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Z-46013
�uFppl� Town of Southold 3/25/2025 ��o caGyc 53095 Main Rd Southold,New York 11971 PRE EXISTING CERTIFICATE OF OCCUPANCY No: 46013 Date: 3/25/2025 THIS CERTIFIES that the structure(s)located at: 800 Horton Ln, Southold SCTM#: 473889 Sec/Block/Lot: 63.-1-9 Subdivision: Filed Map No.. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 46013 dated 3/25/2025 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Dilapidated wood frame structure(former dwelling)with accessory masonry garage. Wood frame structure not to be occupied.* The certificate is issued to Grant RM Revoc Trt. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. Aut oriz Signat BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 800 Horton Ln,Southold SUFF.CO.TAX MAP NO.: 63.4-9 SUBDIVISION: NAME OF OWNER(S): Grant RM Revoc Trt. OCCUPANCY: ADMITTED BY: SOURCE OF REQUEST: Grant,Roland DATE: 3/25/2025 DWELLING: #STORIES: 2 #EXITS: 2 FOUNDATION: Brick CELLAR: Partial CRAWL SPACE: Partial BATHROOM(S): 2 u n TOILET ROOM(S): UTILITY ROOM(S): PORCH TYPE: Rear En c Wed DECK TYPE: PATIO TYPE: BREEZEWAY: FIREPLACE: 3 GARAGE: DOMESTIC HOTWATER: �0 TYPE HEATER: Radiators AIR CONDITIONING: TYPE HEAT: None WARM AIR: HOT WATER: No #BEDROOMS: 4 #KITCHENS: 1 BASEMENT TYPE: OTHER: ACCESSORY STRUCTURES: GARAGE,TYPE OF CONST: Block STORAGE,TYPE OF CONST: SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: VIOLATIONS: Foundation has collapsed in some areas.Wood frame structure should not be entered. REMARKS: INSPECTED BY: DATE OF INSPECTION: TIME START: END: ^ Suf TOWN OF SOUTHOLD—BUILDINGDEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971=0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.soutlioldtownLy.gov APPUCATIQN FOR PRf EXISTING CERTIFICATE OF OCCURANCY 'OWNER(S)•OF PROPERTY: — Name:Roland M Grant(Trustee) Date:'1-9-2025 Physical Address 800 Hortons Lane, Southold, NY 11971 SCTM#1000- 16 —1 Phone#: 516-446-0127 Email: squestlimited@aol.com Mailing Address: 800 Hortons Lane, Southold, NY 11971 :CONTACT PERSON Name: owner Mailing Address: Phone#: Email: To apply for a Pre C.O.for an existing building(prior to April 9, 1957)provide the following: • Accurate Survey • Floor Plan • $200 Fee CONSENT TO INSPECTION That the undersigned does hereby give consent to the Building Inspector of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. �k L2—-5 Owner's Signature Date 1 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at the above address,do hereby authorize to apply on my behalf to the Town of Southold Building Department-for approval as described herein. Owner's Signature Date OF SO!/TyO� # * . TOWN OF SOUTHOLD. BUILDING DEPT. cou 631-765-1802 -5 INSPECTION' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [- ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE':&'CHIMNEY [ ] -.FIRE SAFETY INSPECTION. FIRE RESISTANT CONSTRUCTION [- ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ �RE C/O [ ] RENTAL - REMARKS: 4g � � �- lion, Axbr b-4&_ DATE INSPECTOR - (fit' _ 1 O• / [ A) ■N■■■■ ■ ■■■■■■■■■ �� � ■■ ID M. Bld Extension Extensiorl Extension Foundation Both Dinette Porch Basement _ ■■..■■ti�a�i�■■■■■■■■■■��■ �It7■ ■iiiiiii i�ii i""" ■■■■■■■■N■■■■■■■■■■=NN ® Floors WallsICIA Porch I Ext. Breezeway ire Place D. Garage iType Roof Rooms Ist Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0 . IDormer Driveway Total i- I }} q TOWN F 'OUT HOLD PROPERTY 11 �Y 1� CARD ti OWNER STREET VILLAGE DIST.i SUB. LOT land � a I, 9- --FORMER OWNER N E ACR. J S W TYRE OF BUILDING f ( �7 RES. I SEAS. VL. FARM j COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS -7 -;l q1 L/ L m,4 35 . HCe f6n -f `v 'C L� zr OF jl e, 4 - fo�-c 7 e.) ? /� P zi 67-L1Z5330ag4 �; er�narnl h Leom,-d U o (p3oo �G c /o 417.1 v - Sc, O� DO 5 -44 �- �^ AGE BUILDING CONDITION ---- — -s r _ NEW ; NORMAL BELOW ABOVE - FARM Acre Value Perer Value 9/f 2 �3 ! /Z 7y' -�� �/l Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD So' <I- Goa Meadowland DEPTH Houscii,Plo I BULKHEAD Total I y, DOCK __ _ i TOWN OF U1" L EE T � �� l� CARS OWNER (STREET V11-,4,GE 1 DIST. SUB. LOT , � t r C� FORMER OWNER N E — ACR. — ---' e "I -- , S W TYPE OF BUILDING ef { RES. SEAS. I VL. FARM COMM. CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 14 3 ..* > _ E) h^.�. r2 :.p e L f f_ �f�' -_-� = aJ 3 -.ate-ih�..' fhw �_ �•'` l -�•�-_ _ --- -- - ,` 2-0 F . a AGE BUILDING CONDITION 3 NEW NORMAL BELOW ABOVEl FARM a Acre Value Per Value f I i Acre ? Tillable FRONTAGE ON WATER Woodland i FRONTAGE ON ROAD , Meadcwland DEPTH f � : HousF,`Plat_,, � � � BULKHEAD Total DOCK i 4 ' Its OR �:� �, m � TRIM - - - ,n I .. ,t i e v � f i — ie AR �. , }'` t i _ 63.-1-9 1/2014 3 ( I _ ' I i ; 9 '^ {- - - i M. Bid �— 'f �- Extensiu-n ----- — _ i Extension P ( - j I TExtension I Foundation I a— -Bath i Dinette Porch Basement Floors K. a Porch Ext. Walls `�'n''''a 6 i Interior Finish Breezeway x° Fire Place I!-{eat c DMZ. Garage !Type Roof Rums tst Floor ; BR. Patio I Recreation Room �Rooms 2nd Floor FIN. B O. B. - " t 6, I Dormer Driveway Total > off' _ ' i IJI JAN .2 1 2025 I SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD ' SUFFOLK COUNTY, MY 1000-63-01-09 �seEsMT 'p SCALE: 1'=40' N/0 SEPTEMBER 26,2011 APRIL 14, 2022 . ��LOING - C.t m Og�ONO WALL 7Gp PRE ERn U%AV- 88. 0 2N 1 CWC.WALL 476.j238•E C.LFE ON \. rn 0 4�N 37.0 v ) CyNpOt0Eqt a x / N 8,t \ UNhLW:1K 0 RETAINING WALL J BU►�NG \ AL 00RN RCA DRIVEWAY OCOVER p, KO O UN-LOCK CURB CONC.\ ps CCO O COVER y� �n R UN1- COVE ALL ALUMINIUM LANDIN CC<RdR 7C O REC.METER SLABS 4'%1K' N A UPOLE GUYWIRE WA, e P°NAO� \ O y b CONC. '�Y� ip 15.E COVER �l' Co t PAD \ a u O CONC. 29.1 COVER 2=may FR" .N TEMPORARY 20.1' HOUSE oAi B.E OFFICEJULER \ 00 = yy� q 1 enu0 24.5' Z�\ {... • WELL GR.MON. �� ANC X�X�X r N RO}• 9.9' 7 A UPOLE a � � N » . FE.COR. v 9.9' UPOLE 0.7'N .. FENCE •WELL FE.COR.k Q 1 ,KEY 0.3'S ssi Q = REBAR RR MON. { • WELL UPOLE �A` •A' = STAKE S�'• ' = TEST HOLE R ►7 • = PIPE n ■ = MONUMENT ' W YORk = WETLAND FLAG a•,AfTZ, = UTILITY POLE K* � T.AREA= 41,537 SQ.F k -:�.�OVA or 0.954 ACRES BUILDING DISTRICT.' Ll N.Y.S LIC. NO. 051132-01 ANY AL7ERA710N OR ADDIAON 70 THIS SURVEY IS A VIOLATION N.Y.S. LIC. NO. 49618 PECONIC .S VEYORS, P.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. . EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77RCA77ONS (631) 765-5020 FAX (631) 765-1797 , HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 ll-203 :} ,.r..•$�F fat `'' Town Hall Annex Town of Southold 54375 Main Road t CSs, PO Box 1179 ~ ,o t{' Pre CO Inspection Survey Southold, NY 11971-1179 y ��- Te1: 631-765-1802 �.> viol � �a '� • .,'� ' ` � `. � ,:�''r; a �Propertyan o FSCTM # 3-�-q _ Date Address 0Z f7�R- �lS Hamlet _': aV /d ............ _. _ _�1...__._.,......_._... _ ........ _. ._._..._._._._._.._ _ _ ._....... .... Property Type .1;7/0 Occupied O Prior Permits gam- 38S /S Inspector J . Structure Type of Construction: Number of Stories: A, w,OK-di,A2_ G FoundatiOn Type: /3�Q/!� Exterior Access: ]//Gp Full Basements Q�2.1 Crawl Space: �R RZ-� Finished: a Garage �G_......._.__._.. Breezeway: ._.. __.. Entry Porch: Exterior Deck: Patio: Mudroom: __-._ Building Systems �.. Heat Source. 25 Fuel Type: ff I lectric Panel: /cf0 Hot Water: /U0 ,E._..._...... AC Fireplace Condition of Property Building Interior: � Building Exterior: �. Property clean, maintained &safe: p Fencing: .. -. Interior Components Rooms[Floor.Levels Sub 1 2 3 Safe_ty Items: Kitchen / Number of Exits...........-� / ........ Living Rooms _.._� _. .. 1..____... .... ._.-,Smoke Detectors^�_`.__ _._._...._.--- Bedrooms Carbon Monoxides Bathrooms �, / / Guards& Handrails. Toilet Rooms l !Egress within Bedrooms: _..�UtilityRooms .Fire Extin uishers Entry Areas _ _ 1._.... 1 .. . . .. ..._.. '1 'OTHER _ Accessory Structures: Garage: Construction: Foundation: _._......._.--------_.... ._. _..___.. Barn: Construction: Foundation: i ....___. __.._.__..........__ ... -_ .__._.._.-_--.__.... .._..__.. .__...... ....... _..._.. Shed: Construction: Foundation: Sleep Quarters: Kitchen Facilities: Plumbing: t ___.. ._.. .- .-__........._.._._......__.__________._.._._._____..__.....___...._.._.-_._..-_ Swimming Pool: Comments: �. ... �ust Ili Ma- is . ,I-A._, SOMe-._._. aweea 5 .__._._goA4,0- 2-00MS . ..A0�.. Access/ �/.c.._.. key-Vse-_.. . &444 Co,vt ovreK fs h.we 1�Qe� .._�,2tito✓QaC. ,(ALL GL ...... Al 7?/12c ... ,Qe-t roaeg�e..__ . had cc he heeK "'� ov��l..__._ .. .. -- - _. _.... _. �.<.. ,...�,.0 Violations:g���� u __ _..................._......._._......._._.__......... ......_. . -_. .. _.... ........__.._-__-- --------__ ....._.__.__________._.._...__............ .. ...._._..._... .._ _. ._.._.._._._._.__ _... _.._......_.____.-__.....__.._.__.._..... .. .- e 14g '°�' � 8U10*"' 0 "_ft0RT0NS 7 N cos WALL O � �41,INKFENCON 2, 36» � Ex SOUTHOLD NY 119� 1 g°� Plot Plan Map: 1000 Section: 063.00 Block: 01.00 Lot: 009.000 Building EXST. cU� 3-7 .0 Existing Rebuilt Proposed Total Footprint 29.12 �`' EXISTING Lot 41,537 s.f. --- --- 41,537 s.f. GARAGE Two-Story House 1,202 s.f. --- --- 19202 s.f. 1,202 s.f. Porch --- 678 s.f. --- 678 s.f. 678 s.f. EXST. RCA O° Garage 984 s.f. --- --- 984 s.f. 984 s.f. Z DRIVEWAY ExsT. METAL00 Mobile Home 840 s.f. --- --- 840 s.f. 840 s.f. O COVER Temp. Office 431 s.f. --- --- 431 s.f. 431 s.f. c�9 O 1 N Q covEx olvc. OJ Total: 4,135 s.f. DST. XST. URB Zoning - Town of Southold z EX T.EL CITRIC Zone: Residential - A Requried Existing Proposed ME ER EXSTCOVER O Height Max. 35 --- 26.66' EXST.RCA DRIVEWAY r Min. --- 24.14' --- o r- BE REMOVED T. PORCH T O Front Yard 1 Front Yard (Porch) Min. --- 14.6' ( ) - --- C I \_ ExsT. colvc. PROPOSED FOUNDA z Q Side Yard Min. 20 77.32 . 6 O ovER � � � Q� � � �• , ��,,., , � � REPLACE D REPAIR 22 � Side Yard (Porch) Min. 20' 68.39' --- I O ~a TO EXI G 2 STORY 1� Combined Side Yard Min. 40' 217.5' --- , EXST.CONIC. w ME DWELLING °� S Rear Yard Min. 70' 89.36' --- I COVER c ' O 29:1 Lot Coverage Max. 30% 9.9% ___ I ` v EXISTING Q TEMPORARY OFFICE 2 0.100 PR OPO ED CELLAR 2�•1� ca 2 4.51 ENTRA CE It 0 Drawing List O A001 Plot Plan J PREVIOUSLYREMOVED N A002 State Notes i �z WRAP-AROUND PORCH TO U QICUz BEREBUILT °EXST. WELL v v A003 General Notes A 101 Foundation Plan and Details A 102 Floor Plans A 103 Attic and Roof Plans i CO011 A104 Elevations � tFE�c� z w0�` L & � A 105 Elevations (� ono a *- " u __0000\ i j"` m Energy Compliance Statement >> 9• 910 °� yfr To the best of my knowledge, belief, and professional judgement, these places i z 0 , ct and/ors specifications are in compliance with the 2018 I.E.C.0 & 2020 I S� 6 ` EXST. RCA DRIVEWAY ` p p EXISTING N.Y.S.E.C.C. MOBILE HOME 00 Ir Design Criteria g ° � Z There plans are designed in accordance with the codes listed below. These plans \� -� a z shall be used as a guide in conjunction with these codes and manuals. Where �� O 4 3 .� there is a discrepancy between the plans and code, the code shall supercede. �� �� Ln N Building Code of New York State (2020) Residential Code of'New York State (2020) 9. 9' Existing Building Code of New York State (2020) �� OZ 3, QI Plumbing Code of New York State (2020) �� �9 ti al Mechanical Code of New York State (2020) 01 F,S,'' �' o Z EnergyConservation Construction Code of New York State 2020 \��O �� ' ��c� ( ) � � 1 0 7� 2020 o York ate x Fire Code of New o St ( ) o Mechanical Code of New York State (2020) p� o Fuel Gas Code of New York State (2020) ` o Z ° Property Maintenance Code of New York State (2020) 1 EXST. WELL ° 9 Wind Speed (3 Sec. Gust): 130 M.P.H. Exposure: 'B' -I S� 0 o Structure Type: Enclosed x yp Table R3 01 .2 (1 ) Climactic and Geographic Desi n Criteriag , 00 Ice Barrier Ground Snow Wind Design Seismic Design Subject to Damage From Winter Design Air Freezing Mean Annual 3 _ Underlayment Flood Hazards Load Topographic Special Wind Windborne Debris Category Temp. Index Temp. Q Speed(MPH) Weathering Frost Depth Termite Required 'o. l _ Effects Region Zone h—� 20 psf 130 No No I Mile from coast B Severe B.O.F. 3' Moderate to Heavy See Below Yes See FIRM Map call Plans 51° F O / (s Examiner Office Manual J Design Criteria PLOT PLAN 7 SCALE: 1/16"=1' / / O Elevation Latitude Winter Heating Summer Cooling Altitude Factor Indoor Design Temperature Design Temperature Cooling Heating Temperature Q Difference 108 FT 410 N 15° F 86° F 1.00 70° F 75 ° F 55° F ' N CoolingTemperature p 'Wind Velocity Heating Wind Velocity Cooling Coincident Wet Bulb Daily Range Winter Humidity Summer Humidity --- bn o Difference Z 11 ° F 15 MPH 7.5 MPH 72° F Medium (M) 40% 32 gr @ 50% RH --- 3 U Q 2020 - RESIDENTIAL CODE OF NEW YORK STATE SECTION 314-SMOKE ALARMS R317.1.3 GEOGRAPHICAL AREA N1103.3.2 SEALNG(MANDATORY) E3901.3.1 OTHER OUTLETS PROHIBITED Exception:A receptacle outlet shall not be required for the servicing of SECTION R303-LIGHT,VENTILATION,AND HEATING R314.2 WHERE REQUIRED In geographical areas where experience has demonstrated a specific need, Ducts,air handlers and filter boxes shall be sealed.Joints and seams shall The two or more small-appliance branch circuits specified in Section E3901.3 evaporative coolers. Smoke alarms shall be provided in accordance with this section. approved naturally durable or pressure-preservative-treated wood shall be comply with either the International Mechanical Code or Section M1601.4.1 of this shall serve no other outlets. R303.4 MECHANICAL VENTILATION used for those portions of wood members that form the structural supports of code,as applicable. R314.2.1 NEW CONSTRUCTION Exceptions: Where the air infiltration rate of dwelling unit is 5 ar exchanges per hour or less buildings,balconies,porches or similar permanent building appurtenances Exceptions: where tested with a blower door at a pressure of 0.2 inch W.C.in accordance with Smoke alarms shall be provided in dwelling units. when those members are exposed to the weather without adequate protection 1. A receptacle installed solely for the electrical supply to and support of an Section N1102.4.1.2,the dwelling unit shall be provided with a whole-house R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS from a roof,eave,overhang or other covering that would prevent moisture or 1. Air-permeable sp-ay foam products shall be permitted to be applied without electric clock in any rooms specified in Section E3901.3 mechanical ventilation in accordance with Section M'505.4. water accumulation on the surface or at joints between members.Depending additional joint seals. 2. Receptacles installed to provide power for supplemental equipment and Existing dwellings undergoing repair,alteration,change of occupancy, on local experience, such members may include: 2.For ducts having a static pressure classification of less than 2 inches of water lighting on gas-fired ranges,ovens,and counter-mounted cooking units. R303.7 INTERIOR STAIRWAY ILLUMINATION addition or relocation shall be provided with smoke alarms as required by 1. Horizontal members such as girders,joists and decking. column,additional closure systems shall not be required for continuously Interior stairways shall be provided with an artificial light source to illuminate the Appendix J. welded joints and seams,and locking-type joints and seams of other than the landings and treads.The light source shall be capable of illuminating treads and 2. Vertical members such as posts,poles and columns. E3901.3.2 LIMITATIONS R314.2.3 ATTACHED GARAGES snap-lock and button-types. landings to levels of not less than 1 foot-candle as mersured at the center of treads 3. Both horizontal and vertical members. Receptacles installed in a kitchen to serve countertop surfaces shall be supplied and landings.There shall be a wall switch at each floor level to control the light Heat detection rated for ambient outdoor temperatures shall be installed in Nl 103.3.2.1 SEALED AIR HANDLER P P PP new garages that are attached to or located within new and existing dwellings. P P by not less than two small-appliance branch circuits,either or both of which Heat detection shall be installed in a central location and in accordance with SECTION 905-REQUIREMENTS FOR ROOF COVERING source where the stairway has six or more risers. Air handlers shall have a manufacturers designation for an air leakage of no shall also be permitted to supply Y receptacle tacle outlets in the same kitchen and in R303.10 REQUIRED HEATING more than 2 percent of the design air flow rate when tested in accordance the manufacturer's instructions. other rooms specified in Section E3901.3.Additional small-appliance branch Where the winter design temperature in Table R301.2(1)is below 60 degrees F, R314.3 LOCATION R905.1 ROOF COVERING APPLICATION with ASHRAE 193. circuits shall be permitted to supply receptacle outlets in the kitchen and other every dwelling unit shall be provided with heating facilities capable of maintaining a Roof coverings shall be applied in accordance with the applicable provisions of this N1103.3.3 DUCT TESTING(MANDATORY) rooms specified in Section E3901.3.A small-appliance branch circuit shall not room temperature of not less than 68 degrees F at a point 3 feet above the floor and 2 Smoke alarms shall be installed in the following locations: section and the manufacturer's installation instructions.Unless otherwise specified in Ducts shall be pressure tested to determine air leakage by one of the following serve more than one kitchen. feet from exterior walls in habitable rooms at the design temperature. The installation 1. In each sleeping room. this section,roof coverings shall be installed to resist the component and cladding methods: E3901.4 COUNTERTOP AND WORK SURFACE RECEPTACLES of one or more portable space heaters shall not be used to achieve compliance with loads specified in Table R301.2(2),adjusted for height and exposure in accordance 2. Outside each separate sleeping area in the immediate vicinity of the with Table R301.2(3) 1. Rough-In Test: Total leakage shall be measured with a pressure differential In kitchens.Pantries,breakfast rooms,dining rooms and similar areas of the dweeling this section. bedrooms. of 0.1 inch w.g.across the system,including the manufacturer's air handler unites,receptacle outlets for countertop spaces shall be installed in accordance with R905.2 ASPHALT SHINGLES 3. On each additional story of the dwelling,including basements and habitable enclosure if installed at the time of the test.All registers shall be taped or Section E3901.4.1 through E3901.4.5 SECTION R306-ACCESS AND SERVICE SPACE attics and not including crawl spaces and uninhabitable attics.In dwellings or The installation of asphalt shingles shall comply with the provisions of this section. otherwise sealed during the test. E3901.4.1 WALL COUNTERTOP SPACE dwelling units with split levels and without an intervening door between the R905.2.5 FASTENERS 2.Postconstruction Test:Total leakage shall be measured with pressure A receptacle outlet shall be installed at each wall countertop space 12 inches or R306.1 ACCESS P P P en adjacent levels,a smoke alarm installed on the upper level shall suffice for .differential 0I inch w.g. across the entire system,including the Fasteners for asphalt shingles shall be galvanized steel,aluminum,or copper wider.Receptacle outlets shall be installed so that no point along the wall line is z Appliances,control devices,heat exchangers and HVAC system components that the adjacent lower level provided that the lower level is less than one full t h t manufacturer's air handler enclosure.Registers shall be aped or otherwise roofing nails,minimum 12-gage shank with a minimum 3/8 inch diameter head, more than 24 inches,measured horizontally from a receptacle outlet in that � utilize energy shall be accessible for inspection,service,repair and replacement story below the upper level. complying with ASTM F 1667,of a length to penetrate through the roofing sealed during the test. space. Cn without disabling the function of afire-resistant-rated assembly or removing 4.Smoke alarms shall be installed not less than 3 feet horizontally from the door materials and not less than'/4 inch into the roof sheathing.Where the roof Exception:A duct air leakage test shall not be required where the ducts and > r- permanent construction other appliances,venting systems or any other piping or , Exception:Receptacle outlets shall not be required on a wall directly o or opening of a bathroom that contains a bathtub or shower unless this would sheathing is less than /4 inch thick,the fasteners shall penetrate through the air handlers are located entirely within the building envelope. behind aran ecounter-mounted cooking unit or sink in the installation '0 ducts not connected to the appliance being inspected,serviced,repaired or replaced. g " prevent placement of a smoke alarm required by Section R314.3. sheathing. g .-. A level working space not less than 30 inches deep and the height of the appliance, NI 103.3.4 DUCT LEAKAGE(PRESCRIPTIVE) described in Figure E3901.4.I. rn ,, but not less than 30 inches,is resent at the front or service side of the a liance with R314.3.1 INSTALLATION NEAR COOKING APPLIANCES R905.2.6 ATTACHMENT F,, Ln p PP The total leakage of the ducts,where measured in accordance with Section E3901.4.2 ISLAND COUNTERTOP SPACES U At least one receptacle outlet shall be installed at each island countertop space Z the door open. Smoke alarms shall not be installed in the following locations unless this Asphalt shingles shall have a minimum number of fasteners required by the N1103.3.3,shall be as follows: O Q R306.2 APPLIANCES IN ROOMS would prevent placement of a smoke alarm in a location required by Section manufacturer,but not less than four fasteners per strip shingle or two fasteners 1. Rough-in Test:The total leakage shall be less than or equal to 4 cubic feet per with a long dimension of 24 inches or greater and a short dimension of 12 W R314.3. per individual shingle.Where the roof slope exceeds 21 units vertical in 12 units � Rooms containing appliances shall be provided with a door and an unobstructed minute per 100 square feet of coniditoned floor area where the air handler is inches or greater. horizontal(21:12),shingles shall be installed as required by the manufacturer. > measurin not less than 36 inches wide and 80 inches hi 1. Ionization smoke alarms shall not be installed less than 20 feet horizontally installed at the time of the test.Where the air handler is not installed at the (z) passageway g �• E3901.4.3 PENINSULAR COUNTERTOP SPACES z from a permanently installed cooking appliance. SECTION R406-FOUNDATION WATERPROOFING AND DAMP PROOFING time of the test,the total air leakageshall be less than or equal to 3 cubic feet Exception: Within a dwelling unit,appliances installed in a compartment, At least one receptacle outlet shall be installed at each peninsular countertop W alcove,basement or similar space shall be accessed b an opening or door and an 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING per minute per 100 square feet of conditioned area. O P Y P g space with a long dimension of 24 inches or greater and a short dimension of 12 unobstructed passageway measuring not less than 24 inches wide and large enough to less than 10 feet horizontally from a permanently installed cooking appliance. Except where required by Section R406.2 to be waterproofed,foundation walls that 2•Postconstruction Test:Total air leakage shall be less than or equal to 4 cubic inches or greater.A peninsular countertop it measured from the connecting allow removal of the largest appliance in the space provided that a level service space 3. Photelectric smoke alarms shall not be installed less than 6 feet horizontally retain earth and enclose interior spaces and floors below grade shall be dampproofed feet per minute per 100 square feet of conditioned floor area. edge. Q not less than 30 inches deep and the height of the appliance,but not less than 30 from a permanently installed cooking appliance. from the higher of(a)the top of the footing or(b)6 inches below the basement floor, N1103.3.5 BUILDING CAVITIES(MANDATORY) E3901.4.4 SEPARATE SPACES inches,is present at the front or service side of the appliance with the door open. to the finished grade.Masonry walls shall have not less than 3/8 inch Portland R314.4 INTERCONNECTION Building framing cavities shall not be used as ducts or plenums. Countertop spaces separated b range tops,refrigerators, cement parging applied to the exterior of the wall.The parging shall be dampproofed P P P Y g P , g ,or sinks shall be Where more than one smoke alarm is required to be installed within an individual in c accordance with one of the following: N1103.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY) considered as separate countertop spaces in applying the requirements of SECTION R310-EMERGENCY ESCAPE AND RESCUE OPENINGS dwelling unit in accordance with Section R314.3,the alarm device shall be Sections E3901.4.1 E3901.4.2 and E3901.4.3.Where a range, It It 1. Bituminous Coating Mechanical system piping capable of carrying fluids above 105 degrees F or below N N R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED interconnected in such a manner that the actuation of one alarm will activate all of the counter-mounted cooking unit,or sink is installed in an island or peninsular o 0 Q 55 degrees F shall be insulated to a minimum of R-3. N N Basements,habitable attics and eve sleeping room shall have not less than one alarms in the individual dwelling unit.Physical interconnection of smoke alarms shall 2.Three pounds per square yard of acrylic modified cement. countertop and the depth of the countertop behind the range,counter-mounted „ every P g not be required where listed wireless alarms are installed and all alarms sound upon N1103.4.1 PROTECTION OF PIPING INSULATION cooking unit,or sink is less than 12 inches,the range,counter-mounted cooking O (= � V operable emergency escape and rescue opening.Where basements contain one or 3. One-eighth-inch coat of surface bonding cement complying with ASTM C ^ � cn p activation of one alarm. Pi in insulation ex exposed to the weather shall be rotected from dams a unit,or sink has divided the countertop space into two separate countertop P- o " �4 more sleeping rooms,an emergency escape and rescue opening shall open directly 887• Piping P P damage, It cu Q) Z into a public way,or to a and or court that opens to a public way See code section Exception: Smoke alarms and alarms installed to satisfy R314.4.1 shall not be including that caused by sunlight,moisture,equipment maintenance and wind,and spaces as defined in Section E3901.4.4.Each separate countertop space shall ,1 " 'c -0 v, P Y Y P P Y- p 4.Any material permitted for waterproofing in Section R406.2. E E Q for exceptions. required to be interconnected to existing smoke alarms where such smoke shall provide shielding from solar radiation that can cause degradation of the comply with the applicable requirements of this section. U p ) V alarms are not interconnected or where such new smoke alarm or alarm is not 5. Other approved methods or materials. material.Adhesive tape shall not be permitted. E3901.4.5 RECEPTACLE OUTLET LOCATION p Q a� Q z R310.2.1 MINIMUM OPENING AREA V � b capable of being interconnected to the existing smoke alarms. Exception:Parging of unit masonry walls is not required where a material is N1103.5 SERVICE HOT WATER SYSTEMS Receptacle outlets shall be located not more than 20 inches above the -r--) - Emergency and escape rescue opening shall have a net clear opening of not less than approved for direct application to the masonry. U ) k a Ix 5.7 square feet.The net clear dimensions required by this section shall be obtained by R315.5 COMBINATION ALARMS PP PP Energy conservation measures for service hot water systems shall be in accordance countertop.Receptacle outlet assemblies installed in countertops shall be listed Concrete walls shall be dam roofed b applying an one of the listed with Sections N1103.5.1 through N1103.5.4. for the application.Receptacle outlets shall not be installed in a face-up position the normal operation of the emergency escape and rescue opening from the inside. Combination smoke and carbon monoxide alarms shall be permitted to be used in PP Y Y g +-J fs, The net clear height opening shall be not less than 24 inches and the net clear width lieu of smoke alarms. dampproofing materials or any one of the waterproofing materials listed in N1103.5.1 HEATED WATER CIRCULATION AND TEMPERATURE in the work surfaces or countertops.Receptacle outlets rendered not readily • r--4 rA Section R406.2 to the exterior of the wall. accessible by appliances fastened in place,aplliance garages,sinks or rangetops �j M shall be not less than 20 inches-See code section for exceptions. MAINTENANCE SYSTEMS(MANDATORY) as addressed in Section E3901.4.1,or appliances occupying dedicated space V o R310.2.2 WINDOW SILL HEIGHT R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING Heated water circulations stems shall be in accordance with Section shall be considered as these required outlets. SECTION 315-CARBON MONOXIDE ALARMS Y q � � # �� Where a window is provided ago the emergency escape and rescue opening,it shall In areas where a high-water table or other severe soil-water conditions are known to R1103.5.1.1.Heat trace temperature maintenance systems shall be in accordance Z p R315.2 WHERE REQUIRED Exception:Receptacle outlets shall be permitted to be mounted not more G { have a sill height not more than 44 inches above the floor;where the sill height is exist,exterior foundation walls that retain earth and enclose interior spaces and floors with Section R1103.5.1.2.Automatic controls,temperature sensors and pumps shall c V x b g than 12 inches below the countertop in construction designed for the r___4 I t below grade,is shall be provided with a window well in accordance with Section Carbon Monoxide Detectors shall be provided in accordance with Section 915 of the below grade shall be waterproofed from the higher of(a)the top of the footing or(b) be accessible.Manual controls shall be readily accessible. S w �:. � , g , p physically impaired and for the island and peninsular countertops where Fire Code of New York State. 6 inches below the top of the basement floor,to the finished grade.Walls shall be � < u, �' 4 the countertop is flat across the entire surface and there are no means to r� 00 :. �> p FIRE CODE Section 915.3.1 waterproofed in accordance with one of the following: .r..t .-, p °� r` SECTION E3901 -RECEPTACLE OUTLETS mount a receptacle within 20 inches above the countertop,such asin an , d, nA" R310.2.5 REPLACEMENT WINDOWS 1. Two-ply hot mopped felts. .> Z� sr Carbon Monoxide detection shall be installed in residential buildings and P Y pp overhead cabinet.Receptacles mounted below the countertop in accordance o� � �• E3901.1 GENERAL o �i Ca Replacement windows installed in buildings meeting the scope of this code shall be commercial buildings in all rooms,occupiabic spaces,dwelling units,sleeping areas, 2. Fifty-five-pound roll roofing. with this exception shall not be located where the countertop extends more cn 0.! exempt from the maximum sill height requirements of Section R310.1 and Sections and sleeping units that contain a fuel-burning appliance. Outlets for receptacles rated at 125 volts, 15-and 20-amperes shall be provided in than 6 inches beyond its support base. (A ' 3. Six-mil polyvinyl chloride. R310.2.1 and R310.2.2,provided the replacement window meets the following accordance with Sections E3901.2 through E3901.I 1.Receptacle outlets required by E3901.5 APPLIANCE RECEPTACLE OUTLETS ' � conditions: Exception: 4.Six-mil polyethylene. this section shall be in addition to any receptacle that is: r"� `n Px Appliance receptacle outlets installed for specific appliances,such as laundry Q __41 1. The replacement window is the manufacturer's largest standard size window 5. Forty-mil polymer-modified asphalt. 1. Part of a luminaire or appliance; equipment,shall be installed within 6 feet of the intended location of the .- that will fit within the existing frame or existing rough opening.The 1.In sleeping areas and sleeping units where a fuel-burning appliance is 6. Sixty-mil flexible polymer cement. 2. Located within cabinets or cupboards; appliance. (� .-� a� replacement window of the same operating style as the existing window or a located in an attached bedroom,utility room,closet,or space,a carbon '„� � w style that provides for an equal or greater opening area then the existing monoxide detector shall be installed in a central or otherwise approved 7. One-eighth-inch cement based,fiber-reinforced,waterproof coating. 3. Controlled by a wall switch in accordance with Section E3903.2,Exception 1; E3901.6 BATHROOM M `" location in the sleeping area or sleeping unit. or o window. 8. Sixty-mil solvent-free liquid-applied synthetic rubber. At least one wall receptacle outlet shall be installed in bathrooms and such 4t ,= 2.In dwelling units and sleeping units where afuel-burning appliance is 4.Located over 5.5 feet above the floor. outlet shall be located within 36 inches of the outside edge of each lavatory M 2.The replacement window is not part of a change of occupancy. located in a kitchen or kitchenette,a carbon monoxide detector shall be Exception: Organic-solvent-based products such as hydrocarbons, R310.5 DWELLING ADDITIONS installed outside the sleeping areas and within 10 feet of the entrance to the chlorinated hydrocarbons,ketones and esters shall not be used for ICF walls Permanently installed electric baseboard heaters equipped with factory-installed basin. The receptacle outlet shall be located d a wall or partition that s C/1 '-� Z with expandedpolystyrene form material.Use of plastic roofing cements receptacle outlets outlets provided as a separate assembly b the baseboard adjacent to the lavatory basin location,located on the countertop,or installed on oA sleeping areas. P P g P , P P Y Y Where dwelling additions occur that contain sleeping rooms,an emergency escape acrylic coatings,latex coatings,mortars and ar in s to seal ICF walls is manufacturer shall be permitted as required outlets or outlets for the walls ace the side or face of the basin cabinet.The receptacle shall be located not more and rescue opening shall be provided in each new sleeping room.Where dwelling permitted.Cold-setting asphalt or hot asphalt shall conform to Type C of utilized by such permanently installed heaters.Such receptacle outlets shall not be than 12 inches below the top of the basin. additions occur that have basements an emer enc esca a and rescue o enin shall SECTION R317-PROTECTION OF WOOD AND WOOD-BASED N , g Y P P g PRODUCTS AGAINST DECAY ASTM D 449.Hot asphalt shall be applied at a temperature of less then 200 connected to the heater circuits. (210.52) Receptacle outlets shall not be installed in the face-up position in the work be provided in the new basement. degrees F. surfaces or countertops in a bathroom basin location.Receptacle outlet R317.1 LOCATION REQUIRED E3901.2 GENERAL assemblies pn countertops s e application. p Exceptions: Q blies installed in be listed for the lii ,I All joints in membrane waterproofing shall be lapped and sealed with an r--+ Protection of wood and wood-based products from decay shall be provided in the In every kitchen,family room,dining room,living room,parlor,library,den,sun � 1. An emergency escape and rescue opening is not required in a new basement P Y P adhesive compatible with the membrane. E3901.7 OUTDOOR OUTLETS � � room,bedroom,recreaticn room,or similar room or area of dwelling units,receptacle •�, that contains a sleeping room with an emergency escape and rescue opening. following locations by the use of naturally durable wood or wood that is ' � preservative-treated in accordance with AWPA U1. outlets shal be installed in accordance with the general provisions specified in Not less than one receptacle outlet that is readily accessible from grade level and CC3 r� Q 2. An emergency escape and rescue opening is not required in a new basement SECTION N1103-SYSTEMS Sections E3901.2.1 through E3901.2.3 (See figure E3901.2) located not more than 6 feet,6 inches above grade,shall be installed outdoors at � r--� 1. Wood Joists or the bottom of wood structural floor when closer then 18 E3901.2.1 SPACING g g g � where there is an emergency escape and rescue opening in an existing the front and back of each dwelling unit having direct access to grade level. � basement that is accessible from the new basement. inches or wood girders when closer than 12 inches to the exposed ground or N1103.1 CONTROLS(MANDATORY) c� Balconies,decks,and porches that are accessible from inside of the dwelling �-+ ,-1 crawlspaces or unexcavated area located within the periphery of the building At least one thermostat shall be provided for each separate heating and cooling Receptacles shall be installed so that no point measured horizontally along floor unit shall have at least one receptacle outlet installed within the perimeter of the O ffF��� C foundation. system. line of any wall space is more than 6 feet from a receptacle outlet. balcony,deck,or porch.The receptacle shall be located not more than 6 feet,6 "'� o SECTION R311 -MEANS OF EGRESS E3901.2.2 WALL SPACE inches above the balcony, O '- c 0 2.Wood framing members that rest on concrete or masonry exterior foundation N1103.1.1 PROGRAMMABLE THERMOSTAT y,deck,or porch surface. 1�-� O x R311.1 MEANS OF EGRESS walls and are less than 8 inches from the exposed ground. As used in this section,a wall space shall include the following: E3901.8 LAUNDRY AREAS ►- > � The thermostat controlling the primary heating or cooling system of the O $. o Dwellings shall be provided with a means of egress in accordance with this section. 3.Sills and sleepers on a concrete or masonry slab that is in direct contact with dwelling unit shall be capable of controlling the heating and cooling system on a 1. An space that is 2 feet or more in width including space measured around Not less than one receptacle outlet shall be installed in areas designated for the O -0 o g P g t, gY YP gP P g 00 The means of egress shall provide a continuous and unobstructed path of vertical and the round unless separated from such slab b an impervious moisture barrier. 00 O � g P Y P daily schedule to maintain different temperature set points at different times of corners,and that is unbroken along the floor line by doorways and similar installation of laundry equipment. o horizontal egress travel from al I portions of the dwelling to the required egress door the day.This thermostat shall include the capability to set back or temporarily openings,fire laces and fixed cabinets. = Wn 4.The ends of wood girders entering exterior masonry or concrete walls having Y P tY P Y P E3901.9 BASEMENTS,GARAGES AND ACCESSORY BUILDINGS Z o without requiring travel through a garage.The required egress door shall open , operate the system to maintain zone temperatures down to 55 degrees F or u to +' d clearances of less than /2 inch on tops,sides and ends. P Y P g P 2. The space occupied b fixed panels in exterior walls,excluding sliding N directly into a public way or to a yard or court that opens to a public way. 85 degrees F.The thermostat shall initially be programmed by the manufacturer P P Y P g g Not less than one receptacle outlet,in addition to any provided for specific ,a' V 5. Wood siding,sheathingand wall framing on the exterior of a building having panels. o O r. R311.7.5 STAIR TREADS AND RISERS g g g with a heating temperature set point no higher than 70 degrees F and a cooling equipment,shall be installed in each separate unfinished portion of a basement, $ M a clearance of less than 6 inches from the ground or less than 2 inches 3. The space created b fixed room dividers such as railings and freestanding in each attached garage,and in each detached garage or accessory building that A-, Q ,_4 temperature set point no lower than 78 degrees F. p Y g g g g g g n g R311.7.5.1 RISERS measured vertical) from concrete steps,porch slabs,patio slabs and similarbar-type P p receptacle(s) r.v, Y P counters. is provided with electrical power.The branch circuit supplyingthe horizontal surfaces ex osed to the weather. N1103.1.2 HEAT PUMP SPPLEMENTARY 0 The riser height shall be not more than 8 /4 inches.The riser shall be measured P E3901.2.3 FLOOR RECEPTACLES in a garage shall not supply outlets outside of the garage and not less than one overt between leading,edges and adjacent treads. The greatest riser height 6. Wood structural members supporting moisture permeable floors or roofs that Heat pumps having supplementary electric-resistance heat shall have controls receptacle outlet shall be installed for each motor vehicle space. x within any flight of stairs;shall not exceed the smallest by more than 3/8 inch. are exposed to the weather,such as concrete or masonry slabs,unless that,except during defrost,prevent supplemental.heat operation when the heat Receptacle outlets in floors shall not be counted as part of the required number of receptacle outlets t where located within 18 inches of the wall. E3901.10 HALLWAYS CD Risers shall be vertical or sloped from the underside of the nosing of the tread separated from such floors or roofs by an impervious except moisture barrier. pump compressor can meet the heating load. P p 00 above at an angle not more than 30 degrees from the vertical.Open risers shall E3901.2.4 COUNTERTOP RECEPTACLES Hallways of 10 feet or more in length shall have at least one receptacle outlet. g p 7. Wood furring strips or other wood framing members attached directly to the N1103.2 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACK The hall length shall be considered the length measured along the centerline of to be permitted provided that the openings located more than 30 inches,as g g g r_, .C measured vertically,to the floor or grade below do not permit the passage of a 4 interior of exterior masonry walls or concrete walls below grade except where Hot water boilers that supply heat to the building through one-or two-pipe heating Receptacles installed for countertop surfaces as specified in Section E3901.4 the hall without passing through a doorway. �.J.� N 3 inch diameter sphere. an approved vapor retarder is applied between the wall and the furring strips systems shall have an outdoor setback control that lowers the boiler water shall not be considered as the receptacles required by Section E3901.2. E3901.11 FOYERS �cd or framing members. temperature based on the outdoor temperature. C. C) Exceptions:Exceptions: Foyers that are not part of a hallway in accordance with Section E3901.10 and R317.1.1 FIELD TREATMENT N1103.3 DUCTS E3901.3 SMALL APPLIANCE RECEPTACLES 1. The opening between adjacent treads is not limited on spiral stairs. that have an area that is greater than 60 square feet shall have a receptacle(s) C:) Field-cut ends,notches,and drilled holes of preservative-treated wood shall Ducts and air handlers shall be in accordance with Sections N1103.3.1 and In the kitchen,pantry,breakfast room,dining room,or similar area of a dwelling unit, located in each wall that is 3 feet or more in width.Doorways,door-side 2. The riser height of spiral stairways shall be in accordance with section be treated in the field in accordance with AWPA M4. N1103.3.5 two or more 20-ampere small-appliance branch circuits required by Section E3703.2, windows that extend to the floor,and similar openings shall not be considered as [T C:) R311.7.10.1. R317.1.2 GROUND CONTACT shall serve all wall and floor receptacle outlets covered b Sections E3901.2 and walls ace. N1103.3.1 INSULATION(PRESCRIPTIVE) P Y P M R311.7.5.2 TREADS E3901.4 and those receptacle outlets provided for refrigeration appliances. E3901.12 HVAC OUTLET a) All wood in contact with the ground,embedded in concrete in direct contact Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 C) The tread depth shall be not less than 9 inches.The tread depth shall be with the ground or embedded in concrete exposed to the weather that supports inches in diameter and greater and R-6 where less than 3 inches in diameter. Exceptions: A 125-volt,single phase, 15-or 20-ampere-rated receptacle outlet shall be -9!� 4e-.4 :- measured horizontally between the vertical planes of the foremost projection of permanent structures intended for human occupancy shall be approved Supply and return ducts in other portions of the building shall be insulated to a 1. In addition to the required receptacles specified by Sections E3901.1 and installed at an accessible location for the servicing of heating,air-conditioning r. adjacent treads and at a right angle to the tread's leading edge.The greatest tread pressure-preservative-treated wood suitable for ground use,except that minimum of R-6 where 3 inches in diameter or greater and R-4.2 where less E3901.2,switched receptacles supplied from ageneral-purpose branch circuit and refrigeration equipment.The receptacle shall not be located on the same F_ �, depth within any flight of stair shall not exceed the smallest by more than 3/8 untreated wood used entire) below oundwater level or continuous) to Z Y Y than 3 inches in diameter. as defined in Section E3903.2,Exception 1 shall be permitted, level and within 25 feet of the heating,air-conditioning and refrigeration C inch. submerged in fresh water shall not be required to be Exception:Ducts or portions thereof located completely inside the building 2. The receptacle outlet for refrigeration appliances shall be permitted to be equipment.The receptacle outlet shall not be connected to the load side of the 3 a M U pressure-preservative-treated. thermal envelope. supplied from an individual branch circuit rated at 15 amperes or greater. HVAC equipment disconnecting means. $ U Q � FASTENING SCtt D E NUMBER OFFAO AND TYPE GENERAL NOTES Table R403.1 Table N 1102.4. 1 .1 Air Barrier and Insulation Installation rrE6A tbEffi C#ttPTl4tt ar etrtt Hato Et ENF iT D % st3Ae�Rn IWO IOCATM Frt1t CARPENTRY NOTES Root a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL 4-Sdbox('1"1"XfJ 11Y)or CODES. CODES. a. ALL WOOD SILLS,BLOCKING,NAILERS,ETC.IN CONTACT WITH Minimum Width and Thickness of Concrete Footings for Light Component Air Barrier Criteria Insulation Installation Criteria 1 ' ` � '`� 't° '�'1 �. -10dbo, {3"x. :�r `"� b. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR MASONRY,CONCRETE,OR SOIL TO BE A.C.Q.(TREATED). Frame Construction 3 3 fl 131"aaai� A continuous air barrier shall be installed in the CONSTRUCTION SAFETY.CONTRACTORS AREA RESPONSIBLE FOR b. PROVIDE METAL TERMITE SHIELD AND SILL SEALER AT ALL SILL 30 psf Snow Load Load Bearing Value (PSF) building envelope.The exterior thermal envelope tlbrsx(2't," 0113` ; General Air permeable insulation shall not be used as a SUCH REQUIREMENTS. PLATES. contains a continuous air barrier.Breaks in joints in 3-Sd ec�en(3'#."�b.131>;or 1,500 2,000 2,500 3,000 Requirements the air barrier shall be sealed. � sealing material. 2 Gerl¢agyorst 4otopplate 340dbw (3". 0.12S);;or: Perpm t toe�3 c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY. c. ALL NAILS,BOLTS,JOIST HANGERS AND FRAMING CONNECTORS IN „ „ „ „ „ „ „ 3-3"x0J31* 1 Story - Slab on Grade 12 x 6 12 x 6 12 x 6 12 x 6 d. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION CONTACT WITH TREATED LUMBER TO BE HOT DIPPED GALVANIZED. - �,�x 0 attached to parOelrifjar,lap o�.-1� ( , 1 Storywith Crawlspace 1311X 6 12 X 6 12 X 6 12 X 6 The air barrier in any dropped ceiling/soffit shall be 3 , a - '�-16dcoman Il',�'°y 0-�5���T 1` OR INSPECTION UNDER THIS CONTRACT. d. ALL LUMBER TO BE DOUG-FIR#2 WITH Fb 875 OR APPROVED EQUAL p pambons(we Section 02.5-2 and Tabee RSO L5� 4 3»��131"atatgz �� ,� �� �� �� �� �� �� aligned with the insulation and any gaps The insulation in any dropped ceiling/soffit shall be Fie e. ALL NOTED DIMENSIONS TO TAKE PRIORITY OVER SCALED e. ALL SHEATHING TO BE 1/2"CDX PLYWOOD,SECURED WITH 6d NAILS 1 Story - plus basement 1911 x 6t1 14„ x 6tt 1211 x 6t1 1211 x 6" g openings, Cengg�i"'tatraetl�.ltogat3L't1 taflnr(fseel�atr � � �' 11 Ceiling/Attic/Attic m the barrier sealed.Access o g drop down aligned with the air barrier. 3 TaleR �S L DIMENSIONS.ANY DISCREPANCIES ON DRAWINGS ARE TO BE AT 6"ON CENTER TO INTERIOR AND INTERMEDIATE BLOCKING. 2 Story- Slab on Grade 12 X 6 12 X 6 12 X 6 12 X 6 stairs or knee wall doors to unconditioned ( aerts ItB 5?and TableFSt)'S� 4-1 d box(,3"x 4.12S');of , . BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 11 �� 11 �� 11 11 11 �� attic space shall be sealed Cbl:artsc.to raf er; e +r� 111"-A��a..ridp p to, 3-1 (3,X 0.l� or.° 'F.ace ,each a f. ALL SUBFLOORS TO BE 3/4'PLYWOOD SECURED WITH EXPANDING 2 Story - with Crawlspace 17 x 6 13 X 6 12 x 6 12 x 6 4-3"*'01"31"-nax3 I f. DESIGN IN COMPLIANCE WITH 2O20 BCNYS,2020 RCNYS,WFCM 2020. CONSTRUCTION ADHESIVE AND NAILS AT 6"ON CENTER. 11 11 11 11 11 11 11 " Cavities within corners and headers of frame walls MINIMUM BEARING FOR JOISTS BEAMS AND STUDS TO BE 3 h 2 Story - plus basement 2311 x 611 1711 x 611 1411 X 611 1211 X 611 Y completely g `7 3;I5d3uu;ssn3ila `R;".�-t3.133°�:"� r shall beinsulatedb coin letel fillip thecavi 3-10d nail-.(3 x 0.I43 : 2 toe nail!:on one side end 1 toenail g � � - 15 X 6 12 X 6 12 X 6 12 X 6 The'unction of the foundation and sill plate shall be 3 Story Slab on Grade junction 6: Raft ar= ivoftrnss to plas- or on opposite iide ofeaoh rafter or ELECTRICAL NOTES UNLESS OTHERWISE NOTED. sealed.The junction of the top plate and the top of minimum.Exterior thermal envelope insulation for 4-110 laces '" b.1?S ;or tramp 3 Story - with Crawlspace 20" X 6" 15" " Walls having a thermal resistance of R-3 per inch X 6" 12" x 6" 12" X 6 the exterior walls shall be sealed.Knee walls shall 4-3"x 0.131"natl. a. ELECTRICAL WORK SHALL COMPLY TO THE NATIONAL ELECTRICAL h. PROVIDE SOLID BRIDGING AT MIXIMUM 8'-0" SPACING IN ALL the framed walls shall be installed in substantial 3 Story - plus basement 2611 x 6" 2011 x 6" 16" X 611 12" X 6" be sealed. contact and continuous alignment with the air 4-I6'd(3'�'�0.13}^�:ar•.. - CODE AND UTILITY COMPANY. FLOOR CONSTRUCTION. rY P g 3 l (3'r6.1 r,or b. CONVENIENCE OUTLETS TO BE 18"ABOVE FINISHED FLOOR UNLESS i. INSTALL 2 x 6 COLLAR TIES AT 32"ON CENTER AT ALL ROOFS barrier. 4-IN1IId liox(3",O.I_�,.,j:or o€'r3flentoridge,i,�yorhipr fl orroofr fhT 4-3714.131" OTHERWISE NOTED. UNLESS OTHERWISE NOTED.TOP OF COLALR TIE TO BE SET IN UPPER Table R40 1 .4.1 Windows, 1{o minimumto 2"Ti4sbeann 3 16d 11ax 3!_° �_13S:};trr Skylights,and The space between window/door jambs and framing �,- ' 14" � c. PROVIDE GROUND FAULT INTERRUPTER CIRCUITS AS REQUIRED BY 1/3 OF THE DISTANCE BETWEEN THE BOTTOM OF THE RIDGE AND THE 1 1 6 = _` "16` `°r TOP OF THE CEILING JOISTS. Presumptive Load-bearing Values Of Foundation Materials Doors and skylight and framing shall be sealed 3 10+1 box(3." .4 k2E}'; CODE. 3-37 v0,131"nar?t STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT,BORED,OR Class of Material Load Bearing Pressure (PSF) Rim Joists Rim joists shall include the air barrier Rim joists shall be insulated. lydan d. ELECTRICAL CONTRACTOR TO PROVIDE ROUGH-IN CONNECTIONS j 15d rm=wn(3'g" 0_I62 24"in,c.f3ce FOR HEATING AND AIR CONDITIONING COMPONENTS AS REQUIRED. NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502.8. Crystalline Bedrock 12,000 8 stud us;t rt at ar3a� ane1s} eb { „#ti 123Er w CUTS,BORINGS AND NOTCHES IN ENGINEERED WOOD MEMBERS ARE Floor framing cavity insulation shall be installed to 16 o_c e. PROVIDE MAINTENANCE CLEARANCE AS REQUIRED AROUND Sedimentary and Foliated Rock 4 000 maintain permanent contact with the underside of 3"w 0,Ul"" TO BE LOCATED AS LOCATED AS PER THE MANUFACTURER Floors(Including CIRCUIT BOX,BOILER,ETC. subfloor decking,or floor framing cavity insulation l�db x r3'1^,tt.135),or 2, SPECIFICATIONS. Sandy gravel and/or gravel 3,000 above Garage and ���stud aIz<sttassg ate t_ o.e;����; The air barrier shall be installed at any exposed edge shall be permitted to be in contact with the top side Z 9 3",0.131"r>a1S f AT LEAST ONE WALL SWITCHED CONTROLLED LIGHTING OUTLET cantilevered tat � -J- , k. STUD DRILLING AND NOTCHING TO BE IN ACCORDANCE WITH (GW and GP) floors) of insulation. of the sheathing,or continuous insulation installed O 1 t 'ta�x l6�'3 16'er c-£acetI SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR on the underside of floor framing;and extends from FIGURE R602.6. l6d (,,'$"p-1621 16*o.e.earls v.4p lace SIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL Sand, silty sand, clayey sand, 2,000 the bottom to the top of all perimeter floor framing IQ BmIs-upheader0'to2 ,wi�aJ�.� J z . r 16rlb+.x•{3tt,"x 0.135 1 'L"e.e-each ec°gefa,�easail EGRESS. 1. ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE silty gravel and clayey gravel members. � 0 5-Sa bmt(2'/.j*x,0.113 ATTENTION OF THE ARCHITECT BEFORE CHANGES ARE MADE TO THE (S W SP SM SC, GM and GC -" 1;1 CohL-ueru hea6arto s-za 4-,d oamm=r3=;."x i3l');c Toe Wdl g. ELECTRICAL CONTRACTOR TO COORDINATE WITH ALL OTHER STRUCTURE ON SITE. ' ' ' ' ) Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, Q, 4 L6d ba (3° t1.128 TRADES Crawlspace walls covered with a Class I vapor retarder with insulation shall be permanently attached to W v I eouvxoti(3`1"x, 162) 16"0 c heen� in. SOLID POST UNDER FULL WIDTH OF GIRDER AT EACH END. Clay, sandy clay, silty clay, 1,500 (b) overlapping joints taped. crawlspace walls. 12 Top ptateto top plate 10dbox t3"K 0-1='$,_� n. SOLID POST DOWN TO FOUNDATION OR GIRDER clayey silt, silt and sandy silt Shafts, Duct shafts,utility penetrations,and flue shafts Z Q " " , 12 ox.face PLUMBING NOTES CL ML MH and CH opening p 3 -�6•l'31. �..3 ( , , , ) Penetrations o enin to exterior or unconditioned space shall be a 1 �( . a. PLUMBING WORK TO CONFORM TO STATE AND LOCAL CODES. o. ALL HEADERS TO BE(2)2 x 10 UNLESS OTHERWISE NOTED. sealed. 12-15d beat(311".:s 0.135'); Face on.earl side of emtJ �k 13 Double topplattsplice " 24 1tp stsli-t ALL LAMINATED GIRDERS TO BE 2.0E GP LVL OR APPROVED EQUAL. a)When Soil tests are required by Section R401.1,the allowable bearing capacities of the soil Batts in narrow cavities shall be cut to fit,or narrow 1_-lfld b.131' b. PROVIDE SHUTOFF VALVES ON ALL SUPPLY LINES AT ALL p' Narrow Cavities cavities shall be filled b insulation on installation 1�=3"x ft•131" e €rf�ci�oisttl shall be part of the recommendations. Y� W � FIXTURES. q. INSTALL DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. readily conforms to the available cavity space. z TABLE b Where in-place soils with allowable bearing capacity of less then 1,500 psf are likely to be W �'a'�:��ftJ-���o-ee c. INSULATE ALL SUPPLY LINES. r. FIRE BLOCKING TO BE INSTALLED AS PER R302.11 AND R602.8 ) p g p h' P Y � FASTENING SC REtlttt-F resent at the site the allowable bearing capacity shall be determined be a soils investigation. Garage Separation Air sealing shall be provided between the garage rtEta DtSVur rwOFSUIL INGELEMEMs NUMER AND"rrpt=a�FIFA RED*g ACOM NDLVC TIO14 d. PROVIDE FROST-PROOF HOSE BIBS AS PER PLAN,MINIMUM TWO PER WHEREVER FRAMING CAVITIES ARE EXPOSED AS PART OF THE SCOPE p � g p b g g p and conditioned spaces. � 1's3 (3t"-nc.16''') Ifi"ox-lke-nap- RESIDENCE. 14 OF WORK. Q Sotfc�plateta,�oi�ri�jo%st,b�clt or fixtures installed in the building Recessed light fixtures installed in the building Ir3el&ng(not9bracedwallpaneh) 16d (3`�z""'`0-135")='� 12'a.c.f 6A e. PIPING PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES ARE TO Table R402.2 Recessed Lighting Recessed light 3'0"0t 13I•nal; thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. �� ,t�,j�� j&�b �, 3.-1�1 box �,�"x�t.13s�:�. 3� 16�*.c.��� COMPLY WITH 2O20 BCNYS SECTION 714. ROOFING/SIDING NOTES a Minimum Specified Compressive Strength of Concrete IS �jc,� 2••16d ."on(3'!-• 0162);or, 2eac 16-o-c.facer @" f. PIPE PENETRATIONS THOUGH FOUNDATION WALL ARE TO BE a. ROOF COVERING MATERIALS ARE TO COMPLY WITH 2O15 IRC Batt insulation shall be cut neatly to fir around 1�lcrktug(atbr,�^erlt��ali �} �-3"":t1.131"ir3i1: 4 each I6"o.c-face>eai3 Minimum Specified Compressive Strength p p g wiring and plumbing in exterior walls,or insulation COVERED WITH A SLEEVE TWO PIPE SIZES BIGGER THEN THE PIPE CHAPTER 9. Type or Locations of Concrete Plumbing and "dbox(<- '*0-113'),or that on installation readily conforms to available d d- PASSING THROUGH IT. Construction Weathering Potential Wiring N N 3-16dbox(s""i�r"��-I�5'�;.�' b. ASPHALT SHINGLE UNDERLAYMENT TO COMPLY WITH R905.2.3. space shall extend behind piping and wiring . O O 4-10 '"�-xo' `� T� uT g. CLOTHES DRYER EXHAUST TO BE INSTALLED AS PER SECTION SELF-SEALING STRIPS AND FASTENERS ARE TO COMPLY WITH R905.2.4 Negligible Moderate Severe N N 16 4--3"x DJ31"nails M1502-DRYER TO HAVE AN INDEPENDENT VENT TO OUTSIDE AIR AND AND R905.2.5.FOR ROOF SLOPES BETWEEN 2/12 AND 4/12,DOUBLE Basement walls, foundations and The air barrier installed at exterior walls adjacent to O Shower/Tub on Exterior walls adjacent to showers and tubs shall be to p 3�16dbox(s';,r""0A35'�;or INSTALLED AS PER MANUFACTURER SPECIFICATIONS. UNDERLAYMENT IS REQUIRED. showers and tubs shall separate them from the " other concrete not exposed to 2 500 2,500 2,500 C Exterior Wall insulated. a, Z 2�•3:6dcea{3'•: "tt.1+s2'�;or � ( ) showers and tubs. � � � 3-ld1xi " 4.1'S ;or lrnd�3 C. FOR ALL ROOF SLOPES,INSTALL AN ICE AND WATER SHIELD OF weather ^ N 3 3"x t',131" SITE NOTES TWO LAYERS OF UNERLAYMENT CEMENTED TOGETHER OR A A 3-lCrdb�c{3" of SELF-ADHESIVE POLYMER MODIFIED BITUMEN SHEET TO EXTEND A Basement slabs and interior slabs � ,.17 T,o, .,, at eome3s,and tn_,ecbw 2-16d�n l3'Ir" 0162"):or F ZA" a. PITCH GRADE AWAY FROM BUILDING. � Electric The air barrier shall be installed behind electrical or � � Z O 3..3•x l31" MINIMUM OF 24"IN FROM LINE OF EXTERIOR WALL. Ori ride exce t ara e floor Box on Exterior communication boxes or air-sealed boxes shall be b. PROVIDE DRY WELLS AS REQUIRED. grade, p garage 2 500 2 500 2 500 c Wall installed. $••&d t�s(3`f6"s G.lI3'};-.orc � � � 2.8d '1"x.fa.13I d. ALL FLASHING TO BE CORROSION RESITANT. slabs U l;S 1°"br3ee tzs each � late �' Facenail c. ALL TREES WITHIN FIFTEEN FEET TO BE PROTECTED AS REQUIRED. Q� � F 2.10A box(3"a'0.12S');or e. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION HVAC Register 2, les l r Basement walls, foundations andHVAC register boots that penetrate the building �+ d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION PROCESS SHALL TO BE IN ACCORDANCE WITH R703.2. Boots •.--I envelope shall be sealed to the subfloor or drywall. 3 113 or BE REPLACED AS REQUIRED. other vertical concrete work 2 500 3 000 (d) 3 000 (d) 19 " zed {�' "x 0-1311 f. WEATHER RESISTANT SIDING ATTACHMENT AND MINIMUM exposed to weather � � � 'Cd a 6",ltbtngfoeahl fend e. ALL CURBS, SIDEWALKS,ETC.DAMAGED DURING CONSTRUCTION When required to be sealed,concealed fire - � `?-1Gd1•iox{3"°tt.128'^,�trr ' THICKNESS TO COMPLY WITH R703.4 p sprinklers shall only be sealed in a manner that is � 14� TO BE REPLACED AS REQUIRED. p Y Porches carport slabs and steps Concealed �•-Sd (�-r .�41.I13�;or e. CONCEALED RAFTER SPACE ABOVE INSTULATION TO BE VENTED 1 � l� recommended by the manufacturer.Caulking or z Ncy 3•-8d (21�7" G.1311:or f. ALL NEW WORK TO CONFORM TO THE REQUIREMENTS FOR AN 3,000 3,500 Sprinklers C C7 Q TO EXTERIOR. exposed to the weather, and 2 500 other adhesive sealants shall not be used to fill voids t�C+ ADDITION UNDER SECTION AJ501 AND AJ601 d e d e between fires sprinkler cover plates and walls or - 3:rlp3es.,1" 0 16 -I=,;"1 INSTALL STEP FLASHING WHERE ROOFING MEETS WALL. garage floor slabs ( )( )(fl ( )( )( p 20 1"x 8"and a tiler Deng tssclz Trtn �t;c terra I""S" Face tail g ceilings. � � � � , -, A,�= � tt 4•-8d�(27i'x t1.113"�or h. INSTALL FLASHING AT ALL GABLE VALLEYS(LAYOVER VALLEYS a)Strength at 28 days psi. 00 " Q EXCAVATION NOTES . r--t � "< AND TRUE VALLEYS). 3--lDdbo (3"�012SI.or " a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND b)See Table R301.2(1)for weathering potential. �9 h'o 4 les:1"crcrim 16 "1'�."lam GRADES DOWN TO SPECIFIED LEVELS. i. INSTALL GALVANIZED FRAMING CONNECTORS AT ALL TRUE Table R3 01.2.1.3 Poor VALLEY AND HIP CONNECTIONS. 4-8dbo:�t(T,'4"x 0.113 1,or " b. ALL UNEEDED MATERIAL AND UNEXAPTABLE MATERIAL FOR c)Concrete in these locations that may be subject to freezing and thawing during construction Equivalent Basic Wind Speeds 21 JC sttoSi ,t©gg4ateorgiider, 3--8d et/2"x,0.1311;or -:3'ai�0 BACKFILL TO BE LEGALLY REMOVED FROM SITE. shall be air-entrained concrete in accordance with Footnote d. q p 3.Itpal t s" a.l29"y 3 Second Gust 85 95 100 105 110 120 125 130 140 145 150 160 170 3"'3' fPa31" c. BACKFILL SHALL BE PLACED IN 12"LIFTS AND COMPACTED TO 95% INSULATION NOTES d)Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall not be C) 0113')" 4'�x toe.na Fastest Mile 71 76 85 90 95 104 109 114 123 128 133 142 152 OF MODIFIED PROCTOR DENSITY. a. ALL EXTERIOR WALLS,ROOFS,AND FLOORS OVER UNCONDITIONED less then 5 percent or more then 7 percent. 22 RIn't°tct band;oq t rh1°r an;t" ort 91 (21,'-"""�131');or SPACES SHALL BE INSUALTED.ALL INSULATION TO BE FIBERGLASS ' l U plate(rooraprlica n also) 11Mbar. "X 4.12S,J;or 6'a-c toena2 U \O 40 3',-4.131",tea BATT WITH PAPER FACE UNLESS OTHERWISE NOTED.PAPER FACE TO e)See section R402.2 for maximum cementitious materials content. oo REINFORCING NOTES Table R3 01 .2.2.2.1 34dbc%f211,"r0_113�or BE INSTALLED ON WARM SIDE OF CAVITY.CARE SHOULD BE TAKEN �p 2" {2'1t"x 0,1311., TO NOT TEAR VAPOR BARRIER. f)For garage floors with a steel trowel finish,reduction of the total air content(percent by � � 23 i'"X6" b#1oe or less to AJ6ist Facen:til a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN ) p p p p g Weight of Materials _� = 1'"' 3-ltldbo ^•,0.128 or volume to not less then 3 percent is permitted if the specified compressive strength of the Q 2 tapk,1"exoarn 16 gk"r' * DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING b. ACOUSTICAL INSULATION TO BE PROVIDED AS NOTED. TO ASTM A 615 GRADE 60 HAVING A DESIGN STRENGTH OF 60,000 psi. concrete is increased to not less then 4,000 psi. Structural Member Dead Load (PSF) z TABLE rRsa2.31t1" c. PROVIDE PERIMETER INSULATION AT FOUNDATION WALLS AS 3 `FASTENING SCHEDULE--vor i pued b. TYPICAL COVER FOR ALL REINFORCING BARS TO BE THREE(3) NOTED. Exterior light frame wood walls 15 nEM Dr-SCIRMWtt OF ath_etiwo Et WtNrS" NUMBER ANOTrpE OF fAWENtft1J1= sh��IfiG IM Leca is INCHES FOR BARS PLACED AGAINST EARTH AND TWO(2)INCHES FOR d. INSTALL BAFFLES AT AREAS OF CATHEDRAL CEILING TO ALLOW Exterior light frame cold-formed Fto+rr BARS PLACED AGAINST FORMS,UNLESS OTHERWISE NOTED. 14 N 3.16dbo"(3,.1 "-.0.135° :or VENTING. steel walls ?4 1'1,-% fiurer to joist or girder ' Blind and face nail c. ALL SPLICES TO BE FORTY 40 BAR DIAMETERS MINIMUM. •--� 1'..16dscrtnz�se(3�1,"�t5.1��'� ( ) a 3,ltsr7b ,�"a. 133 ,�r Interior light frame wood walls 10 5 planh{p ` :beam-Eaora� x6;41 2 l co (J,�„x 16� Ate st+°eaa fkenail d. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST STAIR/RAILING NOTES Table R301 . / C 3 I6a coffin(3'1°'x 0162 MOVEMENT DURING CONCRETE PLACEMENT. Interior light frame cold-formed bA a. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH 5 4.I� ���"��,���, Allowable Deflection of Structural Members steel walls 26 Bxn3°rri joi5#to gait 4.3"x p 131"nails;`ter Endo CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS 'v 4,3"x 14 t�s lei "?-'Mcrmm CONCRETE NOTES Structural Member Allowable Deflections 8" Thick masonry walls 80 r---t (� AS PER R311.7.8. I4 Nd n.(V x 0.19 "1:Cr Nailez,,hWera-fall`m 32"o` a. ALL CONCRETE TO BE 3,500 psi AT 28 DAYS UNLESS OTHERWISE Rafters havin slo es reater 6" Thick mason walls 85 Vn at.tc�.andbott and staagerect b. RAILINGS TO BE 3'-0"IN HEIGHT AND HAVE A TYPE 1 HANDRAIL AS g p g ' NOTED. then 3/12 with no finished ceiling� l:rlfbnx(3"".U.12S');�ar 24"c+.cfaeenadatt�s�vdberttvat PERR312.1.2. g L/180 SIP Walls 10 rn B -ap ama :,2-in� 3 x b.i31"a3 l> a ed on ite_iaek b. ALL EXPOSED CONCRETE TO BE AIR-ENTRAINED. attached to rafters �-' ., lacers, c. ALL MEANS OF EGRESS, STAIRWAYS AND RAILINGS MUST Exceptions: $..� � brad: O 2-20dccvn mo.(4',k U�,1-� Faze c. TOP OF EXTERIOR FOOTING TO BE MINIMUM 3'-0"BELOW GRADE, CONFORM TO R311 AND R312. 1)Roof/Ceiling dead loads not exceeding 25 psf shall not be permitted provided the wall ^, 3-103bo%.(3""x 0.11r;;or n d atenel a�3afe"�'�'� UNLESS OTHERWISE NOTED. Interior Walls and Partitions H/180 bracing amounts in Section R602.10.3 are increased in accordance with Table R602.10.3(4) �j O O d. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS �.I31" ' Floors L/360 d. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON ENCLOSED O O 4•-16dd'bm(3?r"r DA35),or 2)Light-frame walls with stone or masonry veneer shall be permitted in accordance with the O 3-I6dcoe� 31R y G.16?' ;or SIDE WITH ah INCH GYPSUM BOARD AS PER R302.7. Ceilings with brittle finishes L/360 000 18 "Ledrer eig smpo t-Ljomt-orraftas-, 4 lGd box(3-x 012191-or"J." Atewh j�torra a ,face naa3 e. STEP FOOTINGS AS REQUIRED.MAXIMUM STEP FOOTINGS SHALL BE g provisions of Section R702.1 and R703. pp O o l.,p t7.i31", 1r; ONE VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS Ceilings with flexible finishes L/240 z O 2-10d boxx(3 �.125 ,�2-S,3 c ;M CHANGE. All other Structural Members L/240 3)Fireplaces and Chimneys shall be permitted in accordance with Chapte 10. rJ Bti Gr b+$ockitGP tta t 'fir x 0,131;or 2--3"x ft.1s 1 d - " Each e 3 tine tsaxl v N f FORMS TO REMAIN IN PLACE A MINIMUM OF THREE DAYS. �pa�trt�c��F,�a�•I=,���s Exterior Walls - wind loads (a) •o p I�uver:A�,tcD Itelrgeabate H/3 60 c 4� Q 1 d rrEta Of eu11-DRi 9 ELEW S WOE o;:.F&sTEW e. c-rigesue ,. g. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR FASTENER SPACING PER PANEL SPAN with Plaster or Stucco Finish Table R3 01 .5 Pet"1�1 SLABS AND WALKS ON GRADE AT 20'-0"MAXIMUM SPACING IN BOTH FASTENER TYPE <4' 4'<6' 6'<8' Exterior walls - wind loads a Minimum Uniformly Distributed Live Loads (PSF) C �t+rrraarl.trE,ct�tr�panels.�attt,r, .r+rotsotttrsl�srwa��asttlie+gtotramtrrgsatrfpart�ietroarawattat+e�tter�totttamu,�p DIRECTIONS. 2020 IRC R301.2.1.2 H/240 O l TO%Rse:r3(31torwoeatteftch stpnele�669TWOsheatrtrr,�toWs""M 7 WINDBORNE DEBRIS with brittle finishes Use Live Load Dead Load (R301.4) t 6f coonWx.0.11311 nad(mbIloor, .-L-Y h. PROVIDE SLEEVES IN FOUNDATION WALL/FOOTING FOR ELECTRIC, O 10 ',"-'Pe" 8.eon-anon('-'),-,*tt.131•}"rrail�e"f);orRSR 6 12" PLUMBING HVAC ETC. PROTECTION FASTENING #8 SCREWS 16" Wit 8" Exterior walls - wind loads a Uninhabitable attics without storage (b) 10 ' ' SCHEDULE ( ) H/120 (d) x i. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC.NO B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF with flexible finishes Uninhabitable attic with limited storage O 1 ++" 'a 51 3rat¢ iz" tt.131 ear Rol�a R31 , °° 31 `1 6 12 HORIZONTAL JOINTS SHALL BE PLACED IN WALLS. THE WOOD STRUCTURAL PANEL.FASTENERS SHALL BE (b)(g) 20 WOOD STRUCTURAL Lintels supporting masonry The actual weights 32 1'."-1`.� 11di 1 ammm(3"n 0.143)`�"ro 6 12 ALL EXPOSED CONCRETE SLABS TO RECEIVE ARCHITECTURAL PANELS WITH A LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THE veneer walls L/600 Habitable Attics and attics served with of materials and ad(°3%"*0.131")deformed mtIl J PANEL.3 otn4er wait stleamog, FINISH AND SCORING AS PER PLANS AND SPECIFICATIONS. MINIMUM THICKNESS OF 30 NOTE: L=span ten th H=s an hei ht fixed stairs construction shall 1'P,�gals�MOE; raid,'.+'",$mad 7/16"AND MAXIMUM p g p g t"mowt�a1�ltulo: f;t,Fo3 k. NO CONCRETE OR MASONRY WORK SHALL BE PERFORMED IN C.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR a The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads be used for Q 33 r =+�1a lbnglbga �, " 3 SPAN OF 8-0 ONE/TWO ) p p g Balconies exterior and decks e 40 IIC own TEMPERATURES BELOW 40 DEGREES F.NO CONCRETE SHALL BE CAST ( WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT the purpose of the determining the deflection limits herein. (exterior) ( ) STORY APPLICATIONS) p rP g determining dead ON FROZEN SURFACES. LESS THAN 2 INCHES INTO THE BUILDING FRAME. Fire Escapes 40 = ." ,'ct'n1`�:n'o i r'� t a e'-f--"g n i1' X"ld die` ; 3 6 NEED TO BE PRE-CUT, load with h-I aril saang o -1'!"Ion 16a,stag FASTENERS SHALL BE LOCATED NOT LESS THAN 2J"FROM b)For cantilevered members,L shall be taken as twice the length of the cantilever. 1. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN LABELED AND Guards and Handrails (d) 200 (h) consideration for C)., -35 'a`JrV :Iendz�� I'1,"gi:armedroofi..ngnail;.:t2plegai�,-mired 7 •� THE EDGE OF CONCRETE BLOCK OR CONCRETE. 0 Ca*) PERMISSION FORM THE ARCHITECT. ATTACHMENT HARDWARE PROVIDED c)For aluminum structural members or panels used in roofs or walls of sunroom additions and Guard in-fill components (f) 50 (h) the dead load Of 3g " 1'¢;�=td 'pe" '� 7 7 m. PROVIDE MINIMUM(2)44 REBAR IN FOOTINGS,UNLESS OTHERWISE D.PANELS ATTACHED TO MASONRY/STUCCO SHALL BE patio covers,not supporting edge of glass or sandwich panels,the total load deflection shall not fixed service I'� long:1% ems,Type X ox s Passenger vehicle garages (a) 50 (a) r T 1 NOTED. ATTACHED USING VIBRATION RESISTANT ANCHORS exceed L/60.For sandwich panels used in roof or walls of sunroom additions or patio covers F•�-� Woa7.trucpernpsnrtts. rtxrr���r��t��t �r � �, tt�tr t ' Rooms other than sleeping rooms 40 equipment. •-.� , " 6c1�foax�d(?°°*�t.12G��J;� , n. PROVIDE MINIMUM 2 x 4 KEY BETWEEN FOOTING AND GLASS OPENINGS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT the total load deflection shall not exceed L/120. p g 33 f m dle 6 12 LESS THAN 1,500 POUNDS. -" `�-� " 8tlem�"�e"xtl.131''�:uil FOUNDATION WALL. GREATER THAN 8'-0"TO ' Sleeping Rooms 30 F.., I cotnmotr ".,t}_13l d)Deflection for exterior walls with interior gypsum board finish shall be limited to an v, -8 71" V x &" 12 " BE HURRICANE bA - &I&ffoa CZV "x"'0_130�)r 1 0. CRAWLSPACE VENTS TO BE LOCATED WITHIN 3'-0"OF EACH RESISTANT allowable deflection of H/180. Stairs 40 (C) r Z n ltkd:eomasoaa "".x fl.i48")n�al er CORNER OF THE BUILDING. (a)(b)(c)(e)(f)(g)(h)see 2015 IRC Section 301.5 3 `,/ 1 Ed c (2'/r"*0AX)rag p. ALL FOUNDATION WALLS AT BASEMENTS TO BE WATERPROOFED. e)Refer to Section R703.8.2 Q U por"sl-d hwt=25.4 r=I foot 30e'5 1 ofle pcl saes=DMI ta's-,I W=6.8!,SfN: IT-2" EXST.BALLOON FRAME STRUCTURE 124'-4�" ATTIC —— —— ———— — — —— — J L— —— — — — — — —— — o 0 (2)2x8 I 7v }. N NIX 23'-0�k, 2 NEW R-49 BATT EXST. ` I I BEDROOM EXST. INSULATION I EXST.3 x 8 JOISTS 24 o.c. I I N DRESSING INSTALL FIRE BLOCKING AT ROOM 7'-6�" �-— —-� T-10�" �- — — T-6�" I I FLOOR/WALL TRANSITION AT ALL STUD BAYS Li NEW R-21 BATT INSULATION AT PERIMETER OF FLOOR 3.5"STEEL LALLY 1 COLUMN ON 30"x 30" I = _ x 15"3,500 PSI CONC. I NEW R-15 BATT Z FOOTING w/(4)#4 I °° I I _ INSULATION AT WALL O q REBAR EACH Q N I N oo EXST. DIRECTION a I I EXST. DRESSING THROUGHOUT 0. a. I I I BEDROOM ROOM NEW R-30 BATT o 0 0 I INSULATION — EXST. STAIRCAS UNFINISHED a TO BE REBUILT I I W I I I EXST.3 x 8 FLOOR HCOO a 1 BASEMENT JOISTS TO REMAIN O Q L— -kJ LC 1 I ur I I GRADE I GRADE S c � I 7,_6�" 7,_5%" I 8'-0" UNFINISHED I I NEW V RIGID � I o� ?� I I BASEMENT I I I INSULATION(R-10)AT Q 4 x 4 A.C.Q.POST ON 8"DIA. NEW FOUNDATION WALL CONC.FOOTING(TYP) — — — — I (2 1j"x 91"LVL(DRbPPED) I I I J Ai \ _1)2 x C. — — 2 x 6 A.C.Q. I 17'-2" I I o 0 A.C.Q. STRINGER I } } ( ) - - t - - - - —P�A�Fe -- - - -- --- - ---� I I I 1 I I I o -�TYP — _— —I L--J L- -J FRESH AIR INTAKET- �[b I --- -- -- -- - - ---- -- --- BEAM POCKET I I 001 I N E �' AND EXHAUST FOR I F 1T-2" 1 TYP) 15'-0Y2" I I N I ° I R Q NEW BOILER L - _ C OSS SECTION � — I NATURAL GAS FIRED I I v I I I o z Q A Z I SCALE: 1/4"=1' U DIRECT VENT BOILER I V M' � — _ - - - - - -� w/HOT WATER STORAGE TANK O I I EXST.3 x 8 o, STAGGER FASTENERS •r�-I 12 x 8 A.C.Q.RAFTER .• �1 I JOISTS @ 24 o.c. -` I x 8 A.C.Q.RAFTERS I IN 2 ROWS a 16 O.C. d I @ 16 o.c. I V I N _ I 'I .: M 'IT a 1 �;, I :` ;n 5.5"min.for 2 x 8* 1 6.5"min. for 2 x 10 *Distance shall be permitted to be �j z Sf x ( U I I - 7.5"min.for 2 x 12 reduced to 4.5"if lag screws are toot-toollC�� f� 60 O p v k I that of lag screws to attach 2 x 8 o10o �- W 1 I '', Q I k used or bolt spacing is reduced to ��. ^I ledgers to 2 x 8 band joists. .r--� u I 1,4 v1 I 2"min. o U f C� °O �� I I BRICK LEDGE I �� I �� LAG SCREW LEDGER �T `'c `"� ` 441 A,: I 32'-2l I I OR BOLT F-�I ~ cvI I /`, AT CHIMNEY I I SEE DETAIL CH PIER- •• 2J I1.. II — —— — — — — —————— —— ———— —I— — —— —— —— —— —— — — — — LEDGER BOLT LAYOUT ct ...... _ _ — = _ _ ' _ 1 ,.! — I 1 SCALE: N.T.S. O 00 IF � 1 COO k €, — (3)All 22 x 88 A.C—Q.— 5'-s1 k, `♦ �I I = o G• w 22-7 5-6 w (J ¢ o0 0 I00 I +�'♦ N I I SIMPSON STRONG-TIE CS20 COIL STRAP- ' /�1 U x U 9�` I WRAPPED UNDER SILL PLATE-MIN. 12" z ♦ ( ONTO STUD SURFACE I °o cn 1 I cn -- I . `. N � 1 1 d _ f (3)2 x 8 A.C.Q. )2 x 8 A.C.Q. (3)2 x 8 A.C.Q. (3)2 x 8 A.C.QL_ (3)2 x 8 A.C.Q. ffIL INISHED FLOOR CV '" $} — — --- — -�- — - — -- — -�---- — — — A-- — --- — �- — — — - ----- - EXST.FLOOR JOISTS 1' � Y Y 8 8 1' .- TOP OF FOUNDATION - 8-0 8-0 8-0 8-0 8-0 8-0 � N l� ADJACENT GRADE TOP PLATE(SEE DETAIL) —SLOPh ciRADE AWAY FRO a� Q� FOUNDATION PLAN '� SCALE: 1/4"=r NEW(2)2 x 6 A.C.Q. SILL PLATE ON METAL TERMITE SHIELD w/SILL SEAL O ANCHOR BOLTS w/3" SQUARE WASHER- .-� I _..........._......................_.............................._.................. MIN. 15"EMBEDMENT(SPACING TO CODE) O O o F____ _ _ __ 1 36 RAILING; 10 CONC.(3,500 PSI)FOUNDATION 0_loftrL, x WALL00 O � � O �i ! RUB-R-WALL WATERPROOFING w o 0 00 O E - = `I MEMBRANE REQUAL) I - ---�.I. NE(O O� SLOPE GRADE AWAY FROM FOU JDATION I i _\ o o I ° ° FINISHED N 8"CONC.(3,500 PSI)FOUNDATION WALL = I f - - CRADLE TOP PLATE #4 HORIZONTALREBAR BASEMENT t„ ao ' i - - CONTINUOUS @ 24Bo.c. 3 5 STEEL LALLY COLUMN o O C RUB-R-WALL WATERPROOFING „ ! , I �. ' :m i I 94 VERTICAL REBAR @ 24 o.c.- a MEMBRANE(OR EQUAL) =. 3, 0'-8",= 0 9 l € ( E I ' ::_ ;r, P Q -I HOOK VERTICAL REINFORCEMENT INTO FOOTING REINFORCEMENT � #4 HORIZONTAL REBAR ��_ 1 I 32 x8 x 5 x4 TOP PLATE 4"CONC.(3,500 PSI)SLAB w/6 x 6 WWF CONTINUOUS 24"o.c. F:, . ; ; - ; - 0'-10" ,_A ; t !-t � @ � �..,._.f. ; :-t-.{.- €I .Y=='#4..,'..: :� .___. ._.._..._...__ - � , . BOTTOM PLATE E DETAIL) #4 VERTICAL REBAR��24"o.c.- ` : ,tF __. .... ..._.....A,t 1/r TE(SE AIL) o HOOK VERTICAL REINFOFCEMENT _._.. __t f a.__; _€ € — WITH 4 - LAG BOLTS 2 TUFF R RIGID INSULATION ON 6 MIL ` � ;� l ._, I I 2 VAPOR BARRIER ON 4 GRAVEL BASE 36 x 36 x 18 FOOTING w/(5)#5 REBAR 00 INTO FOOTING REINFORCEMENT -- ...:. -M' E `:. -.. _ EA C RECTION • INTO HEADER CONTINOUS CANT STRIP H D 4"CONC.(3,500 PSI)SLAB w/#4 REBAR @ 16" - o EE o.c.GRID ON 4"GRAVEL BASE-SLOPE i I, TOWARDS DRAIN _ i 1 F-� , ., t, t Q t . =1 tF� , � , , . ICE ►. \ ; �.. ,€� I1 TRIP CONTINOUS CANT. S � ¢ � t DRAIN -€ -- ; "= t' _;E? 4 PERFORATED DRAIN PIPE WRAPPED w/FILTER _ k, - w ._.. t - - PLATE DETAIL z ' _ 3"I v q`:: i r -i o o FABRIC- SURROUND w/GRAVEL ..E _ ; 2 0 , k: I; { s I 4 I: ...........j ....._6 �..,,... :...�. __�E t t,mm. ..f t_......_i k 2, 6't n ,. .._;! ,........:; ._...< 5 REBAR ��: : E I:�. tY �•� IN FOOTING,V_ ^ 11, COO _, ,_.., _.__, _.._ _:; _:- ._ €;. w w. 8 x8 x BOTTOM PLATE 3 STIRRUPS s o.c. a� 4"PERFORATED DRAIN PIPE WRAPPED w/ I , ` . I... k. FILTER FABRIC - I - _: _t j `� ;�E'�� WITH (4) 2" J BOLTS OR olvc.(3,500 PSI)FOOTING (3)#5 REBAR IN FOOTING(CONTII;fUOUS) ---; E�. COMPACTED FILL ON UNDISTURBED SOIL _ w/#3 STIRRUPS @ 48' o.c. � BASEMENT STAIR EXPANSION BOLTS 24"x 8"CONC.(3,500 PSI)FOOTING FOUNDATION WALL AND POST DETAIL z ON UNDISTURBED SOIL SCALE: 1/2"=1' A SCALE: 1/2"=1' v U Q z i I I I i I I I ----------- ------------ EXST. �BRICK CHIMNEY AND EXST.BRICK CHIMNEY �n of FIREPLACE TO BE REMOVED- n o� n ui AND FIREPLACE TO BE A of — EXST. FLOOR AND CEILING TO BE REMOVED DRESSING FILLED IN WITH EQUAL JOISTS ROOM EXST.3 x 8 JOISTS 24"ox. EXST. EXST. BEDROOM BEDROOM EXST. DRESSING ROOM z O EXST. S o CLOSET H O Q z o z z , IL > EXST. L__----______J S C Fi BATHROOM EXST. ENTRY E EXST. C a? B RO HALL '� Cd "Q ZL C=====ZI i 8'-0" EXST. I I DN ��� r--. — CLOSET EXST. SUN PORCH TO BE REMOVED I ! f I I N N o III # I r N III � 1 I —• O 1--� � -- - -- --- - I o z DN EXST. 3 x 8 JOISTS @ 24"ox. w ! � `N I � c I ^ v .0 I N _:.......... .._._ .„..,.._,_,.. 1 S �I�,C EXST. EXST. I I `�'- k �I CLOSET MUDROOM Z H as II II I .� 2 x 6kRAFTERS' i QI I w E I " I u EXST. COVERED . I S EXST. 1 I@ 16"o.cs II LIVING I PORCH f E E I - BEDROOM ROOM W s i '�lj ,chi Ej (Q 3 I t i PI I I U p ' G1 W 1 " 1 I i l 1 I I �-1 v E WI 99e90 u I W 00 I i { k S t` kF4 ' " WOOD BURNING FIREPLACE N i ; i I ( - I I ^� si J COVER1s'Df ail 0O o - I I I!� 1 I EXST. �q v ...}, ¢ PORCH { _ wl x v INSERT TO BE INSTALLED AND BEDROOM I la E �., VENTED AS PER MANUFACTURER QI EXST. N I 2 6 RAFTERS N I i i W KITCHEN F SPECIFICATIONS i I °s e ita 16 0. . I I 5'-6" EXST. 8"DIA.DOUBLE WALL, ( r � s , ! _ CLOSET _ INSULATED STAINLESS i 1 fEn ct i I '8,-�„ I d I ( ;; 4 x 4 .C.Q.POST I o STEEL FLUE Q I i (TYP) I _ _ _ _ _ _ _ _ _ It 12 x 8 LEDGER-SE BOLTING DETAIL [ ' I i ` 1 6" SQ ARE COLUMNLID 1 � € t ♦ ♦ � , ; ' i ' II CAS G I °,-° a� (2)/2 x 6 __.....__._._..,._ i °< I I 3'-4" 100 ; !.__.._______._ W _ ___ ._.._____ -.._ . _.___ _-___ __ I N 4-10 W — .....__ % 4'_0" I o -. .__ i E f-+ N i C i �" _ _ 5'-6" BOX UT HEADER , - - COVERED' - s CO cd_.________ _____________ ___________ ___.. _. ._ ____..__._._..... _....___.__.,.,,.._..,, __.____.._..._....__.,___.__..�___.�_.._.._.�..._.. _. �_ . � TO FULL WIDTH OF v i .,....._ .._...__..,_.__,._.... .. ..... .._._._..,_ ._. ..,.. ;o .......,_...____ _ PORCH ._.__.__._ __._ N _.___..,.......,_.., ,..,._._.,.._,.__. . �, _ .__.. _.. .. .. . ........_. ... . .. I COL TOP I - I W z MN MASONRY WALL CLADDING INSTALL MIN 22 w.. _/ k .. --,... k ._.,�..�....._..�....._.._.............�...._.._,,................._,............,......` I GA.ZINC COATED CORRUGATED TIES(MIN. I N .. ..._,...._,_,_.....,.,.______._.__.___..__.___._.____,...._.._......._._..._.._..__.. bA I I ♦_..._._. . .. _. _ _.... .. ...,_. „ ., , ...`' ._,. ..,.._,...,..,.._..._,... ..._._.__..... ............ .... _..,...,._.._,._____.____..____...... .... _..... .. `' `' WIDE x 6"LONG)@ 16"ox.VERTICAL AND 3 ,__„-_-..,.._....,___.._____..__.___.__..__...___...___ .____..__.__..._.. _�_ 1..��_ _- _I.. __._ W ___._.._..__._.._____.__..._..__...,.,..._�......_..._..`'; I I HORIZONTAL-TIES TO BE INSTALLED AS ♦ ......... 2..2 X. . ._.. ...__..... ............................... ... _...,.......__2..2.X.g.._....,,.... _........................_...__._........._.._............._. II '.2...2...., ..........._..___.._........._..._._.__... I MASONRY VENEER IS INSTALLED TO INSURE J�� N - -��=g - - �-) 8- --��-- -2 2 x 8 - - - -�--- - x 8 --�-- -- 2L2=8 PROPER ALIGNMENT w/MORTAR JOINTS 49'-6y2" TAPERED SLEEPER Q� FIRST FLOOR PLAN SECOND FLOOR PLAN RAFTERS o.2s� 2 x 6 JOISTS @ 16 O.C. O Z O � p 2 x 8 LEDGER O x BOX OUT HEADER TO FULL I I L O WIDTH OF COLUMN I I r O 000 III 00 O o (2)2x8A.C.Q. III z BEAD BOARD CEILING FINISH 6" SQUARE COLUMN I I( PORCH \ a Q CZ W CASING 4 x 4 A.C.Q.POST r p �II� "T+G DECKING 2 x 8 A.C.Q.JOISTS @ 16"ox. 00 2 x 8 A.C.Q. LENGT3(I) (3)2 x 8 A.C.Q. i i LEDGER bA � L/3 L/3 BRICK TO UNDERSIDE OF DECKING D/3(MAX) Q @ 8"x 8"CMU BLOCK Q I I ANCHORED TO FOOTING ^ Z NO DRILLING OR ; Max Notch Max End Max Notch In @ Q NOTCHING PERMITTED 0'-2' ¢ Joist Size Max Hole Depth Notch Length Q 2 x 4 None None None None 2 x 6 1 1/2 7/8 1 3/8 1 1/2 O 16"x 16"3,500 PSI CONC. 2 x 8 2 3/8 1 1/4 1 7/8 2 3/8 FOOTING@ 3'-0"BELOW ? l NOTCHING AND DRILLING DETAIL 2x10 3 11/2 23/8 3 GRADE SCALE: N.T.S. Z 2 x 12 3 3/4 1 7/8 2 7/8 3 3/4 CROSS(D - PORCH SCALE: 3/8"=P U Q --------------------------------- EXISTING CHIMNEY TO BE REMOVED A r AND ROOF I - A1o1 PATCHED I A 01 I I i A O1 ( Q I I I � j I I w I I I I I I I I I i I I I I I I I i z I i i i 5 I I I I W •� z I I I t-T---------------------- I I I I I I I Q I I I I I I I I I I I N N —t--- -- -- ---- -- ---- - ---- � I I I I INSTALL TAPERED I o o- - - - - - - - - - I a z XI SLEEPER RAFTERS I d Q a > Q Z 12 EXST.RIDGE 12 � o 0 0.25. I I —0.25 I U a I I I I I I I d INSTALL TAPERED I I I U o SLEEPER RAFTERS I U. j L---------------------- ——————— -- ------- I oo . 3 o WW � W w TWO LAYER(BASE AND I Ct Q Q GRANULATED CAP SHEET) NEW CHIMNEY TO EXTEND I - - --- - - - -- - --- -- - - -- -- - - --- - - - � I E" ROLL ROOFING TO BE MIN.2'-0"ABOVE ANY da INSTALLED AS PER COMBUSTIBLE MATERIAL c I 00 w MANUFACTURER WITHIN A 10 0 RADIUS 3,-4„ i i SPECIFICATIONS I •r-I o I 4-0 I � ( MASONRY WALL CLADDING-INSTALL MIN.22 I -- -- -- -- - - -- - - -- - - ---- - --- -- -- -- -- -- ---- -- - - -------- � •� •^ GA.ZINC COATED CORRUGATED TIES(MIN.J" 3 I WIDE x 6"LONG)@ 16"o.c.VERTICAL AND HORIZONTAL-TIES TO BE INSTALLED AS MASONRY VENEER IS INSTALLED TO INSURE N PROPER ALIGNMENT w/MORTAR JOINTS L - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ROOF NOTES: 01 Q) -For roof slopes of(2)two units vertical in c3 .-� Q (12)twelve units horizontal(2:12),up to(4)four F_4 ATTIC PLAN ROOF PLAN units vertical in(12)twelve units horizontal (4:12),underlayment shall be(2)two layers O applied in the following manner:apply a 19-inch ^ strip of underlayment parallel and starting at the 0 es apply 36-inch wide "-..I o e the tsheets of undrlaYmenoverlla pin successive 0 x sheets 19-inches.Distortions in underlayment Q '� p shall not interfere with the ability of the shingles Q 00 E to seal. 00 -For roof slopes of(4)four units vertical z o in(12)twelve units horizontal(4:12)or greater, �, N underlayment shall be(1)one layer applied in the following manner:underlayment shall be applied o O ashingle fashion,parallel to and starting from the eave and lapped 2 inches,distortions in the o underlayment shall not interfere with the ability t of the shingles to seal.End laps shall be 4 inches O " A.C.Q. TOP RAIL - JOIST (TYP) and shall be offset by 6 feet. x ATTACHED w/ #8x2+j" s'-0" MAXIMUM " A.C.Q. TOP RAIL - -Provide venting of concealed rafter space. WOOD SCREWS SPACING ATTACHED w/ #8x2�" WOOD -Provide flashing at all valleys. 00 SCREWS (R905.2.8.2) O bA -Provide stepped flashing where roof line ALIGN GUARD POST 2 x 4 A.C.Q. TOP AT JOIST LOCATION RAIL meets side wall.(R905.2.8.3) 3 2 x 4 A.C.Q. TOP AND -Install all strapping and nailing to code. BOTTOM RAIL ATTACHED WITH 2 x 2 . C.Q. BALUSTER M -Underlayment shall be fastened 8x(2) # 2�" WOOD SCREWS 5"EACH H W SPACING - ATTACH n WITH (2) #s WOOD sufficiently to hold in place. -Provide drip edge at eaves and rake edges (� RIM JOIST SCREW (TOP AND BOTTOM) p g g 4 x 4 A.C.Q. t0 code. O - GUARD POST x POST -Fasteners for asphalt shingles shall be 2 4 A.C.Q. BOTTOM RAIL galvanized steel,stainless steel,aluminum or L (2) " DIA. THROUGH k:r:Hcopper roofing nails,minimum 12-gage shank N BOLT WITH WASHERS -- -- (2) J" DIA. THROUGH BOLTS with a minimum s"-diameter head,complying DDT2Z SIMPSON w/ WASHERS with ASTM F1667'of a length to penetrate •,.. � ° i i � STRONG-TIE CONNECTOR DDT2Z SIh1PSON through the roofing materials and not less than 3 STRONG-TIE into the roof sheathing.Where the roof sheathing CONNECTOR OPENINGS SHALL NOT ALL THE is less than 34"thick,the fasteners shall penetrate L z LATERAL SUPPORT AT GUARD POST GUARD RAIL -TYPICAL SPHEREE Or A 4" DIAMETER through the sheathing. p U Q -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -jli it A", t ij,JI i-I J, J! fl I i it 11 1 i i 1 1 �j 11 1j"!,J:..�L",U", ij H U i J' L T J_ 1_1111__�":__.�; i� 1 j"Y I Jlj "J AOL .......... c1q Lj P4 17 U .7777-T 101HI C:> a) z FRONT WEST ELEVATION �' z z C� 0 r_.� c1i) Ln cd 0 u C) — — — ------ - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ct i it ti 1� J Iii 1�4 J U !J Ull 411111-1 Ji ij T 71 J! I _j i,�, 'TJ V" _T_ _5 !Lj -IF j F iji i F,J "Ir"111,11 3.11 Tj 1 ji qM u�j J: 1 1 i i 1"Ji it 1 H tj i� 00 J;'J",it i, !J, rn cd IF __1A Ji1j!11.1j1!_u ............ J� Fi cd �,H F. L., �� !',1 1. r. hi ..........F'rF F j it 4,IJ[j 'Ci-9 "I1i '1 F 1 it L eY !�l , i 11 Fi i": P1, F i, 1- j 1i 1! ; !l 1! 11 ji 1! iT lTli Fid iF 9' P-E J I I ; 4 IF F iF �j F FJ 5 IF W4 F 7� .......... ct I;Lz, 0? I r-D Lj 0 7� t 00 0c) T, r -I T c; T-_;,zr rA Li t 00 rA I cd SIDE (SOUTH) ELEVATION SCALE: 1/4"=I' 7F rTl rA u -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t 1] 11 11f7,1L" j t • 1!I j i ij t 1TJdJ"I . J, L " " iI LIt__U_s j 1JU !J, L, it J 1Xi. i! JJ 1 j _ ' , j,I li it 1; if it I 1-7 j H T lir" III, it; I P 1'� IN cn :=e Lj I .- IF N CIA 0 C) --- O Q) v V/ � N N REAR EAST ELEVATION z Lo Z. 00 U_ CD C) — — — — — — — — — — — — — — — — — — — — — — — — — — ct ......... JIJ lJ ji, -:]IJ J.] it 1"j ', I I I I I ;- -1 1 U 1, , , , 1 00 JJ I U_ I jil li !Fi 1, ftH!ij, I " I I , 1 1, 1, U I. I_J.��i y;-j U)"I 11 1 fj 00 L! IJ F _1 J1 I b 11 "tJU bito "ji L_U 1-11-vt�,_tl I i"T" I[A"Y' 1 1 L I i 1, �!_j ILK;, 71" 11__j H I L if .T t Lj cj i �j I i .rc j as 11'_� U,,Z�1 L ij 31� !4J." 1 5 if , , 111 i �, 0 f V! 11 -Ui ULT Ill il j� 1 J."', J t. it iYt LJ it I t 1: 1 41 L' Iji! I ti, TtY T 'T 1, It CI:3 � O 00 1=1 1=1 =1 00 0 - — kn z IttO O — O Li I I O bA SIDE NORTH ELEVATION C-� O 00 cn T== ILI as U