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HomeMy WebLinkAboutLewis - 2395 Village Ln %ifFQ1 I.coG o y� y James Garretson,Chairperson • Town Hall Annex Anne Surchin,Vice Chair �IQl �.�0' 54375 Route 25 Donald Feder PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax (631)765-9502 Gary Parker Telephone: (631)765-1802 Edward Webb www.southoldtownny.gov Damon Rallis,Administrative Assistant Town of Southold Historic Preservation Commission RESOLUTION#10.18.16.2 October 18, 2016 Certificate of Appropriateness RE: 2395 Village Lane, Orient, SCTM# 1000-26.-1-12.1 Owner: Evan Lewis RESOLUTION: WHEREAS, 2395 Village Lane, Orient, NY is on the Town of Southold, New York State, and National Registers of Historic Structures/Places, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and WHEREAS, an application to make additions and alterations (dormer) to an existing single family dwelling was submitted to the commission on September 8, 2016, and WHEREAS, commissioners met with the applicant (Evan Lewis) and his design professional (Mark Schwartz)in a pre-submission conference on September 20, 2016, and WHEREAS, a public hearing was held on October 18, 2016; WHEREAS, the architect agreed to use Anderson"Series A"windows with simulated divided light; NOW THEREFORE BE IT RESOLVED, that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application has met the criteria for approval under Section 170-8 (A) of the Southold Town Code and, BE IT FURTHER RESOLVED, that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Surchin. SECONDER: Commissioner Grathwohl AYES: Chairman Garretson, Commissioners Harper&Feiler. NAYS: - RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Damon Peter Rallis, Application Co rdin Historic Preservation Commission --- Date: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 1, 2016 TO: Evan Lewis 2395 Village Lane Orient, NY 11957 Please take notice that your application dated September 1, 2016 For permit to make a dormer addition at Location of property: 2395 Village Lane, Orient,NY County Tax Map No. 1000- Section 26 Block 1 Lot 12.1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 170 of the Southold Town Code The proWsed construction is subject to Historic Preservation Co roval. ----- ----- ---�-- ------' ----------- ut 6rized Si tore Cc: File, HPC TOWN OF SOUTHOLD HISTORIC PRESERVATION APPLICATION Meetings are on the third Tuesday of the month at 3:00 pm in Town Hall, 53095 Main Road, Southold, NY. All applications must have a representative at the hearing in order to be re- viewed. Questions? Call Historic Preservation Commission (631) 765-1800. Date: ZCL Property Address: 9 57 Owners Name: Sections of local laws authorizing review by the Historic Preservation Commis- sion of proposed work on designated town landmark properties are in Chapter 56 of the Southold Town Code. Categories of Proposed Work ❑ Repair 0 Storm Windows & Doors ❑ Alteration X Additions & other ❑ Painting new construction ❑ Roofing ❑ Signs Please attach a detailed description of the proposed work to the application. At the earliest stage of planning of the proposed work, the applicant should contact the Chairman or Secretary of the Commission in order to establish a dialogue of the proposed work. understand and agree that no work on this request shall commence until written approval has been given by the Building Inspector if a Building Permit is required. Owner's Signature: Qle r Note: Applicants should review Commission Standards before planning work to insure that the application conforms to these requirements. 1. APPLICANT Name: Address: Telephone/email/fax: 2. PROPERTY Owner's Name: /4 U�W Address: 2 �1vl I Telephone/e-mail/fax: Tax Map Number: 1©� 12 . Date Acquired by Current Owner: Status: Local Landmark ( ) In Local'Landmark District,(,/)On National Historic Register or in NHR Dist. ( ) Use: Current: Proposed: 3. PROPOSED WORK Scope of Work: Reason for Work: Cx -9T1►J oN1 n of�-S N o IT Architect/Engineer: J ZContractor: Construction Schedule: APPLICANT/AGENT/REPRESENTATWE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and empWees The pUiMse of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is rrecessaty to avoid+same. / YOUR NAME: L G Y V 1,5 19:V A-,` t9 r—, H (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Sbuthold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted�IWsr d y of - tee- 1,& Signature U41, v. Print Name r Form TS 1 REVISIONS: 4-4-16 Permit Set 5-17-16 Rev E ev REScheck Software Version 4.6.2 9-26-16 Rev Elev10-06-16 Mise Rev 10-14-16 ReduceDorn Compliance Certificate Project Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 77771 Compliance: 0.0%Better Than Code Maximum UA: 9 Your UA: 9 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies \ ° Ceiling 1: Flat Ceiling or Scissor Truss 72 30.0 0.0 0.035 3 Wall 1:Wood Frame, 16"D.C. 41 13.0 0.0 0.082 2 124 Window 1:Vinyl/Fiberglass Frame:Double Pane 13 0.320 4 c a Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other O Q ° A' calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy V/ Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in O O O e 'a the REScheck Inspection Checklist. , Q° Q rl Name-Title Signature Date a o0 ? H 03 ,T '� <%rt1 \ r,1;�' ` _=----- -- - - -- - - -- - -- 0 0 0o v 00. %'i�� :��<,: ",p;�<I�'`✓,_ \�/ Vi-1/ Q� ��"'��. 64 . --- /\ rl`\ 14 H 1 10 i /� r•�`Iri --- !\ ,\ ,�.� , '!`ii,�,,�'' ��!!\�\ - 1 Report date: 10/14/16 �. ProectTitle: ' ❑ " �, 'r'`; Data filename:C:\PROJECTS\MKS Architect\MKS 0216 026 Lewis Resid\Lewis.rck Pagel of 1 /•'' \gyp ya'� - G'-�y, <ii.i r.\ -- _ _ _, '�:i.,i � ,_ - - - ^' 0 FREE ]Ei1H iz,`F•:-r,`,;`i\ :� -"r -�P'�%`/fr'r'� �.� -�sv� w W/zLm�:W I R E I D N C E_ r Fi GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS 1.All work shall conform to the requirements of the New York T1 GENERAL NOTES,CODE REFERENCES, ENERGY CALCULATIONS CODE ANALYSIS ENERGY NOTES ASPHALT ROOF SHINGLE NOTES State Building Code;aill work shall also conform to the FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles 9401.4, 8401.4.1, Al EXISTING PLAN$ELEVATIONS CD OCCUPANCY:Residential Single Family Detached requirements of any otlher Codes and authorities having 8402.2, 8404.1 AND 8408.1 THRU 408.3 g 1.Calculations are valid up to 5999 degree days. 1. Asphalt roof shingles shall have self-sealing strips or shall be q g A2 PROPOSED PLAN ELEVATION SECTION N jurisdiction. The Contractor shall obtain and arrange for all A3 NAILING SCHEDULE AND CONNECTOR DETAILS CO � � o interlocking and shall comply with the requirements of ASTM D-225 ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPA/WFCM Table 3.2A. REFERENCE STANDARDS: or D-3462 11Brequired permits, nspection, certificates and tests. x 2. Certified conformance for Zone . Residential Code of New York State o m ^'>~ Wood Frame Construction Manual AF PA (2001) 2.All foundations shall rest on undisturbed soil of 1 T.S.F. bearing PROTECTION AGAINST DECAY: Refer to Section R319 O a. M 3.Wood framed floors,walls and ceilings shall have an approved 2.All fasteners for asphalt roof shingles shall be galvanized steel, Climate Zone:115 capacity; contractor shlall have the level of acceptable bearing x o vapor barrier(permeance rating of 1.0 perm) installed on the stainless, aluminum, or copper roofing nails. Fasteners shall be PROTECTION AGAINST TERMITES: Refer to Section 8320 >' "5 @5 21 Degree Days:5750 "warm in winter" side of thermal insulation. minimum 12 gage shanked with a minimum 3/8"dia. head, and of sufficient strata verified in the field. z w d length to penetrate through the roofing materials and the sheathing. FLOOR SYSTEM: Shall comply with Choper 5 and AFPA/WFCM 2001 Section 3.3. DESIGN LOADS: 3.All concrete work shalll conform to requirements and 4.Windows and sliding doors shall have a max. air infiltration o Roof:20 psf ground snow loadrecommendations of ACI-318-99 "Specifications for Structural 4 rating of 0.3 CFM per square foot of window area. Swinging 3.Asphalt roof shingles shall have the minimum number of fasteners as WALL BRACING SYSTEM: Shall comply with Sections R602.8, 602.10, RE502.10.10, � Basic Wind Speed:110 mph Concrete for Buildings"'(fc'3000 psi);All exposed doors shall have a max. air infiltration rate of 0.5 CFM per required by the manufacturer. R613.2,AND R613.3 U Uplift-18.1# slabs, arae slabs,and steps shall be 3500 psi air-entrained. p square foot of door area. _garage p Dead Loads:10 psf Reinforcing steel shall conform to ASTM A-615 Grade 60. 0 4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANCHORAGE: Shoff comply with Section 9613.5 N E 5. Skylight shafts shall have a minimum insulation value of R-19. roof with no less than four(4)fasteners per strip shingle or two (2) o W Table 8301.4 4.All framing members shall be Hem-Fir#1 (Fb=975psi); .+~ Minimum Uniformly Distributed Live Loads fasteners per individual shingle. WINDOW MULLIONS: Shall comply with Section 9613.6 (in Pounds per Square Foot) 6. Garages-front, sides, doors, interior shall have max. U..40 provide(2) 2x8 header over all wall openings, unless otherwise noted. EXTERIOR WALL COVERING: Shall con 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per ply with Section 8702.1, R703.1,9703.4 Refer to Use Live Loads 7.All fireplaces hall be provided with a damper for outside shingle where the eave is 20 feet or higher above grade or where the Table R703.4 for weather-resistant Siding Attachment and Minimum Thickness. Refer to combustion air 150-200 CFM. All flues shall have light seated 5. Micro-lam girders(ML)shall be laminated veneer lumber with base wind speed is 120 mph or greater. Table 8703.5.2 for Wood Shakes or Shingles. Exterior Balconies 60 damper with a max.air leakage of 20 CFM. All fireplaces E--2,000,000 P51.Fb=2,800 PSI,as manufactured by MILLAN JOIST Mc . Decks 40 shall have tight-fitting non-combustible doors. TRUS- FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 c1)�+ Passenger Vehicle Garages 50 lfall 6. Double frame around aopenings, _ 8.The Contractor shall submit the design, size and type ofunder parallel walls and ROOF/CEILING CONSTRUCTION: Shall comply with 8801.4 and AFPA/WFCM 2001 Refer � Attic without storage 10 mechanical systems which will be used, in sufficient detail, as under bathtubs. Provide Simpson hanger connections at all to Rafter Span Tables 9802.5.10)and(2). U Attic with storage 20 required by the Building Department. flush structural load bearing conditions. O Rooms other than sleeping rooms 40 ROOF ASSEMBLIES: Shall comply with Section 8902, 8903 and 8904. P g 9.All thermostns shall be adjustible from 55 degrees to 7.All concrete block shall conform to ASTM COO; Mortar shall be Sleeping Rooms 30 85 degrees Forenheit. type"M" ROOF SLOPE: Shall comply with Section 8905.2.2 °� Stairs 40 form to the requirements of the AISC Guards and handrails 200 N 8.All steel work shall con 10.All ducts and pipes shall be insulated as required by code. q"Specifications for Design, Fabrication and Erection of ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)fasteners per strip � Structural Steel for Buildings".DEFLECTION LIMITS: 11. HVAC Contractor shall verify heat loss calculations. g ". Steel shall conform to shingle or(2)fasteners per individual shingle(8905.2.6) ASTM GRADE 36. INTERIOR FINISHES AND MATERIALS: Shall conform to the fires read and smoke-density D \�/ U Rafters with no finished ceilingattached:L/180 12.All cellar and/or basement doors shall be insulated. P Floors: V360 9.All electrical work shall conform to local NEC and Underwriters requirements of Section 8315. U) 13.The Architect certifies that to the best of his knowledge, Laboratory requirements. INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section R316. . Belief, and professional judgement that the plans are in OCT 2 0 20 <� compliance with the Energy Conservation Construction Code 10. Prefabricated fireplaces and flues shall be UL approved. GYPSUM BOARD: Shall conform to Section R702.3. of New York State.(July 3, 2002) 11. Install smoke detectors and carbon monoxide detectors in BUILDING DEFY'. accordance with all state and local code requirements. MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section 8307. TOWN OF SOUTHOLD 12.The Contractor shall verify all existing conditions before RED.q CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �E Rc starting construction and shall notify the Architect of any STAIR LANDING: Shall comply with section 8311.5.4 N5 �• ambiguities or discrepancies before proceeding with ICE SHETLD STAIRWAY: Shall comply with Section 8311.5 GROUND WIND SEISMIC SUBJECT TO D/4MAGE BY WINTER AIR the work. If any questions arise before or during construction HANDRAILS:Shall comply with Section 9311.5.6 i v UNDERLAY- FLOOD as to the intent or details of the drawings, the contractor . Q A DRAWN: JM/MS INDEX Mark Schwartz, at N * SCALE:AS NOTED SNOW (SPEED IN DESIGN FROST LINE DESIGN MENT HAZARDS FREEZING shall call the architect, (631)734-4185 for *" LOAD MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED clarification and/or instructions. If the contractor fails to JOB#: follow the above procedure, he shall assume all responsibility MOD. TO SLIGHT TO for the consequences of his actions and/or decisions. '9� X22339 0SHEET NUMBER: 20 PSF 120 _ "C" SEVERE 3'-O" HEAVY MODERATE 110 YES AE 500 `N y 13.The owner shall arrangeSOF N E lfor supervision of the construction m work to ensure compliance with the contract documents. 1 - REVISIONS: 44-16 Permit Set 10-06-16 Misc Rev i t V1 p i i w -1E —1E: :1 :IF- 77 7E -IF W � 0 -ILJLQo w 5r I r HALL H1 11 11 F-F CLOSET Or, 0� L-- IL O -� 2 EXISTING EAST ELEVATION W ------------------------------ ---------------,--------- ———— —------ ---------------------------- - 5cale:1/4"_11�„ EXISTING BEDROOM #2 11'-8"X 13'-4" ----- ---- AREA: 155.2 5q Ft Z - EXISTING BUILT-IN -- ------ BEDROOM #3 U 11'-6"X 15'-6" U AREA: 178.25 Sq Ft Q� -------- ------- ------ - -----• EXISTING EXISTING W.LG• BATH #3 e' 7-11':X 6-2" 10'-5"X AREA- 48.87 Sq Ft AREA: 72 Sq Ft EXISTING SECOND FLOOR PLAN A Scale:1/4".1'-O" 0 Cf) C � o C;-ILIL H F1 r. ° CZ EILE El�j H El �13 rn C � N q N � W C17 n EXISTING SOUTH ELEVATION N � Scale:114:'=l'-0" 0 C4 EXISTING SECTION �EtED AR Ev IN :SCC Y a DRAWN: JM/MS d * SCALE:AS NOTED (P JOB#: .9T 022339 p� F p F N E�y SHEET NUMBER: REVISIONS: 4-4-16 Permit Set 9-17-16 Rev Elev 9-26-16 Rev Elev 10-06-16 Misc Rev 10-14-16 Reduce Do i 10'-9" PROPOSED BATHROOM i DORMER ADDITION NOTES: WOOD DETAILS MATCH EXISTING FASCIA/SOFFITS TO MATCH EXISTING i +16-6"Elev iY 2nd Fir Fin Ceiling +9-0"Elev 2nd Fir. Fin Floor - - - - - - - - - - - - - - - - - - - - i i +8-0" Eley O 1 st Fir. Fin Ceiling •* IL -I- I IL I > :1E �]E -IF :11: -Tw -1 7- -1E - ' -T �]L -1L 77 w CC3 \A/ lullpz- Y 1st Fir Fin Floor HALL D❑� ❑�O O D D D ` CLOSET ^' PROPOSED EAST ELEVATION -- --------------------------- --------------- -------- -- 2 Scale:l/4"=1'-O" rA ----- — --------------------------- p-1 V1 m EXISTING - - ---- BEDROOM #2 1� 111-6"X 13'-4" r� ----------- AREA 155.2 Sq Ft ---------- w Z - -------- EXISTING BUILT-IN BEDROOM #3 AREA: 178.25 5q Ft PROPOSED BATHROOM ------------ ---- --------------------�- == ---- - ------- ---------------- p DORMER ADDITION 1 EXISTING iv W.LC• BAT 3 ���Fi -- — i9 7-11"X 6'-2" 1Ol x 6'- ARE4 4887 5q Ft EA, 72 5q Ft — - - - -- O •� INDICATES EXISTING WALLS TO REMAIN<A - _______________ INDICATES EXISTING WALLS TO BE REMOVED a EQ EQ -__-_-__- INDICATES NEW WALLS 10'-9"PROPOSED DORMER ADDITION O INDICATES SMOKE DETECTORS, ALL OF WHICH MUST — - - - - - - - - - - - - - - BE -BE INTERCONNECTED THROUGHOUT THE BUILDING AS SECOND FLOOR PLAN PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. LIE (DPROPOSED Scale:1/4'=1'-0" 0 , O INDICATES HARD-WIRED CARBON MONOXIDE FIF1171 o DETECTOR X F, . o is EFS EXHAUST FAN —FT— EIIE: :1E❑ ❑ v Q INDICATES 5/8" DIA TIE HOLD DOWNS @ ❑ V � C 01 -1 - CORNERS AND DOOR OPENINGS GREATER "I 4� THAN 5'-0" - Ln a, 235 # FIBERGLASS ROOF SHINGLES N o w 15# FELT 1/2"CDX PLYWOOD SHEATHING - 2 X 8 RIDGE CONTINUOUS RIDGE VENT PROPOSED SOUTH ELEVATION 2 X 6 ROOF RAFTERS @ 16" O.C. 3 Scale:1/4" .1'-0" SIMPSON H3 FRAMING ANCHORS @ 16" D.C. ,y ENO, v v :�� Iv r v = v . r Y v 2 X 4 COLLAR TIES @ 48" O.C. R-30 INSULATION � 2 X 6 CEILING JOISTS @ 16" O.C. ���y u 1 X 6 FASCIA BOARD 2 VENTED SOFFITS (CONTINUOUS) ; 4 THRU VENT GUTTERS $ LEADERS TO GRADE (TYP.) [ h N 1/2"GYPSUM BOARD @ CEILING SIDING TO MATCH 6'-11" 1�" 11" 2" `�—2 V Q 2 � 2" 15 # FELT r_ — - - -I- - - - ❑-- I 1/2" CD2 X 44 STUDS @H6" O.C.EATHING 1 I 12 I 12 12 I R-13 INSULATION EXISTING FLOOR JOISTS LIgV. UAV, I I I RED q R E 1/2" GYPSUM BOARD @ WALLS I WC" TyB I �5� �NJiN S C'Si� (2) 2 X 4 TOP PLATE @ 1J4" --z- I tt,� �, I 2 X 4 SOLE PLATE ,� 2 * � ���; 2 X 4 STUDS INTERIOR PARTIONS @ 162nd FLOOR 2 N " O.C. (TYP.) PROPOSED SECTION A Scale:114:'=1'-0" ❑ F.A.I. N� 02 - 9 233 �-- O OE= HOUSE TRAP FOF NEVJ� DRAWN: JM/MS WINDOW SCHEDULE C'O. TO SEPTIC SYSTEM SCALE:AS NOTED WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG# SQ. FT.GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QUANTITY 4" X.H.C.I. DRAIN LINE JOB#: Wi 5'-11%"X 2'-11��/6" 6'-O3/e"X 3'-Oyu" CASEMENT ANDERSEN C33 12.80 0.32 7.80 4.00 1 PLUMBING RISER DIAGRAM SHEET NUMBER: REVISIONS: 444 F6 Permit Set NAILING NOTES 10-0 -]6 MiscRev NAILING SCHEDULE (EXPOSURE "B") NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 3 -ad 3 -1od PER RAFTER 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 -ad 3 -10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. 4:12 17-16d 17-40d 5:12 14- 16d 14 -40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. 7:12 10 - 16d 10 - 40d 9:12 AND GREATER 6 -16d 8 -40d 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER SLOPE: 3:12 22 -16d 22 -40d REQUIREMENTS SHALL BE USED. 4.12 17-16d 17-40d 5:12 14- 16d 14 - 40d EACH LAP G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT 7:12 10 -16d 10 - 40d REQUIREMENTS SHALL BE USED. 9:12 AND GREATER 8 -16d 8 - 40d C� COLLAR TIE TO RAFTER(FACE-NAILED) RAFTER SLOPE: 3:12 7-10d 7-12d Q 4:12 6 -10d 6 -12d 5:12 4 -10d 4-12d PER TIE E D,g 6:12 AND GREATIER 4 -10d 4 -12d ,� � �FtRC U IN BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 -10d EACH END �� �� ti �C w RIM BOARD TO RAFTER END-NAILED 2 -16d 3 -16d EACH END N U ( ROOF FRAMING '� SIMPSON CS20 CONNECTOR SIMPSROOF FRAMING N� WALL FRAMING DOUBLE TOP PLATE OR (2) H2 AT ROOF DOUBLE TOP PLATE CONNED TOR 20 9�' 022339 OR (2) H2 AT SOF NE\44y Q TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 - 16d PER FOOT ROOF Q rci IrT TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5 -16d JOINTS -EACH SIDE CRIPPLE STUDS CRIPPLE STUDS U 0 un a bA STUD TO STUD (PAGE-NAILED) 2 -16d 2 - 16d 24" O.C. HEADER SIMPSON ST 2215 CONNECTOR HEADER SIMPSON O MSTC � ."..4 HEADER TO HEADER(FACE-NAILED) 16d 16d 16" Or,ALONG EDGES HEADER STUDS NOTE: HEADER STUDS CONNECTOR \ UPLIFT CONNECTION IS REQUIRED AT OVERFRAMING \ / Z TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 -16d 2 - 40d PER STUD EACH END OF HEADER AND AT BOTTOMROOF RAFTERS \ / -4"WIDER THAN \ OF HEADER STUDS IN ADDITION TO OVER FRAMING RAFTERS\ / 4'-0" M CONNECTORS AT WALL STUDS AND AT 4'-0" TO 12' " BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 - 16d 1'2 2 - 16d 1,2 PER FOOT TOP AND BOTTOM OF CRIPPLES \ II s � BOLTBLOCKING (FACE-NAILED) — — — — — — — — — — — — — EAROORAFTER FULL LENGTH SIMPSON L50 ANGLEFULL LENGTH FLOOR FRAMING I I I I I I I I WALL STUDS WALL STUDS Cm EACH OVERFRAMING I SIMPSON 5T2215 CONNECTOR RAFTER / JOIST TO SILL, TDP PLATE OR GIRDER (TOE-NAILED) 4-ad 4 -10d PER JOIST I 1 NNEUP SIMPSON OR BRIDGING TO JOIST(TOE-NAILED) 2 -8d 2 -10d EACH END QUIR MSTC28 CONNECTOR / MAIN ROOF � ROOF RAFTERS BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 - 10d EACH END HEADER TIE DOWN DETAILS .r. 38 = 1 -0" BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 -16d 4-16d EACH BLOCK FALSE VALLEY a� CONTINUOUS RIDGE VENT CONNECTION DETAIL LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4-16d EACH JOIST CONTINUOUS RIDGE VENT TRIPLE STUD \"C 2 7:O„ SIMPSON 0520 OF 1c'o"O.C. RIDGE TENSION STRAP SIMPASON C520 STRAP V 16"O.C. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 -10d PER JOIST (8)8d NAILS EA.SIDE o1 SIMPSON 0520 916"O.C. (2)16d COMMON 1- (6)8d NAILS EACH SIDE WRAPPED AROUND DOUBLE 2 X 6 NAILS C�6"O.C. FOR �1 RIDGE BEAM(SEE PLAN FOR SIZE) SILL PLATE FULL HEIGHT OF STUD BAND JOIST TO JOIST(END-NAILED) 3 -16d 4 -16d PER JOIST ROOF RAFTERS(SEE �1 RAFTER(SEE PLAN r PLAN FOR SIZE) FOR SIZE) (2)2 X 10 ROOF RAFTERS BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 -16d PER FOOT „ (8)8d NAILS (2)5/e"0 THRU-BOLTS (2) 2 X 10 SUPPORT FOR GHTS SIMPSON OF SIMPSON LIUS210-2 HANGER ROOF SHEATHING EACH SIDE OF RIDGE BEAM (SEE 5 SIMPSON"HD5A" •• EACH RAFTER PLAN FOR SIZE) (4)10d NAILS (2) /s"0 ANCHOR BOLT STRUCTURAL PANELS: PANEL INTERMEDIATE RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE O 5-0"O.C. (MIN 7' /// (2)2 X 10 SUPPORT EDGES SUPPORTSCATHEDRAL CEILING STRAP DETAIL EMBEDMENT) FOR SKYLIGHTS INTERIOR ZONE 5 8d 10d q- 6, s/a">O THRU-BOLT SIMPSON LU5210-2 � IN ACCORDANCE WITH 3.2.5.1.2001 WWF HANGER a s ALTERNATE IN LIEU OF DOLLAR TIES FOUNDATION WALL / FLOOR /// M v PERIMETER EDGE ZONE 8d 10d GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4„ z FRAMING DETAIL SKYLIGHT DETAIL ? �_ 4" 4" C5 H2 A C P� HURRICANE CLIPS O TRIPLE STUD w CEILING SHEATHING X16"O.C. SIMPSON"HD5A" o v m AC4 EACH SIDE 3 Mut GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE /10" FIELD C520 STRAP 51MPSON HD5A �" � � � CV 1G" %'0 BOLTS • v ^ a� WALL SHEATHING ,'-D" 3"x 3"x y4"5T. PLATE m -, MIN • SIMPSON AB44 E STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE -SIMPSON H2 V 16"O.G. 5/a"PJ THREADED ROD POST BASE �`' W EDGES SUPPORTS 5/a"f1J THREADED RDD SECOND FLOOR � SHEARWALL HOLDDOWN 4 X 4 POST INTERIOR ZONE 6 8d 10d 6" 6" RIDGE / TOP PLATE 4' EDGE ZONE G 8d lad 6„ 6.. CONNECTION DETAIL CANTILEVER DETAIL CONNECTION DETAILS (2)13/4"X 117a" M.L. • H FIBERBOARD PANELS: 2 X 6 WOOD CAP SIMPSON HD2A 7/16" 6d 3 - 3" EDGE/6" FIELD 2 X 4 TOP RAIL SIMPSON H210 HANGER La)16" Y2"0 LAG BOLTS Ca 16"O.C. • TRIPLE STUD 25/32" 8d 3 - 3" EDGE/6" FIELD Q TRIPLE STUD (2)16d COMMON NAILS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10" FIELD 4 X 4 WOOD POST(T 48° OD 6"O.C. FOR FULL TRIPLE STUD 2 X 4 BOTTOM RAIL HEIGHT OF STUD (2)16d COMMON NAILS 0 PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER DECKING CANTILEVER HOLDOWN DETAIL 5/e° THRU BOLTS O O.C. FOR FULL HEIGHT FLOOR SHEATHING SIMPSON H-3 HURRICANE SIMPSON HD2A OF STUD CLIPS�16"O.C. — Y�"0 LAG BOLTS Cm 16" HOLD DOWN V6"0 THRU-BOLTS � SIMPSON HD2A U Y"0 THRU-BOLT P.T. DECK JOIST VV vSIMPSON H-3 HOLD DOWN U um STRUCTURAL PANELS: D6LID 6'D K I r� HURRICANE CLIP�16" 1' OR LESS 8d 10d G" EDGE/12' FIELD L EG JOIST (8)8d NAILS @ 1't O.G. 4 GREATER THAN 1" 10d 16d G" EDGE/6" FIELD 2 Y W 111' AT POST AC4 EACH SIDE MAX ACG EACH SIDE SIMPSON 0210 WO BOLT X 24"LONG HANGER 16" SIMPSON CS20 WO BOLT X 24"LONG 4X 4 POST PORCH/RAFTER/GIRDER STRAP 916"O.C. ° SIMPSON PB44 POST BASE CONNECTION DETAIL ° ` (8)8d NAILS 1"t O.C. Q ° ° .s• ' u °a °d a oe. <q• 1 DRAWN: JM l MS ry 10"X10"X};" BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR SCALE:AS NOTED If JOB#: FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN (4):K'd X 12" LONG dd 41 a a a 4 2'-O"X 2'-0"X 1'-O" SHEET NUMBER: PORCH/DECK/JOIST ANCHOR BOLTS FOOTING(TYP) CONNECTION DETAIL FOOTING DETAIL A-3