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Home My WebLink About1000-57.-1-14 LWae CONSISTENCY ASSESS mNT FOm 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building ,Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus~ each answer must be explained in detail listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold ' s website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 5] I It~ PROJECT NAME ,~l~ {(~}~(~ L ~ {50~k9 ~;]~C~ The Application has been submitted to (check appropriate response): TownBoard ~ Planning Board [~ Building Dept. [--] BoardofTrustees'~ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Location of action: Site acreage: Present land use: If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number: Area Code (d) Application number, if any:. Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes [] No [~ If yes, which state or federal agency?. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III -Policies; Page 2 for evaluation criteria. ~Yes [~ No [K/~.Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria F~ Yes D No ~ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria [--] Yes [] No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria [--~ Yes [~ No]~ Not Applicable At~ach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ~ Yes ~] No [~Not Applicable Attach additiooal sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. [~ Yes ~-~ No ~Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in To~vn of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. Yes [] No Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section IIl- Policies; Pages 38 through 46 for evaluation criteria. [] Yes~ No ~Not Applicable Attach additional sheets if necessary t' WO NG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. Sec LWRP Section III- Policies; Pages 47 through 56 for evaluation criteria. [] Yes [] No ~Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. [] Yes [] No'Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. [] Yes [] No~ot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III -Policies; Pages 65 through 68 for evaluation criteria. [] Yes [] No ~ Not Applicable PREPARED BY ~ TITLE ~ A ~0-~ Licensed Land Surveyor Dated November 10, 1980. ~ ~ ......... ~~~' ~. ~ .. . Flood Zone ~_ ~ ~ ~/~ I PROPOSED PORCH RENOVATION = 512 S.F. +/- [% '~ ~/~- 2" ~INFALL = 0.1666C.F. IS.F. ~~?"~" , ...~.~c.,...oo~=.cu..=~.,,w.,.,.oot ~-~.~.~ , ,,c.,. ,,c.,.,v.~. :, v.,. I / ~ /--7 ~ ~ I I ,--c,_, ~ ~ ~ K~ ~ ~' ' Southhold Town J Beard of Trustees ~ = .c.,., ,... ,o.oo. SP1 i 32' - 0" EXISTING I I 5/8' ASTM 307 GRADE 60 THREADED L ANCHOR BOLTS AT 48" O.C. GROUT TO EXISTING IiJ ~ SAW CUT ,I. REM,O. VE ~E.XISiTNG CONCRETE SLAB THIS AREA ~ i pROvIDE MEW 8 x '1,6 CQRCRGTE ~0oTING AND ADJusT '~. HEIGHT T( ALIGN ND F~MING WiTH EXISTING. ~ 2x8 FLOOR JOISTS @16"mC. : EXISTING FOUNDATION -- 2 X 8 LEDGER - SPIKE TO BOX DOUBLE FLOOR JOISTS BELOW TO REMAIN BEAM WITH 1/2' DIAMETER PARALLEL PARTITIONS ABOVE LAGG BOLTS @ 16" O.C. FOUNDATION PLAN Scale: 1/4" = 1"-0'" 32'- 0" EXISTING , Equal ,~ Equal ~ _ Equal ~ Eq.al 3 - 2x10 Header 3 - ~10 Header POCKET DOOR ~ -- OFFICE ' DEN CLOSET ' ~ NEW Opening With = 4' - ~ 2,- ~10 Header. __ EXISTING KITCHEN TO REMAIN EXISTING SLIDING G~SS DOOR TO BE ANDERSON · 3~2 - NARROLINE DOUBLE HUNG WINDO. PARTIAL FLOOR PLAN TOP OF EXISTING PLATE EXISTING RAFTERS, ROOF DECKING CONTRACTOR TO SUPPORT & ADEQUATELY BRACE 0 EXISITNG STRUCTURE AS NEEDED TO ' __ ........... EXISTING FINISH TOP OF EXISTING FOUNDATION FLOOR BEYOND GRADE ~ CROSS SECTION"A-A - DEMOLITION PLAN ' ' Scale: 1/4' = 1'-0" ".'. 7." '.7." '.7 SECTION DETAIL # 1 SECTION DETAIL # 2~ D.w,.,A3 s¢.~o: 3/4" = ~.. o- sca~e: 3/4- = ~.. o- ____ ~, 'ro,' o,~ .-x,.'r,.o ,',-..'. u SHEATHING. ~, DlTr INSULATION NEW 2x4 STAGGERED NEW 2x6 STUDS { 16' O.C. z TYPICAl. STUDS I~ t6' 0.C. W! 6- W/6- R= 19 KRAFT FACED ~ NEW 2x8 FLOOR JOISTS co G .,6-- o.c. ( I ~OUND.~TION ~ ~GRADE ~ CROSS SECTION- DETAIL "A-A" Scale= 1/4' = 1'-0" ~: . A4 PROPOSED NORTH ELEVATIONS Scale 1/8" = 1' - O" PROPOSED EAST ELEVATIONS Scale 118" = 1' - 0" PROPOSED WEST ELEVATION I WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY h- .~ - N.T.S. FOR PANEL SPANS: 0 < 4'-0" WIDE · 23/32" APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD I ~'1 '~ (OVERLAP AROUND OPENINGS 4") I I,~ ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ ..~.- I # 10 x 3 (WI WASHERS) GALVANIZED OR STAIN LESS STEEL 'N~ , wood sc.~w ~,r O.C. ~["~ ~ ~ I ~ 10 TEE NUTS A~ACHED TO BLDG. W/~ 10 x 1/2 ~ ~ . MACHINE BOLT ~ 12" O.C. ~ - Mu~.~ s~c~o. ~SS~M=~: ~/~-~~ o.c. ~-.~o..o..~,~,.~.~.~ - ~~ SHUTTER ASSEMBLY ~ t' ~ ~/ 2x4 COLOR TIES IN UPPER 113 OF ROOF ~ 16" O.C. , : N .T.S. ~ ~ ~r ~ ~ FOR PANEL SPANS: 4'-0" OR WIDER ~ ROOF ~ERS TO WALL STUDS ~ ~ II ~;~ '~ I ~ ' 4-8d COM'ON HALLE IN BACH END ( F~FLOO' ~ ~[ ~ ~ i 1. r~ 23/32" APA SPAN-~TED 48/24 SHEATH'N~ ~DE PL~OOD OF I - ~' x 20 Ga. ST~ t6' O.C. OR ~ ~ ~ ~ ;1 ~ (OVE.~P A.OUNO OPEN~NGS 4") USP RTIO OR SIMPSON LTSt6 - j ', .- I I [I 2X4 STRONG BACKS ~ 24" O C HALLE PER MANUFA~U~ ~ ' ~' I ' ~ - ~ I~.. r . ~ , I ASSEMBLY: ~ I ~ Ii ~ 1). PREASSEMBLE PL~OOD TO 2x4's: ~ 10x3" (W/ WASHERS) ~/ ~, I ~-' ',~ GALVANIZED OR STAINLESS STEEL WOOD SCREW 4 - aa coaaoN ~m~ m ~c~ ~No ~1 ~ ~ I I 2). A~ACHING STRUCTU~L PANEL: FASTEN TO BUILDING W/ SIMILAR e G~LE END WALLS. OF ' 't' x 20 Ga' ST~P' ~--~ ~~' ;' ~ ' ' 10x3" (WI WASHERS) GALVAINZED OR STAINLESS STEEL ~ ~1 WOOD SCREW ~ 16" O.C. ~. sa co~o~ ~LS m ~c~ SN~ r ~, ~ 10 TEE NUTS A~ACHED TO BLDG. W/~ 10 x 1/2 o~ ~ -~" x 2o ~a. sT~ e ~s" o.c. MACHINE BOLT ~ 12" O.C. us~/s~so, LS~S 5/S". ~ PROTECTION IS REQUIRED FOR ALL G~ED AREAS. ALL Sm~;m= TO S~ ~ IN ACCORDANCE WITH ~RGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. GALVANIZED ASTM G~DE 33 CONT~CTOR MAY USE WOOD STRUCTU~L PANELS IN LIEU OF THE ABOVE MENTIONED WIN~OWS. ~m~M~M. ~p,c~ PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO ALIGN WITH WINDOW JACK POSTS, HEA~E~ + SILL P~TE. ALL CONNECTIONS SHALL COMPLY WITH NY STATE BUILDING CODE CHAPEER · 23~.9.6 LABEL LOCATIONS OF EACH PANES. R310.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. 24' MINIMUM CLEAR OPENING HEIGHT, 20' MINIMUM CLEAR OPENING WIDTH, 44' vE#7~P OF ROOFWITH mD6EVENR OR RCOPVEmTO CCOE~ MAXIMUM SILL HEIGHT. FINAL INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH ~o.oo 9- BA'i'r INSULA'~OH WITH VAPOR BARRIIER 0N WARM SIDE THEIR RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALILATIONS. .~ L~ R314 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE ~.~ TOTAL R U- I~R. 0.31 PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4-~ INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF ~PHALT R~OFING- SEE SPECIFICATION~ THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE wood CL=]~ING JOIST~. SEE FRAMING LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MAXIMUM RISER HEIGHT SHALL BE 8.25' AND THE MINIMUM TREAD WOOD P~TE~S .SEE DEPTH SHALL BE 9' IN CONFORMANCE WITH R3t4.2 MINIMUM HEADROOM SHALL BE 6'-8'. ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R303.4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH t/2 INCH GYPSUM WALLBOARD. NAlU~O SC.~U~E - ~i~MUMS - A~&~^W~CM EE~EEE~C£ R315.1 HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES, D;SCR;P~ION-~LV. CO~MON RESPECTIVELY, MEASURED VERTICALLY FROM THE NOSING OF THE TREADS SHALL BE PROVIDED ON AT #NAILS N~IL SPACING t x 3 TRIM ON ..... CIA 0N2xSF .... LEAST ONE SIDE OF STAIRWAY. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF ROOF ~ CElUN~: ~ ~OOF~,~ N~S F~ SHI,~ ~ SOrF~TW~T, co~mNuous VE~m~ ~P~C~ POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL STRUCTUP~A~- SHEATHING- 4' PERIMETER ZONE ~d 6, O.C EDGE. 6-O C FiELD ~ ~ TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A ~ mi~h ' SHEAI~ING ' 4 PERIMETER ZONE 8d 6' OC. EDGE, 6, O.C. FIELD ~ WALL SPACE OF NOT LESS THAN 1.5 INCHES BET~YEEN THE WALL AND THE HANDRAIL. THE HAND GRIP PORTION ~0 mph ~ FLUSH AND FLY;NC G~I.ES 3.8~ PER RAFTER ~ '17 O'~' FIL~ R406.t FOUNDATION DAMPROOFING: EXCEPT WHERE REQUIR£DTO BE WATERPROOFED BY SECTION R406.1&2, TYPICAL WALL SECTION COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE DATED JANUARY 1, 2007 COMPLIANCE WITH CODE BY USING W,F.C,M. WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE DESIGN METHOD. USE ~" DIAMETER x 12" - "J" BOLT @ 4'-0" QC. into FOUNDATION WITH 4" x 4" x 1/2" B.P. PLATE OVER SILL PLATE. USE 1-1/4" × 20 GAGE STRAPS @ EACH JOINT, BILL PLATE TO FIRST FLOOR WALL STUDS, 1st FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS, WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER TH[RD OF ATTIC AT 16" O,C. ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905,2.6 MINIMUM 6 FASTENERS PER SHINGLE, 30# BUILDING FELT, INSTALL PER R905.2,7 (ICE SHIELD REQUIRED FOR 1st 24" ABOVE START OF INTERIOR WALL) BUILDING CODE - TABLE R301.2 (2) WINDOWS TO MEET D,P, RATING OF 40 MINIMUM. TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS''b'c FASTENER SPACING (inches) FASTENER Panel 2 Feet _~ 4 Feet _~ 6 Feet ~ TYPE Span Panel Panel Panel < 2 Feet Span Span Span ~ 2 Feet _( 6 Feet ~ 8 Feet 2~# 6 Wood Screws 16 16 t2 9 2~# 8 Wood Screws 16 16 16 12 For SI: t inch · 25.4 mm, I foot = 304.8 mm, I pound = 0~54 kg. t mile per hour = 0~14 m/s. a. This table Is based on a maximum wind speed (3-second gust) of 130 mph and mean roof height of 33 feet or less. b. Fasteners shall be installed at opposing ends of the wood structural panel. c. Where screws are attached to masonl~ or masomy/stucco, they shall be attached utilizing vibration-resistant anchors having a minimum withdrawal capacity of 490 Founds. TABLE R301.5 MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Exterior balconies 60 Decks i 40 Passenger vehicle garages a 50 a Attics without storage b ,e 10 Attics with storage b ,e 20 Rooms other than sleeping rooms 40 Sleeping rooms 30 Stairs 40 c GuardraJls and handrails d 200 For SI: I pound per square foot = 0.0479 kN/m2, I square inch = 645 mm .2 I pound = 4.45 N a. Elevated garage floors shall be capable of suppo/tin5 a 2,000 pound load applied over a 20 square inch area. b. No storage with roof slope not over 3 units in 12 units. c. Individual stair treads shall be designed for the uniformly distributed live load or a 300-pound concentrated load acting over an area of 4 square inches, whichever produces the greater stresses. d. A single concentrated load applied in any direction at any point along the top. e. Attics constructed with wood trusses shall be designed in accordance with Section R802.10.1. f. See Section R502.2.1 for decks attached to exterior walls. ENERGY CODE COMPLIANCE STATEMENT THE PROPOSED BUILDING REPRESENTED IN THIS DOCUMENT IS CONSISTENT WITH THE BUILDING PLANS, SPECIFICATIONS, AND O~HER CALCULA~ONS SUBMITTED WITH THIS PERMIT APPUC~TION, THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE REQUIREMENTS. ALL NEW HVAC EQUIPMENT AND THE EXPANSION OF THE EXISTING BUILDING HVAC SYSTEM SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION 5(]3, AIR LEAKAGE: 502.1,4 JOINTS, PENETRATIONS, AND ALL OTHER SUCH OPENINGS IN THE I~UlLDING ENVELOPE THAT ARE SOURCES OF AIR LEAKAGE MUST BE SEALED ~ SPECIFIED IN 502.1.4.2. RECESSED LIGHTS MUST BE TYPE lC RATED AND INSTALLED WITH NO PENETRATIONS SEALED OR GASKETED TO PREVENT AIR LEAKAGE INTO THE UNCONDITIONED SPACE. VAPOR RETARDER TO BE ON THE WARIV~IN-WlNTER SIDE OF ALL NON-VENTED CEILINGS, WALLS & FLOORS. MATERIALS IDENTIFICATION; MATERIALS AND EQUIPMENT MUST BE IDENTIFIED SO THAT COMPLIANCE CAN BE DETERMINED AND MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE F~S INSTAI_LATIO N INSTRUCTIONS AND CODE. DUCT INSULATION TO CONFORM WITH SECTION 503, HEATING AND COOLING PtPING INSULATION TO CONFORM TO SECTION 503 WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES DOUBLE HUNG W~TH LOW E GL~ZING, VERIFY ALL QUANTI33ES, ROUGH OPENINGS, MULLIONS, TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWS & DOORS AND BEFORE FPJ~MING ROUGH OPENINGS. MINIMUM DESIGN PRESSURE RATING = DP3(3 FOR DOORS AND WINDOWS. WIND BORNE DEBRIS REGION. AREAS WITHIN HURRICANE PRONE REGIONS WHERE THE BASIC W~ND SPEED IS EQUAL TO OR GREA]~R THAN 120 MILES PER HOUR. R301.2,1,2 INTERNAL PRESSURE, WINDOWS IN BUILDINGS LOCATION IN WIND BORNE DEBRIS REGIONS SHALL HAVE G~ASSED OPENINGS PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1 ~96 AND OF ASTM E 1886 REFERENCED THEREIN, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 § INCH AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMI~FED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GL~ZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. A~FACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R301.2,1.2 OR SHA~L BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE. 2 -~' ~ SCREWS lB' D.C. (12' O,C, IF PANEL IS OVER 6~) SHUTTERS SHALL BE IN CONFORMANCE WiTH AMERICAN PL¥~/OOD ASSOCIATIONS DESIGN #1 - SHU~ERS FOR WOOD FRAME BUILDINGS. R807 ATTIC ACCESS: PROVIDE ATFIC ACCESS HATCH USING WEATHERSTRIPED 3/4' ~YWOOD HATCH IN 22'x 3Z' FRAMED OPENING WITH DOUBLE CEILING GISTS AND FPJ~,II NG HANGERS. 2 x 4 STUDS ~ 16' D.c. -- 4' R·13 BATT INSULATION to ALIGN WITH Existing First Floor NEW SIDING TO MATCH EXISTING ON TYVEK ON 7/t6" APA PLYWOOD SHEATHING. NEW FLOOR JOISTS (~ 16' O.C. 6' R = 19 KRAFT FACED BATT INSULATION 5/8' ASTM 307 GRADE 60 THREADED L ANCHOR BOLTS AT 48- O.C. GROUT TO EXISTING FOUNDATION (SIMPSON LBPS 1/2) CONCRETE / MASONRY FOUNDATION. -- SECTION DETAIL "B" Scale: 1/2' = 1' - 0" GRADE DAMPROOFING Drawing: A8