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HomeMy WebLinkAbout36484-Z �g11FFD��C TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36484 Date: 6/16/2011 , Permission is hereby granted to: X. r Mastro, Louis & Mastro, Elizabeth ' 25 Compass Ln Levittown, NY 11756 To: demolish a dwelling & construct a new single family dwelling per ZBA decision # 6417 and Trustees Pmt#7512 as applied for Note:This permit does not include the garage relocatio [arr. r At premises located at: 1595 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5=9 Pursuant to application dated 6/9/2011 and approved by the Building Inspector. To expire on 12/15/2012. Fees: DEMOLITION $333.40 ;SIN,,LE FAMILY DWELLING-ADDITION OR ALTERATION $1,755.20 CO -NEW DWELLING $50.00 Total: $2,138.60 Building Inspector o�g�FFO(,�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36484 Date: 6/16/2011 Permission is hereby granted to: Mastro, Louis & Mastro, Elizabeth 25 Compass Ln Levittown, NY 11756 To: demolish a dwelling & construct a new single family dwelling per ZBA decision # 6417 and Trustees Pmt#7512 as applied for Note:This permit does not include the garage relocation plan. At premises located at: 1595 Bayview Ave, Greenport SCTM # 473889 Sec/Block/Lot# 52.-5-9 Pursuant to application dated 6/9/2011 and approved by the Building Inspector. To expire on 12/15/2012. Fees: DEMOLITION $333.40 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,755.20 CO -NEW DWELLING $50.00 Total: $2,138.60 Building Inspector JF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST JING DEPARTMENT Do you have or need the following,before applying? vVN HALL Board of Health JUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail'to: Disapproved a/c Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) aSCOMPNSS Lkk); . i 1E01 rvW ;W . (Mailing address of applicant) I rJ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises LOV 15 d lr Li Z KBETH MNST J�,n (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Naive and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1595 8ftqu1cw P\,1/E' Sou-T�-(0L.4� House Number Street Hamlet County Tax Map No. 1000 Section 5a Block S Lot q Subdivision 5 U M MEI, H AU E hf Filed Map No. LJ 7 ? 2$CLLot z : anc proposed ►� 2. State existing use and occupancy of premises and intended use and occupancy Y of P p osed construct a. Existing use and occupancy l )(a l C FAJ4 It Iz ES lb EN C-C- I b. Intended use and.occupancy i p�.j - �.- 3. Nature of work(check which applicable): New Building Addition k/- Alterations_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars (') 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. —N (� 7. Dimensions of existing structures, if any: Front`?A IT S' Rear 20 a 33 3' Depth 4D, Q S1 Height 14 0 0 ° Number of Stories I Dimensions of same structure with alterations or additions: Front ?tD, 14S Rear O Depth 40. I QSI Height Al ,'94 Number of Stories I /@8 Dimensions of entire new construction: Front Rear Depth Height . a--I.- y ' Number of Stories 9. Size of lot: Front �5�) , 00' Rear S'p, QQ Depth 122 _ (�j0 10. Date of Purchase I 0 Name of Former Owner H£LE O 12, T H OM PS O N1 11. Zone or use district in which premises are situated LI O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO J Will excess fill be removed from premises? YES NO 14. Names of Owner of remises Lck E . M AS iTW Address o9S CO" ss LQ vl oJ*hone No.916-y6% E 130� Name of Architect KiC'1I0'ra Roq-6 Address Phone No 'alb-I4 7- Sb$O Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO�� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perfonn or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Signature of Applicant r TOWN OF SOUT U BUILDING PERMIT APPLICATION CHECKLIST j BUILDING DEP Do you have or need the following,before applying? i TOWN HALL Board of Health SOUTHOLD,NY 1 R 4 sets of Building Plans TEL:(631)765-180MAY 2 8 201� Planning Board approval FAX:(631)765-950 Survey SoutholdTown.No Fork net Check BLDG.DEPT. Septic Form TOWN OF SOUTHOLD N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved ((1120 Mail to: di( Disapproved a/c �6 r t o Phone: =4o —E LS— '7i) Expiration qc-2 ilding Inspector (/ APPLICATION FOR BUILDING PERMIT Date I 20J INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.Ifno zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and reg tions,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of a or na�j�e,if a corporation) ►cc�.LP Aro/E (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises LO 6 <g all Z.A4&F_"T!P M A,! Tr=,4? (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 52 Block —57 Lot q Subdivision Filed Map No. Lot J M 2. State existing use and occupancy of premises an4 intended use d occupancy of propos d construction: a. Existing use and occupancy 61 t�;/ try/ /zEE��r V'e b. Intended use and occupancy IS,i!=4 ��},►-ir.LY 0� 3. Nature of work(check which applicable):New Building A�dtti' n Alon X Repair Removal Demolition _Other Work (Description) 4. Estimated Cost A ISO, OOO Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars C7 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. tJ A.;Z- i 7. Dimensions of existing structures,if any:Front 30, ��, Rear 30,333 Depth 4-0, 1'Z5/ Height I*•L7'* Number of Stories 1, Dimensions of same structure with alterations or additions: Front 3d I / Rear 30,33 Depth 4.O./25 Height Number of Stories Z 8. Dimensions of entire new construction:Front wit— Rear Depth Height Number of Stories i 9. Size of lot:Front Sa' 00z Rear S 0# 00 Depth 19 9.00� 10.Date of Purchase O Name of Former Owner � 1� _E' 74,0Mp5dAj 11.Zone or use district in which premises are situated 4 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES_NO�WiII excess fill be removed from premises?YES NO_ 14.Names of Owner of premises Address Phone No. Name of Architect jai ciAp-a rya Address S: Zvi..vr Phone No </Z,- 7-77—Sr2t3v Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO /t *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY COUN OF % TY �_ 16v/4',j�� _being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Co tractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 11V d of MAI 20 L6_ _ aryblic Signature of A pl' t J IRDM 100 POW Sty 0?MM York �.®1.➢s�78900 3ms Jurte 17, _k_ Jun 16 11 11:58a Richard Boyd, RA 797-5081 p.2 REScheck Software Version 4.4.1 Compliance Certificate Project Title: MASTRO R Energy Code: 10 New York Energy Conservation Construction Code Location: u Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 21% Heating Degree Days., 5750 Climate Zone: 4 Construction Site: Owner/Agent: DesignerlContractor. 159613AYVIEW AVE SOUTHOLD,NY Compliance- Passes using UA trade-off Compliance:3.5%Better Than Code Maximum UA:432 Your UA:417 The%Better or worse Than Code index reflects how close to compliance the house is based on cede kad"If rules. It DOES I\*T pmdIda an estimate of energy use or am relafire to a rnininwm-code home. Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1212 30.0 0.0 42 Wall 1:Wood Frame,16"o.c. 2823 21.0 0.0 125 Window 1:Wood Frame:Double Pare with Low-E 376 0.320 120 Door 1:Glass 217 0.300 65 Door 2:Solid 37 0.300 11 Floor 1:All-Wood JoistiTruss:Over Unconditioned Space 1206 21.0 0.0 53 Floor 2:All-Wood JoistfTruss.Over Outside Air 6 21.0 0.0 1 Compliance Statement The proposed building design described here 1%cons! tent with the uilding plans,specifications,and other calculations submitted with the permit application.The proposed building has een degigne to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply Ith the m ndat ry requirements listed in the REScheck Inspection Checklist. 6 & , arne-Titie Sig re Date � EC W � JUN 16 2011 BLDG.DEPT. TOINN OF SOUTHOLD Project Title:MASTRO RESIDENCE �•__.____..___-_.___. --••-•—• —•---------•-•— Report date:06116f11 Data filename: C:IDrawingslMASTRO--elghlMASTRO.rck Page 1 of 1 BU I LD I NO DEPARTMENT NOTES • • >_ S me-so IRLO D SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR FREEZING o - Q SNOW DATA WIND DATA DESIGN GAT. DESIGN UNDERLAYMENT HAZARDS INDEX I - lvl� 3 _LL 19(�l TEMP. REQUIRED n . jm-./ „ O II MPH G WEATHERING - SEVERE 11 SUFFOLK WITHIN 2-O OF NONE RIVERHEAD - 510 GROUND SNOW EAVES 0 LOAD 20 TERRAIN XPO5URE B FR05T DEPTH - 3b" '_ )AYVH(-D - n N779W pL �R595 L! SNOW EXPOSURE WIND BORNE DEBRIS TERMITE - MOD TO HEAVY 1L�`9 SGUT=l'70 Dq B AREA 'I I I I DECAY - SLIGHT TO MOD ffl q 1.0 PARTIALLY EXPOSED OF I i I 1 I � I 0 GONSTRUGTI ON NOTES THIS PROJECT CONFORMS TO THE 2007 RESIDENTIAL CODE OF THE STATE OF NEW YORK SEE DETAIL SHEETS FOR NAILING SCHEDULES AND STRAPPING DETAILS X >: U) CONFORMS TO THE 2007 RESIDENTIAL CODE OF THE STATE OF NEW YORK GENERAL TREAD DEPTH PER R311.5.3.2 - THE MINIMUM TREAD DEPTH SHALL BE q INGHE5 (22q MM). THE TREAD DEPTH BUILDING PLAN REVIEW NOTE: 0LH ALL STRUCTURAL PLYWOOD SHALL MEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREM05T PROJECTION OF THE CONTRACTOR SHALL COMPLY WIITH ALL TION DOCUMENTS. CONTRACTOR SHALL BE AMERICAN PLYWOOD ASSOCIATION (APA) THEE ADJACENT TREAD5 AND AT A RIGHT ANGLE TO THE TREAD'5 LEADING EDGE. THE GREATEST TREAD THE SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION PROPERLY CERTIFIED and LICENSED FOR THIS S PROJECT.DO NOT SCALE DRAWINGS. FOLLOW ]DIMENSIONS AS SHOWN ON DRAWINGS. ALL METAL JOIST HANGERS AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT DE:PTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/6 INCH ((13 MM). THAT, TO THE BEST OF THE LICENSEES BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT 151 I GONNEGTING POINTS. INSTALLATIONS BE BY TEGO CONNECTORS AND SIMPSON OR APPROVED EQUAL. THEY WIMIDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES (254 MM) MEASURED AS ABOVE AT A -ACCURATE SCOPE OF THI5 WORK 15 INDIGATED ON THE DRAWINGS AND THESE NOTES. SHALL SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES SPEGIFICATIONS AND RECOMMENDATIONS POINT 12 INGHE5 (305 MM) FROM THE SIDE WHERE THE TREADS ARE NARROWER. WINDER TREADS SHALL -GONFORMS W G ITH OVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION c� :?: CONTRACTOR SHALL OBTAIN AND PAY ALL FEES, PERMITS, DEPOSITS FOR UTILITIES REQUIRED FOR THE AND THE RESIDENTIAL GODS OF THE STATE OF NEW YORK HA'=VE A MINIMUM TREAD DEPTH OF 6 INGHE5 (152 MM) AT ANY POINT. W -CONFORMS ANY FLIGHT OF STAIRS, THE CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF PROJECT EXCEPT FOR THE BUILDING PERMIT. GR'.EATEST WINDER TREAD DEPTH AT THE 12 INCH (305 MM) WALK LINE SHALL NOT EXCEED THE SMALLEST LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, 3 X w ALL WALLS, FLOORS AND CEILING 5URFAGE5 NEW OR EXISTING SHALL BE PATCHED AND OR FINISHED TO BY'MORE THAN 3/b INCH (q.5 MM). 1 -15 THE RESPONSIBILITY OF THE LICENSEE WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING MATCH EXISTING SURFACES DESIGN NOTES: JURISDICTION D CEILINGS TO BE TAPED AND SPAGKLED 3 GOATS. PAINT AS SELECTED BY OWNER. LIC.�HTING OUTLETS ADDITIONAL LOCATIONS SECTION E3803.3 CONTRACTOR SHALL REMOVE ALL GON5TRUGTION DEBRIS FROM THE J ALL WALLS AN OB SITE AND LEAVE THE FACILITY IN ATf LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ENERGY NOTES H -uu -4 A BROOM GLEAN CONDITION. ALL GLA55 SHALL BE THOROUGHLY GLEANED AT THE COMPLETION OF INSTALL MOISTURE RESISTANT GYP BD IN ALL NET AREAS ILLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE LEVEL ACCESS, I. WOOD FRAMED FLOORS, WALLS AND GEILING5 SHALL HAVE AN APPROVED VAPOR BARRIER (PERMEANGE CONSTRUCTION. ANY PAINT SPECS AND OR CONSTRUCTION MARKS SHALL BE REMOVED FROM ALL FINISHED ALL TJI'S TO BE BY TRUSS JOIST,GEORGIA PACIFIC OR APPROVED EQUAL INCLUDING OUTDOOR EGRESS DOORS FOR ATTACHED GARAGES AND DETACHED GARAGES WITH ELECTRIC -y�- RATING OF I.O PERM) INSTALLED ON THE "WARM IN WINTER" SIDE OF THERMAL INSULATION. 0� m SURFACES POWER. 2. WINDOW5 AND SLIDING DOORS SHALL HAVE A MAX. AIR INFILTRATION RATING OF 0.3 GFM PER SQUARE DEMOLITION AS PER DEMOLITION PLANS LAWDIN65 FOR STAIRWAYS PER R311.5.4 FOOT OF WINDOW AREA. 5WINGING DOOR5 SHALL HAVE A MAX. AIR INFILTRATION RATE OF 0.5 GFM PER L )THIS BUILDING 15 LOCATED IN A 110 MPH WIND ZONE AND 15 DESIGNED IN ACCORDANCE WITH THE 2007 T4ERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH 5TAIRWAY. SQUARE FOOT OF DOOR AREA. �, 3. ALL FIREPLACES HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 GFM. ALL RESIDENTIAL CODE OF THE STATE OF NEW PORK AND THE WOOD FRAME CONSTRUCTION MANUEL-WFGM FINISHES EX(GEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, FLUES SHALL HAVE TIGHT SEATED DAMPER WITH A MAX. AIR LEAKAGE OF 20 GFM. ALL FIREPLACES ,� y I ,-02001 EDITION AS SELECTED BY OWNER PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. SHALL HAVE TIGHT- FITTING NON-COMBUSTIBLE DOORS. ���Illlll��� SITE WORK: CLEAR AND GRUB CONSTRUCTION AREA OF ALL ORGANIG MATERIAL AND FILL WITH GLEAN INSULATION A IFLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RI5E GREATER THAN 12 FEET (3658 MM) BETWEEN 4. THE CONTRACTOR SHALL SUBMIT THE DESIGN, SIZE AND TYPE OF MECHANICAL SYSTEMS WHIGH WILL BE SAND TO ELEVATION OF BOTTOM OF SLAB. SURFACE MATERIAL MAY BE USED FOR FILL OF LANDSCAPED PROVIDE FIBERGLA55 INSULATION PLUS VAPOR BARRIER IN WALLS,CEILINGS, FLOORS AND WHERE NOTED FLOOR LEVELS OR LANDINGS. USED, INSUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING DEPARTMENT. AREAS OF THE SITE. FILL BROUGHT TD THI5 SITE SHALL BE NON CONTAMINATED 501L. ON DRAWINGS, INCLUDING CEILING BETWEEN GARAGE AND HOUSE. FOLLOW MANUFAGTURER'5 INSTRUCTIONS THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE 5TAIRWAY SERVED. EVERY LANDING SHALL 5. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 85 DEGREES FAHRENHEIT. HA>VE A MINIMUM PIMEN51ON OF 3b INCHES (114 MM) MEASURED IN THE DIRECTION OF TRAVEL. 6. ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED BY CODE. FOR PROPER USE 7. HVAG CONTRA(*.)OR SHALL VERIFY HEAT LOSS CALCULATIONS. O CONCRETE ALL FOUNDATION WALLS AND FOOTIINGS SHALL BE CAST ON SOLID APPROVED BEARING SOIL, SEE CHART DOORS AND WINDOWS HA>NDRAILS PER R311.5.6 HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE 51DE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT U U) WITH A MINIMUM DEPTH OF 3'-O" BELOW GRADE. 501L SHALL BE UNDISTURBED VIRGIN SOIL DOORS AND WINDOW5 SHALL BE COMPLETE AND SHALL INCLUDE FRAMES, TRIMS, EXTEN510N JAMB5, 51LL5, SAFETY GLASS REQUIREMENTS PER R308.4 w It', STOOLS, GA51NG5, SCREENS, HARDWARE, ETC WIITH FOUR OR MORE RISERS. 01 ALL FOUNDATION WALLS AND FTGS :SHALL BE POURED CONCRETE SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: n WINDOWS AND EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED HEIGHT PER R311.5.6.1 - HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING to UNLE55 SHOWN OTHERWISE,CONCRETE 5LAB5 SHALL BE 4" THICK,SET ON 4" THICK GRAVEL BED, WITH 1. ANY GLAZING IN ANY DOOR TYPE v b" X 6% 10/10 WELDED WIRE MESH RIFINFORGING. AND WEATHERSTRIPPED. ALL GLAZING SHALL BE LOW-E, DOUBLE-PANED. ALL WINDOWS TO BE ANDERSON THE TREAD MORE IIN6,OR INCHES S6SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES (864 MM) 2. GLAZING IN ANY WALLS ENCLOSING A 5HOWER, TUB, SAUNA OR STEAM ROOM,* N OR EQUAL 3. ANY WINDOW5 WITHIN 24" OF A DOOR.* THIS PROJECT HAS 2p00 P5F LOAD BEARING PRESSURE ONLY IN WIND BORNE DEBRIS AREA-SEE CHART ABOVE: C�C7NTINUITY PER R311.5.6.2 - HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF 4. ANY INDIVIDUAL PANE OF 6LA55 WITH AN AREA GREATER THAN q.0 SQ. FT. WHERE T'HE BOTTOM IS ( , r` FURNISH AND PLACE IN THE STORAGE ROOM, PAINTED WOOD 5TRUGTURAL PANELS, 7/I6" MIN THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LESS THAN lb" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW. v � TABLE R40i 1.4.1 THICKNESS WITH A MAXIMUM SPAN OF B FT. FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS LO)WE5T RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS 5. GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR POOLS WITHIN Y OF OF THE WATS'.UR 0z } PRESUMPTIVE LOAD-BEARING VALUEES OF FOUNDATION MATERIALS A SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 2-1/2" #(h 56REW5, 16" 0. G. FOR SPANS < 4 O1R SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 6. GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-O" HORIZONTALLY OF A WALKING �Nl1RFAGE.* L FT, 12" O.G. FOR SPAN5 < 6 FT., AND Cl" O.G. FOR 5PAN5 < 8 FT. AT ALL WINDOWS. INCH (3b MM) BETWEEN THE WALL AND THE HANDRAILS. * THE REQUIREMENT DOE5 NOT APPLY IF THE E30TTOM EDGE OF THE GLA55 15 MORE THAN 6,0" ABOVE THE ` D LOAD-BEARING PRE55URE FLOOR. d GLA55 OF MATERIAL (POUNDS PER SQUARE FOOT) FIRE STOPPING EXCGEPTIONS: CL PROVIDE FIRE STOPPING AS PER THE 2007 RESIDENTIAL CODE OF NEW YORK STATE. FIRE STOP I. HANDRAILS SHALL BE PERMITTED T BE INTERRUPTED BY A NEWEL POST AT THE TURN, 4 CRYSTALLINE BEDROOK 12,000 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER n CONGEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR,ATTIC, OR CORNICE CONSTRUCTION ASPHALT ROOF S';iiV6LE NOTES SEDIMENTARY AND FOLIATED ROCK 4,000 AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS IN 5UGH CONSTRUCTION, SHALL BE FIRESTOPPED OR THE LOWEST TREAD. !__I 4 SANDY GRAVEL AND OR GRAVEL FILLED WITH NON COMBUSTIBLE MATERIAL TO PREVENT THE PA55AOE OF FLAME,SMOKE, FUMES AND HOT ASPHALT ROOF SHINGLESREQUIREMENTS SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL 1 3,000 GA5ES. FIRE STOPPING OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH CAN SHAPED, FITTED AND GUJARDS PER SECTION R312 COMPLY WITH THE REQUIREMENTS OF ASTM D-225 OR D-3462 �" (ON AND GP) PERMANENTLY SECURED IN POSITION. FIRE STOP CONGEALED VERTICAL 5PAGE5 IN WALLS AND ALL FASTENERS FOR ASPHALT ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS, ArLUMINUM, OR O W GUJARDS REQUIRED PER R312.1 COPPER ROOFING NAILS. FASTENERS SHALL BE MINIMUM 12 GAGE 5HANKED WITH A MINIMUMI 3/8 PIA. > SAND, SILTY SAND, CLAYEY SAND, STORY,50 THATLSUGH 5PAGE5 HILL I L NOT BE GONT NUOU5 FOR MORE THAN ONE STORY OR COMMUNICATE UPPERMOST � 4 SILTY GRAVEL AND CLAYEY GRAVEL PO:RGHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE HEAD,AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND TINE SHEATHING. 2,000 WITH CONGEALED HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION. SPACE BETWEEN FLOOR FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (ql4 MM) IN HEIGHT. OPEN SIDES o (SW,SPSMSGGMGG) JOISTS WITH CEILINGS ATTACHED DIRECTLY TO THE J015TS SHALL BE FIRESTOPPED FOR THE FULL DEPTH OF STAIRS WITH A TOTAL R15E OF MORE THAN 30 INCHES (762 MM) AE30VE THE FLOOR OR GRADE BELOW ASPHALT ROOF SHINGLES SHALL HAVE THE MIMIMUM NUMBER OF FASTENERS AS REQUIRED BY THE n 1:CLAY,SANDY CLAY, 51LTY CLAY, OF THE JOISTS AT ALL POINTS OF SUPPORT, UNDER SUPPORTED WALLS AND PARTITIONS HAVING A SH,iA.LL HAVE GUARD5 NOT LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE MANUFACTURER. U D CLAYEY SILT, SILT AND SANDY SILT 1,5005 REQUIRED FIRE- RESISTANCE RATING NC,'51NG OF THE TREADS. (�/ Y (GL, MI AND CH) PC.RGHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS FOR NORMAL API-'!-IGATIONS,ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WIITH NO LE55 1L U FIRE STOP CONGEALED SPACES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL WHHERE THE WALKING SURFACE 15 LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR GRADE THAN FOUR (4) FA;�ENERS PER STRIP SHINGLE OR TWO (2) FASTENERS PER INDIVIDUAL SHINcGLE. ,( K FOR 51: 1 POUND PER SQUARE FOOT' = 0.047q KN/M2 AND AT THE CEILING LINE OF THE TOP STORY. WHERE FIRE STOPS ARE NOT AUTO- MATIALLY PROVIDED BE=LOW. 'y I BY THE FRAMING SYSTEM USED, USE CLOSELY FITTED WOOD BLOCKS SAME WIDTH AS FRAMING MEMBERS ASPHALT STRIP �,ri'*dSLES SHALL HAVE A MINIMUM OF 51X (b) FASTENERS PER SHINGLE WHERE THE EAVE IS I � A. WHEN 501L TE5T5 ARE REQUIRED BY SECTION R401.4,THE ALLOWABLE BEARING CAPACITIES OF THE GUARD OPENING LIMITATIONS PER R312.2 20 FEET OR HIGHER ABOVE GRADE OR WHERE THE BASE WIND SPEED 15 120 MPH OR GREATER. SOIL 5HALL BE PART OF THE RECOMIMENDATION5 MISCELLANEOUS REQUIRED GUARDS ON OPEN SIDES OF 5TAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND PORCHES 00 PROVIDE GUTTERS AND LEADERS AND GRADE 501L TO DRAIN AWAY FROM HOUSE. PROVIDE DRYWELL5 AS SMALL1 HAVE INTERMEDIATE RAILS OR ORNAMENTAL GLOSURES WHICH DO NOT ALLOW PASSAGE OF A MISCELLANEOUS (_ 5TRXTION NOTES Z B. WHERE IN PLACE SOILS WITH AN /ALLOWABLE BEARING GAPAGITY OF LESS THAN 1,500 P5 PER LOCAL TOWN CODES. COLOR HA5 SELECTED BY OWNER SP=HERE 4 INGHE5 (102 MM) OR MORE IN DIAMETER. (�� ID TO BE PRESENT AT THE SITE, THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS IN KITCHENS PROVIDE APROPERLY-SIZED EXHAUST FAN, DISCHARGING TO THE OUTDOORS. ALL GONGRETE r,,.,i- , SHALL CONFORM TO REQUIREMENTS AND REGOMMENDATION5 OF AGI-301-qb 1� 0 INVESTIGATION , EMS EPTIONS: "SPEGIFIGATION� )R STRUCTURAL CONCRETE FOR BUILDINGS" REINFORCING STEEL SHALL CONFORM TO IN BATHROOMS, PROVIDE A MEDICINE CABINET AS SELECTED BY OWNER. 1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE ASTM A-615 &,WOE 60 TABLE R402.2 PROVIDE 5/8" FIRE CODE GYPSUM BOARD ON CEILING ABOVE HEATING UNITS AND WALLS. OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF 5UGH A SIZE THAT A SPHERE b INCHES (152 MM) �---� CANNOT PA55 THROUGH. ALL STEEL WOR1..- ',:TALL CONFORM TO THE REQUIREMENTS OF THE AI5G "SPEGIFIGATIONS FOR DESIGN, r ,0,,, MINIMUM SPEGIFIEED COMPRESSIVE STRENGTH CONCRETE THE OWNER AND CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES, LAWS, 2, OPENINGS FOR REQUIRED GUARD5 ON THE SIDES OF STAIR TREAD5 SHALL NOT ALLOW A SPHERE 4 FABRICATION AN':� �: EGTION OF STRUGTURAL STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO A5TM �f ` A RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS PROJECT AND TO VERIFY ALL DIMENSIONS, 3/8 INCHES (107 MM) TO PASS THROUGH. A-572(GRADE 5C r.ND A-501 ''e,*,,� TYPE OR LOCATIONS OF MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c) MATERIALS AND THE LOAD-BEARING GAPAGITY OF THE 501L PRIOR TO START OF WORK. ALSO, VERIFY I NEGLIGIBLE MODERATE SEVERE ALL CONDITIONS FOR WORKABILITY. THE ARGHITEGT WILL NOT ENGAGED IN THE SUPERVISION OR r ci3 CONCRETE CONSTRUCTION INSPECTION OF THIS PROJECT DURING CONSTRUCTION. THE GONTRAGTOR SHALL COMPLY WITH THE ALL ELEGTRIGAL W_��K SHALL CONFORM TO LOCAL NEC, AND UNDERWRITERS LABORATORY , -� -' IGAL NOTES, REQUIREMENTS. BASEMENT WALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,500C CONTENTS OF THE SPECIFICATIONS FOR THESE DRAWINGS " TR GONGRETE NOT EXPOSED TO THE WEATHER T14E SCOPE OF THE ELEGTRIGAL WORK ENCOMPASSES An OPERATING ELECTRICAL SYSTEM AS INDICATED PRE-FABRIGATEL' I •R.EPLAGES AND FLUES SHALL BE UL APPROVED. .i SMOKE ALARMS AND CARBON MONOXIDE ALARMS 011II THE DRAWINGS AND NOTED HEREIN. IT 15 NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR BASEMENT SLABS AND INTERIOR SLABS ON 2,500 2500 2SOOC SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: DE:I`TAIL OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SECURE AND l `) �' INSTALL SMOKE [;;=IEGTORS AND CARBON MONOXIDE DETECTORS IN AGGORDANGE WITH AL1L STATE AND � " r GRADE, EXCEPT GARAGE FLOOR 5LAB5 I. IN EACH SLEEPING ROOM. PAY FOR ALL REQUIRED ELEGTRIGAL PERMITS AND PROVIDE ALL NECESSARY LABOR, MATERIAL AND AND LOCAL CODE REWREMENT5. BASEMENT WALLS, FOUNDATION WLL5, 2,500 3,000D 3,000D 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS EQUIPMENT TO CONFORM TO THE INTENT OF THE SCOPE OF WORK. THE ELECTRICAL INSTALLATION SHALL e•f' �' A�R EXTERIOR WALLS AND OTHER VETIGAAL 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS B GRCOMPLYUT NOT INCLUDIN CAWL COMPLY WITH ALL RULES, AND REGULATIONS OF THE NATIONAL ELECTRIC, COPE (NEC), LOCAL BUILDING OWNER THE SHALL_ ",QRANGE FOR SUPERVISION OF THE CONSTRUCTION WORK TO INSURE CO)MPLIANGE WITH ~, CONCRETE WORK EXPOSED TO THE WEATHER SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND COPE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY FURNISHING PRIMARY SERVICE. THE CONTRACT DOCUMENT5. PORCHES, CARPORT 5LAB5 AND 5>TEPS WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE EXPOSED TO THE WEATHER AND GiTEP5 L ,500 3,000D'E 3,500 D'E UPPER LEVEL SHALL 5UFFIGE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 ALL MATERIALS, EQUIPMENT, DEVICES, ETC. UTILIZED IN THE WORK, SHALL BE UNDERWRITERS LABORATORY APPROVED�S NO E �- LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. (ULL) LISTED AND SHALL BEAR THE UL LABEL. ARGHITEGT'5 CERTIFIGA.TION i� FLOOR 5LAB5 THI5 ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, INFORMATION, BELIEF, ANID K- ��-�4� ei -.tom ' <' CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: H=:HATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A MEGHANIGAL ENGINEER � ! [4,./t! ( fief FOR 51, 1 POUND PER SQUARE INGH = 6.Sg5 KPA I. WITHIN EACH DWELLING UNIT ON ANY STORY HAYING A SLEEPING AREA PROFESSIONAL .JI,DGENiENT, THE PLANS ARE IN COMPLIANCE WITH APPLICABLE REQUIREMEI�JJ�'jtgF TH B,P,# "� w 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, 5OLID-FUEL P�:UMBING SYSTEM NOTES: RESIDENTIAL GOr:•E OF NEW YORK STATE INCLUDING THE ELECTRICAL CODE DIVISION, GHAPT ER , / ' BURNING APPLIANCES AND EQUIPMENT, FIREPLAGES OR ATTACHED 6ARA6E5 ARE LOCATED. A THROUGH 42 AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. �� A. SE 28 DAYS P51 FIEE: : 1, 1. ��h SY Id B. SEE TABLE R3012(I) FOR WEATHERING POTENTIAL CARBON MONOXIDE ALARM INSTALLED ON ANY STORY OF A DWELLING UNIT HAVING A SLEEPING THIIIE SCOPE OF THE PLUMBING WORK ENCOMPASSES an OPERATING PLUMBING SYSTEM CONSISTING OF THIS ARGHITEGT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE INFORMATION BELIEF AM16TIFY BUILDING DEPAR ME T AT G. CONCRETE IN THESE LOCATIONS 'THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING AREA SHALL SUFFICE FOR THAT STORY WHERE FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID-FUEL DF2AINAGE, WASTE AND VENT PIPING, HOT AND GOLD WATER DISTRIBUTION SYSTEM, AND PLUMBING FIXTURES PROFESSIONAL JUDGEMENT, THE PLANS ARE T F H15 COMPLIANCE WIT ° T AR ME SAT GONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTED ? BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR ATTACHED AUTOMOTIVE PARKING GARAGES COMPLETE WITH TRIM AND TRAP5. TIE INTO EXISTING PLUMBING LINE AS REQUIRED H APPLICABLE COPEEMEC Q)�gHE$ pI0 0 D. GONGRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF GONGR TE) 4 ARE ALSO LOCATED MECHANICAL GOCi= OF NY STATE, CHAPTERS 12 THROUGH 24 AND THE PLUMBING CODE OF �L�TU RIr� )^w�:nt,i,71 tI• d 3. WHERE MORE THAN ONE CARBON MONOXIDE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN ALL WORK SHALL CONFORM TO THE APPLICABLE PLUMBING CODES, AND ALL PERTINENT LOCAL CHAPTERS 25 THROU OH 32. T�.. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN "1 PERCENT REGULATION5 APPLICABLE TO THI5 SECTION. PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL 1- FOljN[jA,,." `;'`�'� rl , (/ INDIVIDUAL DWELLING UNIT, THE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE �JI E. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT INSPECTIONS AND PAY SUCH FEES AS MAY BE THEREBY INGURRED. PERFORM OR OBTAIN ALL TESTS AS Faja�pc,upc)00041-F� ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM NOTICE _ qq SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND N015E LEVELS WITH ALL MAY BE REQUIRED, SUPPLYING ALL LABOR AND INSTRUMENTS NEEDED AND PAY SUCH COSTS INCURRED. THESE DRAWINGS PREPARED FOR THE SPECIFIC PROJEGT INDICATED 15 AN INSTRUMENT OF2:5E�RVln AAfD`f'r ':�''� k:' .; TABLE 3.28 INTERVENING DOORS CLOSED GIVE CAREFUL GON5IDERATION TO THE WORK OF OTHER TRADES AND ORGANIZE THE WORK 50 THAT IT THE PROPERTY OF CUSTOM DESIGNED RESIDENCES. INFRINGEMENT OR ANY USE OF THESE DFRAtrI'11F1(�F6j:;� ELF-Cl, -`''+- ` f �.:�.(� THREE SECOND GUST WIND SPEED (MPH) 110 120 WILL NOT INTERFERE WITH THE OTHER TRADES. EXAMINE THE SITE AND PLANS AND BE FULLY INFORMED ANY OTHER PRGJF=GT OR OWNER, OTHER THAN THOSE INDICATED ON THESE DRAWINGS 15 PRpHIj;RTEj7,QA,iY LIGHT, VENTILATION - 5E ,TION R303 REGARDING LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL EQUIPMENT AND MATERIALS AS ALTERATION OR REPRODUCTION OF THIS DOCUMENT I5 AL50 PROHIBITED BY LAW, WITHOUT H WRIT N, , e^-� , ,, ', BOTTOM PLATE TO FOUNDATIONI 12 3 qI �t„� + - i +1 �' ` �� ANCHOR FOUNDATION SUPPORTING MAXIMUM ANCHOR BOL SPACING (IIN)' ' HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF WELL AS ALL CONDITIONS REGARDING SERVICE CONNECTIONS, GRADE, GROUND CONDITIONS AND ALL CONSENT OF THE ABOVE SAID ARGHITEGT, " f -E�yr,Y III � BOLT CONNECTION RESISITING 1 NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE Fk&CTOR5 INVOLVED IN THE COMPLETION OF THE WORK MECHANICAL PER MI703 v1,, �nw�' ,1 w THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH tA T�u E Y. w1il 'c'LATERIAL AND SHEAR LOADS 1/2' ANCHO BOLTS 5/8" TYPE 'x'GYPSUM BOARD AT WALLS 4 CEILING OF UTILITY. PROVIDE 3/4 HR. FIRE RAIL Ra �� ,- � b�3'OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWI5E BE READILY CONTROLLABLE FLIIRN15H AND INSTALL ALL SLEEVES, HANGERS, INSERTS, ANCHORS AND APPURTENANCES AS MAY BE PROVIDE FRESH AIR FOR MENH. TWO OPENINGS - ONE WITHIN 12" OF CEILING 4 ONE WITHIN ItL . af 1-3 STORIES 30. BY THE BUILDING OCCUPANTS. THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF REQUIRED FOR PROPER EXECUTION AND FUNCTIONING OF THE PLUMBING SYSTEM. EA. OPNG. TO HAVE I" 50. INCH PER 2,000 BTU/H OF TOTAL INPUT OF ALL APPLIANCES IN 5Mt'�"t;�U'KEhs. �;: ^ ! �' 'Tr " THE FLOOR AREA BEING VENTILATED. BATHROOMS SHALL BE 3 SP OF GLAZING WITH ONE HALF OF WHICH OPENING DUCT TO BE LEVEL OR VERTICAL. �; 5/8" ANCHOR BOLTS � 1�����♦�) 1�s.: .il. 1-3 STORIES 45' ( MUST BE OPERABLE. THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFIGIAL LIGHT AND ALL PIPING SHALL BE INSTALLED TO PROVIDE FOR EXPAN51ON AND CONTRACTION WITHOUT 5TRE551N5 RETAIN STORM WATER P,Uf QF MECHANICAL VENTILATION SYSTEMS ARE PROVIDED. PIPE OR EQUIPMENT. HORIZONTAL DRAINAGE AND VENT PIPING SHALL BE GRADED AT A MINIMUM OF I/8' I 0 I I PER FT INTO THE SYSTEM. VERTICAL PIPING SHALL BE PLUMBED IN TWO DIRECTIONS. PROVIDE NON PURSUANT TO CHAPTER 236 1 PRESCRIPTIVE LIMITS ARE BASED CAN ASSUMPTIONS In TABLE A-3,2 I ! BATHROOM LIGHT AND VENTILATION R3033 GCONDUGTING UNIONS WHENEVER GONNECTING DISSIMILAR METALS IN THE PIPING SYSTEM. MECHANICAL ELF GTRIGAL PER MI305.1.3.1 2 WHEN ANCHOR BOLTS ARE USED T O RESIST UPLIFT, LATERAL AND SHEAR LOADS THE MAXIMUM ANCHOR BATHROOMS, WATER GL05ET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH OF THE TOWN CODE. BOLT SPACING SHALL NOT EXCEEID THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS A LIGHTING FIX TuRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND u � I (TABLE A-3.2C) OF LATERAL AND SHEAR LOADS (TABLE A-3,213), FOR OTHER ANCHOR 50L1� LIMITATIONS AGGREGATE GLAZING AREA IN WINDOWS NOT LE55 THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE FURNISH AND INSTALL STOP VALVES, ESCUTCHEON PLATES,UNIONS,VENTS, ETC. AS REQUIRED FOR THE A REGEPTIGAL 0JTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE SEE SECTIONS 3.2.1.7 AND 3.2.2.3 \\. OPERABLE. THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND MECHANICAL PROPER EXECUTION OF THE WORK. ALL PIPING EXPOSED TO VIEW WITHIN THE COMPLETED 5PAGE SHALL WITH CHAPTER 3�1. a TABULATED ANCHOR. BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS AizE SHEATHED IN VENTILATION SYSTEMS ARE PROVIDED. THE MINIMUM VENTILATION RATES SHALL BE 50 GFM FOR BE POL15HED CHROME OR BRASS AS SELECTED BY OWNER. CLIENT MASTRO { ACCORDANCE WITH SECTION 3.4.4.2:. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT INTERMITTENT VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION. VENTILATION AIR FROM THE SPACE LIGHTING IN STOE2AGE OR EQUIPMENT 5PAGE5 PER E38034 SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.110, SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. GONNEGT ALL PLUMBING EQUIPMENT FURNISHED BY THE OWNER OR BY THE PLUMBING GONTRATOR AND THIS w 0 DATE BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED VON CENTER IN ATTICS, UNDER-FLOOR SPACES, UTILITY ROOMS AND BASEMENTS, AT LEAST ONE LIGHTING OUTLET 4 FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 100 MPH, WITH A TABULATED LATERAL VALUE FROM SECTION REQUIRING WATER DRAINAGE,WASTE AND OR VENTING TABLE A-3.5 GREATER THAN 262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS 5TAIRWAY ILLUMINATION PER R303.6 SHALL BE INSTALLED WHERE THESE 5PAGE5 ARE USED FOR STORAGE OR CONTAIN EQUIPMENT REQUIRING � ALL CONGEALED WORK SHALL REMAIN UNCOVERED OR NOT INSULATED UNTIL REQUIRED TESTS HAVE BEEN SERVICING. 5UGH LIGHTING OUTLET SHALL BE CONTROLLED BY A WALL 5WITCH OR SHALL HAVE AN lY FROM TABLE A-3.5 ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE GOMPLETED AND APPROVED. IF 50 REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TESTS OF INTEGRAL SWITCH. AT LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY TO THESE W STAIR5,INGLUDING THE LANDINGS AND TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN SPECIFIC PORTIONS OF WORK INVOLVED. SPACES. THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. L() DRWN BY SG ARTIFIGIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH LANDING OF THE 5TAIRWAY. FOR WORD FRAMING # - - AR H ROOF VENTILATION PER Rb06.2 Q' CHKV BY ALL JOISTS, BEAMS, RAFTERS AND OTHER LUMBER, SHALL BE CONSTRUCTION GRADE 2, DOUG FIR L G , INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE GODS REQUIREMENTS. ENTT5 THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LESS THAN I TO 150 OF THE AREA OF THE SPACE LANDINGS TO LEVELS NOT LESS THAN IFOOT-CANDLES (II LUX) MEASURED AT THE CENTER OF TREADS AND SHALL INDICATE ADEQUACY ACCEPTABLE QUIETNESS AND CONTINUOUS OPERATION OF ALL EQUIPMENT VENTILATED EY.GEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO I TO 300, PROVIDED AT FB=875 P.5.1., OR APPROVED EQUAL, EXCEPT WHERE SPECIFIED OTHERWISE. PROVIDE 5TRUGTURAL Ham-- DATE 11/17/09 DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL STUDS SHALL EXTEND THE FULL HEIGHT. LANDINGS.AT EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH E ARTIFICIAL LIGHT SPURGE DONATED IN THE WITHOUT OVERLOADING INCLUDING CORRECT VOLUMES, SHALLPRESS BE AND GOODSATIS AND THE TEMPERATURES LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED IMMEDIATE VICINITY OF THE TOP LANDING OF THE 5TAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO AMC) VELOCITIES. DEFECTS DISCLOSED BY SUCH TESTS SHALL BE MADE GOOD AND THE DEFECTIVE PARTS BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET = SILLS AND ALL WOOD IN CONTACT (WITH THE GONGRETE SHALL BE TREATED LUMBER AGO GRADE #2, A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE MADE GOOD AT NO ADDITIONAL G05T TO THE OWNER. TESTS SHALL BE REPEATED AFTER GORREGTIONS BY VE) ABOVE SAVE OR D IN THE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED C� Revlslons SOUTHERN PINE, FB=875 P.5.1. OR APPROVED EQUAL LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. HAVE BEEN MADE. TEST PRESSURES SHALL BE MAINTAINED FOR A CONTINUOUS TWELVE HOUR PERIOD. (qIBY EAVE OR GCRNIGE VENTS. AS AN ALTERNATE, THE NET FREE GRO55-VENTILATION AREA MAY BE ANY FLASHING IN CONTACT WITH AGQ TREATED LUMBER MUST BE COPPER COATED, 5TAINLE55 STEEL OR EXCEPTIONS: UPON COMPLETION OF THE WORK ALL FIXTURES SHALL BE THOROUGHLY GLEANED WITH SOAP AND WATER REOUGED TO I TO 300 WHEN A VAPOR BARRIER HAVING A TRANSMISSION RATE NOT EXGEEDING I PERM DATE ISSUED J 5/3/10 FOR PERMIT DOUBLE DIPPED GALVANIZED I. AN ARTIFICIAL LIGHT SOURCE IS NOT REQUIRED AT THE TOP AND BOTTOM LANDING, PROVIDED AN ADJUSTED AND LEFT READY FOR USE. THIS SECTION SHALL BE RESPONSIBLE FOR PROTECTION OF ALL (57.4 MG/5-M2--PA) IS INSTALLED ON THE WARM SIDE OF CEILING. J 9/3/10 REVISED AS GLEARANGE, WOOD FRAMING SHALL BE AT LEAST 8" ABOVE ADJACENT GRADE. IARTIFICIAL LIGHT SOURCE 15 LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. FIXTURES TO INSURE THAT ALL ARE IN GOOD CONDITION ON JOB COMPLETION. REPAIR AND TDUGHUP TO Q NOTED 2. OWNER-OGGUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN AGGORDANGE THE OWNERS SAT15FAGTION FACTORY FINISHED SURFAGES, SPECIAL GOATINGS, ACOUSTICAL TREATMENTS, MECHANICAL APPLIANGE5 IN ATTICS PER M1305.1.3 0 12/22/10 REVISED PER ZE ALL LAMINATED VENEER LUMBER (L'VL) SHALL BE E=2.0 BY TRUSS J015T OR EQUAL. PROVIDE BLOCKING WITH SECTION RE3301.5. ETC. THAT MAY BE DAMAGED DURING THE PROGRESS OF THE WORK. ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND A U WHERE NOTED AS CLEAR AND UNO35TRUGTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST I- AS PER MANUF. SPECS AND THE RESIDENTIAL GODS OF THE NEW PORK STATE LIGHT ACTIVATION PER R303.6.1 HEADERS: 2 - 2"XIO" UNLESS SPECIFIED OTHERWISE. IN BEARING WALLS, HEADERS SHALL REST ON THE CONTROL FOR ACTIVATION OF THE REQUIRED INTERIOR 5TAIRWAY LIGHTING SHALL BE ACCESSIBLE AT DUGTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-5 APPLIANCE,BUT NOT LE55 THAN 30 INGHE5 HIGH AND 22 INCHES WIDE AND NOT MORE THAN TO FEET IN = 1/9/11 Q3 REVISED PER ZBA THE TOP AND BOTTOM OF EACH STAIRWAY WITHOUT TRAVERSING ANY STEPS. THE ILLUMINATION OF LENGTH WHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE C' WHERE NOTED DOUBLE STUDS, EACH SIDE. APPLIANCE. THE PA55AGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER /___� - EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM INSIDE THE DWELLING UNIT. ALL HOSE BIBB LOCATIONS SHALL BE AS INSTRUCTED BY OWNERry 5 NOT LE55 THAN 24 INCHES WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES DEEP AN[D 30 INCHES SUPPORTS: PROVIDE STRUCTURAL SUPPORTS BELOW EACH POST OR STRUT AS REQUIRED. WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. THE CLEAR / / )_ 6/1/11 IS L DTOBLDGDEPT EXCEPTIONS: �LOTHE5 DRYERS EXHAUST 5HALL COMPLY WITH SECTION RMI501 AGGESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INGHE5 BY 30 INCHES, WHERE SUCH DIMENSIONS BRIDGING: WOOD OR METAL , 8'-0'" O.G. MAXIMUM; 2 NAILS PER END. INSTALL PER MANUFACTURES I. LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. ��,,�n � SPECIFICATIONS 2. OWNER-OPERATED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS, SHALL CONVEY THE MOISTURE . r .w C� JOB no. AGGORDANGE WITH SECTION RE3301.5 TO THE OUTDOORS AND SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT TERMINATIONS ("I1� I �;i PARTITIONS: PROVIDE DOUBLE JOINTS UNDER PARTITIONS PARALLEL TO JOISTS UNLESS INDICATED TO BE SHALL BE IN AGGORDANGE WITH THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5GREEN5 ) r 0 O9-72 MORE. PROVIDE DOUBLE JOISTS UNDER BATHTUBS. STAIR TREADS AND RISERS PER R311.5.3 SHALL NOT BE CONNECTED AT THE DUCT TERMINATION- EXHAUST DUCTS SHALL BE EQUIPPED WITH A I l r !} ",I � .;, �- L EXTERIOR CORNERS: 3-2"*4". INTERIOR CORNERS 3-2"*4" exterior WALLS: 2"*4", 16" O.G. INTERIOR RISER HEIGHT PER R311.5.3.1 - THE MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INGHE5 (20cIMM). THE RISER BAGKDRAFT DAMPER. FLEXIBLE TRAN51TION DUGT5 USED TO CONNECT THE DRYER TO THE EXHAUST DUCT I ' Z WALLS 2"x4",I6" o.c. UNLESS OTHERY^IISE NOTED SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN LENGTH. MAX LENGTH OF A � . I `i �� � --I r 'T' 'J } DO N07 PROCEED WITH � SHEET no. RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH CLOTHES DRYER SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF ' � ��IV I 1 + �� 0 l" ERTiF1G � 4 1% iFRAMING UNTIL SURVEY A� l OPENINGS: DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS, FLOORS, GEILINGS, (q.5 MM). TERMINATION. ` � /° * '� ? d OF FOUNIDAT �ii v !OCATION � ROOFS, etc. DOUBLE ROOF RAFTERS HA5 PER ROOF PLAN �) / I ( 1 ��IEa : HAS KEEN APPROVED.. J �' PLUMBEF C'�-�'-,,-,,... - -��JIV J U1r l-LMO L/t- uit-t\,l (")G.1 {%11C CERT/FICATt=r,>/"c;ccLI:~"/ ,'.:CY, r,I T 1AL PA!_-I er,pir�lTllr- SOLDER 0,,-Ti) I,r,.' !'.I� i ;"_,'q INSPECTIO iE UIRED ALL F;_', ..,=.!:' .9 DE SUPPLYS 116;-p ;--t„t ('.'; ,"'r TESTING E-FOkE COVERING EXCEED 2110 OF 1;c L%AD. 0 z: ---_--_-__ARSHAMOMOUE HARBOR ----------- 0 -� * DEMOLITION OF EXISTING DWELLING ( w III AND CON5TRUGT A NEW 2 TWO I O D _ t ®r- ( � O H16H WATER LI -i- 5TORY DWELLING WITH ALL T WALL m �VVJ 5ET5ACK5 AS NOTED ON PLAN 1A I 1 28 0' e. ::D 9 io NAILINO SCHEDULE AND DETAILS FOR STRAP I NO MEMBERS 5 I/4' 8'b 3/4' 10'-0' 8'-b 3/4" 5 I/4' N' 0 " , z WOOD FRAME GONSTRUGTION MANUAL - 2001 EDITION DES 16N MOTES • Q ( I Q NI ND DES I ON I I O MPH REQU I REMELTS L T _ L _� STEP ABOVE � FOLLO�I ENERGY t�tOTEs r3r2xr�HDR - /10'DIA M 1 /a'DIA' IN 1 EXISTING HOUSE LOCATION I I I I. Wood framed floors,walls and ceilings shall have an approved I / / I 14'DIA POURED GONG r once ratio of 1.0 perm) installed on the I �'� L - - - J L - - - J L - - - J �i L - - J •1 D E S 1 C N G A L G U L A T I O N S vapor barrier (pe me g p --; warm to winter" side of thermal insulation. I •► I 50NOTUBE DONAI TO �O 1- NEW LEECHING POOL-W/ 4 r---�---�ii r I 'v 36'X%'XIS"FTG WITH 2. Windows and sliding doors shall have a max. olr infiltration it 1 1 i ,� R301.2.2 2.1 WEIGHTS OF MATERIALS rating of 0.3 GFM per square foot of window area. Swinging `OLIO LAVER (2)POOL I II _-� II REBAR-TYPICAL = 1 AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR ROOFS/CEILING ASSEMBLIES OR 10 P5F FOR doors shall have a max. air infiltration rate of 0.5 GFM per 13'HC�16MY111t11 FR11TER II I t � O' �,H" FLOOR ASSEMBLIES, EXCEPT NOT FURTHER LIMITED BY SECTION R301.22 DEAD LOADS FOR p I GRAVEL AI FER R%. I II II 1 �� u r square foot of door area. Alb �DRAINA��� li Z8.0' �`+ ® u_I__Il WALLS ABOVE GRADE SHALL NOT EXCEED: 3'OF 5ANDIGRYL.BE Ai RIiY. I 1 - I. FIFTEEN PSF FOR EXTERIOR LIGHT-FRAME WOOD WALLS. 3. All fireplaces hall be provided with a damper for outside combustion I II � �II - - - - - - - - - - - - - �'kb'1RE1gTE121.EDCzEFZW/JL2'121AJ5 _ 2. FOURTEEN PSF FOR EXTERIOR LIGHT-FRAME GOLD-FORMED STEEL WALLS. air 150-200 GFM. All Flues shall have tight seated damper with I_ 12'-0 4 1 111 ' ' G a Max.air leakage of 20 GFM.; All fireplaces shall have tight- r 28.0' EIOLTS® 24'0 .5TAGGERED R INTERIOR LIGHT FRAME WOOD WALLS. �J • ♦ 5 TEN PSF FO _ i o ,:;•.:..,�:�: 'r.';�.'•:: .�:.:i"':•.; :;..':.<�:•..•;� `�• �:.:`: ? �• fitting non combustible doors. PR.OP05EDDECK I �aa 1 _ .•. 4. FIVE PSF FOR INTERIOR LIGHT 7777 5! FRAME GOLD-FORMED STEEL WALLS. 4. The Contractor shall submit the design,size and type of mechanical I I t .I 5. EIGHTY F'SF FOfR 8-INCH-THICK MASONRY WALLS. g yp 6. EIGHTY-FIVE P5F FOR 6-INGH-THICK CONCRETE WALLS. systems which will be used, in sufficient detail,as required by ( .• EXGEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 P5F SHALL BE the Building Department. PROP05ED 15T 12W STORY i y• r- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - PERMITTED PROVIDED IN AGGORGAN A IWITHOUABLE CHAPTER0 2 2 IE. 5. All thermostas shall be adjusttble From 55 degrees to 85 degrees QFRAMEDWELLINGLOCATION + I I Forenheit. I 1 .,: I ,•" 1 / 6. All ducts and pipes shall be insulated as required by code. '7. HVAG Contractor shall verify heat loss calculations. EOVV7 HOUSE LOCATIONLO MINIMUM UNIFORM'( P15TRIBUTED DE51ON LOADS lo14' � �' '� � (TABLE R30)1.5) IN POUNDS PER SQUARE FOOT \� s�.FET"Y' C LASS REQU I REMENTs ' b 1 1 `r I I r I USE LIVE LOAD PROPOSED STEPS I I I q I/2'GPI 40 SERIES F,J.0 16'O.G. q 1/2'GPI 40 SERIES F.J.®16"O.G. s I I Q• SAFETY GLA55 REQUIRED AT THE FOLLOWING LOCATIONS: 12'-0" r I I I 1(/ ATTICS WITH LIMITED STORAGE G'H 20 PSF I. Any glazing in any door type _ _ - - L I 0 10 PSF (13 2• Glazin In an walls enclosing a shower, tub,sauna or steam room.* ----s I i- I� 1 ' 1 O ATTICS WITHOUT STORAGE B 3. Any windows within 24" of a door.* Z8.0' _- tti�pi v DEGKSE 40 PSF 4. A individual one of lass with on area greater than q.0 s ft. '4 t PROPOSED I� 1 1 ( 1 I� 1 N where the bottom is less than 16" above the adjacent Finish floor Ib 4 I COVERED �ly 1 I I I 1 n LJ l n EXTERIOR 13ALGONIF-5 60 PSF within 3b" of the window. I 1 I r, I PORCH I 1 5. 6laztng in walls of spas,hot tubs or indoor pools within 5'-0" I I I L -I - FIRST E56APE5 40 PSF of the water.* I L _j 1 FUiURE WATER LINE I I E3011 ER NOTf:S: ,..,•. r D PSI b. Glazing In stairways and landings within 3'-0" horizontally of a t i b I 1 ;;; I I 5/6'TYPE'X'GYP5UM BOARD AT CEILING 1 � N GUARDRAIL.5 AND HANDRAILf5 200 walking surface. II I 1 I GELGGELLAR 6 RADIUS MIN ABOVE M}VH BOILER. * THE REQUIREMENT DOES NOT APPLY IF THE F BOTTOM EDGE OF APPROVED SEPTIC _ a I 10.17' RELOCATED 4"GONG SLAB OVER b I^ H H •!v I V r GUARDRAILS IN-FILL GOMPOtNENTS 50 PSI THE GLA55 15 MORE THAN 60" ABOVE THE FLOOR. n/ A A SYSTEM LOCATION. I'; i y\'``) i I - I I OVER WELL °j ( I 1 4 q 4i L u , �- 1 6ARAOE/SHED ;n 1 I MIL VAPOR BARRIER cv �� PA55ENGER VEHICLE GARAG,�E5 50 P5F ROOMS OTHER THAN 5LEEPINdG- ROOMS 40 P5F s�'I-t?.LT ROOF sH 11�16 NOTES m COMPACTED FILL I I I Q �t �" 3 d I. Asphalt roof shingles shall have self-sealing strips or shall be (MIN) i ��-_ �-`\� (MIN) - 3'O' I I :'t.+ I r`1 W SLEEPING ROOMS 30 PSF interlocking and shall comply with the requirements of A5TM D-225 --I�-r_ it '_; - - d STAIRS 40 P51F C or 0-3462 I : _ ' I� _ ' I -I BOILER I Q 2. All fasteners for asphalt roof shingles shall be galvanized steel, a y � I I 1 stainless,aluminum,or copper roofing nails. Fasteners shall be minimum FOR 51: I POUND PER SQUARE F�00T=0.0479 KN/M,21 5Q INGH=645 MM? I POUND=4.45 N. 12 gage shanked with a minimum 3/&" dia.head,and of sufficient length I E_ a I- ry ' A. ELEVATED GARAGE FLOOR5 5SHALL BE CAPABLE OF SUPPORTING A 2DOO-POUND LOAD to penetrate through the roofing materials and the sheathing. _ W ��;� I Q I L - - J 4"STEEL COLUMN APPLIED OVER A 20-50ARE-ING:1­1 AREA. 3. Asphalt roof shingles shall have the mimimum number of fasteners 05 OI y 1 } Q I DOWN TO 30"X30'XI5" I m I O W B. APPLIES TO ATTIG SPAGE5 IMEETING THE REQUIREMENTS IN SECTION R&02.4.1 FOR required by the manufacturer. QI \�- ; 4 I 1 POURED GONG CONVENTIONAL CEILING J015T'5 AND SECTION R602.1O.1 FOR TRUSSES.ATTICS WITHOUT 4. For normal applications,asphalt roof shingles shall be secured to the roof t I I (2)DRAINS TO I - - - A-5 FOOTING-TYPICAL 55 GALLON DRYYELL 1 0 5TORAGE ARE TH05E WHERE TWE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTER 15 with no less than four (4) fasteners per strip shingle or two (2) fasteners �1 I- i �� I I LESS THAN 42 INCHES,GONFI OR WHERE THERE ARE GURATION CAPABLE OFOGONTA�CONTAINING A RER MORE CTANGLE 42JACENT I)NGH HIGH ES WITH per individual shingle. - J i a I ,4_5 •'' T, ma' s INSULATED ' THE SAME WEB 5. Asphalt strip shingles shall have a minimum of six (b) fasteners per shingle I Z Q �,x,\_J_ 1 1 •~ :. I BY 2 FEET WIDE,OR GREATER, LOCATED WITHIN THE PLANE OF THE TRU55. FOR ATTICS where the cave is 20 feet or higher above grade or where the base wind 3'0"X68" - Q WITHOUT STORAGE,THIS LIVE LOAD NEED NOT BE A55UMEO TO ACT CONCURRENTLY WITH speed is 120 mph or greater. N 0- 1 I 1 5"EXTRA HEAVY STEEL 5'EXTRA HEAVY STEEL I I L I\/E L O,L'.D fZ E=GZ U I R E=M E=N T��. I X �. : ( COLUMN DOWN TO COLUMN D01;TO G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE Q - - I r,-)q I' 36"X36'XIB'POURED - - ( - - -3b" 6'XI8'POURED LOAD OR A Soo-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF A 4 SQUARE �7ENER?�L GONSTRUGTI ON NOTES __�_ ` _Q _ _ _ _• r 7 EXTR�HETW I I INCHES, WHICHEVER. PROC>UGES THE GREATER STRESSES '^ GONG FOOTING I FOOTING , I I IKDX 1 HANCtR5-11 I I D. A SINGLE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. 1. All concrete work shall conform to re uirements and recommendations of 5 3'1 30 00 E 50.00 / (Fur- ;o a � 1 '• I W8X21(FLUSH) I _ LUSH I r=13,'100 X I ,.••': I ® 1 �. 1 E. SEE SECTION R502.2.1 iFOR DECKS ATTACHED TO EXTERIOR WALLS AGI-301-qb "5peciflcations for Structural Concrete for Buildings" _ _ _ F.GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL Reinforcing steel SHALL GOFORM TO ASTM A-615 GRADE 60 / _ O FILLERS SHALL BE DESIGNED 'TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF 2. All steel work shall conform to the requirements of the AISG 'specifications for / I 10'-13/4" I P 13,100 b'-1014' 8'-10' 50 POUNDS ON AN AREA EQUAIL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO c1 �� HI _ _ P rj r AGT CONCURRENTLY WITFH WITH ANY OTHER LIVE LOAD REG2UIREMENT. Design, Fabrication and Erection of Structural Steel For Buildings". 5teel shall conform STEEL5 M5 - 1 � 0 6.APPLIES TO AT SPACES NOTT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE to A5TM A-512(GRADE 50) and A-501 O UNDER BEAM DOWN L ' L- - I I I 1 a B. 5EE SECTION R502.4.2 FOR GONVENTIONAL CEILING JOISTS AND SECTION �i ? All electrical work shall conform to local NEG and Underwriters Laboratory requirements. O N \O Off/ ( TO FOUND WALL-TYP I M 5' PLATFDI?M R802.1Ob FOR TRUSSES. FOR. ATTICS WITH LIMITED STORAGE AND CONSTRUCTED WITH �+ TRU55E5, THI5 LIVE LOAD NEED ONLY BE APPLIED TO TH05E PORTIONS OF THE BOTTOM Pre-Fabricated fire laces and Flues shall be UL roved. Y\ / CHORD OF NOT LESS THAN TWdO ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION p p BA I Y d/�� U �14 `. I r I �� - 1 w- CONTAINING A RECTANG--E 42 INCHES HIGH OR GREATER BY 2 FEET WIDE _. Install smoke detectors and carbon monoxide detectors in accordance with all OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL state and local code requirements. ), 4'STEEL COLUMN ' / 2 DOWN TO 36"X3b'XI8' FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND THE BOTTOM OF ANY OTHER TRU55 b. The owner shall arrange for supervision of the construction work to insure �/ 0 1 1 POURED GONG - I b•. / MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA 15 MET: ng P v�Z 2 compliance with the contract documents. / 4! ' 1. THE ATTIC AREA 15 AGGE551BLE BY A PULL-DOWN STAIRWAY OR FRAMED OPENING IN �O Qi I I FOOTING(I LOCATION) AGGORD.4NG 1- Y�ii Tf-+ S3=GTI ON 80-7.1; A1�tD / .` 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. Q " I I - - -H. ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM / U -~ • y LI\/1= LOA17 SF'�GIFIED FOR SL.F_EF:1INC� ROOMS / _ (3Jgl/2'LVLBEAM(FLUSH) _ / 1 •',, I L I _ J I F i WINDOW EORE55 5GHEOULE (ALL SLEEPING ROOMS) / / l,� I g1/2'GPI405ERIE F.J.9I6'OL. gvYGPI40 RIESF.J.0I6,O.G. C� cy 1 OOR REQQUIRED CLEAR OPENING w rtu A5 A SECOND MEANS OF EGRESS / I�/ ;b 1� I FIRST 5.0 50 FT MINIMUM SECOND 5."1 50 FT MINIMUM\ +r► �_ I. PROVIDED 15 AT LEAST I(1) WINDOW (OR DOOR) IN EACH HABITAL SPACE / y...;'.. FOR EMERGENCY ESGAP'E IN CONFORMANCE WITH N.Y.S. CODE SECTION R310 / / L - - - - - - - - 2"xb' TR ATED•LEDGER W/I/2'DIA 6ALVY LAG•BOLTS® 24'O.G.-STAGGERED- - - - - - MIN OPENING OF 5.1 50 IFT (5.0 50 FT AT GRADE LEVEL WHEN GRADE TO SILL IS LE55 THAN 44' OR LESS) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" (OPERATION NO NEED FOR TOOLS) BOTTOM OF OPENING 0 � 1 v 5 VIA POURED GONG r+ �O SONOTUBE DOWN TO 44 MAXIMUM A.F.F. 2. ALL WINDOW5 MUST BE ,ANDERSEN "LOW E" OR APPROVED EQUAL 30'X30"XIS"FT6 WITH - - [-I- - -1 F_ - - -1 F_ - - -1 REBAR-TYPICAL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I I _ (3)2XIO MDR I I (3)2XIO MR ® _ - _ (3)2XI0 HDR I I (TABLE R301.�) 1 I 1 _ _1 - - - - - - - - - - - - - - - - - STRUCTURAL MEMBER ALLOWABLE DEFLECTION L 13m. J LI- - J L - _1J L - r- _ _ �- -y RAFTERS HAVING SLOPES GRE:ATER THAN 3/12 L/ISO WITH NO FINISHED CEILING ATT/AGHED TO RAFTERS 8'-10' ~ t3'-8 I/2' INTERIOR WALLS AND PAR TITIONS H/Ib0 PLOT PLAN I "=moo' 1- - - - - - - - - -- - - -I SITE INFORMATION OBTAINED FROM 5URVE'.Y PREPARED BY L - - - - - - - - -- - - J FLOORS AND PLASTERED GEILUN05 L/360 15LAW WIDE LAND SURVEYOR5 PROFE55IONAL LAND d CITY%RVEYOR;4-MAY 10,2010 28'-0' 3'-8' p II II ALL OTHER 5TRUCTURAL MEMBIERS V240 LEACHING SECTION-LEACHING ILU- POOL IS TO BE CONSTRUCTED I - EXTERIOR WALLS WITH PLATER' OR STUCCO FINISH H/360 OF PRECAST REINFORCZD CONCRETE LEACHING CLIENT MASTRO EXTERIOR WALL5-WIND LOADS'^ WITH BRITTLE FINISHES V240 DRAINAGE RING: STRUCTURE, SOLID DOWES FOUNDATION PLAN AND/OR SLABS. DATE EXTERIOR WALLS-WIND LOADS'^ WITH FLEXIBLE FINISHES L/120 STORM DRAINAGE CALCULATIONS: 2.0 INCH RAINFALL FINISHED GRADE 5GALE: = 1/4" = V-O" FRONT AREA AND ROOF: NOTE, L = SPAN LENGTH, H = S PAN HEIGHT AREA (SF) x RUNOFF COEFF. = EOUIV. DRAINAGE AREA 8 REINFORCED TRAFFIC F -ALLOW 1' MIN. FOR 3 DRWN 6Y SC A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.1 TIMES THE COMPONENT AND HOUSE ROOF AREA: 1654 S.F. x I.O = 1654 S.F. BEARING SLAB FINAL ADJUSTMENT GHK'D BY GLADDING LOAD FOR THE RIJRP05E OF THE DETERMINING DEFLECTION LIMITS HEREIN. � B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. LANDSGAPING/GRAVEL: NA 5.F. x 0.53 = NA 5.F. INLET 4 MIN. DIA. APPROVED G. FOR ALUMINUM STRUCTURAL- MEMBERS OR PANELS USED IN ROOFS OR WALLS OF TOTAL: 1,654 5.F. PIPE - PITCHED 1/8" PER 1�-0 12 ® ® ® fm M KI D o �_��I LEGEND DATE '11/17/09 SUNROOMS ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLA55 OR SANDWICH 00 M ® ® P] M M1 D jll PANELS, THE TOTAL LOAD DEIFLEGTION SHALL NOT EXCEED L/60.FOR SANDWICH PANELS EQUIV.DRAINAGE AREA x DESIGN RAINFALL = DESIGN VOL.(GU.FT) i I D ® ® ® ® ® 0 0, 11 ~ 1111I1 USED IN ROOFS OR WALLS OF: SUNROOM ADDITIONS OR PATIO GONERS, THE TOTAL LOAD I b54 x .161 = 264.64 GU. FT. 2" RAINFALL BACKFILL WITH CLEAN M III 0 M M ® ® l€O ® 0 R I 1I- DE=F=L_E=GT1 oN S1-fALL NoT E-XGE_E=D L_/I moo. GRANULAR MATERIAL 1 -0 1= 0 ® ® ® ;7 M In D Revisions VOLUMN OF 5TORAOE REQUIRED: 276.22 ALL AROUND BASIN FOR FULL DEPTH �1I ICI NEW FOUNDATION WALLS DATE ISSUED STORAGE CAPACITY/Y.F.OF 10'DIAMETER RING: 65.42 - -il 3'-0" MIN. 10'-O" OUTSIDE _j 5/3/40 FOR PERMIT 0 II COLLAR o DIAMETER -,111- 0 9/3/10 i REVISED AS 5TORAGE CAPACITY PROVIDED: 410.52 cn =1 I z In VERTICAL FEET FROP05ED: (2) 10' DIA. POOL a� 3' DEEP 6" MINIMUM PENETRATION � � � � NOTED 10/6/1C� REVISED AS INTO A VIRGIN STRATA OF - -'-'- -' - - - NOTED SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS > NEW D0012S 12/22/9C�3 REVISF�PER ZBA 4000 PSI CONCRETE LEACHING RING 1/9/11 © REYISED PER ZBA BACKFILL MATERIAL SHALL BE 6/1/11 ISSUED TO BLDG DEPT CLEAN SAND AND GRAVEL TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM .JOB NO. (5ENERAL NOTES 09-72 SCALE:NOT TO SCALE SHEET NO. 1. CLUE AND NAIL ALL PLYWOOD FLOOR SHEATHI NC PER MANUF SPEGS 2. GONTRAGTOR TO VERIFY ALL REUSED WINDOW SIZES tl® 0Z: 5 I/4' 8'-b 3/4" 10'-0 0 ' V-b 3/4' 51/4 L 1 N 2aj'-0" Lal--t 3' HIGH RAILIING WITH 3 0 BALLASTS 0 4" O.G.-TYP ON (3)2XI0 HDR (5)2XIO WR (3)2XI0 HDR �tlJl 8"STRUCTURAL ALL DECK FRAMIN5 TO BE: SNP TREATED WOOD PER NY5 DECK �c v DECK SECTION R31q COMPOSITE DPEGKING 4 M p COMPOSITE DECKING 4'-10' q'-2' q'-2" 4'-10° 4'-10' b'-5' 5'b' b'-5' 4'-10' =x 0 n REUSE REUSE 2'x6"TREATED LEDGER W/1/2'DIA HOLD DOWN-SEE DETAIL REUSE REUSE LLA REUSE � REUSE MARVN P581611 _ P581611 GAL LAG BOLTS 0 24"O.G.STAGGERED fl P5b161I SFEETS-TYPICAL % P551b1I 5234 3234 P551611 Zo • _ _ _ % _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (2) 2XIOHDR _ _ _ _ _ _ _ _ _ _ _ _ (2)II 1/b'LVL HDR (2)14'LVL HDR (2)it 1/b'LVL HDR (2)q I/2'LVL HDR 2 2X10 HDR 2XI0 H (?a q I/2"LVL DR r — — — — — — — — — Hill >- - — — — — — — — —p M VI VIN M1�f�v wvo b b w� I I I I M I I GN36 G 6 GN56 w b- w- m in g a I I I n b'ROf f RAF19. U611 b'win I � I I �3 b, �,-0« 00 v I ( o I ® I b"O.G. I b' 13,q" 12'II' cRv 6' I ( v I 3/4"PLYWOOD ON IN51PE! OUTSIDE FACE OF ENTIRE o I I V4'PLYWOOD ON INSIDE i I N BALK NALL'WITH 1/2'GYP BD � �o OUTSIDE FACE OF ENTIRE ~� n N BACK WALL WITH I/2'GYP BD I I j8� Lu �q� ��,� W ��� I I Lo FINISH I I ( I O 1- 0 I I '� 4 FIN15H 0 I x lL l- ti x as S% cv ® w N JZQ o o :o ;o I r 11 ®I m °J I 1 (2) 2XI0 \\ I w MASTER ® I I � % g V � I W I c BEDROOM J p W I W I BEDROOM Lu i PREFAB WOOD BURNIN5 STOVE.FAG ORY EUILT O .r II''II FIREPLACE SHALL BE L15TED AW LABELED AND o SHALL BE NSTALLED IN AGGORDANG WITH THE `° CONDITIONS OF THE Li5TING.FACTO Y-BUILT o FIREPLACES SHALL BE TESTED IN ORDANGE WITH i UL 121,HEARTH EXTENSIONS IN5TALL IN v o I I ( Q � � m W ALCARDANGE WITH THE LISTING OF FACTORY � DODO ry ® 1 * I I CRICKET 1 0 V °- I I � i w b 13-q 4' 3'b" 4' 4 4 -0 ;o LIVING ROOM = w ARP WIRE SMOKE I POIE3LE — —�� b' I i I o `l j ® D TEGTOR-TYPICAL i i I I 1 -N �' I W n • :o (76'X1'0" ; PULL T wU) `w� II ON it r75 CO�-T I 1 — ,r — �� SEE COVER SHEET w T o STAIR I 1 2"x 6"COLLAR TIES 2'b'xT'0' I I FOR STAIRWAY �v v ILLUMINATION PER '�'" 1 I I I I n 11 1 DOUBLE I 1 VER m 4 f I I I W R303.b - CLOSET K I I I I I I HARD RE CARBON SHEE�OR w Z S I O g 3/4' YWOOD ON INSIDE d ea I I I I Q��v 2N 10"ROOF RAFTS. 2"x 10"ROOF RAFTS. ( I 4 HARD WIRE SMOKE OUi51 FACE OT THIS STAIR trU1 I I HIS K-IN I MONOXI E DETECTOR EXHAUST I �' DETECTOR-TYPICAL WALL WITH V2'GYP BD FINISH 3'-0' b" t�r� b" T'-0" i I I I 1 CLOSET I I I VENTING PER 0 EATING CY4 6' L = -6'.3`- _ :!J 14• 3'-6« 4, M150.1 q,.I" 6' ( I I 1 1 I 10'-11 3/4' b'-101/4' q'2' 5'VIA EXTRA HEAVY § 5'DIA EXTRA HEAVY 3'HIGH 11 WASHER I I I 1 U 15"TEEL COLUMN-TYPICAL 0 RAILING � N t I I I I DRAIN! PAN — `* g S EL COLUMN-TYPICAL � I — — 02 6 I (3)I6'LVL BM GONTII9JOU5 L P=13, (2)16"LVL.BM CONTINUOUS(FLUSH) (2)16,LVL BM GO INUOUS(FLUSH) - - (2)14"L� - {f 5}{)_=-� (2)14"LVL H GONTINJOU5(FLUSH) I I I I a r P V DIA P05T 5"DIA P-131 o P05T - �4 t;� 2-5 �000 P- 1q0 P 2 D I ,c "J 1 - _ I ' Q P-3,1000 2,b. O" ABOVE .r r (I F WALK_IN I I _� 6' TA1O\1E 8 r4n II ULATED Z 4 r _ _ _ G ET Z 3/4'PLYWOOD 0 INSIDE d I I I I Z I " b« p - I I a i t _ ® Y-4' out51DETH 2'6 P BD F x FACE OT THIS$I 15H I I I 0 HALLWAY n ILI WALL htl V I I 11 0 1 R FOYER u,o 5'-0' 4' 8'-5" tib I 4' RAILING LSD N I I I I �,,-.-- ,,, P TFOR n 2 I 5'-4' v 2 '^ PLA1f RM ON o I o - 2b,�0, _I c . :o BEDROOM 2'6•XI'O' AT ROM I SEE VER SHEET FOR W 4 b'-4 I/4' 4« v W I W cr ING PER R303.3I - R KI GHEN m b" 13'-q" 3-b. T.I. fy �zj4 ' o m I I I -- r � Y p 4'_� 4" I I o POWDER ROOM w I 1 4 I 1 1 SEE COVER SHEET FOR ;o VENTING PER R303.3 aw,v `r �►u )i ZOO = I ITLMN6 �� ( I w I - (2)II (2)2X10 HD (2)111/8' HDR I , I • - (2)q 1/2'LVL MR DESK (2)q 1/2"LVL HDR I X24 2"x1O'TREATED LEDGER w I "DI o G 24 (2)111/b'LVL Hf7�R(FLUSH) -;n — — — — — — — — — — — — — — J� �SLOW a� _ �L — — — — — — — — — — — -) — — — — — — — -E LAG BOLTS 0 24'O.C.5T RED — — — — — — — — `n b'-q 1/4' rb'-q" `n 5'•3" 2xb EDGER 7'-b' :4 « 2X8 LED ER — — — — — — — — — — — — P 4'x b'RR n 7k 6'RR J v o N GX25 6 b GX25 �y-1� L —0 v 04. — —1 t,0.G. — J — — — — — — — — — — O fL� U v r x� L GOMP051TEDEGKIN �`�— J x p a v — _ - _ p L - - - - - - - - - - -1 0 N ® COVERED ENTRY ® iv ® 2X�5 LEDGER ;p (3)2XI0 HDR 3 2XI0 HDR (3)2XI0 HDR 0 REUSE ry 0 ON — J STAIRS TO COMPLY W 1 TH N ® FGP305 ® pp ' BUILDING CODE R311.5.1, ROOFF BELOW JI IO TAPERED R311.5.3.2, R311.5.4 AND LL0 N COLUMN-TYP 311.2.2. 5EE COVER SHEET ROOF BELOW FOR ADDITIONAL INFO 0 C) 0 r d' 4'-3" 4'-3' 4'-10' W-II' 4-II 4'-10" Ir E9'-6' 0 2 6'-0' L q 3/4" 8'-10' b'8 I/2' 8'-l0' q 3/4' 3'-8• 1 ROOF PLAN Lu SFGOND FLOOR PLAN lIF I- � Z SCALE: = I/4" = I'-D" tu SCALE: = 1/4" = 1'-0" CL-IENT MASTRO FIRST FLOOR PLAN NOTES: DATE I. PROVIDE RIDGE VENTS SCALE = I/4" = I'-O° 2. PROVIDE FLASHING AS REQUIRED 3. PROVIDE: COLLAR TIES AND SUPPORTS AS SHOWN ON PLANS. DRwN BY Sc rI \ 4. PLUMBING VENTS AND ALL OTHER OBJECTS PROTRUDING THRU ROOF CHM BY NOT TO BE A ELEVATION VISIBLE FROM FRONT DATE 11/47/09 REVISIONS ROOF VENTILATION: DATE ISSUED L E GI FE N D THE TOTAL NET FREE VENTILAT,NG AREA SHALL NOT BE LESS THAN 4 5/3/10 FOR PERMIT ^ ������ NOTES TO 150 OF THE AREA OF THE SF'AGE VENTILATED 9/3/100 CHANGED `O ARCHITECTURAL ASPHALT SHINGLES EXTERIOR HEW WAL_L.S OVER 30# FELT. PROVIDE WEATHERSHIELD WALL I. CLUE AND NAIL ALL PLYWOOD) FLOOR 5HEATHINC PER MANUF 5PEC5 OVER ENTIRE ROOF THICKNESS 12/22/'10© REVISED PER ZBA new wl>�nows 2. CONTRACTOR TO VERIFY ALL. REUSED WINDOW 51ZE5 1/9/11 © REVISED PER ZBA 6/1/11 ISSUED TO BLDG DEFT JOB NO. NEW DOORS 09=72 SHEET NO, RIDGE VENT - TYP 1X2 OVER 2X8 FACIA l0'-0" SHINGLES (TYP) 12 6" FREEZE - TYPICAL 12 _ _~—__�—_—�_----_ 9 D -- ARCHITECTURAL ASPHALT SHINGLES (TYP) ---_-:----- I'-0' LLA _._ 6" FACIA W/WHITE GUTTER (TYP) ---- —�— - 0 IL - --- VINYL SIDING AS SELECTED ---.- - BY OWNER - TYPICAL -- r SHUTTER - TYPICAL -- - MAF2V N MARv N GN36 GN36 FLASHING - TYPICAL ------ 2 RE S 2 - - \ Lo -- -- MN N G REUSE W t — GN56 SECOND FLOOR _ -- - - - - - - - ELEV = +10'-5 3/4" - -- - 9.5 �= ARCHITECTURAL ASPHALT - O SHINGLES (TYP) 0 --_ 6" FACIA W/WHITE - GUTTER (TYP) W �' HEADER - TYPICALtn \ / q - m 10" TAPERED COLUMN (TYP) a 2 SHUTTER - TYPICAL �/ \ IIIHREUT-mlSE REUJs i GXWI55 GXWI55 Q ------- REUSE _-- FIRST FLOOR GXWIb W NIEL E ELEV = -O'-O' ^ 4 (DATUM) ll EUS EUS � � A281 A281 O GRADE W Q II I I I I I I II i I I I I I I I I I I II I I I I I I II I CELLAR ELEV =-8'-4 I/4" - �-I- -I� - - �! - - J cl O t_I- - - L - - - - - - - - - -I- - - - - - - - J- - - 1 - - - - - - - -1- - - LI- - - - -I L - - � L - - - - - - - - - I- - - - - - - - - - - - - - - - - - 1- - - J- - - - - - - - - - -L - - - - - - -- - - - - - - L - -1 z FRONT ELEVATION SIDE ELEVATION o 5GALE: = I/4" = I'-O" SGALE: = 1/4'-" = 1'-0" RIDGE VENT - TYP 12 12 ARCHITECTURAL ASPHALT _....__..__...__..__.._.__..___._._ SHINGLES (TYP) - REUSE REUr5E REUSE — MARVIN MARVIN MARVIN - ------ -- GN36 GN36 GN36 — 6" FACIA W/WHITE GUTTER (TYP) REUSE REUSE REUSE REUSE VINYL SIDING AS SELECTED ----- P551b11 3234vN 3 34 P551611 BY OWNER - TYPICAL _ -- REUSE — - REUS --- RE E `I RE E - ---- 15 GI5 --- �, REUSE -- -- SECOND FLOOR_ _ — ELEV +10'-5 3/4" --- HEADER - TYPICAL CLIENT MASTRO DATE --- REUSE REUSE — REUSE P551611 P561b11 \ \ — o -- DRWN BY SC DECORATIVE STRUCTURAL -- COLUMN BY FYPON-BOX O cHKD BY -.- PLAIN PANEL OR SIMILAR GxwU155 GXWU 55 DATE 11/17/09 --- TYPICAL Q REUSE — m r- 12 Revisions FIRST FLOOR _ _ _ _ _ - _ - _ DATE ISSUED 5/3/10 FOR PERMIT _—_ (DATUM) _ 9/3/10Q REVISED AS — EUS EUS 4 EU5 EUS NOTED A281 A281 cv A281 A281 12/22/10& REVISED PER ZBA GRADE 1/9/11 © REVISED PER ZBA L — J 6/1/11 ISSUED TO BLDG DEPT ( I i M I I I I I I I I I I I I I I M I I I i t I I I I I I I I JOB NO. I I I I I I I I I I CELLAR I _ 09=72 ---�-- - - - - - - - 1 - ELEV =-8'-4 1/4" � _�- - - - - - - - - - - -- -1 - (�—J- -i�- -1� - -I- - - - - - - - - - 1 - - - - - - - - - -L -J - - - - - - - - L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -j L - -- J SHEET NO. AM A REAR ELEVATION SIDE ELEVATION 50ALE: = 114" = I'-O" SGALEE: = 1/4" = 1'-0" 0 3 VENT 3' VENT ROOF 0 ILo e�-C- LAUNDRY BATH I N F-—— � ——— I ——--142' DRNLLA w112" 112 3 M wB weAI 3 TUB PAn 712ND F L2' V O 2' 2" 2" 2" 2" 3 POWDER ROOM —— 3" 112 112"I 3" i112' wB W we ( s Ow I 2" I SHOWER cn 2, 3" 1ST FL. T 2"3" L0 " 3" 2" 3" TO DISPOSAL G.O. I � CELLAR Lo PLUMBING RISER DIAGRAM � n NOT TO SCALE to N to u n } Z RIDGE 19 2X6 COLLAR TIES 0 16" OG d d TYPICAL ROOF CONSTRUCTION d� ARCHITECTURAL ASPHALT SHINGLES- AS r SELECTED BY OWNER OVER HEATHERSHEILD O OVER ENTIRE ROOF OVER 1/2" EXTERIOR W PLYWOOD SHEATHING OVER 2XIO ROOF 4 d RAFTERS ® I " O.G. Z 0 TYPICAL CEILING CONSTRUCTION 12 3/4" PLYWOOD OVER 14" GPI 40 GEILING J5T5 g� U 0 16" OG AND DOUBLE @ 4&" O.G. WITH WITH ly R-30 BATT INSULATION WITH 1/2" GYP BD FINISH. GLUE AND NAIL DOWN PLYWOOD TO I JOISTS PER MANUFACTURER'S SPECS U ° to DOUBLE JOIST WITH TEG0'5 ON END-TYP ATTIC 0 ff-W Dw-m-M-om ROIN ANION 2X6 FACIA WITH GUTTER c VENTED VINYL SOFFIT TYPICAL 2ND FLOOR CONSTRUCTION 514" PLYWOOD OVER 16" GPI 65 FLOOR JOISTS ® 16" O.G. PROVIDE 1/2" GYP BOARD MASTER BEDROOM FINISH. GLUE AND NAIL PLYWOOD TO J015T5 BEDROOM PER MANUFACTURER'S SPECS 1 TREADS•q':5'-3" RIM J015T. PROVIDE 5QUA5H BLOCKS PER MANUF SPECS - TYPICAL — SECOND FLOOR _ SECOND FLOOR_ — ELEV = +10'-5 3/4" — — ELEV = +10'-5 3/4" TYPICAL WALL CONSTRUCTION I• q' VINYL 51PINO AS SELECTED BY HOMEOWNER OVER 'TYVEK' HOUSE WRAP OVER 112" EXTERIOR PLYWOOD SHEATHING OVER 2X6 GYP BD ON 5TUD5 ® 16" O.G. WITH R-21 BATT INSULATION F BETWEEN WITH 1/2" GYP BD ON INTERIOR FURRING UNDER m ALL STAIRS PER CODE SECTION I TREADS q':5'-3" TYPICAL 15T FLOOR CONSTRUCTION R311.2.2 ^ 0 3/4" PLYWOOD OVER G 1/2" GPI 40 FLOOR LIVING ROOM 4 m J01ST5 ® 16" O.G. PROVIDE R-21 BATTS HELD o H/STICK CLIPS. PROVIDE 5QUA5H BLOCKS PER �;; �" GYP BD-TYP MANUFAGTURE5 5PEGIFIGIATION5. GLUE AND NAIL PLYWOOD TO JOISTS PER MANUF SPECS _ - FIRST FLOOR _ _ _ FIRST FLOOR _ 5 .q ELEV = -O'-O" ELEV ■ -0'-0" (2) 2X6 TREATED PLATES WITH ANCHOR (DATUM) (DATUM) y BOLTS SEE COVER SHEET FOR SIZE AND / SPACING OVER BATT SILL SEAL IN5UL OVER o m TERMITE SHIELD ( s; I \—&1RDER5EE CLIENT MASTRO PLAN. TEGO GRADE ALL JO15T5 "` �- GRADE pare CELLAR � ;. . � :,. GRADE TYPICAL FOUNDATION CONSTRUCTION ( 10, I IL '� 8' 24"X12" POURED GONG 'r 10" FOUNDATION HALL H/ 30"XI5" POURED GONG FOOTING TYPICAL SEE FOUNDATION PLAN. STEEL FOOTING UNDER 8" ,+.ti STAIR HALL COLUMN ~ DRWN BY LG DAMPROOF FOUNDATION HALL 0 BEYOND 6 TREADS B q':4'4. CHK'p BY CELLAR CELLAR ►� DATE 11/17/09 ELEV --8'-4 I/4" ELEV =-8'-4 I/4" 4" GONG SLAB OVER 6 MIL L — — — REVISIONS `— VAPOR BARRIER OVER HELL DATE ISSUED a 6 OPP GOMPAGTED FILL 2 #5 CONT REBAR-TYP STAIR SECT I ON 2 5/3/10 FOP, PERMIT 9/3/10 10 REVISED AS HAND 2 #5 GONT REBAR-TYP MIN 2 TON VIRGIN SCALE: = 1/4" = I'-O" 2/22/10® REO 501 L (TYP) P`-5 SED PER ZBA SEE GOVER SHEET FOR ADDITIONAL INFORMATION AND ALL SEGT I ON ,I GODE GOMPLIANGE SEGTIONS. STAIRWAY ILLUMINATION PER 1/9/11 Q REVISED PER ZBA R303.6 STAIR TREADS AND RISERS PER R3115.3, LANDING FOR 6/1/11 ISSUED TO BOG DEPT SCALE: I/4" = I'-O" A`-$ STAIRWAYS PER R311.5.4, HANDRAILS PER R311.5.6 AND GUARDS PER 5EGTION R312. NOTE: SEE DETAIL SHEETS FOR 10 JOB no. ALL STRAPPING INFO 09-72 SHEET NO. TYPICAL OF CONSTRUCTION ARCHITECTURAL ASPHALT SHINGLES- AS >` SELECTED BY OWNER OVER WEATHER5HEILD OVER ENTIRE ROOF OVER 1/2" EXTERIOR l� PLYWOOD SHEATHING OVER 2XIO ROOF / RAFTERS ® 16" O.G. O �� / 12 TYPICAL CEILING CONSTRUCTION [L 3/4" PLYWOOD OVER 14" GPI 40 CEILING JSTS Cl D @ 16" OG AND DOUBLE 0 45" O.G. WITH R-30 BATT INSULATION WITH 1/2" GYP BD FINISH. �-- GLUE AND NAIL DOWN PLYWOOD TO JOISTS PER MANUF SPECS 2X6 PLATE AT FRONT AND REAR RAFTERS ONLY II ATTIC0 T 2Xb FAGIA WITH GUTTER TYPICAL WALL CONSTRUCTION 3 VINYL 51DIIN6 AS SELECTED BY HOMEOWNER HEADER SEE PLANS. VENTED VINYL SOFFIT u u n OVER 'TYWEK' HOUSE WRAP OVER 1/2" 2'-0" 2'-0'TECO ALL JOISTS -- EXTERIOR PLYWOOD SHEATHING OVER 2X6 TYPICAL 2ND FLOOR CONSTRUCTION STUDS ® IG" O.G. WITH R-21 GATT INSULATION 3/4" PLYWOOD OVER 16" GPI b5 FLOOR JOISTS BETWEEN HITH 1/2" GYP BD ON INTERIOR X I II p -'1�y u 16" O.G. GLUE AND NAIL DOWN PLYWOOD TO JOIST I-ll-$ TYPICAL C7EGK CONSTRUCTION o MASTER WIG BEDROOM PER MANUF 5PEG5 WITH 1/2" GYP BOARD FIN15H Z: 5/4X6 GOt MP051TE DKG OVER BEDROOM 2X8 LEDGERLo TREATED ;2Xb FL J5T5 @ 16" O.G. RIM JOIST. PROVIDE SQUASH BLOCKS PER MANUF SPECS - TYPICAL—;14 Lo —� TYPICAL ROOF CONSTRUCTION 4 ARCHITECTURAL ASPHALT SHINGLES- AS SECOND FLOOR — — — — -AT — — V=ELEV = CIOO 3/4" SELF�TFI7 R (�y�ER (2VFR WHERSEEII (- OVER ENTIRE ROOF OVER I/2" EXTERIOR PLYWOOD SHEATHING OVER 2X6 ROOF O AFTERS O 16" O.G. m HEADER 5�E PLAN R I I , O `a DEGORATI`VE SQUARE COLUMN- HEADER SEE PLAN5. 2Xb PLATE v I�� n FYPON OR, EQUAL TECO ALL JOISTS 2Xb FAGIA W/ VINYL SOFFIT "' n I GUTTER AS PER HOMEOWNER �- p r TYPICAL 'IST FLOOR CONSTRUCTION BEAD BOARD VINYL SOFFIT 0 5/4" PLYW(OOD OVER 9 1/2" GPI 40 FLOOR EATING/LIVING ROOM POST BEYOND. SEE A FUR OUT SOFFIT TO MATCH COLUMN WIDTH I 1 h JOISTS ® 116" D.G. PROVIDE R-21 BATTS HELD PLANS V W/5TIGK GILIP5. PROVIDE 5GUA5H BLOGK5 n� PER MANUFACTURES SPEGIFIGIATIONS. GLUE OPEN REF OPEN 10" TAPPERED COLUMN STRUCTURAL lx L AND NAIL IPLYWOOD PER MANUF SPECS � �-- --� TYPICAL DECK CONSTRUCTION � 5/4Xb COMPOSITE DKG OVER O I T F _OOR a I — TREATED 2X6 FL J5T5 ® I6" O.G. — — — W FL - — a ELEV - O' O" :n (3) 2X10 HDR WITH 6X6 DOWN TO PIER (DATUM) STEEL BEAM. SEE I TREATED 2Xb LEDGER O W A. PLANS > •" I • (2) 2Xb TREATED PLATES WITH ANCHOR Q GRADE CELLAR GRADE BOLT5 SEE COVER SHEET FOR SIZE AND G o •-t� SPACING OVER BATT SILL SEAL INSUL OVER I 10" ( TERMITE SHIELD 10.' . TYPICAL FOUNDATION CONSTRUCTION T u 10" FOUNDATION WALL W/ 30"XI5" POURED GONG �{ � FOOTING TYPICAL SEE FOUNDATION PLAN. y — — — — — — DAMPROOF FOUNDATION W ►ALL T CELLAR I- � a:' ELEV =_g'_4 I/4" � 'M1 . � ;• ... . '`•• TYPICAL PIER AND FOOTING CONSTRUCTION � O • °� I I I I I I °` 12" PIA 50NOTUBE PIER ON 30"X30"XI5" DEEP r L — — — J L — — — -I L - - - J L - - - -J POURED CONCRETE FTG W/ #5'5 EACH WAY WITH 4" GONG SLAB OVER 6 MIL SIMP50N ANCHOR - TYPICAL VAPOR BARRIER OVER WELL COMPACTED FILL - MIN 2 TON VIRGIN 501L (TYP) SECTION � SGALE: 1/4" = I'-O" A-6 f i NOTE:SEE DETAIL SHEETS ALL S J2o STRAPPING INFO OR w ; ' vv 2-2" 6' THE TED WOOD SILL. WITH A NCHOR :I-VR+O'40' (DATUM) TS. O mllffilr�l FLOOR JOISTSo TREATED HDR. SEE BATT SILL SEAL PLANS OVER COPPER COATED y TERMITE SHIELD JIB SEE DETAIL SHEETS R21 FIBER GLASS FOR ALL STRAPING AND 2X8 -EDGER. TECO W/STICK CLIPS ALL JO STS ANCHOR BOLT. SEE AT TACHMENT DETAILS DETAIL SHEETS 6'X6' TREATED R-30 BATTS- SEALED ° POST. SEE PLANS TIGHT °°: '° III I ° GRADE ° 2X8 LEDGER. TECO °• ° ALL ° JOISTS CELLAR a 12 4212 d �95 \ 19.6 ° CLIENT MASTRO �I SOLID BLOCKING a ° 10' POURED CONC ° o DAMPROOF ° DATE FOUNDATION WALL FOUNDATION WALL R-30 BATTS- SEALED 2X6 PLATE TIGHT 2X6 PLATE 2X10 CLG JSTS ® 16' O.C. ° ° ° ° a .d DRWN BY LG ° CHK'D BY 2X6 FACIA WITH GUTTER 2X6 FACIA WITH GUTTER 12' DIA SONOTUBE DATE 11/17/09 APOURED CONCRETE c °. PIER DOWN TO FOOTING a a 4 2X6 LEDGER, TECO 2X10 LEDGER. TECO 30'XI5' POURED GONG a (4) #5 REBAR ATE Q ons ALL J0187S BEAD BD VINYL SOFFIT OVER ALL JOISTS BEAD BD VINYL SOFFIT OV FOOTING TYPICAL a DATE ISSUED 2X6 CLG JOISTS ® 16' O.C. 2X6 CLG JOISTS ® 16' O.C. e a 5/3/10 FOR PERMIT 9/3/100 REVISED AS °PROPOSED BASEMENT ;� 10" 10' 10' I'-3' ° ° I'-3' NOTED BEAM. SEE PLANS BEAM. SEE PLANS ELEVATION --8'-4 1/4" 2/22/10© REVISED PER ZBA ° ° ° o d :e 1/9/11 © REVISED PER ZBA FUR OUT SOFFIT TO ° FUR OUT SOFFIT TO MATCH COLUMN WIDTH MATCH COLUMN WIDTH °p a d ° a . a 6/1/11 1SSUE0 TO BLDG DEPi 4' CONCRETE SLAB OVER6 MIL ° 10' TAPERED COLUMN OVER WELL RCOMPACTED FILL BARRIER ° o ' in in °° ° c (4) #5 EACH WAY 10' TAPERED COLUMN SECTION STRUCTURAL STRUCTURAL 4 °. . °Q °' ° SEGTION SGALE: = 3/4" = I'-O" SGALE: = 3/4" = I'-O" Is JOB NO. J 09-72 2 #5 CONT REBAR 2'-b' 2'-b' SHEET NO. MIN 2 TON VIRGIN Ask SOIL (TYP) SECTION SCALE. = 3/4" = 1'-0' � o �- TABLE 3.45 TABLE 3.41a NA I L I NC SC D SCHEDULE AN DETAILS FOR STRAPI NC MEMBERS TABLE 5.1 UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) RAFTER/GEILINO JOIST HEEL JOINT CONNECTION REQUIREMENTS WOOD FRAME CONSTRUCTION MANUAL -- 2001 EDITION NAILING SCHEDULE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) -7NUMBER OF NUMBER OF (PRESCRIPTIVE ALTERNATIVE TO TABLE 5A) FOLLOW NI ND DESIGN 110 MPH REQUIREMENTS 7NAILSPACING DEAD LOAD A55UMPTION: ROOF/CEILING A55EMBLY DL = 15 P5F DEAD LOAD A55UMPTIONS:ROOF ASSEMBLY DL=10P5FoJOINT DESCRIPTIO>N COMMON NAILS BOX NAILS [L ROOF FRAMING THREE SECOND GUST WIND SPEED (mph) &5 q0 100 I10 120 150 140 150 ROOF LIVE LOAD GROUND SNOW LOAD MOOD NA I L I NC REQUIREMENTS - 20 PSF 30 PSF RAFTER TO TOP 50 PSF -10 PSF SEE SCHEDULES FOR ALL NAILING REOUIREMENTS PLATE (TOE-NAILED) SEE TA B TABLE 5AA SEE TABLE 5AA PER RAFTER NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS FRAMING SPACING (IN) ROOF SPAN (FT) IN EACH END OF 1 1/4" X 10 GAGE STRAP'-7-,4 ROOF SPAN (FT) GO 1 L STRAY NA I L I NC REQUIREMENTS GEILIN6 JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 12 1 1 1 2 2 2 3 3 12 1 24 1 36 1 12 24 36 1 12 1 24 1 36 1 12 1 24 36 III 1 ALL STRAPP I NC TO BE I I/4" X 20 C AUOE STL I6 I 1 I 2 2 3 3 3 \ / CEILING J015T PARALLEL RAFTER (PAGE NAILED) SEE TABLE 3.qA SEE TABLE 5AA EACH LAP 20 1 1 2 2 2 3 3 4 RAFTER SLOPE RAFTER 5PAGING REQUIRED NUMBER OF I6D COMMON OR 40D '�SIMPSON" EQUI Y ALENT - C520 (COILED STRAP) 12 24 1 1 2 2 3 3 4 4 (IN) BOX NAILS PER HEEL JOINT CONNECTION ,2A43b GEILIN6 J015T LAPS OVER PARTITIONS (FACE NAILED) SEE TABLE S.CIA SEE TABLE 3.01A EACH LAP 28 I 1 2 2 3 4 4 5 5:12 12 4 '1 10 4 0 12 6 11 1-7 b 15 22 32 1 1 2 3 3 4 5 5 16 5 q 13 5 10 15 8 15 22 10 20 2q COLLAR TIE TO RAFTER (PAGE NAILED) SEE TABLE 3.bA SEE TABLE 3bA PER TIE 5b 1 2 2 3 3 4 5 b I01.2 611 16 6 12 le) Cl 15 21 12 24 35 GROSS SEGTI ON END \/I EN 12 1 1 2 2 2 3 3 4 24 'I 13 Iq 8 15 25 11 22 53 15 201 44 > BLOCKING TO RAFTER (TOE-NAILEID) 2-SD COMMON 2-IDD COMMON EACH END I6 I I 2 2 3 5 4 4 UI 20 I I 2 2 3 4 4 5 4:12 12 3 5 8 3 b q 5 q 13 b II I'1 RIM BOARD TO RAFTER (END-NAILED) 2-I6D COMMON 2-I6D COMMON EACH END 16 28 I 2 2 4 5 5 I24 1 2 2 3 3 4 5 b Ib 4 •7 10 4 8 12 b II 8 15 22 �3� b q.2 4 812 5 q 14 '1 14 2 2 q 18 2.1 32 1 2 2 3 4 5 b '1 24 5 10 15 6 12 I-7 q 1-7 25 II 22 33 36 2 2 3 4 4 b -1 8 • \ 00 00 12 I I 2 3 3 4 4 WALL FRAMING 5:12 12 3 4 6 3 5 -7 4 '7 10 5 q 14 GEILIAIG 2 o 0 TOP PLATE TO TOP PLATE (FACE-INAILED) 2-I6DICOMMON 2-IbID1COMMON PER FOOT 21 JOIST Ib 1 I 2 2 3 4 4 5 I6 3 b B 3 b 11 5 11 14 b 12 20 I 2 2 3 4 4 5 6 Iq.2 4 '7 10 4 8 II b II I6 'I 14 21 oil Iq.2 24 1 2 2 3 4 5 b 'I 24 4 8 12 5 q 14 "1 14 2 q IS 2T \ TOP PLATES AT INTERSECTIONS (F;AGE-NAILED) 4-IbD COMMON 5-I6D COMMON JOINTS-EA SIDE 2g 2 2 3 3 4 5 6 8 32 2 2 3 4 5 6 '7 8 '7:12 12 3 5 5 3 4 5 3 5 8 4 '7 10 STUD TO STUD (FACE-NAILED) 2-16P COMMON 2-IbD COMMON 24" O.G. 36 2 2 3 4 5 "1 8 q I6 3 4 6 3 5 "1 4 '1 10 5 q 13 12 I 2 2 3 3 4 5 5 Iq,2 3 5 7 3 b & 4 5 12 5 10 15 HEADER TO HEADER (FACE NAILECJ) I6D COMMON I6D COMMON 16"O.G. 16 1 2 2 3 4 5 5 6 24 3 b q 4 'T 10 5 10 15 "1 13 ALONG EDGES • 24 2� 2 2 3 4 5 b � 8 � Lo TOP OR BOTTOM PLATE TO STUD ((END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 53A) PER STUD q:12 12 3 5 4 3 3 4 3 4 b 3 5 8 25 2 2 3 4 5 '1 8 - 16 3 3 5 3 4 5 3 5 5 4 "I 10 Jl 32 2 2 3 5 b '1 q - Iq.2 3 4 6 B 4 b 3 b q 4 b 12 • BOTTOM PLATE TO FLOOR JOIST, !BAND JOIST 22OMMON PER FOOT O 36 2 3 4 5 6 8 - - 24 3 5 '1 5 5 8 4 8 II 5 10 t5 END JOIST OR BLOCKING (FACE NAILED) 2-IbD1�GOMMON 2-IbD'G I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMTION IN TABLE 3.4 12:12 12 3 5 3 3 3 3 3 3 5 5 4 bco 2 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B Ito, 3 3 4 3 3 4 3 4 6 3 5 8 ( , 0 FLOOR FRAMING 3 4 3 4 5 3 5 3 6 11 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF q PSF 24 24 3 4 4 5 3 5 b 3 b q q 4 b it � (ObO X 15 PSF = q P5F). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE CEILING A55EMBLY 15 NOT CONNECTED I o I n � o � J015T TO SILL TOP PLATE OR GIRDER (TOE NAILED) 4-80 COMMON 4-IOD COMMON PER JOIST TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE I. NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILES ARE CLINCHED \ IoI n STRAP. 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD ELOOR BRIDGING TO JOIST (TOE NAILED) 2-SD COMMON 2-IDD COMMON EACH END 4. MINIMUM ASTM A653 GRADE 33 STEEL STRAP BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RE515T THE APPLIED LOADS. 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR \ 1 N BLOCKING TO JOIST(TOE NAILED) 2-SD COMMON 2-IOD COMMON EACH END PURLINS TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS r SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING J015T LAP } BLOCKING TO SILL OR TOP PLATE: (TOE NAILED) 3-I6D COMMON 4-I6D COMMON EACH BLOCK TABLE 5 5A SPLICES = LEADGER STRIP TO BEAM (PAGE-?NAILED) 3-I6D COMMON 4-IbD COMMON EACH JOIST TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS EXPOSURE B 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT d j (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.5) OF THE GEILIN6 A55EMBLY. 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME GEILIN6 JOISTS p d JOIST ON LEDGER TO BEAM (TOE INAILED) 3-8D COMMON 3-IOD COMMON PER J015T THREE SECOND GUST WIND SPEED (mph) 85 q0 100 I10 120 130 140 150 OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING Q P 0 JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE 15 ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE � BAND JOIST TO J015T (END-NAILEID) 3-I6D COMMON 4-I6D COMMON PER JOIST REQUIRED NUMBER OF I6D COMMON NAILS OR 40D BOX NAILS PER INCREASED BY THE FOLLOWING FACTORS- TUD SPACING (IN) WALL HEIGHT (FT) STUD TO PLATE CONNECT`}ON (PLF)1,2,5 BAND JOIST TO SILL OR TOP PLA',TE (TOE-NAILED) 2-I6DICOMMON 5-I6D COMMON PER FOOT GEILIN6 HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION o 0 10 2 2 2 2 2 2 2 2 HEIGHT (H6/Hr) ADJUSTMENT FACTORS W o ROOF SHEATHINCc 12 14 2 2 2 2 2 2 2 3 2 � T T 1/3 5 o STRUCTURAL PANELS 8D COMMON IOD COMMON 5EE TABLE 5.10 1/5 1.25 \ `''" `' I6 2 2 2 2 2 2 3 3 1/4 1.55 _ DIAGONAL BOARD SHEATHING 18 2 2 2 2 2 2 3 3 I/b 1.2 FLOOR � ` ��.*:'. �- , •,r..;.e.;:;;.,.;:•.•• E I"X6" OR I"Xg" 2-SD COMMON 2-IDD COMMON PER SUPPORT 20 2 2 2 2 2 3 3 3 I"XIO" OR WIDER 5-5D COMMON 3-IOD COMMON PER SUPPORT I/10 I.II JOIST 10 2 2 2 2 2 2 3 NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN d CEILING SHEATHING 12 2 2 2 2 2 2 3 3 RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, Hr, OR He 15 GREATER THAN 2 FEET I I6 14 2 2 2 2 2 5 3 3 AND MAY REQUIRE ADDITIONAL CONSIDERATION. R' Ib 2 2 2 2 2 3 3 4 0 GYPSUM WALLBOARD 50 COOLERS 50 COOLERS -1" EDaE/10" FIELD I8 2 2 2 2 3 3 4 4 U Z 20 2 2 2 2 3 5 4 4 TABLE 5.10 TYPICAL SECTION DETAILS DETAILS - 0 WALL SHEATHING 10 2 2 2 2 3 3 3 4 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B TYPICAL LATERAL FRAMING CONNECTIONS N 12 2 2 2 2 3 3 3 5 THREE SEEGOND GUST WIND SPEED (mph) 85 qO 100 I10 120 150 140 150 STRUCTURAL PANELS 80 COMMON IOD COMMON SEE TABLE 5.11 24. 14 2 2 2 5 5 3 4 5 FIBERBOARD PANELS 3 Ib 2 2 3 3 4 4 4 6 1/Ib" 6V�3COMMON - 3" Er6E/6" FIELD Ig 2 2 3 3 4 4 5 6 STRUCTURAL SHEATHING C` ^,T , 25/52" 8D COMMON - 3" EDGE/b" FIELD 20 2 2 3 4 4 4 5 "1 E F E F E F E F E F E F EFr-TE F ; GYPSUM WALLBOARD 5D GOLLERS 5D GOLLERS '1" ED5E/10" FIELD I PRESCRIPTIVE LIMITS ARE BASED ON A55UMTION IN TABLE 5.5 HARDESOARD SD COMMON 8D COMMON 5EE TABLE 3.11 2 TABULATED FRAMING LOADS AND CONNECTION REOUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED SHEATHIPNG LOCATION RAFT(INCHES RU S SPACING MAXMAXIMUM NAIL 5 ACIN .)OP, SD COMMON NAILS OR IOD 1 BY OA2 FOR FRAMING NOT LOCATED WITHIN b FEET OF CORNERS 5. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B PARTIGALBOARD PANELS 8D COMMON SD COMMON SEE MANUFACTURE 12 6 12 b I2 b 12 6 I2 b 12 b 12 b I2 b 12 16 6 12 6 12 6 12 b 12 6 12 6 12 6 12 6 12 INTERIOR ZONE M.2 6 12 6 12 b 12 6 12 6 12 6 12 b 12 6 122 . ' �yR�• DIAGONAL BOARD SHEATHING 24 6 12 6 12 b 12 6 12 6 12 6 12 6 122 6 122 I"X6" OR I"X&" 2-SIT COMMON 2-1OD COMMON PER SUPPORT ti , I"XIO" OR WIDER 3-8D COMMON 3-IOD COMMON PER SUPPORT 8 12 b 12 b 12 b b 122 b 122 b 12 b b TABLE 5.&APERIMETERIb b 11:2 b 12 (6 122 6 12 6 6 6 6 &5 12 b3 63 RIDGE TENSION STRAP CONNECTION REQUIREMENT5 FOR WIND-EXPOSURE B EDOE ZONE Iq.2 6 122 6 122 (6 122 6 6 b b 63 65 bs 12 64 44 FLOOR SHEATHING (PRESCRIPTIVE ALTERNATIVE TO TABLE 3b) 24 6 122 6 122 b b 63 bg 63 68 65 65 44 12 44 44 STRUCTURAL PANELS DEAD LOAD ASSUMPTIONS= ROOF A55EMBLY OL = 10 PSF GABLE ENDKI4L L RAKE OR KE TRUSS K/LOOKOUT CLOCK 6 6 6g 65 65 65 65 9P 4 4 44 44 - - - - I" OR LE55 SD COMMON IOD COMMON b" EDGE/12" FIELD GABLE ENL�WALL RAKE OR AKE TRU55 NO RAKE OVERHANG 6 6 6 b 6 b 6 b 6 6 65 b� bs bs b3 bg GREATER THAN I" IOD COMMON IbD COMMON 6" EDGE/6" FIELD THREE SECOND GUST WIND SPEED (mph) 85 q0 100 I10 120 150 140 150 GROSS SECTION END VI EN DIA60NAL BOARD SHEATHING NUMBER OF W COMMON NAILS OR IOD BOX NAILS IN EACH END BOARD SHEATHING I"Xb" OR I")<g° 2-bD COMMON 2-100 COMMON PER SUPPORT ROOF PITCH ROOF SPAN (FT) OF 1 1/4" STRAP1,2,3,4,5kl I"XIO" OR WIDER 3-8D COMMON 3-IOU COMMON PER SUPPORT SHEATHIING SIZE RAFTER/TRUSS 5PAGING MINIMUM NUMBER OF SD COMMON NAILS ��- 3:12 12 I 1 2 2 2 3 3 4 (INCHES, O.C) OR IOD BOX NAILS PER SUPPORT I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" ON-CENTER AT THE PANEL 16 1 2 2 2 5 4 4 5 IX6 OR Ik<5 SHEATHING 12-Iq.2 2 2 2 2 2 2 2 2 EDGE. IF WALL SHEATHING 15 MAILED 5" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 20 2 2 2 3 4 4 5 6 IXIO OR LAARGER SHEATHING 12-Iq.2 3 3 3 3 5 3 5 5 SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 24 2 2 3 3 4 5 5 '1 ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH JO15 AIG / 28 2 2 3 4 5 b 'i 8 JOIST 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER 32 2 5 5 4 5 '1 8 q IE- NAIL SPACING AT PANEL EDGES (IN) IF- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT 5b 2 3 4 5 b T q 11 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 3 - CORROSION RE515ANT 11 6AOM ROOFING NAIL5 AND lb GAGE STAPLES ARE PERMITTED, CHECK IBC 4:12 12 1 1 1 2 2 2 3 3 4 FEET ON EACH 51PE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 16 1 1 2 2 2 5 3 4 REQUIREMENTS SHALL BE USED. FOR ADDITIONAL REQUIREMENITS 20 1 2 2 2 3 4 4 5 2? TABULATED 12 INCH O.G. NAIL SPACING ASSUMES 5HEATHIN6 ATTACHED TO RAFTER/TRUSS 24 2 2 2 3 3 4 5 6 "RAMIN6 MEMBERS WITH G Z 0.4q. FOR FRAMING MEMBERS WITH 0.4256<0.4q, THE NAIL 5PAGIN05 SHALL BE REDUCED TO 6 INCHES O.G. 52 2 2 3 3 4 5 6 g3 TABULATED b INCH O.G. NAIL SPACING A55UMP-5 SHEATHING ATTACHED TO RAFTER/TRU55 TABLE 5.4A 32 2 2 5 4 4 5 6 FRAMING MEMBERS WITH G z 0.49. FOR FRAMING MEMBERS WITH 0.42SG<D.4q, THE NAIL RAFTER AND/OR CEILING J015T 1TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENT5 - EXPOSURE B 36 2 2 3 4 5 6 7 8 5PAGING5 SHALL BE REDUCED TO 4 INCHES O.G. (PRE5G6RIPTIVE ALTERNATIVE TO TABLE 3.4) 5:12 12 1 1 1 1 2 2 2 3 44 TABULATED 4 INCH D.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 0 Ib 1 1 1 2 2 2 B S FRAMING MEMBERS WITH 6 2 0.4q. FOR FRAMING MEMBERS WITH 0.425G<0.4q, THE NAIL THREE SECOND GUST WIND SPEEE7 (MPH) 85 q0 100 I10 120 150 440 150 20 1 1 2 2 2 3 3 4 5PAGIN55 SHALL BE REDUCED TO 3 INCHES O.G. 24 1 2 2 2 5 5 4 5 55 TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B RAFTER/GEILING JOIST WALL NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS (TOE NAILED) 28 1 2 2 3 5 4 5 5 SPACING (IN) HEIGfHT (FT) REQUIRED IN EACH RAFTER AND/OR GEILIN6 J015T TO TOP PLATE CONNECTION1,2,3, 32 2 2 2 3 4 4 5 6 CLIENT MA STRO 36 2 2 3 3 4 5 6 � TABLE 3.11 12 63 2 2 2 2 3 3 5 3 WALL SHEATHING AND GLADING ATTACHMENT REQUIREMENT5 FOR WIND LOADS - EXPOSURE B IC) 2 2 2 2 3 3 5 3 6:12 12 I I I I 2 2 2 2 � DATE 16 1 1 1 2 2 2 5 3 ; �a 2 2 3 3 3 4 4 4 20 1 1 2 2 2 3 3 4 THREE 5EEGOND GUST WIND SPEED (mph) &5 q0 100 I10 120 150 140 150 FLOOR \ • -lb 5 2 2 3 0 3 4 4 4 24 1 1 2 2 3 5 4 4 JOIST E3 3 5 4 4 5 5 5 5 22 I 2 2 2 3 4 4 5 24 32 2 2 2 3 3 4 5 5 STRUCTURAL SHEATHING \ / W DRLLJ wn BY SC to 5 5 4 4 5 5 5 6 56 2 2 2 3 4 4 5 6 I- F E F I- F bE�d E F E F TEF E F GHK'D BY I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.4 '1:12 - 12:12 12 1 1 1 1 1 2 2 2 2 TABULATED CONNECTION REQUIREIMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B I6 I 1 1 2 2 2 2 3 DATE 11/17/09 3 WHEN CEILING JOISTS ARE INSTALILED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAIL5 IN THE RAFTER AND CEILING i gTUD SPACING MAXIMUM NAIL SPACING FOR SD COMMON NAILS OR IOD 20 I I 2 2 2 3 3 3 SHEATHIING LOCATION (INCHES, O.GJ BOX NAILS (INCHES, O.G.)4 = JOIST SHALL EQUAL OR EXCEED TI•HE TABULATED NUMBER OF NAILS REQUIRED. 24 1 I 2 2 2 5 3 4 4 TO AVOID SPLITTING, NO MORE THAN 2 TOE-NAIL5 SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING J015T 52 2 2 2 5 5 4 4 5 12 b 12 b 12 b 12 6 12 6 12 6 12 6 12 b 12 DATE REVISIONS WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAIL5 IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 36 2 2 2 3 3 4 5 6 INTECRIOR ZONE Ib b 12 b 12 b 12 6 12 6 12 6 12 b 12 b 12 p -J DATE ISSUED 24 b 12 6 12 b 12 b 12 6 12 6 122 6 122 6 122 � � 5/3/10 FOR PERMiT 1. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 010 FOR FRAMING 12 b 12 b 12 b 12 b 12 b 12 b 12 b 12 b 12 9/3/10 REVISED AS NOT LOAGTED WITHIN 5 FEET OF BUILDING CORNERS NOTED 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B EDCaE ZONE Ib 6 12 b 12 6 12 6 12 b 12 6 12 b 12 b 122 U 6/1/11 ISSUED TOBLDGDEPT 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF 24 6 12 6 12 6 12 6 12 6 122 6 12� 6 122 4 122 A55EMBLY DEAD LOAD (O.b X 10 PSF) 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON 12" RIDGE STRAP SPACING, FOR DIFFERENT BOARD SHEATHING = RIDGE STRAP 5PAGIN0, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATED MULTIPLIER BELOW: CD RIDGE STRAP SPACING (IN) 12 I6 Iq.2 24 48 SHEATHING 51ZE RAFTER/TRUSS SPACING MINIMUM NUMBER OF 8D COMMON NAILS (INCHES,0.0) OR IOD BOX NAILS PER SUPPORT \FLOOR MULTIPLIER 1.00 1.55 1.60 2.00 4.00 IX6 OR I)XS SHEATHING 12-24 2 2 2 2 2 2 2 2 s"�; "!"r,'; u;� =.' •.a .• JOIST ::'.: .'.,�.•. IXIO OR LAARGER SHEATHING 12-24 5 5 3 5 5 3 5 3 ` ' 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE " " -;;;''%; '° ' ' U �08 no. FRAMING I5 ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING E- NAIL SPACING AT PANEL EDGES (IN) - IS NOT REQUIRED F- NAIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 6. WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOD COMMON NAILS REQUIRED I FORZ WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT PERIMETER EDGE ZONUE ATTACHMENT REQUIRMENTS SHALL BE USED. IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF BD COMMON NAILS IN A SHEET NO. STEEL STRAP,OR THE NUMBER OF 12P BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE 2 FRAUMIATED M INCH O.G. NAIL SPACING FRAMING SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.4250<0.4q, Q TABULATED NUMBER OF IOU BOX NAILS IN A STEEL STRAP THE NAIL SPACINGS SHALL BE REDUCED TO b INCHES O.G. "I. 1-1/4" 20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 53 STEEL OR EQUIVELENT 3 FOR', EXTERIOR PANEL COMMON GALVANIZED BOX NAILS SHALL BE PERMITTED TO TYPICAL SECTION DETAILS DETAILS oBE e 4 TABWLATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B TYPICAL WIND UPLIFT CONNECTIONS J J Q 6520 COIL STRAP ON EACH STUD (UPLIFT CONNECTOR - TYPICAL) WITH 12" MINIMUM BEARING ON I J015T5 AS PER PLANS STUDS MT530 - UPLIFT CONNECTOR 0 IIII -� (TYPICAL) (I2" MIN. BEARING ON STUDS) 0 i STUD INALL ABOVE HDU5 (SHEAR CONNECTOR) WITH DESIGN LENGTH I •0 5/8" VIA. THREADED ROD (12" MIN. BEARING ON RAFTERS) NOTE: °° o THROUGH BOTTOM PLATE JI I ALL STRAPPING TO BE INSTALLED Ib SHEATHING AS PART OF SHEARWALL 6 ° THROUGH TOP PLATES OF FIRST 0 SEGMENT (S.W.S.) WHERE NOTED ON FLOOR " •e FLOOR AND CONNECTED TO O.G. UNLESS OTHERWISE NOTED PLAN SHALL BE CONTINUOUS FROM SILL TO I I-I/4' )x 20 GAUGE STEEL COILED STRAP #0520 A5 MFG'D. BY o SECOND HDU5 INSTALLED ON A CONTINUOUSLY CONNECTED PATH MUSH TOP PLATE OR ADEQUATELY BLOCKED AT I TOP OF FIRST FLOOR DOUBLE BE PROVIDED FROM THE STUD TO THE Sd E N- 0 J015T5 COMMON NAILS 0 6" O.G. DGE ST UDSi)5UD5)N (12" MIN. BEARING ON STUD AND FIELD. ,I GIRDER BELOW III HOLD DOWNS REQUIRED AT ALL FOUR �p•:. I � CORNERS OF STRUCTURE UNLESS MT53C� - UPLIFT CONNECTOR 1' A35F MIN. 18 GAUGE PLATE OTHERWISE NOTED. SEE CONSTRUCTION ° (TYPICAL) ALL STRAPPING TO BE .. ;I CONNECTORS ® 12" O.G. MAX. A STRAP STOCK NUMBERS SHOWN DETAIL °^ IN5TALLLED 16" O.G. I' (SHE CONNECTORS" AR CONNECTOR) ALL ARE FROM "51MPSON STRONG TIE SOLID BLOCKING STRAPPING TO BE INSTALLED I6" �� p O.G. UNLESS OTHERWISE NOTED #0520 1-1/4" X 20 GAUGE STEEL COILED u "-" PLYWOOD 5HEAATHIN5 WITH 5d COMMON 0 A CONTINUOUSLY CONNECTED STRAP WRAPPED UNDER SILL AND OVER p NAILS ® 12" O.G. IN THE FIELD AND ® 6" ONE HI25a STRAP EACH SIDE OF ° PATH MUST BE PROVIDED FROM STUD WITH 12 MIN. 5TUD5 BEARING �I/Y ° O.G. ON THE EDG . EDGE ONE • _ JOIST' WITH (5) 8d COMMON NAILS • THE STUD TO THE GIRDER - ® EACH END OF STRAPS AS o BELOW. AT 8'-O' O.G. MAXIMUM HOLD DOWN ' MFG'G). BY 51MP50N .. (UPLIFT CONNECTOR) 5/8" ANCHOR BOLT5IMP50N 51MP50N 5TRONG TIE T52-1 ALL STRAP STOCK NUMBERS '+ WITH B" X $" X I/b" WASHERS SPACED SHOWN ARE FROM "SIMP50N t p 5"-0" O.G. AND SPACED WITH b" TO 12" 2" X FLOOR JOISTS STRONG TIE CONNECTORS" m :? OF EACH END PLATE. ANCHOR BOLTS SHALL HAVE A MIN. EMBEDMENT OF T" > .JOIST BRIDOINO AT OFFSET MALL AND FLOOR DETAIL TYPICAL SECOND FLOOR TO EXISTING FIRST TYPICAL WALL CONNECTIONS SHEARNALL SEGMENT DETAIL FLOOR TIE DOWN METHOD 8,-O„ O.G. MAXIMUM lfl tu -,:I NOT TO SCALE NOT TO SCALE NOT TO 5GALE (NOTEt RETRO FITTING OF EXI5TIN6 STRUCTURES WITH NOT TO SCALE CD NOT TO SCALE STRAPS IS NOT REQUIRED WITH EXCEPTION OF COIL SIDMAX0.010JOIST LATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR FRAMING NOT LOCATED EACH WALL STUD SHALL BE GYPSUM BOARD WALL I.TABU ' WITHIN V-O"OF CORNERS FOR BUILDINGS LE55 THAN 30'-O"IN WIDTH(4,OR WITHIN WAO OF CORrER5 FOR ALL STRAPPING TO BE INSTALLED I&" O.G. ® CONNECTED TO THE GIRDER BELOW -� CD m ° WITH BY ANY OF THE STRAPS 5HOWN 2" X BLOCKING AT LAST TWO l N BUILDINGS GREATER THAN 30'-0"IN WOTH. m ABOVE. A CONTINUOUSLY CONNECTED CEILING J015T BAYS II ,, n 2.TABULATED FRAMING LOADS ARE SPECIFIED IN POUNDS PER LINEAR FOOT OF WALL TO DETERMINE A CONTINUOUSLY CONNECTED PATH MUST BE MT512 (UPLIFT) PATH MUST PROVIDED FROM THE (10) Sd NAILS V � 2" X BLOCKING FULL CONNECTION RE-QJIREMENT5,MULTIPLY THE TABULATED UNIT LATERAL FRAMING LOAD BY THE MULTIPLIER FROM PROVIDED FROM THE STUD TO THE GIRDER CONNECTOR TYPICAL AT 2" X 4" BLOCK NAILED TO EACH THE TABLE TABLEBELOW GORRE5PONDING TO THE 5PACIN5 OF THE CONNECTION. STUD TO THE 61RDER BELOW. (� BELOW. EACH LAPPED JOIST) BRACE WITH (4) IOd NAILS u.. L DEPTH OF JOIST Q> ENDWALL STUDS -A� CONNECTION 5PAGING 12 1 16 I 19.2 2 ® ' PS1120 5d COOLER NAILS 0 -l" O.G. INTO BLOGKIN Q (STUD 5PAONS IN INS) ALL STRAP 5TiOCK NUMBERS SHOWN ARE ALL STRAP STOCK NUMBERS SHOWN 5/8" IMIN. T8G PLYWOOD FLOOR MULTIPLIER I.00 153 I.60 F. FROM "51MP50'N 5TRONG TIE CONNECTORS" ARE FROM "SIMPSON STRONG TIE 1-1/4" X 20 GAUGE STEEL COILED STRAP W SHEA\THING GLUED AND SCREWED CONNECTORS" G520 AS MFG'D. BY SIMPSON WITH MIN. WITH 5TA56ERED JOINTS 3.TABULATED FRAMING LOA05 A9W-E A MEAN ROOF HEIGHT OF 53'-0".FOR MEAN ROOF HEIGHTS OF IF-O" 12" BEARING ON STUDS WITH 00) 8d NAILS d OR LE55,THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY Obo. Q 4.WHEN CALCULATING LATERAL LOAD5 FOR ENDS OF HEADERS/GIRDERS,MULTIPLY THE TABULATED UNIT G E i L I NG AND FLOOR LATERAL LOAD BY 112 OF THE HEADER GIRDER SPAN(FT) TYPICAL CONNECTION DETAILS FLOOR JOIST LAPPED BRACING AT END WALLS TOP PLATE 5PLIGINO DETAIL AT SECOND FLOOR LEVEL OVER BEAM DETAIL I CEILING BRACING AT GABLE END WALLS J O Q NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Q UZ O ROOF FRAMING - G520 COIL STRAP (UPLIFT CONNECTOR - (�/ T MT530 ® EACH PORCH ROOF RAFTER AS u DOUBLE TOP PLATE TYPICAL AT.ALL KING STUD TO TOP PLATE MFG'D. BY SIMPSON U L CONNECTIONS) 12" MIN. BEARING ON STUDS L/3 L/3 TOP PLATES ALL STRAPPING TO BE INSTALLED 16" D.G. ONE H2.5o STRAP EACH SIDE OF JOIST D/3 MAX. UNLESS OTHERWISE NOTED. A CONTINUOUS WITH (5) Sd COMMON NAILS 0 EACH END `- Di CONNECTED (PATH MUST BE PROVIDED FROM OF STRAP AS MFO-V. BY SIMPSON I l O THE STUD TO) THE 61RDER BELOW. ALL STRAP V Z D/6 MAX. (1 NO NOTGHE5 I D BORED HOLE MAX. TUD STOCK NUMBERS SHOWN ARE FROM "SIMPSON ROOF/CEILING BEAM - SEE PLAN FOR 51ZE _ to I PfERMITTED D/3 MA DIAMETER 40 PERCENT I EADER OF STUD DEPTH STRONG 71E GONNEGTORS" AND TYPE _� -j MAX. MTS50 UPLIFT--- 0520 COIL S5TR,.P (UPLIFT CONNECTOR - -ram I RIP LINE. 1 I CONNECTOR AT TYPICAL AT ALL HEADER TO JACK AG4 STRAP A5 MFG'D. BY SIMP50N EACH EACH RAFTER AND SIDE OF P05T AND BEAM t ' 5/5 IN. MIN. TO EDGE CONNECTIONS) 12" MIN. BEARING ON STUDS 5/8 IN. MIN. TO EDGE STUD (TYPICAL) ALL STRAPPING TO BE INSTALLED I6 O.G. _> FLOOR JOIST - CENTER GUTS UNLESS OTHERWISE NOTED I '(� -• �A KING G520 COIL STk,:'',P (UPLIFT CONNECTOR - � IDE SNOW FENCE AND 'r. �; STUD TYPICAL AT ALL STUD TO BOTTOM PLATE I BALES OF HAY ALL AROUND AND RIM J0115T CONNECTIONS) 12" MIN. TREATED AGQ WOOD POST. SEE FLOOR TREES. 0/4 MAX. NOTCH MUST NOT EXCEED CONNECTOR NO UPLIFT BEARING ON[ STUDS PLAN FOR 51ZE AND TYPE 1 ' 25 PERCENT OF STUD I - y DEPTH REQUIRED_______ HDU5 (UPLIFT' CONNECTOR) WITH 5/8" DIA. o ABU44 GALVANIZED STEEL POST SADDLED I 1 I •--- ----------'- __,.__�..__,r_.____Y._� AS MFG'D. BY 51MPSON D IF HOLE 15 BETWEEN 40 PERCENT ;i" _ I I I I I I I THREADED RZOD EMBEDDED 12-1/2" INTO AND 60 PERCENT OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO ;I 1 CONCRETE "SIMPSON" ET (HIGH 00 {'a F Jul?J j STRENGTH EPFPOO XY ADHESIVE) AND FOR 1 I BORED HOLE; SHALL MORE THAT TWO 5U0GE551VE STUDS TEMP.'S O°F TO 40°F USE "SIMPSON" AT (HIGH NOT BE LOCATED IN THE ARE DOUBLED AND 50 ORED D/4 MAX. B i i I I EXISTING GRADE P aCN^R ' ' SAME OR055 SECTION OF 5RENGTH AC:RYLIG ADHESIVE) (TYPICAL AT �- FLOOR JOIST - END GUTS OUT OR NOTCH IN STUD CORNERS OF BUILDING, AT ENDS OF SHEAR POURED CONCRETE PORCH. SEE WALLS, AND EACH SIDE OF 51DE DOOR OR FOUNDATION PLAN WINDOW OPE:NINOS OF 6'-0" WIDTH OR MORE) MAX. D FROM NOTGHINO AND BORED HOLE LIMITATIONS FOR FRAMING AND UPLIFT SUPPORT EXTERIOR WALLS AND BEARINO WALLS CONNECTION FOR WINDOW AND DOOR. OPENING I PORCH ROOF STAPPINO DETAIL *,{ TREE PROTECTION DETAIL *' NOT TO SCALE NOT TO SCALE L NOT TO SCALE I_I NOT TO 50ALE I N I � I DOOR AND WINDOW HEADER D ALL STRAPPING TO BE IN57A�LLED 16" O.G. FASTENING SCHEDULE 0/3 MAX. A CONTINUOUSLY CONNECTED) PATH ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW MUST BE PROVIDED FROM THE STUD Oo1sl�ro�OM ORD�P41THE171 HOOD rRAME I TO THE GIRDER BELOW. TOP PLATES RAFTER/GEIILING JOISTS (R8021.1) NOTATION A e O D e r © p 0520 COIL STRAP (UPLIFT GOONNECTOR - ROUGH OPENINGS 1, STUD TYPICAL AT ALL HEADER TO> JACK 2.-0' 2 (1)2•X a• 1 1 1 1 0 BORED HOLE MAX. CONNECTIONS) 12" MIN. BEARIING ON a--o• 4 (1)2-x a• 2 2 2 2 DIAMETER 60 PERCENT STUDS b-O (2)2"x 4• a HDU5 (UPLIFT CONNECTOR) WITH 5/8" DIA, p © Q OF STUD DEPTH e THREADED ROD EMBEDDED 12-I/2" INTO MT550 UPLIFT CONNECTOR ("ITYPICAL) a OR s 5 5 5 ti p 5/8 IN. MIN. TO EDGE (1)2•x a• e c CONCRETE WITH SIMPSON' ET (HIGH 0520 COIL STRAP (UPLIFT G<ONNECTOR - a'o' (2)2"x 4• 9 e HDUS STRENGTH EPDXY ADHESIVE) AND FOR ,L'� ® 0 0/3 MAX. TYPICAL AT ALL HEADER TO) JACK a OR 5 5 5 5 TEMP.'S O°F TO 40°F USE "SIMPSON" AT NOTCH MUST NOT EXCEED CONNECTIONS) 12" MIN. BEARUNG ON lo'O• 101 (2)2°x 6• 4 a a 4 (HIGH 5REN6TH ACRYLIC ADHESIVE) 3 40 PERCENT OF STUD DEPTH 5/8 IN. MIN. TO EDGE STUDS I2-o• 12 (2)2"x 6- 5 4 5 4 (TYPICAL AT CORNERS OF BUILDING, AT 5 ENDS OF SHEAR WALLS) NOTATION, y A-NUMBER OF bd NAILS•EACH END OF STRAPPINSS(TABLE p HDU5 (UPLIFT CONNECTOR) WIITH 5/&" VIA. 5.1,PAGE 151 A TABLE 6A PAGE 516) '' PRESERVATIVE-TREATED BARRIER O NOTE: Z IS MEASURED AS A B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO - BORED HOLES SHALL NOT BE THREADED ROD EMBEDDED 112-1/2" INTO DOORS)(TABLES 3.230,PAGE IA PROJECTION 5 �1 HORIZONTAL ROJEC TION ON °'+ CONCRETE WITH '51MP50N" E`.T (HIGH C-NUMBER OP PULL H21GHT KING 5TV05•EACH SIDE OP ° �1 THE BUILDING ROOF AND LOCATED IN THE SAME CRO55 HEADER(TABLES 5.23C,PAGE 1'15 1 s PIPE OR CONDUIT SECTION OF GUT OR NOTCH IN STRENGTH EPDXY ADHESIVE)) AND FOR D-NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT I 1 2Q © WALLS. CLIENT MASTRO TEMP S O°F TO 40°F USE "511MP50N" AT KIN&STUD TO END OF HEADER i EACH SIDE(TABLE 5.'1, . STUD PA&C 151)4 (TABLE 6A,PA&E 516) •�r d •& ti p D 2 IN. MIN. FROM TOP (HIGH 5RENGTH ACRYLIC APMEVVE) E-NANBER OF JACK STUDS•EACH END OF HEADERS DATE AND BOTTOM OF JO15T I? (AGTUAL DEPTH) (TYPICAL AT CORNERS OF BWJILDING AND (TABLES F-NUMBER OF bd Ibd PAGE 191)ASSUME DOUBLE HEADER NAILS END-NAILED T'HROU&H ADJACENT 3 AT ENDS OF SHEAR WALLS) JACK STUDS TO END OF 91LL(5)O EACH BIDE(DOES NOT APPLY TO DOORS)(TABLES 5D,PA&E5 151)t(TABLE 6A, NOTCHING AND BORED HOLE LIMITATIONS FOR PA6E516) 5 s . 0 DRWN BY SC GUTTING NOTCHING AND DRILLING INTERIOR WALL5 AND NONBEARINO WALL5 p WINDOW AND DOOR OPENING CONNEG7F-l0N TYPES HOLD DOWN DETAIL ti W GHK'DBY NOT TO SCALE O NOT TO SCALE I NOT TO SCALE NOT TO 50ALE L�LI DATE 11/17/09 uT &5 CIO 100 IIO 120 150 140 150 V) REVISIONS o DUAL SLOP ROOF = DATE ISSUED SHEA5/3/10 FOR PERMIT NO STRAPPING REQUIRED ABU44 POST BASE • . THII LCX,ATIGN' SUCTION PRESSURE (PSF)� 9/3/10 REVISED AS WHEN COLLAR TIES ARE lb" ASSEMBLY ° ZONE 1 13.4 1 15.0 I8>3 22.4 1 2b.6 51.2 36.2 41.6 NOTED 6/1/11 ISSUED TO BLDG DEPT O.G. WASHER SUPPLIED WIT ZONE 2 25b 28.cl 35.1 45.2 51.4 60.4 -10.0 bOA 2" X 4" COLLAR TIES Ib" O.G. ASSEMBLY ,:� b� ZONE 3 33.7 5-1.b 46.1 56.5 67.2 -18.9 111.5 105.0 O 1/3 DOWN BETWEEN RIDGE I ' • ° ZONE 3 OVERHANG 41.9 41.0 5b.0 "10.1 83.5 98.0 113.E 130.4 AND GEILINF JOISTS i i 1/2" GALV. ANCHOR BOL F- (MAIXIMUM HEIGHT ABOVE I I IMBEDDED IN POURED �' ZONE 4 14.5 16.2 20.1 24.3 28.q 33.9 3q.3 45.1 = ++ ++ CONCRETE SUPPORT PIER i 6 a.. '° ZONE 5 Il.a1 20.1 24.8 30.0 35b 41.8 48.5 55.-i O f ATTIC FLOOR NOT TO EXCEED 4'-5") " SIMPSON STRONG-TIE >- 11 I. THE DIMENSION, Z, IS MEASURED AS 109b OF THE MINIMUM E)IUILDIN6 DIMENSION, � POURED CONCRETE PIER 11 SIMPSON STRONG-TIE AC WITH HTS INSTALLED ECCQ-SDS2.5 VERIFY WITH POST 'I TO JOIST. INSTALL HTS ON BACK SIDE OF AND BEAM SIZE SIMPSON STRONG-TIE SIMPSON STRONG-TIE BUT NOT LE55 THAN 3 FEET. 0 JOB NO. BEAM.VERIFY WITH BEAM AND POST SIZES TYPICAL 2ND FLOOR DECK CBSQ-SOS2. VERIFY WITH POST SIZE LUS - VERIFY WITH JOIST SIZE 2. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B U TYPICAL JOIST HANGER COLUMN CAP CONNECTION TYPICAL COLUMN BASE CONNECTION TYPICAL JOIST HANGER WITH A MEAN ROOF HEIGHT OF 33 FEET. FOR BUILDINGS LOCATED IN OTHER EXPOSURES, THE TABULATED VALUES SHALL BE MULTIPLIED BY THE APPROPRIATE ADJUSTMENT FACTOR IN TABLE 1.1 CD Z SHEET NO. P05T BASE DETAIL-ONLY FOR RETROFITS TYPICAL DECK DETAILS ROOF AND WALL SHEATHING SUCTION LOADS < ROOF RIDGE DETAIL S \ / NOT TO 5GALE NOT TO 50ALE T NOT TO 5GALE U NOT TO SCALE Y CD J A� 8 Q ALLOWABLE HOLES - TJI Joists NAILING REQUIREMENTS NOTE: THIS DRAWING IS FOR REFERENCE TJI®joists at bearings: Two 8d(V2)box nails(leach side),1Yz •r-1 / SEE MANUFACTURES CURRENT SPECI FICATI minimum from end. S _ll I� Blocking panels,rim joist or rim board to bearing plate; FOR ALL RELATED INFORMATION Backer block: Install tight to top flange (tight 0 No field cut 5ee Table A See Table 8 1 z"hole may be cut TJI®blocking panels or rim joist: 10d(3")box nails at 6"o.c. to bottom flange with face mount hangers), both :1� holes in See Table 8 anywhere in web out- Trus Joist rim board:Toenail with 10d(W)box nails at6"o.c.or 4'-0" length of sides of web with single TJI® joists. Attach �t J hatched See Table A side hatched zone DO NOT 16d(3Y2")box nails at 12"o.c. BEAM TO BEAM g„ 8" diameter maximum hole for zones q 9 CONNECTION reinforcement with ten lOd (3") box nails clinched when possible. Cut or notch flange. Shear transfer.Connections equivalent to decking nail schedule. 4 11g" - 16" deep blocking panels; p _ an one side at E20 „ Trus Joist Rim board,rim Joist or closure to TJI a Dist: 6 diameter maximum for Attach reinforcement to s 6" O 6" 1%"width or less:Two 10d(T)box nails,one each at top and both sides at E3 to rim board tIr bottom flange. blocking panels 9z deep or joist with one 8d (2Z ) L t 2 xt bi pt LZ 2 x L 2 02 Vie"thru 2%"widths:Two 16d(3Y")box nails,one each at top and shorter than 12" long. common nail at each LU 6" minirmum minimum 106" bottom flange. ' (applies t(o all holes 1 3 2"width:Toenail joist to rim joist with one 10d(3")box nail each Do not cut flanges. corner 0 > except krnockouts) Do not cut holes larger side of joist top flange. i� �� than 1 Y2"in cantilever DO NOT locks: Two 10d 3' box nails one each Trus Joist 12 length of 4 (� Table A - End Support 2x4 p and bottom squash b T ( � cut holes in cantilever at top and bottom flange. rim board reinforcement on Minimum distance from ledge of hole to inside face of nearest end support reinforcement. one side at E51 Filler block: Nail with ten l0d (3") FLOOR NAILING REQUIREMENTS Attach reinforcement box nails, clinched. LB ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE both sides at E6 61 DEPTH TJI® • TJI® joists of bearings: Two lad (Y) box or 12d (3Y,) box to joist with 8d (21") 2" 3" 4" 6Y2' 8%" 11" 13" 2" 3" 4" 6%" 8%" 11" 13" Top flange0 Use ten 16d (3%p") box nails from nails (I each side), iYZ minimum from end. common nails at 6" on- 110 1'-0" 1'-6" 2'-0" 5'-0" 1'-0" 1'-6" 2'-6" 4'-6" • Blocking Mls, rim joist or rim board to bearing plate: hanger O` each side with TJI®/ProT" 550 joists. Face 4moiunt ?- center. When reinforcing 1fl UU 210 1'-0" T-6" 2'-0" 5'-0" 1'-0" 2'-0" 2'-6" 5'-0" TJI®blocking panels or rim joist: 10d (Y) box nails at 6" on-center. V han eir Face rain �'� both sides sta er nails.9� 230 1'-0" 2'-0" 2'-B" 5'-6" 1'-0" 2'-0" 3'-0" 5'-0" Trus Joist rim board: Toenail with IOd (3') box nails at 6' g g Q , gg Less than 5T Cn 360 T-6" 2'4" V-0"1 6'-0° 1 1'-6" Z-6" 3'46" 5'-6"1 on-center or 16d (3�') box nails at 12" on-center, horizontal „ , „ 2- „ , „ , „ " N ' 1' : " Shear transfer. connections egpivalent to decking nail schedule, EZ E3 ES 6 With top flange hangers, backer block 110 1-0' 1-0 1-0 2-6 5-0 1-0 1-0 1-6 4-6 6-0 L3 See current Trus Joist 210 1'-0" 1'-0" 1'-0" 2'-61, 5'-6" 1'-0" 1'-0" 2'-0" 5'-0" 6'-6" • Rim board, rim_joist or closure to TJI® joist: HZ literature for framing comnectors required only for downward loads exceeding L 113/w' 230 1'-0" T-0" T-0" 3'-0" V-0" 1'-a' T-0" 2'-0" 5'-6" 7'-0" IV width or less: Two 10d (3") box nails, am each at top 250 lb5 or for uplift conditions '1 � 360 1'-al 1'-0" T-6" 4'-6" 7'-0" 1'4" T-0" 2'-6" 6-6" 7'-6" and bottom flange. 560 1'-al 1'-0" 1'-6" 5'-0" 8'4" 1'-0" 2'-0" V-6" T-0" 8'-0" TJI®/Pro"350 * 130T5 rim joist: Two IW (3Y2") box nails, 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-6"1 5'-o. 1'-0" 1'-0" 1'-0" T-6" V-0" 8'-0.. one each at top and bottom flange. .: „ , „ , „ , „ , „ , „ , „ , „ , „ , „ TJI0/Pro'"550 rim joist: Toenail joist to rim joist with one 10d (Y) Nail Trus Joist rim Attach reinforcement to 0 210 1=0 1-0 1-0 1-0' 3-0 6-0 1-0 1-0 1-0 4-0 6-6 8-6 box nail each side of joist top flange, 1u ® u 14" 230 1'-0" 1'-0"' 1'-0" 1'-6" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 4'-0" 7'-0" 9'-0" board to blocking with �oiisfi with one 8d (22 ) b'-0" length of TJI 8 diameter maximum hole for Option #1: 0 ' 2x4 minimum squash blocks: Two lOd (3') box nails, one each at top 360 1'-0" 1'-0"' T-0" 2'-6" 5'-6" 8'-0" 1'-0" 1'-0" 1'-0" 5'-6" 8'-0" s'-6" and bottom flange. connections equivalent coimmon nail at each joist reinforcement 117" - 16" deep blocking panels; Apply subfloor TJI® Joist blocking with end 560 1'-0" 1'-0"I r-o" 2'-6" 6'-0" 9'-a' 1'-0" 1'-0" 1'-6" 6'-5" 9'-0" 10'-0" to decking schedule coirner and filler block. Use 6" diameter maximum for adhesive to all blocks installed at 13 joist 210 1'-0" 1'-0"' 1'-0" 1'-0" 1'-6" V-6" 6-0" 1'-0" T-0" 1'-0" 2'-6" 6'-6" 8'-0" 10'4" 16" 230 1'-a' 1'-0 1'-0" 1'-0" 2'-0" a'-o" 6'-6" 1'-0" 1'-0" 1'-0" 3'-0" 7'-0" 9'-0" 11'-0" ROOF NAILING REQUIREMENTS 4 -0" length with 91" blocking panels 92" deep or contact surfaces span locations using LO 360 1'-0" 1'-0"' 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-0" 10'-0" 11'-6" • TJI®joists at end bearings: Two 10d (3") box or Blocking panel between each and 118' TJI®foists. shorter than 12" IOng, pn two 8d (2 2") r 560 La 1'-0" 1'-0"' 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" 12--0" 12d (3Y4') box nails (I each side), lY�' minimum from end. j01St. Nail to top plate with ' 'c`'Q • TJI®joists at intermediate bearings: DO not Cut flanges. ,+ .,0�5 box Halls Or ' 1 „ „ „ „ „ „ „ „ „ „ connections equivalent to , 13 'l� 2/ screws, �J } 4 6 8 10" 12 15 17 4 6 8 10" 12 15 17 Roof slopes less than 4'per foot: Two 10d (Y) q Trus Joist " ", box or 12d (3Y') box nails (I each side), see detail R7, decking schedule, typical Z 18" 360 1-0 1-0 1-0 2-0" 5-0' 10-0' 1-0 T-0 V-0 10'-Y' 11-0" 13'-6' a g rim board 560 1'-0" 1'-0"' 1'-0" T-0" 5'-0" 11'4' 1'-0" 1'-6" 6'-6" 11'-0" 12'-0" 14'-6° Roof slopes From 4" to 5"per foot: Four IOd (3") box or 12d (3Y4) box nails (2 each side). See detail R74. 12" length of 4" \ D 20„ 360 1'-0" 1'-0"' 1'-0" T-0" 2'-0" 7'-0" 10'-6" 1'-0 1'-0" 2'-6" 8'-0" 11'-6" 14'-0' 15'-6" Attach reinforcement Option #2: m 560 T-0" T-0"' T-o" T-0" T-0" 7'-0" 11'-0" 1'-0" 1'-0" 4'-0" 9'-6" 12'-6' 14'-6" 15'-6" Roof slopes greater than 5'per foot: Four 10d (Y) reinforcement on box or 12d (3Yq) box nails (2 each side) plus a to joist web with 3 2X_strapping installed at Q Table B - Intermediate or Cantilever Su port twist strop and backer block, 5ee detail R75, one side at E7, ; pp • Blockinq_Mls or shear blocking to bearing plate: both Sides at ES rows lOd (3") common %joist span locations Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support TJI®joist blocking panels: 10d (3") box nails at 6' on-center, nails at 6" an-center, using two 22" screws per X ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE T 6, on-center rim oar-6d or shear bloc inq: Trail with 10d (Y) box nails clinched. Use 2 grows Option#3: oist 111 DEPTH TJI® " , „ , „ or -� with 91 and 117 directly applie�ceiling o > 2" 3" 4" 6Y2" C" 11" 13 2" 3" 4" 6/2 8/6 11" 13" Shea- transfer: corrections.ecipivalent to decking nail schedule. Less than 5 ?• V'� 2 8 4 110 1'-6" 2'-6"' 3'-0" 7'-B" 1'-6" 2'-6" 3'-6" 6'-6" � �'�` TJI10 joists. When specified on the layout, o 9Y2„ 210 2'-0" -6 2' "' 3'-6" T-6" 2'-0" V-0" 4'-0" T-Y' E8 E4 �g; one or more of the three bracing p 230 2'_6" 3'-0'•' 4'-0" 8'.0" 2'-&' 3'_0" 4'_6" T-6" 360 3'-0" 4'-0'° 6-6" 9'-0" 3'-0" 4'-6" 5'-6" 8'-0" Not for use with 3 2" TJI ®joist flange widths options shown must be installed Y 110 1'-0" 1'-0'" 1'-6" 4'-0" 8'-0" 1'-0" T-6" 2'-6" 6-6"1 s'-0" CONNECTION OF MULTIPLE PIECES V 210 1'-Ul 1'-00 2'-0" 4'-6" 9'-0" T-0" 2'-0" 3'-0" 7'-6" 10'4" OF TOP-LOADED BEAMS (1) 11%8' 230 1'-0" 2'-0"' 2'-6" 5'-0" V-6" 1'-0" 2'-6" V-6" 8'-0" 10'-0" I Web stiffeners 350 2'-0" T-0"' 4'-0" 7-0" 11'-0" 2'-a' T-6" 5'-0" 9'-6" 11'-o" 1%" Width Pieces: required each 8" diameter maximum hole for LSTA24 Simpson or USP) 560 1'-6" 3'-0"' 4'-6" 8'-0" 12'-0" T-0" 4'-6" 6'-0" 10'-6" 12'-0° 11- 20 deepblockingpanels; ( U T :: • u: ,: � " :: '_ " ' " " " ' " 12'-0" • Minimum " 12 " nails at 12" o c side at E1W 8 strap with twelve 10d x l%2" nails ID 110 1-0 1-0 1-0 2-0' 4-6 8-0 1 0 1-0 1-0 5-0 9-0 Minimum Of 3 rows 10d (3 X 0• 8 ) 6 diameter maximum for Nall through 2X wood backer and 210 1'-0" 1'-0"" 1'-a' 2'-6" 5'-0" 9'-0" 1'-0" 1'-0" 2'-a' s'-cr 1a-a' 12'-6" TJIP'joist web with 2 rows 10d BEARING AT WALL „" , „ :, , ,: " • " • Minimum of 4 rows 10d 3" x 0,128" nails at 12" o.c, Lilocking panels 92" deep or 14" 230 1-0' 1-0 1-0" 3'-(Y' 5-6 10-0 1-0 1-0 2-6 6 10-6 13'-0" 360 1'-0" T-0"" 2'-0" 5'-6" 8'-6" 12'-6" 1'-0" Z-0" 4'-0" 9'-0" 12'-0" 14'-0" for 14" and deeper beams shorter than 12" long. (3") common nails at b" g on-center, clinched. Use Trus Joist rim board 560 1'-0" 1'-0"" 1'-6" 5'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 10'-C" 13'-6" 15'-0" Blocking 210 1-0' 1-0 1-0' 1 0 3-0 5-6 9 6 1-0 1-0 1-0 4-0 9-6 12-0' 15-6 g 1 u Do not cut f langes. ~` „„ , , „ , „ , „ , „ , „ , „ , " : : „ : :: • If using 12d (3/4 ) or larger nails,the number �: Strap nails: panel i or blocking for lateral support • .• 16d (3/ ) Halls with 9 pp 16" 230 1'-0" 1'-0"' 1'-0" T-6" 4'.0" 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" 5'-0' 10'-6" 13E6'[E17]'.-0" 0" of nailing rows may be reduced by one. Leave 2 /" 1 �� a 3/z TJI joist 360 1'-0" 1'-0" 1'-0" 3'-0" V-6" 10'-0" 13'-6" 1'-0" 1'-0" 7-o" T-6" 13'-0" 14 / minimum end560 1'-0" 1'-0"' 1'-0" 2'-6" 7'-0" 'IT-0" 15'-0" 1'-0" 1'-0" 3'-6" 9'-0' 14'-6" 16'-018-0" 1 „ distance, flange widths. " 3/2 Width Pieces: Microllartf LVL, typical ,. .: 10" 12" 16 17" / / E 4 6 8" 10 12" 15 17 4" 6" 8" t ,� Trus Joist rim .. 360 1'-0" 1'-0'" 3'0 6'-0" 9'-0" 15'-0" 1'-0" 4'-0" 9'-0" 14'-6" 16'-6" 19'-6" • Minimum of 2 rows/ bolts at board Parallan� P5L or 18 560 1'-0" 1'-0'" 2'-0" 6'-0" 1V-0" 16'-6" 1'-0" 6'-0" 11'-s" 16'-s" 1s'-0" 20'-0" 24" O.C. staggered Timber5tranl LSL Variable slope joist hanger. Verlf 20" 360 1'-0" 1'-0"' 1'-0" V-0" 6'-0" 1 T-0" 15'-6" 1'-0 1'-6" 7'-0" 12'-6" 16'-6" 19'-0" 21'-0" capacity and depth limitations. (1)Load must be applied evenly across entire 580 1'-0" 1'-0"' 1'-0" 1'-6" 5'-6" 12'-0" 1B'-0" 1'-0" 3'-0" 8'-6" 14'-0" 17'-6' 19'-6" 20'-6" beam width.Otherwi se,use connections for side-loaded beams. Straps are not required with slopes of 3" per foot or less Wood D� '� Rectangular holes based on measiurement of longest side. backer off-`. v�,e �1 " Holes may be located vertically anywhere within the web. Leave Y8'of web(minimum)at top and bottom of hole. Additional nailing Or bolting may be �i E1W HS �`��e, �p��\��vayor� Parallari�' PSL or TimberStr�nd LSL column • Knockouts are located in web at approximately 12"on-center; they do not affect hole placement, required with side-loaded multiple-member Z�Z �2 GO���O • For simple span (5'minimurm)uniformly loaded joists meeting the requirements of current Trus Joist product guides, one maximum beams. Refer to current product literature. Fl ca �r �c LI size round hole may be located at the center of the joist span provided no other holes occur in the joist. • Distances are based on the;maximum uniform loads shown in current Trus Joist product guides. For other load conditions or hole 2X stud a WEB STIFFENER ATTACHMENT configurations contact your Trus Joist representative. wall at 16 Plate nail - 16d (3t/"} box - earns and Headers on-center at 12" on-center �/a minimum ALLOWABLE HOLES B 2x diameter of the largest hole(minimum) 19 Floor panel nail - 8d (22") i „ 2%4' maximum nels Backer block: Install, tight to t common at 6" on-center �3 t Black be required uired with bottom flange (tight to top depth Three 8d (2/ ) box nails, y a Filler block: Attach flange with top flange hangers). clinched shear walls above or with ten 10d (3") box Attach with ten 10d (3") box Co_ Q _ � Allowed hole zone ° ° 1�4" TrUS Joist t „ below-see detail 81 ° — Cut only round holes and kn, ree 16d (3/ ) box nails at nails, clinched. nails, clinched when possible. ° depth o 0 only In the center of beam. rim board 3%" TJI® 'Dist flan a widths Use ten 16d (3% IT 1 2" g ) box nails from span Allowed hole zone Y span ROUND HOLE CHART Web stiffener each side, each side with LSTAI8 strap nails: BEAM DEPTH MAXIMUM HOLE SIZE ND 12„ Toenail - 10d (3") box I W See sizes below. TJI®/ProT" 550 joists. Leave 2�/e" minimum 4%8' 1" min at 6 on-center +--� Web stiffeners required • For uniform 5Yz %4g uniformly loaded beams only. Tight fit each side at B3W end distance, typical 1 Rectangular holes are not allowed. BEAM ON F 7Y4'to 20" To No holes in cantilevers. COLUMN CAP See illustration for Allowed Hole Zone Boundary nailing - W Wetb Stiffener Size W Web Stiffener Size Variable slope joist hanger. Verify CLIENT MASTRO • 1 I1 t It 4/16" 5 „ 7/8" 5 „ capacity and depth limitations. Q DATE 8d (2� ) common Install proper blocking to i/ / �x minimum 2/6 x 2/6 minimum See FLOOR SPAN TABLES and W • No holes in headers or bealms in plank orientation. I at 4" on-center* support all panel edges 3 i, 5 11 5 „ 1 „ u 5 „ B3 B3W GENERAL NOTES in current H6 > 1/ / x 2 16 minimum 2/ 1 x 2/6 minimum Trus Joist literature for exceptions Straps are not required with slopes of 3" per foot or less Li * t o 3 n g n l u (n DizwN BY SC See Trus Joist Framer's Pocket Guide W 2/6 x 2 16 minimum 3/ 2x4 Q� CHK'D BY Trus Joist rim board) for shear for additional installation specifications. Load bearing or shear wall above BIRDSMOUTH CUT blocking between 'oiists). Field BEARING FOR DOOR (must stack over wall below) = DATE �1/T7/09 g ( OR WINDOW HEADER Allowed at low end of joist only trim to match joist depth at Revisions outer edge of wall or, locate on PI Web stiffeners required Load from above Blocking panel ftf DATE ISSUED wall to match joist depth. Strap per code if top if sides of hanger do not Bearing plate: J 5/3/10 FOR PERMIT laterally support at least 9/3/10 REVISED AS i i i plate is not continuous 3 „ ® . . Flush plate with inside Beveled web NOTED 3 3 3 over header / of TJI joist top face of wall or beam %6' stiffeners on c) 6/1/11 181 UM TOBLDGDEPT f lange i 16 both sides 1— II 2 CD 2 Top flange hanger 2x4 minimum Web stiffeners required 0 each side at B1W c� roe no. Maximum allowable V-cut TJI® rim joist Face mount squash blocks \/o� � 09=7 2 hanger Use 2x4 minimum squash blocks See FLOOR SPAN TABLES and ��� SHEET NO. A2 Must have 1 3/4' minimum joist f load d TJI® Bl giW GENERAL NOTES in current to transfer around SB SHEAR BLOCKING and VENTILATION bearing at ends �z Hl H3 CS Dist R5 2x4 block for HOLES...Roof Only soffit support o J