A CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END q, �740�����o IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE ¢ or-, tN4 (USE WITH 5" 50UARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 5FL- I G I I 0 OF TOF FL ATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE WHITE LEENOTSPLICEH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS ACCESSORY GONTI NUOUS BUILT-Uig C I RDERS THREE OR MORE SUFi='ORTS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES BSG - BUILDING ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE BETWEEN 1/6 BUILDING MINIMUM 5PLICE'-2°•4 BUILDING MINIMUM SPLICE"•'•4 CONNECTION DESCRIPTION a 1/4 OF A DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH(FT) 6105 WICKHAM AVENUE PATTERN ASSEMBLY REQUIREMENTS: MATTITUCK N.Y. 11952 MAX.32" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER 12'-O" 2'-O"/2'-b" 12'-O" 5.-O" A (2)ROWS IOd NAILS• 12"O.G. P 51DE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 5U-PORT5, JOINTS ARE To BE LOCATED BETWEEN ONE B (3)ROWS IOd NAILS• 12"O.G. P 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-O"/3'-a" Ib'-O" 4'-O" DRAWING TITLE: INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, G (2)ROWS 1/2" m BOLTS• 12"O.G.5TA66ERED; TWO_pIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-O" 4'-O"/5'-0" 20'-O" 5'-O" HOLDOWN, ANCHOR BOLT, DBL.•ENDS TO BE JOINTED ON THE SAME 51DE OF THE SUPPORT. BUILT UP GIRDER �• MAx.32• STRAPPING D (2)ROWS I/2" m BOLTS* 16"O.G. 24'—O" 4'-0"/5'-0" 24'-o" b'—o" STRAPPING, & NAILING DETAILS NAILING: E (2)ROWS 1/2" -0 BOLTS• 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51DE 2b'-O" 5'-O"/b'-3" 2a'-O" 7'-O" BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, ROWS 5-5/6"TRUSSLOGK SCREWS• 12"O.G. d 1/4 OF A F (2)SCREWED ON(1)SIDE OF MEMBER ' , OTHERS STAGGERED WITH A DISTANCE OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL LINE; OR 51RDER5 ARE 521-0" -b O /7-b„ 5:21-01, -a O 6 (2)ROWS 5-5/5”TR155LOCK SCREWS m 16"O.G. P TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR 5GREWED ON(I)SIDE OF MEMBER PAGE: (2)Rows 3-3/8"TRUSSLOGK SCREWS• 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENOTH5 A55UME TOP PLATE-TO-TOP PLATE 36'-O" DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. H SCREWED ON(U 51DE OF MEMBER P' CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE THREE-PIECE LEN6TH5,THE NAIL 5PACIN6 SHALL BE REDUCED IN ORDER TO J (2)ROW5 5"TRUSSLOGK SCREWS o 12"O.G. BUILT UP 61RDER MAX.S2" PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O a-O /IO-O 401-0" 5GREWED ON$0TH SIDE OF MEMBER p THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS (2)ROWS 5"TRUSSLOGK SCREWS o I6.O.G. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING IN EXPOSURE B 50-01. 10-O::/12-b1: 50-O1: 13-O TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED :: K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ IN L (2)ROW5 5"TR1rSLOGK SCREWS• 24"oz. BETWEEN 1/6 A V15TANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 5.TABULATED SPLICE LEN6TH5 ARE BASED ON 5 FOOT WALL „ :: � SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A HORIZONTAL LINE. HEI&HT5 FOR OTHER WALL HEI6HB T5,H,THE TABULATED UNIT 601-01112-O /15-O bO-O Ib-O LATERAL LOADS SHALL BE MULTIPLIED BY We,; FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE „ 11 DATE: 10/18/17 3 OF 4 NOTE: �' FOUR-PIECE CIDERS ARE TO BE A55EMLED A5 SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O 1,41-0 70-O la-O 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ god NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER „ , t CONNECTION PATTERN'B'WHEN 10"OR LARGER p GIRDER. W WALL- 1.125 b0-O I b-O„ 501-011 :2:21-0-1 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE 1 WALL- 125 ANCHORING: WALL- 1.3"15 II'' .5 OFFSET FASTENERS I/2”FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P I2'WALL - 1THI5 COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR 10'-0"WALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATDE ES SHALL BE A MINIMUM OF STUD 6RAMATERIAL D GENERAL o � 0 _ EX15TINO TO BE DEMOLISHED HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN "' Iw Q CARBON MONOXIDE NEW WOOD FRAME (L.5-7. GO DETECTOR 5TL. WHENAPPLICABLE) .^ . F-- — — — — — — - - - - - - - - - — NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON SM/CO MONOXIDE DETECTOR COMBO WOOD FRAME (L.6. 5TL. w/ BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST I NEW 4" GONG. I NEW PRE B SHED BY ® FAN w/ DAMPER I SLAB ON " THICK /7 I "YARDLIN "; MODEL - 50 G.F.M. EXHAUST I GRAVEL ASE f I BRAXTO 12'X24' j MIN. (2) 2"x4" STRUCTURALFL ® P05T FOR 4" WALL5 FAN LIGHT GOMBP (MIN. (2) 2"xb" STRUCTURAL w/ DAMPER POST FOR b" WALL5), U.O.N. "`; I _ _ I PROV. DBL. NEVd I — J MONOLITHIC 4" 2X4 POST TO I SLAB. FTG. 12" RIDGE } THICK ® 12" 1 BELOW GRADE - i W EXIST. WINDOW TO BE REMOVED _ i W --------------------- I 2"X4" FRAMED WALL $ �� cr_ I I I Q I z &Xb-10X10 W.W.M. BETWEEN IENTER d UPPER � OF SLAB I I ":• �, �" DBL. 2"X&" SEC SILL i' URED IN PLACE DURING POUR I NEW 4" GONG. N O 1 EXIST. 8" BLOCK i PLATE " P. GONG. SLAB I 5 GRA N THI K� I w Q 1 I FOUNDATION TO I ,: I ( I EXISTING WOOD `q BE REMOVED n = TERMITt SHIEL 4 I I r I FRAME SHED I GRADE a � ' 1 1 ° d ° 1 (2) #4 REBAR I I p CONTINUOUS TOP +I ° 1 I I BOT. ° 4PONRGLEA BASE I ! I I COMPACT FILL I I I I I I I I b MIL VAPOR I I I PROVIDEII RI TOOD of RETARDAR I I HOT DIPPED 6ALVANIZED I ANCHOR BOLTS ® MIN. '1" L — — — — — — — - .• I NTO CONCRETE;3q" O.G. 4 I MIN. 12" FROM CORNERS; EXIST. EXIST. I EPDXY PIN INTO SLAB. f WINDOW WINDOW I I SLAE3 17ETA I L D SCALE: 5/4" = 1'-0" (u k 0 I I O D I----------------------J pp ' 0 GG i�ROi�. FOUNDATION PLAN PROF. FLOOR PLAN EXIST. J1��� DEMOLITION PLAN SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-0" NEW ROOF EXTENSION; SEE PAGE A-200 FOR NAILING NEW 2X6 HIP ROOF FINISH TO MATCH NZ. 2X6 NEW 2X6 RIDGE E IST. ROOF d EXISTING SHED EXIST. d STRAPPING SCHEDULE ROOF R.Z. - 2X4 EXTENSION WALL FRAMING — - --------- RAFTERS _TOP LE RIDGE 12 D TOP OF RIDGE 2X4 GABLE EXIST. RIDGE 12 ELEV. +11.5' �6 ELEV. +10.6' CONNECTORS 5 N O 12 I— DSL. 2X4 6LLI WALL HEIGHT TOP PLATE BTM OF FASCIA ELEV. +8.1' 1 0 ELEV. +8.0' U NOTE: __KokLL 2X4 STUD ALL IMENSIONS 4 FRAMING ELEMENTS FRAMING TAKEN FROM DRAWINGS PROVIDED BY / NEW PREFAB SHED BY x d� I I BACKYARD PRODUCTS, LLC. DRAWINGS "YARDLINE"; MODEL - 3 a I I ARE INCL. WITH THIS APPLICATION. NEW DBL BRAXTON 12'X24' ! z ( I - 2X4 SILL �; w TOP OF FLOOR DECK 2X4 BOTTOM ELEV. +I.I' ---- � FLOOR `IL PLATES TREATED PECKING TOP OF SLAB CCE® y �LEV. +05' AVO. 2X6 FLOOR FRAMING / ROI OI IT �- LEVATICN AVG. GRADE X - rr z SCALE: 1/4" - I'-O" r �` I I - 4" P. GONG. MIN. 4" THICK NEW VAPOR P.GONG. J (��•� O .�Pj NEW 21.x6" � I I SLAB GRAVEL BASE BARRIER SLAB I-O � THROUGHOUT ROOF RAFT. p MIN. j UNDERSIDE OF SLAB NEW RI61D \ INSULATION L� - -- - - - - - - -- - - - - - - - - - - - - - - - - J EXIST. 1 _ �Ofi �j��'�`� r=__ SECTION - „ --- -- TO DBL. 2X4 I I A/ 300 P05T BELOW I EXIST. 21.x6" I I SCALE: I/4" = I'-O" NEW PREFAB PROJECT: f ( ROOF RAFTERS I "BRAXTON" SHED II a II WHITE ELEVATION NOTES: ACCESSORY I. HATCHED AREA INDICATES NEW I N I I NEW PREFAB 2• NEW PREFAB SHED BY "YARDLINE';MODEL BUILDING X I "BRAXTON" SHED EXISTING SHED - BRAXTON 12'1 SEE ENGINEERING I I PLANS SUPPLIED BY YARDLINE FOR EXTERIOR FINISHES 6105 WICKHAM AVENUE EXIST. 2"xb' I I MATTITUCK, N.Y. 11952 ROOF RAFTERS PROF. R R ELEVATION EXISTING WOOD I NEW ROOF EXTENSION; SCALE: 1/4" = 1'-O" DRAWING TITLE: FRAME SHED I I � / ROOF FINISH TO EXIST. DEMOLITION & FOUNDATION PLANS ATCH 12 1 5 FLOOR & ROOF FRAMING PLANS SECTION & ELEVATIONS I � +'s PAGE: EXIST. BARN EXIST. - - - -I- - - - - - - � BOTTOM RAIL A-300 DOOR. REPAIR `�D' — — — — — — — — — — — 'h FROP. FRONT F-LE\/ATION D LA DATE: 10/18/17 4 OF 4 o Y SCALE: 1/4" = I'-O" rr0 PROF. ROOF FRAMINO FLAN PROF. LEFT F_LF_\/ATION SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-O"