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HomeMy WebLinkAbout52156-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 52156 Date: 08/07/2025 Permission is hereby granted to: Paul Cutrone 114 Roosevelt St Garden City, NY 11530 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per Trustees Non-Jurisdiction letter, DEC Non-Jurisdiction letter&SCHD approval. Premises Located at: 940 Marratooka Ln, Mattituck, NY 11952 SCTM# 115.-3-17 Pursuant to application dated 06/05/2025 and approved by the Building Inspector. To expire on 08/07/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,7663 CO-RESIDENTIAL $100.00 ° Total S1,866.75 �� Building Inspector� ���� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 tt) ://wN w (,)uthol itovvtln y.�r v Date Received APPLICATION FOR BUILDING PERMIT ISO For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete ep applications will not be accepted. Where the Applicant is not the owner,an r6111' 1$oi�t Owners Authorization form(Page 2)shall be completed. o Dater � "i z.� �_..__. ._�... �.�. ...�.. , ... OWNER(S)OF PROPERTY: Name: eiSCTM# 1000- 3 Project Address: 0 // Lila- Phone#: ��� (o�ss Email, �� C L.4;oli Mailing Address CONTACT PERSON: Name: 'FV-"n-dL Coo ... � Mailing Address: o ZV h 6 Phone#: 51 �► Email: , DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#:63 1—.746_ Z-V Email° ' . CONTRACTOR INFORMATION: Name: cmt Mailing Address: Phone#: �3 Email° -h(I 1 DESCRIPTION OF PROPOSED CONSTRUCTION �O�✓1 ❑New Structure 44Addition NAlteration ❑Repair ERpemolitiXon Estimated Cost of Project: ❑Other $ -7 S-0 1 000 Will the lot be re-graded? ❑Yes 1�&No Will excess fill be removed from premises? ❑Yes iNo 1 PROPERTY INFORMATION Existing use of property: 9,05; G%���Q, Intended use of property: •.eSi�0�1� lY Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A ACt this property? ❑Yes [ No IF YES, PROVIDE A COPY. ��--J- :heck Box After Rea4ng: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPUCATION 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,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(sl for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section WAS of the New York State Penal taw. Application Submitted By(print name): — igAuthorized Agent El Owner Signature of Applicant: Date: STATE OF NEW YORK) 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 perform or have performed the said work and to make,and file this application;that all statements contained in this application are true to It est-of hsffier knowledge and belief; d that the work will be performed in the manner set forth in the ap lcation file therewith",', Sworn before me this ay of ��20 tary Public ADAM MATROS PROF,I TY OWNER LITVI � RATION� NOTARY PUBLIC FOLK COUNTY E Y't � � 4670 (Where the applicant is not t .w��e owner) uc. . EXP.03 21/20 COMM. EXP.02/21/2029 u 4y- ..... residing at Z �,,.� do hereby authorize to apply on my beh/1heT;own of thold Building Department for approval as described herein. 00, Owner's Signature 6ate Print Owner's Name 2 Glenn Goldsmith, President Town Hall Annex "`„r 54375 Route 25 A. Nicholas Krupski,Vice President � P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �� �� d Fax(631) 765-6641 eAu . ' 4,' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 19, 2025 John Cook Sublime Contracting LLC 20 Sandalwood Lane Riverhead, NY 11901 RE: PAUL CUTRONE 940 MARATOOKA LANE, MATTITUCK SCTM# 1000-115-3-17 Dear Mr. Cook: The Southold Town Board of Trustees reviewed the survey prepared by Condon Engineering, P.C., last dated February 14, 2025 and determined that the proposed work is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, XP06r� Glenn Goldsmith, President YODepartment of KATHY HOCHUL Governor s�rAr Environmental Conservation AMANDA LEFTON Acting Commissioner LETTER OF NCB JURISDICTION: FRESHWATER T"ER WETLANDS ACT May 16, 2025 Paul Cutrone 940 Marratooka Lane Mattituck, NY 11952 Re: Application# 1-4738-04858/00002 Cutrone Property- 940 Marratooka Lane, Mattituck, NY 11952 SCTM # 1000—115—3— 17 Dear Paul Cutrone, Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined your proposal to construct additions to the single-family residence and add a new sanitary system is more than 100 feet from DEC regulated freshwater wetlands per the site plans prepared by Aerial Land Surveying, D.P.C. last revised April 11, 2025. Therefore, no permit is required pursuant to the Freshwater Wetlands Act(Article 24) and its implementing regulations (6NYCRR Part 663). Please note, all construction, clearing, and/or ground disturbance must remain more than 100 feet.from the freshwater wetland boundary. In addition, any changes, modifications or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Be advised, during review of aerials for this application, it appears that topsoil is being placed near the shoreline of the pond. This area is regulated adjacent area, was required to be a vegetated buffer by conditions of the previous permit and is steeply sloped. Placing topsoil in this location is not compatible with protection of the wetland and could constitute an Article 24 violation. This letter shall remain valid unless site conditions change. This letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura Star Deputy Permit Administrator cc: Evanna Cook—Sublime Contracting LLC DEC Bureau of Ecosystem Health File Division of Environmental Permits, Region 1 50 Circle Road, Stony Brook, NY 11790 1 dec.ny.gov 1 dep.r1@dec.ny.gov 1 (631)444-0365 -- - -- ----- - . I . "I . I., I . ­,, � . . ! . - t�7 50?1_5� 115 -3-1I '-,, ,1 I \ .. . ��� . . . 1 '7 1. . . _ , sT ND APPENDIX J COMPLIANCE 2020 RCNY AJ8 COMPLIANCE-ADDITIONS 2020 RCNY 1 &2 STORY ADDITIONS THESE DRAWINGS CONFORM TO TB� ZOZO RESIDENTIAL R3o2.12 DRAFTS_ TOPPING E'"'"' . AJg01.2.1--THE PROPOSED 1ST&2ND FLOOR ADDITION DOES NOT CREATE ANON- AJ601 LEVEL 2 ALTERATIONS-CONVERSION SUNROOM TO MASTER TL 1111 ZOlCM FOR 1 i Z IN COMBUSTIBLE.CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE&BELOW THE CONCEALED^ . CODE OF NEW YORK STATE, SPACE OF A FLOOR/CEILING ASSEMBLY,DRAFISTOPPING SHALL BE INSTALLED SO THAT THE AREA OF 't CONFORMITY.THE EXISTING HOUSE CONFORMS TO HEIGHT,FIRE SAFETY,MEANS OF BEDROOM/1sT FLOOR ADDITIONS '� �+ t��l+ 1�r�+ CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE ""` .. EGRESS AS WELL AS MECHANICAL,PLUMBING AND ELECTRICAL CAPABILITIES. AJ601.1 SCOPE:NEWLY CONSTRUCTED ELEMENTS SHALL COMPLY WITH REQUIREMENTS FAMILY DWELLINGS, AS WELL AS THE, ZOZ4 NEW W YORK INTO APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND e AJ801.2.2-THERE IS NO REPAIR WORK WITHIN THE EXISTING HOUSE;THEREFORE,THE FOR THE CODE: GY CONSERVATION CONSTRUCTION CODE. ' . - A CEILING MEMBRANE BELOW,DRAFTbTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNAERTHE „_ ' I PROJECT IS NOT REQUIRED TO CONFORM TO SECTION AJ4 REPAIRS. , 1ST FLOOR LEVEL 1. ' STATE ENERGY. BOT,LOWING.CIRCUMSTANCES: 1. CONVERSION OF EXISTING SUNROOM TO NEW MASTER BEDROOM -"-` AJ$01.3-FIRE&LIFE SAFETY PROTECTION i� A SECCC' i. CEILING IS SUSPENDED UNDERTHE FLOOR FRAMING. 1 AJ8_ 01.3.1 SMOKE ALARMS_SHALL BE INSTALLED AS PER ARCHITECTS PLANS IN 2• REMOVE EXISTING STAIRS TO BASEMENT CLOSE UP FLOOR OPENING-FINISHES TO R3 O.i EMERG C ESCAPE&RESCUE OPENINGS REQUIRED ;2. FLOOR FRAMING IS CONSTRUCTED OFTRUSS TYPE OPENINGS OR PERFORATED MEMBERS. CONFORMANCE W/R314 2020 RCNY.HARD WIRED(WALLS&CEILING CAVITIES EXPOSED)AT MATCH. ,�N y _ _ 3. REMOVE EXISTING INTERIOR WALLS AS PER FLOOR PLAN.NEW WOOD I-JOISTS TO BASEMENTS,HABITABLE ATTICS,AND EVERY SLEEPING SHALL HAVE NOT LESS THAN ONE OPERABLE THE NEW 1ST&2ND FLOOR ADDITIONS(IN EACH BEDROOM,AT TOP&BOTTOM OF STAIRS, EMERGENCY ESCAPE&RESCUE OPENING.WHERE BASEEMEttTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN R302.12.1 MATERIALS ; AS WELL AS IN THE HALLWAY IMMEDIATELY WITHIN THE VICINITY OF BEDROOMS). FREE SPAN FROM FRONT TO REAR OF HOUSE. EMERGENCY ESCAPE&RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE& DRAFTS'rOPPING MATERIALS SHALL BE NOT LESS THAN'A"GYPSUM BOARDS,3/9"WOOD STRUCTURAL PANELS OR . _AJ8O1.3.1.1 POWER SOURCE-SMOKE ALARMS SHALL BE HARD WIRED AT PROPOSED 4. RAISE PLATE HGT.OF EXISTING 1ST FLOOR FROM 8'-0"TO 9'-0". A U G 1 8 2025 RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A OTHER APPROVED MATENAi S ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO 5. CLOSE UP BOTH 4'-0"WIDE OPENINGS TO SUNROOM;FRAME NEW W DOORWAY ENTRY ' , BUILDING OFFICIAL THE INTEGRITY OF 1*5 1ST&2ND FLOOR ADDITIONS(EXPOSED WALL/CEILING CAVITY). • PUBLIC WAY • THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVER BY THE BU 6 WINDOWS IN SUNROOM;INSTALL NEW ENERGY EFFICIENT LL AJ801.3.2 CARBON MONOXIDE ALARMS-SHALL BE INSTALLED AS PER ARCHITECTS INTO REMOVE EXISTROOM CONVERSION TO BEDROOM EX EPTION: THE DR4FTSTOPS SHALL BE MAINTAINED. - -. CIi R315 2020 RCNY. Tav n of Southold C M ..,.• REMOVE EXISTING M'IN E3ults]inq!?ep�rtm�n ...._ ... . .... --_.. ......._,�, I ' PLANS; OUTSIDE BEDROOMS IN HALLWAY IN CONFORMANCE WITH EGRESS WINDOWS. � f STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL 14 MOICE DE ECTOIih' - ' EQUIPMENY NOT EXCEEDING A TOTAL.FLOOR AREA OF 200 SQUARE FEET- R214.1 QK.-E 1-pgA SHALL COMPLY WITH NFPA 72&R314 '{ •. CARBON MONOXIDE ALARMS SHALL BE WITHIN 10 FEET OF A BEDROOM AND HARD WIRED > ' 7, INSTALL NEW PRE-FAB FIREPLACE IN DEN;UL LISTED ASSEMBLY,LABELED& (WALL/CEILING CAVITY EXPOSED). LISTED IN CONFORMANCE W/UL127 AND 1004 RCNY. R3 01.i OPERATIGINAL CONSTRAINTS&OPENING CONTROL DEVICES AJ801.3.2.1-NEW FUEL BURNING APPLIANCES-YES,NEW PRE-FAB FIREPLACE 8. INSTALLATION OF NEW PRE-FAB FLUE;UL LISTED ASSEMBLY IN CONFORMANCE W/ EMERGENCY ESCAPE.�c RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT i4.3 LOCATION � be THE USE OF KEYS, . SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: .s. bO.y. INSTALLED AT EXISTING 1ST FLOOR THERE SHALL BE A CARBON MONOXIDE DETECTOR R1002 2020 RCNY. TOOLS OR SPECIAL KNOWLEDGE.WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTItit F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE&RESCUE 1. IN EACH SLEEPING ROOM. t °" ' LOCATED IMMEDIATELY OVER THE FIREPLACE. 9. REMOVE EXISTING ROOF/CEILING STRUCTURE FOR NEW 2ND FLOOR FRAMING, 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS n at tl 0 . OPENING. 3. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS&HABITABLE ATTICS AND NOT oI�IIruxsolf+� sctv�.al4,. AJ801..3.2.1.1 POWER SUPPLY&INTERCONNECTION-CARBON MONOXIDE BRACE EXTERIOR/INTERIORWRLLS AS NEEDED. INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS:iN DWELLINGS OR DWELLING UNITS WITH . • 1901fdPpl'VIP 1'CWST OF • R310.2.1 MINIMU OPENING AREA DETECTORS INSTALLED IN THE EXISTING PORTION OF HOUSE SHALL BE BE HARD WIRED. 10. RELOCATE EXISTING KITCHEN FROM REAR OF HOUSE TO FRONT ENTRY AREA. � M SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM TOM�1�I AJ801.3.3 AUTOMATIC SPRINKLER SYSTEMS-N/A NO 3'tD STORY. 11. LIFE SAFETY-INSTALLATION OF SMOKE AND CARBON MONOXIDE DETECTORS AT �i • M . EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.?SQUARE INSTALLED ON THE UPPER LEVEL SHALL SU�ICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT ,t• . S" rt eon a w . FEE' .THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL THE LOWER LEVEL IS LESS THAN ONE FULL TORY BELOW TILE UPPER LEVEL. n ' °1 " "�"" AJ801.4-STRUCTURAL-YES;THE PROPOSED 2ND FLOOR ADDITION ADDS ADDITIONAL SUNROOF CONVERSION OS LIVING SPACE,AT TOP&BOTTOM OF NEW E AND AT 1ST t`� OPERATION OF THE EMERGENCY ESCAPE&RESCUE OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR * a "'R" HOAf RRAetIKs LOADS TO THE EXISTING FOUNDATION SYSTEM.THEREFORE;THE EXISTING 1ST FLOOR OF FL.AS WELL AS AT PROPOSED 211D FLOOR BEDROOMS.SUCH NEW SMOKE AND 'r"'t SHALL BE NbT LESS THAN Z t"AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN ZO" OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT CARBON MONOXIDE DETECTORS SHALL BE HARD W IItED AND INTERCONNECTED r-t OPENINGt�AIM tti M + i THE HOUSE SHALL HAVE SHEARWALL HOLD DOWN ANCHORS INSTALLED TO WITHSTAND (OPEN WALL&CEILING CAVITIES). O EXCEPTION: ' PLACEMENT OF A SMOKE ALARM REQUIRED BY R314.3 --,.- THE ADDITIONAL LATERAL LOADING FROM WIND/SNOW LOADS.SEE FLOOR PLAN. 12. FRAME NEW EXTERIOR WALL-RIGHT SIDE OF HOUSE(FRONT AND REAR CORNERS) W v GRADE FLOOR OR BELOW GRADE OPIiNINGS SHALL HAVE A .. . AJ801.5-FLOOD HAZARD AREAS-N/A ZONE"X" 13. INSTALLATION OF NEW STAIRS TO 2ND FLOOR ADDITION ABOVE AS WELL AS TO ►V• I�, NET CLEAR OPENING tJF NOT LESS TB AN 5 SQUARE FEET. 14.4 INTERCONNECTION - . WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNTf TABLE R301.6 AJ801.6-MECHANICAL-THE EXISTING MECHANICAL SYSTEM IS FORCED HOT AIR EXISTING BASEMENT BELOW CONFORMING TO R311.5.7.12020 RCNY. R >-4 S I OW ILL HEIGH7.' IN ACCORDANCE WITH R314.3,THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS CONVERSION TO CENTRAL AIR,MANUALS&J CALCULATIONS PERFORMED AND SUPPLIED W R31fi. .2 WIND BASEMENT LEVELtetwoo WHERE A WINDOW IS ILL H I AS THE EMERGENCY ESCAPE&RESUE OPENING,IT SHALL HAVE A SILL HEIGHT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT.PHYSICAL � (in pounds per square foot) THE SILL HEIGHT IS BELOW GRADE,TT SHALL BE INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE '. LTV@ Load BY THIRD PARTY. 14. INSTALL NEW CONCRETE FOOTING AT EXISTING SUNROOM CONVERSION TIE TO W w OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR;WHERE Use AJ84�jJNj$n1TG--YES;NEW BATHROOOMS AT THE NEW 1 &2 FLOOR SHALL EXISTING FOUNDATION W/#5 REBAR AT 12"O.C.VERTICALLY. IN W PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310,2 3 INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. CONFORM TO THE N.Y.STATE PLUMBING CODE; Uninhabitable attics PLUMBING FIXTURE 15. INSTALLATION OF NEW CONCRETE BLOCK FOUNDATION AT EXISTING SUNROOM- • • x+ .1. R310.2.3 WINDOW WELLS EXCEPTION: without storageb 10 CLEARANCES/LOCATION SHALL CONFORM TO R307 2020 RCNY. 8"X 8"X 16"LOAD BEARING CONCRETE BLOCK 3 COURSES MIN.TIE NEW CONCRETE '" 40 N LESS THAN 9 SQUARE FEET WITH A HORIZONTAL INTERCONNECTION OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE ALTERATIONS OR J801.7.1 SANITARY DISPOSAL SYSTEM -ADITIONAL BEDROOMS ARE BEING ADDED; BLOCK FOUNDATION TO EXISTING FOUNDATION W/#5 REBAR AT 12"O.C. U. ~ • � C 4 '[FIE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT L Q Uninhabitable attics with A PROJECTION AND WIDTH OF NOT MIS THAN 36 INCHES.THE AREA OF THE WINDOW WELL SHALL ALLOW THE REPAIRS DO NOT RESULT C,REMOVAL C INTERIOR WALL V CEILING FINISHES EXPOSING THE STRUCTURE, 20 SEPTIC SYSTEM UPGRADE IS REQUIRED.SEPARATE APPLICATION TO S.C.H.D.FOR I!W VERTICALLY IN NON-SHRINK GROUT. OPENED. UNLESS THERE IS AN ATTIC,CRAWL SPACE OR BASEMENT AVA1LASLETHAT COULD PROVIDE ACCESS FOR limited storage b,g 1­4w r�� ~ EMERGENCY ESCAPE&RESCUE OPENING TO BE FULLY INTERCONNECTION WITHOUT THE REMOVAL:OF INTERIOR FINISHES. SYSTEM. . 16.LIFE SAFETY-INSTALLATION OF SMOKE DETECTOR AT BOTTOM OF BASEMENT 0-4 = Z t� a> EXCEPTIONS Habitable attics and attics 7!R310.2.3.1 SHALL BE PERMITTED TO ENCROACH p ON XID ALARMS h fixed stairs 30 AJ801.8 ELECTRICAL-THE PROPOSED 2'"D FLOOR ADDITION CONFORMS TO CHAPTERS STAIRS AND CARBON MONOXIDE DETECTOR IN MECHGANICAL ROOM.SUCH NEW U W � � � THE LADDER OR STEPS REQUIRED B 8315 2015 IRE CARE N M (1 E served with NOT MORETHAN 6 INCITES INTO THE,REQUIRED DIMENSION OF THE WINDOW WELL, 91S 20,16 UCS 33 THRU 42 2020 RCNY. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED AND CA Balconies (exterior)and INTERCONNECTED(OPEN WALL&CEILING CAVITIES). rn : 21�?3 i-ONE FAMILY DWELLINGS 60i CHAPTER 37 BRANCH FEEDERS-THE ARCHITECT HAS SHOWN COMPLIANCE WITH (� Ct1 C) R310.2.3.1 LADDERS&STEPS. , 915.2.3.1.1.T-A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY CONTAINING A SLEEPING AREA, deckle TABLE E3704.2(1)FEEDER LOAD CALCULATION I7. LIFE SAFETY-CONSTRUCTION OF NEW i HR.FIRE RATED SEPARATION BARRIER AT i. to W `D•.••••i WINDOW WELLS WITH A VERTICAL DEPTH GItEATWER THAN 44 INCHES SHALL BE EQUIPPED WITH A WITHIN 15 FEET OF THE SLEEPING AREA,MORE THAN ONE CARBON MONOXIDE ALARM SHALL BE PROVIDED 3 VIA PER SQ.FT.'X 3 a52.2A FT-2=10,356.78 V-A CEILING OVER BOILER;SHALL CONFORM TOE 119 ASTM!UL 305.AND COMPLY W! f PERMANENTLY AFFIXED LADDER Oft STEPS USABLE WITH 7HE WINDOW IN THE FULLY OPEN POSITION.LADDERS WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON SUCH A STORY IS MORE THAN 15 FEET AWAY FROM A, Fire escapes '40 R302.6 2020 RCNY.THROUGH WALL PENETRATIONS SHALL CONFORM TO UL814.FIRE REQUIRED BY THIS SECTION SHALL NOT BE REQ1IRED TO COMPLY WITH SECTION JECT AND R3SS CARBON MONOXIDE ALARM. FAST V A!CIRCUIT X 12 CIRCUITS S-19,0 V-A I OR STEPSREQ Guards and handrails 200h PENETRATION STOPS SHALL CONSIST OF"USG"SHEETROCK BRAND FHtECODE I LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCITES,SHALL PROJECT NOTLESS - -- FASTENED IN PLACE APPLIANCES=19.6 0 V- . COMPOUND 11/2"MIN.THICKNESS. THAN 3 INCHES FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR 915.z 3.1.1.Z-A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY THAT CONTAINS A CARBON Guard in-fill componentsf 50h TOTAL REQUIRED AMPERES SERVICE REQUIRED=48,016.78 V-A Y THE FULL HEIGHT OF THE WINDOWNELL MONOXIDE SOURCE. _ passenger vehicle REQUIRED= S 016.78 V-Al 240 VOLTS/AMP=199.97 AMP:> 18. INST CRESS RATED IN TV RO CO LNG TO R310 - #OF AMPS Q 4 , LIFE SAFETYz- ALL E WINDOW 4; 50 AMPERAGE PROVIDED=200 AMPS>190.97 AMPS OK CONFORMS;THE HOMEOWNER SHALL 2020 RCNY1. , P31031 ROOF j�XTT�MEN garages 19. LIFE SAFETY-REMOVE EXISTING NON EGRESS WINDOW IN BASEMENT;INSTALL . Sat n 2_c REPLACEMENT WINDOW PROVIDE A 200 AMP PANEL DEAD FRONT"NEMA"APPROVED PANi:L. REPLACEMENT WINDOWS INSTALLED YIV BUILDINGS MEETING THE SCOPE OF THIS CODE SHALL BE EXEMPT FROM OPEN VENT PIPESTHAT THROUGH A ROOF SHALL BE A,n0N,�U VER IS�,ER-�RE A ABOVE WE IS Rooms other than NEW EGRESS RATED WINDOW CONFORMING TO R310 2020 RCNY. . THE MAXIMUM SILL HEIGHT REQUIREMENTS OF 310.1,R31Q2.1 AND R310.2.2 PROVIDED THE REPLACEMENT TOREROOF OR 6 INCHES ABOV�USED FOR ASSEMBLY A PROMENADE,OBSERVATION. SNOW DECK OANTICIPATEDR SUNBATHING DECK OR FOR SDVIILAR sleeping rooms 40 CHAPTER 38 ELECTRICAL,WIRING--CONFORMS ' WINDOW MEETS THE FOLLOWING CONDITIONS: 1. THE REPLACEMENT WINDOW D THE MANUFACTURERS LARGEST STANDARD SIZE WINDOW THAT WILL PURPOSES,OPEN VENT PIPES SHALLTERMINATI'NOT I ssTIIAN 7 FEETABavETIIE ROOF . Sleeping rooms 30 CHAPTER 39 RECEPTACLE DISTRIBUTION--CONFORMS 20. LIFE SAFETY-INSTALL NEW WINDOW WELL CONFORMING TO R310.2 2020 RCNY. M FIT WITHIN THE REPLACEMENT WINDOW FRAME OR EXISTING URERSROUGH OPENING.THE REPLACEMENT WINDOW IDS OF Stairs 40c CHAPTER 40 LUMINAIRS-CONFORMS LUMINAIRS SHALL BE:INSTALLED AT ALL AJ6012-LEVEL 1 COMPLIANCE-ALL NEW WORK COMPLIES W/AJ601: V-„i © r-. THE SAME OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR p310�3.2 VWa CLUS 1. INTERIOR FINISHES-COMPLY W!FLAME SPREAD&SMOKE DEVELOPED INDEX ' WHERE THE 97S PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0 DEGREES F OR LESS,VENT EXTENSIONS For st:1 pound per square foot=0.0479 kPa,1 square MEANS OF EGRESS• . GREATER WINDOW OPENING AREA- - . 2. THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. `•THROUGH A ROOF OR WALL SHALL BE NOT i.FaS9 TITAN 3INCHf?S IN DIAMETER'ANY INCREASE IN THE SIZE OF THE inch=645 mm,1 pound=4.45 fs REQUIREMENTS CLASS"A"FLAME SPREAD RA VENT SHALL BE MADE r10T LESS TRAM i FOOT INSIDE THE THERMAL ENVELOPE OF THE BUII.D I- a. aft be capable of R302.6 2020 RCNY/ASTM E119 t -_ ,•, Elevated garage floors shall 2 FIRE RATED CLG AT MECH.ROOM COMPLIES W/ TURFS supporting a 2.000 pound load applied over a 20 3. EGRESS WINDOWS COMPLIES W/R310 2020 RCNY O DOORS 1.7 12E F . S FOR PLUMBING square-inch area. 'TABLE R301.2.1.Z WINDBORNE DEBRt3 PROTECTION 4. WINDOW WELL CONFORMS TO R310.2 2020 RCNY. H R310.3 EMERGENCY ESCAPE&RESCUE D TABLE P320 --.. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE&RESCUE OPENING,IT SHALL BEA p SIZE b. Uninhabitable attics without storage are those FASTENII�TG SCHEDULE FOR WOOD 5TRTJCTURAL PANELS°'b'G a 5. SMOKE DETECTORS COMPLY W/R314 2020 RCNY PERMITTED TO BE A SIDE HINGED DOOR OR A SLIDER.WHERE THE OPENING IS BELOW THE ADJACENT GROUND PLUMBING FIXTURE where the Gear height between joists and rafters is 6. CARBON MONOXIDE DETECTOR COMPLIES W/R315 2020 RGNY ` U O H MINIMUM(INCHES) . not more than 42 inches,or where there are not FASTENER SPACING 7. PRE-FAB FIREPLACE CONFORMS TO UL 127 AND R1004 2020 RCNY. W 1.� 0 ELEVATION,IT SHALL BE PROVIDED W/A BULKHEAD ENCLOSURE• two or more adjacent trusses with web FASTENER TYPE . 8. PREFAB FLUE CONFORMS TO R10T2 2020 RCNY. I"� 1 V? configurations capable of accommodating an PANEL SPAN 4 FEET< 6 FEET - R310.3.1 MINIMUM DOOR OPENING SIZE BATHTUB(WITH OR WITHOUT SHOWERHEAD------- assumed rectangle 42 inches in height by 24 9. LOAD BEARING CONCRETE BLOCK AT GARAGE DOOR INFILL COMPLIES W/ASTM C90 n _ �- THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EMEGENCX ESCAPE&RESCUE AND OR WHIRLPOOL ATTACHMENTS) l,h" inches in width,or greater,within the plane of the <4 FEET PANEL SPAN PANEL SPAN AJ601.3 COMPLIANCE- • r r r. �l I',rr; 3'; OPENING SHALL BE IN ACCORDANCE WITH R310,2,1 BmE,I, 2» trusses.This live load need not be assumed to act «6 FEET </�8 FEET 1. FINISHED CEILIN�HEIGHT 1ST FL GARAGE CONVERSION-CONFORMS fi 8'-0">7'-6"" - t " �:, "-•"'""'---- concurrent! with any other live load requirements. , " , " r'-` ,;,'I -w, • CLOTHES WASHER STANDPIPE ..---.-----1,/2" y NO 8 WOOD SCREW BASED ANCHOR 16 10 8 2. FINISHED CEILING IREIGTH BASEMENT CONFORMS=7-b >7.0 ,-',% ,•. !IN.e. :. . jR310.2 BULI{IIEAD ENCLOSURES DpypSR(ON SEPARATE TRAP) 2„ c. Individual stair treads shall be designed for the BULKHEAD ENCLOSURES SHALL PROVIDE DIRECT ACCESS FROM THE BASEMENT.THE BULKHEAD ENCLOSURE ISHWFLOO DRAIN^-- uniformly distributed live load or a 300 pound W/2 INCH EMBEDMENT LENGTH 3. AJ601.4 NON-CONFORMITY-THE 1ST FLOOR ALTERATION DOES NOT CREATE OR ``r f- SHALL PROVIDE THE MINIMUM NET CLEAR OPENING EQUAL TO THE DOOR IN THE FULLY OPEN POSITION. KITCHEN SINK(ONE OR TWO TRAPS WITH OR .-1,/z„ EXTEND A NON-CONFORMITY. I II E;, i DISHWASHER&FOOD AJ601.5 FLOOD HAZARD AREAS-NIA E,r I� y I . WITHOUTTABLE R301.7 NO. WOOD SCREW BASED ANCHOR 16 22 9 e WASTE DISPOSER b. W/2 INCH EMBEDMENT LENGTH AJ601.6 BUILDING ELEMENTS&MATERIALS- - ' R310.5 DWELLING ADDITIONS; AN EMERGENCY ESCAPE&-RESCUE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ' AJ601.6.1 SEPARATIO14 REQUIRED-YES FIRE SEPARATION AT CLG.OVER BOILER �1'\ 01' ' ::£�Z ` ! WHERE DWELLING ADDITIONS OCCi(JR THAT CONTAIN SLEEPING ROOMS TMENTS - 1'/:" • y INCH LAG SCREW BASED ANCHOR 16 16 16 AJ601.3 EXTENSIVE ALTERATIONS-THE TOTAL AREA OF ALL ALTERATION WORK DOES 1� 'ie ,', ,' - 4-11 - BE IN EACH SLEEPING ROOM.WHERE DWELLING ADDITIONS OCCUR THAT HAVE A s ,", +- ,'' OPENING SHALLLAUNDRY TUB(ONE OR MORE COMPAR ) ALLOWABLE BASEMENT,AN EMERGENCY ESCAPE&RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT• SHOWER(BASED ON-TM TOTAL FLOW RATE 1'HROUGII STRUCTURAL MEMBER DEFLECTION W/2 INCH EMBEDMENT LENGTH ,- NOT EXCEED 50%OF THE AREA OF THE DWELLING.THEREFORE;THE WORK SHALL NOT BE OWERHEADS AND BODYSPRAYS) FORSI i INCH=25A MM i FOOT=304 8 MM 1 POUND=4A48N 1 MH.E PER HOUR=o.447M/S CONSIDERED TO BE A RECONSTRUCTION.THE EXISTING 1ST FLOOR OF THE HOUSE HAS A Rafters having slopes greater than 3:12 with no finished ceiling attached to U180 a. This table is basid on 180 mph ultimate design wind speeds and a 33 foot mean roof height. CERTIFICATE OF OCCUPANCY. R310.6 ALTERATIONS AND NtEPA RS FLOW RATE: 1 1/Z+' AN EMERGENCY ESCAPE&RESCUE OPENING IS NOT REQUIRED WHERE EXISTING BASEMENTS UNDERGO 5.7 GPM AND LESS -- rafters .b. Fasteners shall bi instilled at opposing ends of the wood structural panels.Fasteners shall be located not less AJ601.6.2 WALL&CEILING FINISHES-N/A WORK AREA DOES NOT EXCEED 50%OF - �i ALTERATIONS OR REPAIRS• MORE THAN 5.7 GPM UP TO 12.3 GPM - ~-""' 3 Interior walls and partitions H/180 than 1 inch from the edge of the patoel.� AGREGGATE AREA OF DWELLING. O EXCEPTIONS: MORE THAN 12.3 GPM UP TO 25.8 GPM 4„ c. Anchors shall penetrate through the exterior wall covering with an embedment length of not less than 2 inches AJ601.6.3 GUARDS-YES AT PROPOSED STAIRS TO 2N.D FLOOR ADDITION AND BASEMENT. I � I NEW SLEEPING ROOMS CREATED 01 AN EXISTING B ACCOENT RDANICE WITH R3101..ED MORE THAN 25.8 GPM UP TO 55.6 GPM ------- Floo (Including deck floors) U360 Into the building frame.Fasteners shall be located not less than 2',4 inches from the edge of concrete block or COMPLY W/R311&R312 2020 RCNY. WITH EMERGENCY ESCAPE&RESCUE OPENINGS ,.-.. be ched b rsta t h h_ atta visf ra on res n auC ors avt concrete -,_ _. .. Ceilinos with brittle finishes la stucco.etc) �-� - , i d. Panels attached to mtlsonry or masonry/stucco shall 'ng vi 'ng a . AJ -_ - - ". ' , .,.. t/240 drawal capacity of'not less than 1,500 pounds. FLOOR COMPLYR31ND2 with AJ601.7.1 EXIT DOORS EXIT DOORS FROM THE 1ST FL MPLY W/R311 1& ►7* jR302.11 FIREBLOCKING •••- � S W Calling ,with flexible finishes(nvosum board etclI ­ 1 .. OR TO PROPOSED 2 FL. IN COMBUSTIBLE CONSTRUCTION,,FIRE SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL& . FIGIIRT 307.1 M�ylQU 1 AJ601.7.2 HANDRAILS--CODE COMPLIANT STAIRS FROM 1 FLOOR HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND .• • _ , .. • i . ' . All other structural members . . U240 ADDITION.THE HANDRAIL SHALL COMPLY W/R3112020 RCNY I C 1 , AJ601.7.3 EMERGENCY ESCAPE AND RESCUE OPENINGS-CONFORMS;NEW EGRESS RATED WALL Exteriorwatts-�nrind loads'with piaster or stucco finish M/360 WINDOWS SHALL BE INSTALLED IN EACH BEDROOM AT GROUND FLOOR LEVEL AS WELL AS �-+ �+ BETW EEN TOP STORY&THE ROOF SPACE, FJREBLOCKING SHALL BE PROVIDED IN WOOD FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 15 IN. . • 2"X 4"STUDS AT 16"O.C. CONCEALED SPACES OF STUD WALLS&PARTITIONS INCLUDING FURRED SPACES&PARALLEL Rows _ 0 30 IN. Exterior walls with other brittle finishes �40 'h"CDX PLYWOOD i AT PROPOSED 2ND FLOOR BEDROOMS AS WELL AS IN BASEMENT. W AJ601.8-FIRE&LIFE SAFETY PROTECTION- W 00.4 i. IN c i H/120' AJ601.8.1 SMOKE ALARMS-COMPLIES,ALL SMOKE ALARMS IN 1ST.FL.BEDROOM AND � 00 Z OF STUDS OR STAGGERED STUDS AS FOLLOWS: Exterior walls with fleXble finishes 13 VERTICALLY AT THE CEILING&FLOOR LEVELS. T -: 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 t r PROPOSED 2ND FL.BEDROOMS AS WELL AS AT TOP&BOTTOM OF STAIRS SHALL CONFORM (D 1.2 HORIZONTALLY AT R4TERVALS NOT EXCEEDING 10 FEET Lintels supporting masonry veneer wails 2. AT INTERCONNECTING BETWEEN CONCEALED VERTICAL&HORIZONTAL SPACES SUCH AS OCCUR AT {N. U600 /."PLYWOOD SUB.L TO R3F4.4 2020 RCNY AND SHALL BE INTERCONNECTED AS REQUIRED FOR OPEN WALL& A a/ SOFFITS,DROP CEILINGS AND COVE CEILINGS. MIN. ENGINEERED GIRDER EXTEND GALV.sTRMPING. CEILING CAVITIES. � E"I . 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP&BOTTOM OF THE RUN&ENCLOSED ( I r . -1. . Note:L=span length,H=span tteighG 2-LPI 56 SERIES 16"DEEP ` UP STUD FACE l2"MIN. AJ601.8.1.1.POWER SOURCE-NEW SMOKE ALARMS IN FINISHED AREA SHALL BE HARD '� SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. G AND FLOOR LEVEL,WITH ANla" 21 IN. " ' a.rne wind load shaft be pemidted to be taken as 0.7 times the Component and Ctadding louts for the purpose of the determiningCE 21 IN:'A- - - deflection limits herein. WIRED.q. AT OPENINGS AROUND VENTS,PIPE DUCTS,CABLES&WIRES AT CEILIN b For cantilever members.L shall be taken as twice the length of the cantilever. : CTO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBIJSTiON.THE t r-For aluminum structural members or panels used in roofs or waits of sunroom additions or'aatio covers•not supporting edge of i y"X 20 GA.GALv.STRAPPING AJ601.8.1.2 INTERCONNECTION-NEW SMOKE ALARMS SHALL BE INTERCONNECTED. . APPROVED MATERIAL . SPACE SHALL NOT BE REQUIRED TO MEET THE ASTlr1 E136 glass or sandwich panels.the total load deflection shall not exceed L/6o.For continuous aliminum structural members supporting NAILING:SHALL CONFORM MATERIAL FILLING THIS ANNULAR Cj F„AAANCE iN edge of glass,the total toad deflection shall not exceed U176 for each glass life or V60 forthe entire length of the member, TO TABLE 3.5 SHEET 85 AJ601.8.2 CARBON MONOXIDE ALARMS-COMPLIES,NEW CARBON MONOXIDE ALARMS AT G r 1 MEETS. . • 24 IN, vdwmvar is more stringent For sandwich panels used m roofs or walls of swtroom additions or patio covers.the total load 4 t UPPER&LOWER LEVELS SHALL BE HARD WIRED AS FOR NEW CONSTRUCTION/OP WALL! � FFj- REQUIRE OF ORENIN.o 5. FOR THE FIREBLOCKING OF CHIMNEYS&FAiEpLACES IN CONFORMANCE WITH E LINE 19 FRQN•I' deflection shah not exceed Uith i . • --•-- d.Deflection for exterior walls with interior gypsum board finish ahaA be limited to an allowabf3 deflection of HM80. G OF CORPfICES OF A TWO FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING e.Refer to Section R703.7.2. COMPLIES,CARBON MONOXIDE CEILINGS.1 WITHIN 10 FEET OF EACH BEDROOM �l � 6. FIREDLOCKM t;7LEARANC SHOWER - , OXIDE ALARMS 1 EpARATION. FIGURE 307.1 MC MM FI�TURE •.Gr- w. - _�_.__� _- _ _....__ . AJ601.8.2.2 POWER SUPPLY&INTERCONNECTION S C 2 ;/ a s,,.l -� SHALL BE INTERCONNECTED AND HARD WIRED. N O . UNIT s able R4o2 2 • WATER:CLOSET, T JOIST HANGER AJ601.8.3 AUTOMATIC SPRINKLER SYSTEM-N/A-NO 3RD STORY. .. . . . . . ' :•' tt •::OR-13Iiw Minimum Specified Compressive Strength of Concrete AT SUPPORTING . SIMPSON#LU210 Mn.11.1 FIItEBLOCKING 'AT-,_EIS . ...... __. . . ...... WALL _._ .. _ SOLm s;toc EPT AS PRO ED IN R342•ii ItTEM 4,FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS: WALi.. is IN. ;t, AJ60i.9 STRUCTURAL- O Z Exc s is IN: Type or location of concrete construction Minimum Specified Compressive Strength(nj . t A,J601.9.1 INCREASED LOADS-YES,ADDITIONAL 2ND FLOOR LOAD.REINFORCE EXISTING 1ST �-t OMINAL LUMBER. i. 'q� . ..__. Weathering Potential �t Z. 9CW0 THICKNESSES OF i BVCH NOMINAL LUMBER��PELS /O BACKED BY 23/32 INCH WOOD 1'/."X 20 GA.cALV.STRAPPING FLOOR EXTERIOR WALLS W/SHEARWALL HOLD DOWNS. w ooD STRUCT Negligible Moderate Severe NAu.INc SHALL(:oNFORM, AJ601.9.2 REDUCTION OF STRENGTH-N/A-NO REDUCTION OF STRENGTH OF STRUCTURAL A O U 3• ONE THICKNESS OF 23132 INCH W I . STRUCTURAL PANELS. TO TABLE 3.5 SHEET#S ELEMENTS. W E 4 A 4. STRUCTURAL PANELS.IN PARTICLEBOARD Wl JOINTS BACKED BY'/.INCH PARTICLEBOARD• Basement walls,foundations and other concrete not 2,500 2,500 2,SOOc �.�' ; AJ601.9.3-NEW STRUCTURAL MEMBERS-YES,THERE ARE NEW STRUCTURAL MEMBERS Q9 t� ;1* 5. ONE HALF INCH GYPSUM BOARD. . TUB exposed to the weather .EXTEND GALV si'RfPPIi�{G',' (WOOD I-JOISTS)BEING ADDED AFTER REMOVAL OF ROOF STRUCTURE. E"'I 1. 6. ONE QUARTER INCH CEMENT BASED MILLBOARD Basement slabs and interior slabs on grade,except 2,500 2,500 2,SOOt " . 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED UP STUD FACE 12 MIN. AJ601.10 MECHANICAL-NEW HEAT PUMP INSTALLED IN. MANUAL S/J CALCULATIONS , IN PLACE. garage floor slabs ' � I IN SUCH A MANNER AS',[O BE SECURELY RETAINED21.IN. 21 IN. g FURNISHED BY OTHERS. 9 E"I 8. CELLULOSE INS INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL263 FOR THE (iLEAI IPICE CLEARANCE Basement walls,foundation walls,exterior walls'and 2,500 3,000a 3,OOOc a O AJ60].10.1 RECONFIGURED SPACES-YES,AT LOWER LEVEL-SUNROOM CONVERSION TO a '4 =WALL MASTER BEDROOM AS WELL AS REMOVING EXISTING INTERIOR WALLS AT 1ST FLOOR. SPECIFIC APPLICATION. . . i other vertical concrete work exposed to the weather Porches,carports slabs and steps exposed to the 2,500 3,000def 3,SOOaef `CANTILEVER AT REAR BA,LCONEY AJ601.11 PLUMBING . R302.ii.l.i BAITS OR BLAS�tKETS OF MINERAi•OR GLASS FIBER I - - _ __ - UMBIN AFTERS 25 BAATIS OR BLANKETS OF MINER 4L OR GLASS FIBER OR OTHER APPROVED NON RIGID MATERIATS SHALL.BE B ; Weather,and garage f(OOr Siab _ t G FIXT- URES SHALL CONFO O R307 2020 RCNY. HORIZONTAL FIREBLOCKIIVG IN WALLS CONSTRUCTED USING .' .. . INCREASED DEMAND ALL PLUMBING WORK SHALL COMPLY W/CH • �• � For SI:1 pound per square inch=6.895 -- - - -1- _____�____ THRU 33 AND THE PL pERnlrrlcl�D FOR COMPLIANCE��+ITHTIIE IO FOOT H DRYWELL CALCULATIONS T PARALLEL ROWS OF STUDS OR STAGGERED STUDS. - a.Strength at 28 days psi. AJ601.12 ELECTRICAL b.See Table R301,2(1)for weathering potential. AREA OF ROOF AJ601.12.1 INCREASED LOADS-THE 1ST&2ND.FL.ADDITIONS INCREASE THE LOAD OF THE . .1 c.Concrete in these locations that is subject to freezing and thawing during construction shall be air-entrained concrete in ELECTRICAL SYSTEM AND ALL ELECTRICAL WORK COMPLIES W/CHAPTERS 34 THRU 43. ' ' •• accordance with footnoted. HOUSE =1,922 FT.2 � AJ601.12.2 ELECTRICAL SERVICE-COMPLIES.THE EXISTING HOUSE CONSISTS OF A 200 AMP R302.ii.1.2 UNFACED IBEIItGLASS WA R CLOBEfS` ..'". WAtl' . . y p WRAP AROUND PORCH=1,573.74 FT.2 \ SERVICE W/A"NEMA"APPROVED DEAD FRONT PANEL. d.Concrete shall be air-entrained.Total air content(percent b volume of concrete)shal be not less than 5 percent or more UNFACED FIBERGLASS BATT INSULXF1UJ ids FWBLOC KING SHALLD V R E!HE ENTIRE R SPIPINGTCONDUIT than 7 percent. TOTAL SQ. FOOTAGE ROOF=3,495.74 FT.2 0 ARC / • CAVITY TO A HEIGHT OF NO E RTICA D TIGHTLY AROUND THE AJ601.12.2.1 CLEARANCE-COMPLIES W/SECTION E3405. T THE WALL iJMBING NOTES: e.See Section R402.2 for maximum cementitious materials content. AJ601.12.3 GROUND FAULT AND ARC FAULT CIRCUIT INTERRUPTER PROTECTION- �9 F,p ORS SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL B GR�T IM f.For garage floors with asleet-troweled finish,reduction of the total air content(percent by volume of concrete)to not less BASED ON 2"RAINFALL CRITERIA, 100% RUNOFF OBSTRUCTION. than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. 3,495.74 FT.2 X 100% X 2.5"/12=728.28 CU.FT. DRAINAGE REQD. COMPLYING W/E3902 2020 RCNY AT NEW BATHROOMS/KITCHEN COUNTER(WET 1. USE LEAD FREE SOLDER - - __-. -.._.. ._.._ . .__.. .. _.-_. .. .. . . . . CATIONS) � � :�-� - ' �� --` DRAINAGE PROVIDED J601.12.4 ADDITIONAL ELECTRICAL REQUIREMENTS-N/A j a02.11.1.3 LOOS1L.�3ULATION M TERlAL 2 ALL HOT&COLD WATER LINES SHALL B9%"DIA."PEX"•TUBING �> > » ;• I,OpT SE FiLL INSULATION MATERIAL SHALT.NOT BE USED'AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE ARC�TECTS ENERGY CERTIFICATION TYP.8 -o DIA.X 4 -0 DEEP DRAINAGE RING= 171.5 CU.FT. A 601.i 2.4.2 KITCHEN&LAUNDRY AREAS-YES NEW LAUNDRY ROOM iST.FL. -' -� 728.28 CU.FT./171.5=4.24 POOLS REQD. A1[601.12.4.3 BATHROOMS,HALLWAYS,STAIRWAYS ATTACHED AND DETACHED GARAGES *.. _ 0% 17 1. 3. .-ALL PLUMBING WOE SHALL CONFORM TO THE NEW PORK . TO I=ARCHITECTS KNOWLEDGE,INFORMATION AND BELIEF,..' MPLIES-THERE IS AT LEAST 1 LIGHTING OUTLET IN ALL BATHROOMS,IN THE � FORM AND MANNER INTENDEDINPLA FOR USE TO RETARD I DEMONSTRATE STATE PLUMBING CODE. ITS ABILITY TO REMAIN IN PI AuCE AND TO RETARD THE SPREAD OF FIRE&HOT GASES. USE 5)8'-0"DIA.X 4'-O"DEEP DRYWELLS FOR DRAINAGE -9 T N� �.' ALL CLEANOUTS SHALL CONFORM TO 7M NEW YORK STATE • THESE DRAWINGS CONFORM TO THE (2020 NYS ECCQ 2020 NEW LLWAY OUTSIDE THE BATHROOM, UPPER&LOWER LEVEL STAIRWAYS LEADING TO AN E R34211.2 FMEBLOCKING 11VTEGRITY _, PLUMBING CODE. _�CARLSON PRECAST OR EQUAL - EXIT AS WELL AS EXIT TO OUTSIDE. -- THE 11VTEGRITY OF FIREBLOCKING SHALL BE MAINTAINED __ -. _.. :- _ CONFORMS ... YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE •• � _ r:.:..�„ FT >728 28 CU FT OK • - �• �-••- • -' -.__.._.. • .. - _ ..... 5 X 1715 857 5 CU _..._... 1 OF 10 . . . . .._ __.. ..... ..........._..._.---•----.__.-......_---..._. _ ....- . ..__.-,.-_ . . - ._-....__...»..rr--»...-.._-.-.»_.-..-.................»_.r..-�»...�.. r...:-.r_•..-.r .-....... _ ... .. ..r..rr.w.wra H•.r.nw r e....-.._..-......-.. .s...v-.e..ten.. i.... I. .. h • .r..�. '•......_..-..-_...-__»+.,4iW.ciN,wwr..•n.r....-.....-.•............. .._.._..ru......._............-..._.�.. ..... _-........__..-. • ��nr..�•--11�_ .. _. ... .. .. , J , ____ t RIDGE HGT.-- 30'4" 4. NOTE: : M ICE& WATER SHIELD MEMBRANE INSTALLED 'LINES AL RAKE,RIDGE, I SOFFIT ROOF • AS PER R905.1.2 2015 IRC EXTEND ICE&WATER SHIELD MEMBRANE 12i12 24"IN FROM INTERIOR WALL LINE ? i 0 12/12 ' °1pNl� M J I f TOP ob .VM r 03 # I NEW REAR M N 0i��i/ - / - = _ m i FIN.2xD.FL. . . . .�. -. NEY w t- / _ o/ J � t_ ..-.. EW REAR ...- .. t --� ONEY O :BALC 1 �. `-�- ... ...;.... � ' ,TOP w •:,. :•#k ,uon=..:zear.-,..aa.-mm�•s anrvw... x,.;.;,:. k`-sr•.,,.:......-.. _..... '' _,_—__- .. ,. , 20 co 2 � to _to_— 23-- cam• ,�•- � � , .' �...........r-.-... ..�,"'"—..' --. all -- ^� 26 PD Rol -6Z (10 \\\ sz w 91;m \ PORCH FRONT &REAR COVERED PO L g£fx� of � SHALL BE FLUSH WITH FIN. 1ST .FL.. 2 LEFT SIDE OF HOUSE w �' H �A= ; +.. TOP i © w 1 a rig o \\ ❑o i� s.a c �:,I. . _ .. ......- . ... .. REMOVE EXISTING DOOR/ FORM NEW WINDOW WELLC032 + to \ I SEE FOUNDATION PLAN 4 - i j . WINDOWS .AND WALL \ I " SHEET#3 ,- FRAME NEW WALL FLUSH � 3 y m � \ � INSTALti NEW WINDOW 2 ack 4ERS > r \ Pt.A : t{ ' 5024"DM 3'-0' <m' z� m \ N I . UL LISTED ASSEM$L'V`. �:.:•..: 7.; ; BELOW GRADE fi \ r" CONFORMING TO: i C) ° m $5 E'£ •o v O v c R1004 202WRM .� C f a m - `" o \ A Z r LISTED ...,.� CONFORMS TO TABLE tjI HEARTH SHALL BE L "`"�' � R507.3.1 2020 RCNY '�"� RONT &REAR COVER PORC I � �,G z EXISTING SUNROOM FRAME TO REMAIN- ED LABELED IN CONFORMANCE I I N rn a SHALL BE FLUSH WITH >' ! Y~ i o REMOVE EXISTING WINDOWS INSTALL W/`UL1618 I REAR ELEVATION• p x Y D NEW THERMALLY'EFFICIENT HEARTH DIMENSIONS SHALL I F LEFT SIDE OF HOUSE. °, w /- \ E.zz \ rn N �.- '.. ." y DUAL-PANE WINDOWS - COMPLY W/ R1001.10 2020 RCNY ._ ` ' '* SEE-WINDOW SCHEDULE DEPTH OF HEARTH SHALL NOT .,, - q a BE LESS THAN 20"IN FRONT MOVIE EXISTING WINDOWS " REMOVE EXISTING WINDOWS x it = » V NEW REAR SCALE: /4 1 -0 o E"+ AND'EXTEND NOT'LESS"THAN FRAME k� r OPENING FRAME NEW OPENING � PORCI�"�` y o„� $N NEW FRONT FI ,....... .._. .. W O —_— 12"PAST THE,SIDES I ALL W SLID INSTALL NEW SLIDING '- QUARE OFF m PORCH `'T=- -'QF NE 1 f „ 2-LPI5616"DEEP ❑�� '£IIT;OPENING' GLASS NST ING T - --- GLA$� DOORS 1 -8 DOORS ENTRANCE ' 21.6' � N I 15.3 - -------- -- - Z-LPI 56 SERIES 16"DEEP -.. .. . _.. ._ a w ��r+' f FRONT w w r,, fit'am A s z I , OPOSEO --- _U i EQ• I'+Q• _. f p V1 ++ to -+ 2ND STORYPORCH - �,o w FRONT &REAR COVERED ---__ - s WO ..........._.. . $ 'i WITH _,...::.... - _:.u. HALL BE FLUSH z f o -'•`- - - - , z E OF HOUS _...._...�.._ .._. .-_ 4'-4 _Q '' ► N .�T z W ,a w LEFT SIDE E 4,.Off f » 3 .:i0 } w o0 '1 � A' Wit - I Ln _ _ _. SHEARWALL SEGMENT L NEW 3 /: DIA. LALLY CO _ -- *� INSTAL A a off, - - HUED OWN ANCHORS 's gg I LY - - - _ ? B T DIRECT _._ ._., _. . - - - _ d - C,� s FRONT v &REAR CORNERS.. POST __..- _....-_._., ....v.,......,. 2-2"> 10, _ �fl f, 2 2"X 10„`liD +•a W C,� R NEW F FRONT r :.:..,...,....._, ......»,:. -,.:.::: :• , ,fir� _ - ._.. __�I!1_-.HDR. . . . ...-.,.,, i -::�'.:.:: r � I 28 . ........:.... :: ::•.-::_� .. . - - - i W _._ .M...,.M,_�� SIMPSON #NDU4-SDS2.5 - � a INTO 24"DIA.P.C. SONOTUBE PIER BELOW ,•+ REMOVE EXISTING"DOUR! ' - PORCH w B 1 1: ! a 9 w WINDOWS AND WALL Q I C C o FRAME NEW WALL SLUSH Y`d w OS7' POST 4 t1 IiVSTALL NEW WINDOW I 2-2"X IO"HDR C? D c � TIP o" IS 2 �. . 1,0 HDR ;� 1 1 ,...^" a 2,-0» » { �! C7 I T7 ¢ti2 N �/ w a -. t _ , _ :,.. _ .. :.._., ,.. ._ D � 15 -6 W `' C p { �w / _� �'-- -�--jP t` FORME SUNROOM REMOVE FfiXISTING STAIRS �'•: 3. I ' " ` 7 -0 `� \ > ip TO RASI+.MEN7t`CLOSE UP OPENING . r ►a D i Cn a i ! NEW MAS R BEDROOM , W I- o / FINISHgS: .O MATCH _... _....... > C ....._ , ?� ?o o y, N y O o =�' .• 2„ „rSTS: 6" FORMER�KITCHEP+i °� C a•— ..... �` e-CD CM. X 8 ,�L.J AT-1 - z >,s �'`' t NEW GREAT ROOM � �V G h IH " \ - '� a 266 • !. ;PLI°VI(( 4D SUBFLOOR r t a d NEW t�� Z x �e yam. FACING. 2 4 9 _ .. I ; �. + FINISHER VOOD 'F1.QORING !` I. 3 G7 4 at BED Q 2 C ^ W pq M rn W DOUBL> UP FLOOR FRAMIN i - ~OPEN TO ABOVE' `T a W �s - ER DOGHOUSE a SD w fo _ C w p, w o f Q D RMERS ABOVE �.} A . O co W A SD O> ! '3 v�i.;.. -..•...,.A DO LE UP FLOOR FRAMIN `. l •S . °� a: �-m- '_ (` ► r" w x SD `D DORMERS ABOVE�, �Uu - ",� "d `° ►� a n N UNDER DOGHOUSE p� � —4"''e av ` �S _`" � T N•. o' C d t py at U W w `w C ---— ------- ever " a S a W w �. LIVINGROOM ' oo N a ^ Al otoCJ. �./ w�� _ a W W ty O Q U i �S --i _;,,,..., DINING ROOM' M K w W I!1 V ��y MNEW w N , I LINE OF LOFT ABOVE G7• `""C 2458 A ''.K MA ER BAH "t w —. --~ ---•--••- _` r W' a ;� ,j ., 2-LP15616"DEEP W W: �Y "�D 5068 E F NEW 4 1, f - A xx ooM C? `� �+ 2-2 X 6"HDR - 3 ' .. BAT NEW STAIRS10' r4 E-+ ram• o ' CONFORM TO R311.7.5.1 �. ; d 4 $ o a . `� �� . >, _ 2020 RCNY STRAIGHT RUN Y U ^ wr.. o PLOT PLAN ZONE. " R 4� RESIDENTIAL "Y: - OAK TREADS PINE BOX c _ x N ± A " .....-. 1 . RISERS AT S f C w; - , � 1S RISE �`�'''� ` G 4 NEW ADS AT 9" } SCALE: 1":=30' 4 00 12 0 4 WIC NEW* INSTALL NEW 3'/Z"DIA. LALLY COL I 7'-C" `�••� ; POST DIRECTLY M H r PANTRY oo ' EXISTING SQ,FFOTAGE 1'r FLOOR= 1,922.2b FT.2 AT FRONT &REAR CORNERS, C rA SQUARE OFF / ( C. e � 110 7'-O�� ONTO 24"DIA.P.C. SONOTUBE PIER BELOW �) � FRONT NTRANCE I PROPOSED SQ.FOOTAGE FRONT 1ST.FL. ADDITION- 19.4'X S'_��7 FT:2 �'� - - - -`' ----- - _ �� 16 x: aLA.all _ w - 2-2"X 6"HDR , PROPOSED SQ.FOOTAGE REAR 1ST FL.ADDITION 19.51 X 31=58.5 FT-2 OH 2 2..X 6 HDR. +5.8'X 2'= 11.6 FT.2 FRONT &REAR COVERED PORCH c� 0 F . C 70.1 FT.2 SHALL BE FLUSH WITH - -- _ _ � NEW PROPOSED SQ.FOOTAGE WRAP AROUND PORCH=1,426.74 FT.2 0 _ - - - -- - - C LEFT SIDE OF HOUSE — _ . - __. ER VENT SHALL CONFO DRY RNl ' A.T80L4 2020 RCS d -C .Gs E 2-2"x 6"HDR. G G ' ` TO RM1502 2020 RCNY = A-M ( E •-+ SIiEAI2V4 ALL SEGMENT ND ON =1865 FT.2 __ _..::--: ::.. -. HOLD DOWN ANCHORS 1 . FOOTAGE 2 FL.ADDITION ECKISTEPS. O.GRADE _ PROPOSEI S 1 INCREASED LOADS _..._�.....�.. _.. ..._ _.... `` : , _ �D �! EW KITCHEN. 10'-5" 9'-0" - 4= SIM #HDU4 THERE ARE ADDITIONAL LOADS BEING ADDED TO JOISTS UNDER PARALLEL BEARING WAL - ;� -•N-�.� •� <� S UARE OFF - --- ----- �.... PsoN -sDs2.s ,��R �Cy Q ---- —�- _- s1' ABOVE SHALL COMPLY W/R502A 2020 THE EXISTING 1 .FL.AND FOUNDATION STRUCTURE, ••--- • . --•--.-.-----. FRONT ENTRANCE =3'-11"X 11'-8"=45.51 FT.2 ;- r--ti _ H DOUBLE UP FLOOR JOISTS UNDER �� o .. ... � 19 -5 INSTALL SHEARWALL SEGMENT TO WITHSTAND THE .. . ,.__._.--..-__ _..-•.__._.....__ PARALLEL PARTITIONS 11'-8" ' `.ATERAL LOADING CAUSED BY WIND,SNOW, 1VE&DEAD LOADS I _ • • + CONTINUOUS 2 2 X 12 HDR • t 0 qrF pc Nay GABLE ROOF OVER ENTRANCE ..._._. -.. _•-._. -...,..... . 2OF10 "l� SiAMhi+ Ss �f 8'6Ae: S Skf+.71 � _ ' .,«+www4„Nawe�• .. • .,,,,,, _ - .. .. -, .... ... .. - .. ..,. .. .. - .... .. .. Aba .- vrra G +a..rHY`5 ,; i - - .,...-.. .. sae4. ,u»:-a,. + aw,«lr.,+w. +cx»w.k.w „nF, S i :t r t» •;""' RIDGE HGT.--30'-0" PLUMBING NOTES: 4"PENT THRU ROOF wi FLAsWNG 1. USE LEAD FREE SOLDIER 2. ALL HOT&COLD WATERLINES SHALL BE DIA."PEX"TUBING , 3. ALL PLUMBING WORD SHALL CONFORM TO THE NEW PORK STATE PLUMBING CODE. ANOUTS SHALL CONFORM TO THE NEW YORK STATE 6/12 ..-..�- » Z» 4. ALL CLE 6/12 PLUMBING CODE. - 6/12 2"V 2"1 PLUMBING RISER 0][AGRATYI NTS .2"'�i , '--- WC VAN BATHTUB �' I S 27 FRONT &REAR COVERED PORCH - -- ,� ,� U - , WITH ...._.. ..,._.. .... . . ._ 2 r- t 1_\� SHALL BE FLUSH is iCd 1 y"( 1 Y:"I LEFT SIDE OF HOUSE I it i r KITCHEN -- -- 1 2"V; 2 I { 2"V, 2-1 SINK WASHING' MACHINE I VA , j 1 II j - o �-' �"'� V ^ l�` •iN+ WC.' VAN WC/ N i + p LJ x Z BATHTUB BATHTUB r ;' I � CI-4 H r�-- -SHOWER}. Li ' i 4 i 7 - -- ( r, } { ' NEW REVERSE GABLE SONTOTUBE PIERS ' ! ' .ROOF OVER ENTRANCE. ! 24"DIA.X V-0" BELOW GRADE .... ..... L.TS19 TZ T TO EXISTING CONNECT CONFORMS TC!TABLE Application APPROVED SEPTIC SYSTEM RSo7.3.1 2020 RCNY NEW 2"X 8"DECK JSTS AT 16"O.C. - y CON FORNI5 TO TABLE R507,6 2020 RCNY 26'-6'SHEATHING HOLD 1 4-1 C r-i HOLD MD1DEVICE SIMPSON#LTSI9:TZ ' CRAWL SPACE408.2 2020 RCNY MIA.7,50 LB.CAPACITY FOUND. TION PLAN ,_6» SIDING 1 FT-2 PER 150 H l'.2 OF UNDER FLOOR,AREA AT 4 LOCATIONS.EVENLY DISTRIBUTED } 8f_6» AREA OF CRAWL SPACE'-20'X 27'-3'-564 FT:2 ALONG DECK AND(I)WITHIN 2'OF ` # AREA OF VENTING REQD.=564/150=3.64 FT-2 EACH END OF THE LEDGER IN.FULL SCALE: '�4" �"� A ; O JUS JOIST HANGER VENTING PROVIDED=(3)12"X 16" COMPLIANCE WITH FIG 7 it =576 FT.2>364 17.2 OK -- '' - - - --- NEW CRAWL SPACE a -- --- -- ---- NEW=+CRAWL SPACE _.._._. 2"RAT SLAB OVER 6 MIL:POLYETHYLENE � 04 V 2"RAT SLAB' ER 6 MIL POLYETHYLENE , VAPOR BARRIO LAPPED &TAPEED AT EDGES VAPOR BARRIER LAPPED&TAPEED AT EDGES I �' <._._.. - _.... ............. I1 -$ _ g 4" TIE NEW FOOTING/FO ATION TO EXISTING FOOTINGIFOk$VDATION f> %ROLD DOWN DEVICE-MIN 750#CAPACITY 8" AT(4)LOCATIONS,EVENLY DISTRIBUTED 1'-6"' 1f-41f 17f_2» USE#5 REBAR AT 12 0. .' ERTICALL R408.4 2020 RCNY. Sid a View ALONG DECK AND{1)WITHIN 2`OF EACH - - IN NON-SHRINK GOUT _. WINDOW WELL s °1 ram..-V raw - -- - , l-6• � END OF THE LEDGER. EAR COVERED PORCH ACCESS - 8» CONFORM TO r °, Based on to FRONT &R R408.2 VENT R310.2 2020 RCNY Figure R507.2.3{2} „DIAMETER LAG SHALL BE FLUSH WITH -` - �� FULLY THREADED 3/8 D 2020 RCNY R408A 2020 RCNY 6'-9"X 5'-6"=37.12 FT.2 SCREW PREDRiLLED WITH MINIMUM 3" LEFT SIDE OF HOUSE 12"X 16"=192 IN.2 ACCESS r LVL H ---- -- - '- ,I r LINE OF FLOOR ABOVE y 9 FT.2 OK ! i • PENETRATION TO CENTER OF TOP PLATE. 2-1 ... . STUD OR READER. } --- . ,j i EGRESS WINDOW ^' c ` _,. O v. t1 R408.4 2020 RCNY t INSTALL NEW 24"DIA.P.C. SONOTUB i CASEMENT#CXW14S - - -- c+1 ;a PIER AT REAR CORNEWOF FORMER ? '- " ff_ REMOVE EXISTING CONCRETE 2 1115/16 W X 4 413/16 H ACCESS NEW CRAWL SPACE SUNROOM FOR DIRECT LOAD SUPPORT " 7f"0» �� ►s� r; ; i BLOCK DUTCH WALL rasLERsors OF NEW 3 /. DIA: STLrLALLV COL.ABOY,ii::' OHCK JOISTSPANS FOR COMMON LUMBER 81"woS'01;-In,) arAcn+aoForaumsrswslinocArm+tvetr a►Ac,noo�oe�c ! cr J. i SHEARWALL SEGMENT sPaclas• saE t ` l I HOLD DOWN ANCHORS-• C ~ f2 +e 2a u u :d I'XISTING, 1 i EXISTING 2"X 8"FL.JSTS.AT 16"O.C. 2 x 6 9-11 •o 7.7 �$ 6's r ` SIMPSON#HDU4-SDS2.5 2 x s 13•I i t-to 9•s Rat tat 9� CRAWL SPAN ; a SD N OSouthern ine 14.6 t 11•S '� � �+ o x p 2 x l0 I6 3 i4 1 i-S _ t8-0 16.6 pro N 00 _ . 27 12 18-0 16b 136 9.4 7.2 6.3 6.3 6.3 ^ N . NEW CI:AWL SPACE :7 F t)auglas Itt•lurh'. 2 x 8 12 6 11-1 •1 9 S 9 S 9 _---� " . ...-- ' INSTALL 1 LAYER b MIL POLYETHYLENE ,, r spttm•pine•fir' 2 x,2 18-0 i3.9 I2-to ts-0 tx9 12•ia a - VA R BARRIER LAPPED AND TAPED AT EDGES ; EXISTING BASEMENT 'O w A __ ! NOT HEATED I . rA O 2 x 6 d•10 8 0 7-0 0 8 t-•I T Retluaatl,. 2 x 8 11$ 10 7 8$ 8d 8.6 ' 8 6 j N �o E-i ' -.t acsrcm txdus. U (�' ! `1 �,. NOT FINISHED „�3 Uu: x 20 !4•il 13•0 1a7 12.3 12-3 107 - C a Z o ` _ NOT HABITABLE O EXISTING (�. V 00 o �1��' + t7• tS•t 12 s t65 is-t t -s o a F 7 -0 CLG. HGT.SLAB TO BTM.JSTS. CRAWL SPACE t. ForSLlIndsa:3ittmtItouta30+.8MMtpwUpetRuamrootaa%7916'a•ipottudwOASEs. S .-^ � ( �. � ' W u sttvlcc sitar 0 rl O i O N ,,xu.2 ZMAIC ith O VENT BOILER _, hC+oondwmrlmdlif-etaW-40Mr.dcsdWJ ioptt.UAc360. � � O r_GM"49owlw4.Iilt14A 40FL"1-da1OpsrUA�+360amaiusPMU4rt80ueaatikceruiutaT�pamOPaiaftwdapplicdtoaer. Q ^ O FF ii �: W ! DIRECTLY INTO NEW d tactudeiutcblasfietor. N 11 '1 U oo __..��.. ...___. �. ... .. . -_-- j FIIZEPLACE CHIMNEY . di r1 a�oshemstwcies+idtnaincl+sasr+c+o :t I py INSTALL NEW 24 DIA. P.C.SONOTUBE ! ` r.rtl,.ra�aa��Itz« tt� o<,l>c;o�tanprmiaaa N R402,2.7 FLOOR INSULATION SHALL BE INSTALLED " PIER AT FRONT CORNER OF FORMER ' •. • � & MAINTAINED IN TIGHT CONTACT WITH PLYWOOD SUNROOM FOR DIRECT LOAD SUPPORT ! - - - -~ SUBFLOQR ABOVE TYE.AT ALL FLOORS '�j ►�{ OF NEW 3%1'DIA. STL.LALLY COL. ABOVE j �? j ) SHEARWALL SEGMENT HOLD DOWN ANCHORS O TABLE R607.6 ' - --- or DECK I3EAlA svAt+LENGTIIS` (n-m.r I EXISTING BASEMEINT '" SIMPSON#HDU4-SDS2.5 -" OECKJOt81t SPAN 1£S87MANOREOUALSO: f CM � O m�c�s• sal, !+Dell \p EXISTING SONOTUBE PIERS!FLOOR STRUCTURE � 's ' `� NOT HEATED e a to 12 fr 16 to o TO REMAIN INSTALL NEW ENCLOSING ® -- NOT FINISHED 2-2 x 6 6.11 s-11 4-so a 6 . 4.3 4-o i .-+. FOUNDATION 8"X$"X 16"CONCRETE BLOCK I NOT HABITABLE ,., � 7'-0" F +1 AL WOOD MEMBERS WITHIN 8 OF SOIL. 2_±K tt 8.9 7-7 64 6.2 s•9 s•4 S•o ON 8"X 16"P.C.FOOTING 3'-0"BELOW GRADE. � OR IN DIRECT CONTACT W/CONCRETE a 2-2 x t0 104 9.0 8-0 74 6-9 64 6-0 i SHALL BE PRESSURE TREATED IN w N � TIE NEW FOOTING/FOUNDATION TO �..� =+z is" i2-2 cat 9•s 8.7 s-0 7.6 7-0 R408.2 VENT i N EXISTING FOOTING/FOUNDATION o d Suudtern pine 3 2 x 6 8.2 7•S 6 8 6 i 3 8 S-3 S-0 /'-" - -`-- - - 2020 RCNY 9 CONFORMANCE W/R317&R404.1.6 2020 RCNY oo U 8 to-to 9fi a•b 7.9 7.2 6.8 6.4 12"X 16"=192 INZ ' ' � � d SE#5 REBAR AT 12"O.C.VERTICALLY ^ �1 N O IN NON-SHRINK GROUT �-' �6 CT 3-2 x 10 13-0 11-3 . 10-0 9.2 8-6 7-11 7.6 r = � a 0-4 1-2x12 IS-3 i3-3 It•10 10-9 10.0 4.4 8•t0 NEW � 3x6or2-2x6 5.5 4.8 4-2 3-10 3.6 3'I- 29 - _ • CRAWL SPACE � - --- 3 x Hord-2 x 8 6-10 5.11 s••1 4.10 4.6 4.1 3.8 -- _ -- ' NEW DECK JOISTS - ---- - 2"RAT SLAB -- --_- -.... ..--.__-- w. _ -- - 8"P.C.FOUNDATION P.C. ' 3 x 1oor2-2 x to s s 7-3 6.6 s-11 s•6 s-1 4 a FRONT &REAR COVERED PORCH 2"X$"AT 12"O.C. ( -- - - r 3 x 1:ore-2 x t2 9•g s s •7 6 6,o ti-s s•1► s•7 _- WALL FOOTING - SIIALL BE FLUSH WITH CON_FORMS TO TABLE i 1, 4ff 1'-0'f Douglas8r-Imch' 4X6 6•5 S6 4-11 4.6 4.2 3•I1 3.8 R507.6 2020 RCNY r hem-fie. p;t><•Irtr, o x8 s•s 7.3 6.6 s•n 5•6 5•2 4.10 LEFT SIDE OF HOUSE -- --,- -- - - 1 ' JC�M'Ond, -- - _ 4 x IO 9-11 &7 74 7-0 6.6 6.1 s-8 19'-5" w•cacm cedars, NE3 j.§ON,,jUBE I'I RS �,p ARC porAtrosapima: 4xt2 f1=5 911. 8•!0 8•t ?•6 7.0 67 11 -$ t i . i . f » C'ONTOIiM TO'i'ABLIL R507.3.12020 RCN •`•., rcd ptner 3_2 x 6 7� b-8 6.0 s•6 s-t 4-9 4.6 ,'.NEW DECK GIRDER �' R NEW CRAWL SPACE ' " " GROUND S1vQW LOAD�40 LBS./FT.2 - SONOTUBE PIERS 3-2x8 9.8 8.6 7-7 64,1 6•5 6.0 5-8 3-2 X 12 CONFORMS TO r TIE NEW FOOTING/FOUNDATION 2"RAT SLAB OVER 6 MIL POLYETHYLENE " f " a o ,� � 3-� 120 10-5 8.6 7.10 7-i 6i! TABLE RS07.5 2020 RCNX TRIBUTARY AREA=?1-3'X 10'=93 FT.2 USE 100 FT.2 24 DIA.X 3- BELOW GRADE TO EXISTING FOOTING/FOUNDATION. VAPOR BARRIER LAPPED AND 3-2 x t3 13.11 i2.1 109 4-10 9.1 8-6 8-1 LOAD BEARING Y.KLUE SOIL=2,000 LBS./1!T.2 CONFORM TO TABLE ForSh 1 Inch a 21.i mm.l Joo=a 30+ and aut toot a0O119kf'a 1'potuvf s s• PIER SIZE REQD.=�1"DIA.USE 24"DIA.>21"OK USE #5 REBAR AT 12"O.C. VERTICALLY TAPED AT EDGES a.Growtd saovr GuJ.lise lwJ=JOps/, c O p>t.t/4+i 3M1at at4aspao.LIA*ISO otsant4vtrwitha2:apouod point load applied at the cnd ? � IN NON SHRINK GROUT RSQ7.3.1 2�2Q RCNY b.Oeatns wppcvting dccl joists tromtaat tntr aaly. tt i r sndt,wxt tenet tartar. d.Ream it jdnll bt greater Qua ur equal to dcp=h of joists with a thmh brim condhioa. �+ E 02 7 e. OF laclu,ka iaci4as tsvor. r t.Nonk m sprtier.locidits razor not included. -- - 9t,.2"' 9'-2" 9--2 ,. 10,_0» - 8 9 9'-0» 9f4» 3 OF 10 J' i MAINTAIN GALV. CONNECTIONS AT ALL MAINTAIN GALV. CONNECTIONS AT AI,L t 30'-0" ; RIDGE HGT.=30'-0" RAFTER/VALLEY INTERSECTIONS FOIt RAF'IER/VALLEY-INTERSECTIONS FOR RIDGE HGT._ DIRECT LOAD;PATH TO GROUND llURECT LOAD PATH'TO CROI'ND -` ; •. •l �. >::•. SHEARWALL . ., $CE:Bi WATER-: ASPECT RATIO=8/4=2:1 SH>�LD MEIRAN �` OK CON-FORMS WITH SEISMIC __ j H![kG 45 AILS NN. P11OVISIONS TABLE 3.17D:2018 WFCM _ EXPANSION 401" — -"NEV.ASTRAL U t Ei --=f sHEARWALLS HAVING ASPECT RATIOS ;EXCEEDING 1:5:1 SHALL BE BLOCKED 299X10"RR 8/12 1SHEA.1tWALLS IN ACCORDANCE _ � SHEARWALLS HAVING ASPECT RATIOS _ AT 16" O.C. """� 'TABLE 3.I7D FOOTNOTE#2'ZQ18_WFCM -'--•- EXCEEDING I:5:1 SHALL BE BLOCKED MAXIMUM S14EARWALL ASPECT RATIO SHEARWALLS IN ACCORDANCE W/ SHALI.NOT EXCEED 2:1IN CONFORMANCE _ TABLE 3.17D FOOTNOTE#2WFCM 2015. - REMOVE EXISTING ROOF AR LL ASPECT RATIO 'W/SEISMIC PROVISIONS. - - ._ ------ MAXIMUM SHE WA STRUCTURE .AS INDICATED SHALL NOT EXCEED 2:11N CONFORMANCE W1 SEISMIC PROVISIONS. 4' .� / \ .� � D,A,�IGEIt.•' •:.� / \ .` SHEARWALL ..._._.. ... ._._ ..,......,. ....; .0 � SLOPED ERf.lVI ASPECT RATIO=8/4=2:1 r/ !f`S. �, - __ SlMPSO��LSSO210' _�. OK CONFORMS WITH SEISMIC � • :F s -� PROVISIONS TABLE 3.171)2015 WFCM 312 w C� H 2 X.1 BOLTSS►TAGGE1tED.A T.16" O.C. C7 Cd _ _ - 4 L ' ED 4' GEt "t TA1L�.T — _.__ .........._....- ..._. RAFT ER/ _ W 49 NTS' _ H 00 ' SHEARWALL ` i• 4�1 4. ASPECT RATIO=8/4=2:1 _ i E O M O OK CONFORMSWITH SEISMIC 4 Qi ►—� CT W •r-+ PROVISIONS TABLE 3.17D' 2018 WFCM ` ! _ N C. • 'WSW 1 , EXPANSION JOINT_._ . " L"OR E UAL ' SUNTOTUBE PIERS x 30 YR,ARCHITI:CTUI2AL SIINGLES NEVASTKA Q RIGHT T SIDE ELEVATION 24"DIA.x a'.o" y '" WlIC �;&WATER SHIELD LEDGER BD. BELOW GRADE LEFT SIDE ELEVATION 15 LB. ROOFING FELT MEMBRANE. 2"X 8"WIC � �� SHEATHING ''/z"DIA.THRU BOLT', SCALE:l/a" =Y'-O" g'-Q" CONFORMS TO TABLE � w � Q /Z CDX P1�..YWOOD SHEATH N PROPOSED SECOND FLOOR PLAN R507.3.12020 RCNY , ,� _ , » STAGGERED AT 16" . „2"X 6"RAFTERS AT 16 O.C. 5/12 SCALE: /, —1 -0 ^ } 4„LaN� S'CALE:'�' _ - _ __- - ` 8' 0" SLOPED BEAM HANGI .� SIMPSON#LSSU26 iZAFTER:>TO HDR, HURRICANE TIE �- / • SIMPSON #1110 �'' �..,Wl.:: `" Q. Q..•—10" FASCIA C E E --EQ. t _. - _O_ "AZEK"`Vli'1H.TE • 2"X 6"CLG.JSTS.AT 16 O.C. ":2—2"-x 10"HDR E DER _a.. �2._ 2 --2" X 12" HDR. •• " . - O "NANTUCKET" { 2 X 10 RAFTRS AT lb O.C. 2 -2"X 6"HDR 2-2"X 6"HDR " • "X 10"RAFTRS AT 16"O.C.O C. 4. ' .. 1 t . VINYL BEAD 131). 4 2"X 10"RAFT_ RS: SOFFIT i ^ i AT 16"O.C. .. .2 OPEN TO BELOW N 1 vw . SHEARWALL SEGMENT , SHE SEGMENT ' DIRECT LOAD EfOLD DOWN ANCHORS •'T� � ,,� •� HOLD DOWN ANCHORS a #HD Ds2 PATH TO GROUND ,-- - SIMPSON #HDU4-SDS2.5 ,�. � 19 .q" ' 3 "% SIMPSON U4 S .S� , jL1 a Q! POST _ NEW `4LL� x:fxl. NEW'. �"_'""6"X 6"P.T. ��� E` ROO # 3 BEDROOM " RIDGE. ` ! 2"X 12"RIDGE rat'- ► W !'`I . jl.i.ia�i r i i�E COLLr:l�#N. � 1 _ _ ^ ~J �' _ ' SD SAFETY•RAILING CM a/ "H& B"OR EQUALt i ___-- '1AZ Deck Joist Tie _._...._.:_.. . . .. PLAIN TAPERED"TUSCAN" _.._._ N W/ATTIC BASE :... _ • •w - IJT14Z Deck Joist lie is designed to at, 2x deck joists to the side of 4x or support posts.The DJT14Z can be installed with eitlier nails or bobs. —�y "�--•— ' Cj+ 2668' $D.._._ �, r ° SD: 2668 rrl Z gauge DETAIL AT COVERED PORCH �1 yr U I o, `'� LOFT AREA e h: ZMA coati ;see Corr sion Information. � • _ SHEARWALL SEGMENT ,►. l U� ~ NTS ,; N NEW SHEARWALL SE H HOLD DOWN ANCHORS ���' BATHR M HOLD DOWN ANCII� ~ Ration. SIMPSON #HDU4-SDS25 ti l N 1 2668 ` ORS p.t JOIST HANGERS S�'S # DS2.5 Use speafied HOG fasteners.See G4ne,ra_4.Notes. , 't �"X$» ' -•• SIMPSON#U26 �` i � STA ' � N� � N : ; e Recommended:install on post first. iO4 Minimum 2x4 joist and 4x4 post- 1 N 2"X 10"RAFTRS j �� Q 16"U.C. _ ^ DECK JOISTS A ' 4 2-2"X6"HDR i ^ x 2» X 8"AT 12" O.C. - } l 2—2"X 6"HDR N ` CONFORMS TO TABLE R507.5 2020 P 2"X 10"RAFTRS AT 16"O.C. A ...� POST BASE ' SIMPSON#ABE66 / � EQ. Ei Q; 2"X. LIFE SAFETY D Z,— 10"HDR HAZARDOUS GLAZING 4 'l AREA HERE INSTALL EQ, EO. —019 81 DECK + r ':r f 1' D SAFETY GLASS CONFORM R3 8.4.5 202 RCNY 3--2,�X 12» .r. ILGIRDER TO C 2 '/:"•DIA.THRU BOLTS , $ -v �� RA Allowable Loads Fasteners F•. E RS07 Bolls �M -•�� PER POST 11 LONG � •� Botts lJails -�� -CONFORMS TO TABLE•.__.—�- � _..__._ _ s __.. .-. 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I . . . .. � � * - - -- . ,� - . .. ..: � .. �: . :: . .,: . .. . . � ::.. . . . : . .. . . . . . ­ . , . 1. . � : � .: ::; :. �.. .. .. . .. . . . I . . . . I I I . I. ... � . . � ... ... � . I . I . . . I. . . . o . . . . . .. .-I: , . .. . I . li . .. - ___ ____ _____ - __ - ____M - __ -___ -Z�T. , . ,r41,oml,pm-,�"L­=---= ­­-Z'�­=­1 1._!_W"_"_"""_"_"_W - -ZW.;,77M_=-.'1=,_:ZT_._ L:;m---�=";;4--m-, �=1 1, .. ­X.­-,��z1=­.1­11­­ I­ , � �,7, ���, _- -L.=-.- -T.,-W,�­zm-z-�,�,�--�- , , :7:7,-- -, - -�--. , �- ---; .� - . �-I--,�� ­ - 11 ­_ �� __ _i­�== ..= -7­7 7-,-­- Ir_­'­­F­­­ 'r.::�:_,2.Z�=-:Z-Mr-,�,�,,,-,,,,,, -, - __,7�-==Z.---=,�11��.­zl.=L=:� = ­=r�mi �,Lg;,51 %,_­�­_­77-7��­­=- - - ­­­ ­1_1­11 , �, .�-,�­I �;T." ;;�=_ ", ­ _T -­­llm=. 1, ;�4" - � ­ I ,� _�_,­_r � . �,� 11-,;�--;�=--;-=;-.�1.11-1--l.1-�,:F�;,",­U 'r -,-;�­:_ __­­i�,W`_-a _90==.11 ___� , . . " . . .- " r - . . . J . . ' . I FLOOR FFAMING DETAILS I .� . . LPI FLOOR JOIST QUICK REFERENCE CHART' WEB HOIE SIPECIFICATIONS, - � . - ____ - . . FLOOR FRAMING DETAILS . I— . . . . - — %Jim . . . , I ------ . . � . . 40-PSF LIVE LOAD; 10 PSF DEAD LOAD (15 PSF DEAD LOAD FOR]L.pl 56A) . . . WARNING:Do NOT cut or anges . ,I .., - - - " , T� _ , 1,_,,­,­�­ -, 4.i �:1,­ r. Web filler - - ,,� . , �-..�� , - U to a 1-1/21,diameter hole allowed anywhere in the web. .� ;�_".-..:�� '. , 't� ", 1'1,1'��: LPI Rim Joist LPI Blocking at Exterior . @ Hanger Detail @ Hanger @ Hanger Detail _'-�.,'.:_,-.-, - "' ,� �_, � ...": .��...1 F,:'-;' ,�.`::,��:�,, , , " �,.­- - -, :,,,-, -1,1-1, �. ., �, :,,, - .", , !, .- . ,� . JOIST :' 1, -.z� !,F�-_,:, --,�,,-.2,,,�C!,p ,�._�,�Ox-. I ,;" -� ..", I..... ­..... :. ffi� - _. I � - , . Uosest spacing Ii-13"O.C. I,P OSB Rhn Board 0 . Detail 11 ___... I'll � : "._", .. � .,"' . 0�4 . / . . . . Web stiffe .., .,%Z�..,.;..._'�",,;... , ti� It �t .�;, __�'. — , , 11'4'��,)v .�z�..,:o .%� . F­I."..1_'.T,.11­ -1 - ",­,",-, ',,I" , ".-:`­',,.`-*� . @ @ �� ner is required if SPAN 1, � I _--v-� .:`-,�-11:,�',.' -, 4" 1.r,; .: :,`,.-.�,', ..- - I wall Web filler . 1.1'� W)� ... �;_.,�,--,-�,.--.:?-,� , .1 ­.� . .. . Verilycapacityand Be sure to check Fillerblock hanger don not support . _____- � _-T__11__­­ , : I I I! �1 1 ROMP see P . U480 , U360 . U480 U369 1 ' U366 , "" b�,._­_-_d:�, ' ' __ ___ - , ­ - , I . � . ,... .___ '. ," . PIM-11f.lorr=11-T.t., . / /t-P&M., 07) U360 . U480 U480 I.,,,,.'�:,;,r�_:_,-, ,'.,�,.11..'.�, 1'-," - -, ­�� I 44�t . ,7,;�r"., .%'....'. .1 .;I - . " �� .�,:�;ii" ��,,!,.,:.;:, . ,� _ . . Faster,rim board to each =P=911PL10FrvA,,, : fasteningrequh-' web stiffener I I � . � �,.A­" " 1,�� ,,"'.­r, -S , , . . ,�� � sing one 8d nail �; \ r ,��--'.,n,'.�,`-:,4, -.1,?i 1. i .%:.. *�� * -11 - - -:1� ­ ,I -K` I - , a, - ,� ,.,-,�ARF T',�,',,�: _r, ,., , ,T*" - --v I - ­'� , . flo"joistu '�'V,�,;,_�_.': �. '- 9 "-26'. "i2& - , Q % 6-"' -�'-.9-1/2 -26" ___�, 'S,".t V �:�.,-a _�-�,,,, .-,�" -,._t il per flange 304 and 361 Series for LPI bloelcing Panels . . F,0 mentsofhangers requirements - -I 1 /2 - 9-1/2 �:J�9-1, !!-;Z61% -1/2 2 ",73611:- -.94/2"�26'1: 9-1/2" . 1��,t_ �,, : �.,�._ � ; I I ­,..,; �.­� .4 ""' ­_'­�4­��, or 10d box na* joists require 2 x 6 . , for hangers . - -` � ., �,!.�, _.7; ­.,,,,.,,.� ,� . ., . - ,� .�, - - . � ��,�,� juid ccin - - 9-1/2-30" �7;.4-� 4' , . �,­ iinimum.See . I 9-1/2"-30A 9-1/2"43W 9-1/2 -30 - . . . - - I s'� -_ - . . '.. ,. . . . . rr. . . -� :,", , �� �,A�c.',.�. for W Series - . ,I , �, . ., ". 1,0i�.� �� �.:.,.._., .�,]- . ,..,-.:-.. .9� ;6A ' �9-1/2"-26A- , I : - ,� .:: . . . ��,.,-,..�.t�­�� _4-_i/_2_N-i6',_,-_ _ 61 , I Same depth . ���­-1, � . , '* * - -_ , . - - , " I asjoist I "I'll :��" I : ... .1.1 - -_ -1/2"-3 9-1/2"-W 9 4 �w !1 1111112111, I'll, I Fast- il - :o,., '.. .l."'."., - -- __ _ 0' ; 9-1/2"�30" - -1/2"-3(Y , I � ;...�', 11 � .1.Zh ; �."" , L!��, � -T,. - I____ � r-I'M-1,77, _Ir_,�,Z,��114ZMZT � ,I I'!I ` ,I 'A . ,�,�­.-::`-,.,�­-T- " -:.: P . 'I . -.1-111" I .971/2"��2W..1 .9-1/2'T26� � :9-1/2%2& .: :94/2%2w: 11-1/2-,Zfr.�-.- -'#-11.Z­-A70 .V-1/2"-2& 9-1/2".26A i I . , . 't . . I — - . Closest distance(x)to ec "� using one � _.��; Num- . . �-�;A.Z.--�'.-: -30A -112"-W -9-1/2"-30A 9-1/2"-30A 9-1/2"-30A �11%Q_ _ . I .-1. '. � . — hole - gul ,Q 10d box nail . ." � 1. 9-1/2"-30" 9-1/2"-30" 9-1/2"�30& 9-1/2" 9 , (k)to centerline of round -I of square or rectan h I - 16" �'.1! per flange. . WV, -,''.-I I Web Filler-Insta[l O&to top nor with 1/8*rulainitun gap I I-��.� ... . ...T "42W, 9-1/2"-2W -9-1/2"-26" 9 1/2"-26A :94/2"4W�' �9-1/2'T- 6A,-,, .,9-1/2%26� 1 2-0sest distance . - " ­ `�_ 11 Tom ,:.,., � :.�,.;... .9-1/2 � . I ----.er bearin, ---.�.13.-1 ..1. I . - See pa, _� � Filler BlocW Install witlit Vr minknum gaP at top Req*ed fall ,I­.` ':�" .9 9-1/20-3(Y '9-1/2"-30A 9-1/2"-30" 9-1/2"-30A 94/2",3C -_ .- F . . " , *__­, I ' IrIM Iff Webfiner at buttom Prodde I- from either bearing - L � ;�i _ . ­� ge 24 for - " . �I 9 -.;I.�­_',�':,..�:,-.� ,�, -1/2%3w 1 - 2 . I , specill tions on 11 f Check er Be sure to Fillerblock length of double Wist my be in outiosmuilahnum kastli 410. �., ,C:. "," : 9- . . - ;9-1/2"-3 � * *" , LIP rim bo I 00 Check bearing 8d nails at 6"o.c. requi e t56 ,.,.,� - web stiffer -,­,,,, ," 1/2'!-2&" '.9-1/2"-�2- CIO '9-1/2"-26A-. �9-1/2"726' ...9-1/2'.'-26': -9-1/2"-26A- o& I D .t, Too nail 10d at (wbeo used for awsler, Anach fillerblocbend webfillerswith 2 rowsof od nalls,at 61 oxjroni , * " �6A:� . -1/2"-26A .1 , � - I . ... =IU— (when use4 for shew W=sfd� sefte with$me requirlealf Verify capacity each side.Use iod for Erl 56 Soks Whift Clinch when posak ,_,�­�-1.14 J'�' '�. -112"-3W -1/2"-304 9-1/2"-3()A 9-1/2"-30A 9-1/2"-30A 9-1/2"-30A 9-1/2"-30A' I 1-7/8"-26A . � , 1, . . with saune fordecM49) � . . .... i_ '..".,�., 9 9 - (Ft-In) see page 21 - outside of building requirements,see pa . . I - . ROUND HOLES - Closest Distance (k) Check stiffener reclukenients, 6"o.c.nailed from 21 _.=A1-1:ded" == I forhangeis � . . fastening requirements ­-0 for filler block and Check0lerfill sizes. . ­:.',-­�. � i,., 1 -1/2"40' 1 4/8"-W - - _T .. , --,. -—__ ___ . ofliangersand ;Wb filler sizes. Yeft cmadly sn'rd fistener requirements of harigm;and connectors. .:��,,.,��'qi-.�. .. 9-1/2`!-2&..--*9-1/2"-2&:� -9-1/2"-26A.' - 9-1/2"-2& - � '9412%26' 9-1/2"-30':. -.9 1 1 . OSB(or equal)Rim Joi.st 6 LpI Blocking at Interior I connectors . I .­ � ,�r _ � HOLE DIAMETER . * - � 9 9_1/2"�3& 9-1/2%30& 9-1/2"-304 11-7/8"-2W 1 1-7/8"-30& 1 1-7/8"-30A JOIST JOIST � ___ __ �:"',,`�.-';',..�- -�,'� -1/2"-30A - 9-1/2"-304 _. '' . �,ii,�",� �-, � r ,�;'�-, "-.:;-; , ,�'. OSB(or equal)Rim Joist � . I .: ,, :4 ��_.,, ­­ I I i . @ @ @ ,,..,_,., ..., _�",__� - I . I " .r."�,-­�-.. �, _­ .� ""'- '4""-." � `� �.� .. 0,,...--:-"",�,:--:Ll.,:.,�,,.-124"��� :.�__�,%"­_': ,..,­b­r '­,,�-,-15 ,_�- .:,V',.`I I -z­-:-- . c1i;:1." I, . . I With 4 , _, �, . 'w26`, ,-9-1/2"-264 � ,:9-1/2" O&- .V-1/2"tw2&:. i1-7/8"#2W. 11.4/15-2&- 11-7/8"-30' DEPTH SERIES ' , `,,�t`� i'.","�,;�, � I ,, , ,,,�'Q",�,.� � - .� . . , __ 9-1/2"-26AI. �0-1/2' ­� , I" 3 . @ Stail�Stringer Double I-Joist _-3 ­ ,:i,- ,T'�%' �_ ,,# . 5quash Blocks Support W OA OA 0. � -,;':,;�T­ - . -Fasten rim Ward to each Use double squash bl as . @ Bevel CuVFire Cut @ ,40 -1/2"-30A *9-1/2"-30A 9-1/2"-30" 11-7/8"-2 94/2"-3 11-7/$"-3 11-7/8"-3 14�'-30A �z;.�.:.4 ,, 11-o" 11.0" 1.4 " '-3" 4!�6- - - - - - floorjoist using one 8d nail . Refer to(D specified.Squash blocks must See note 6 below Nailing .. - 9 - I . I ,".-z.f,.,.--;;i,,,:�..:,..'-,.��.*� LPI 26A 1 3 .. � - " , � , . � .., ,. - 7/8" . �- I -30A ­:� -, 1 :1111"', . . . - . . . .. ... - - r 10d box mM per flange fornat be cut 1/161 taller than oist. . Schedule - .1 9A/2"-26A i94/2"-3oA,. -�4/2%26A_: ..11-7/8"-26A 11-7/8"-t2&.-_ 11.; -26A,. . :I,V'30A 14�' ��,_"9,� �V­., . . - I - . . - . . . .. , W�, 1'.0" . .,V.0', , X-61 :T-16" I ' 5'-4" . . . . .. . .. — 23/3211 APAI' sche 2x4minimum-, See page 23 "" . �..,,,.�,,�-;�.i,i..,-,."7,.,�;,-�T---- farmaximum LPI blocking or other lateral support � ..- I - -7/8"-30A 16%sw I il,_Utr � I - - - . Attach web. 118"gap - 1/2"-30A, 11-7/8"-26A. 9-1/2"�30" 11-7/8"-3W 11-7/8"-30a 11 - :.s..;�:,;,_1,7,.1_ , , , - - ,� I ,�'��;V�K��,Ia,7T j,.,.,,,,,J IP126A 11-5 2'.3* T-l" T-11' T-9" 5' rated OSB rim required at ends of LPIJoist minimum - I-,7/&'-30&. 11- '/8"-36A �� ,_ . � Z joist(or equal) PLFvalues . fillers and filler I -'/8"-2&�. '1 _,,,,��,,:,�,,,., . . I ��T�- _ ­ ­ .- - --- -1- -_ . - t; �, ! 1�.1'�.�. AJ , "'��,�'.:�t _ - 8".. . 3116" - - .6-0" - . - ;; . I — , , OA I - 1,111Z , - �_ r . . I blockz with 2 , - ," '�'Iig;,­��, , -_" Ili-111 - Web filler NaTIM. . �� I�-,%,.��,�;,�, .;, I J i��;� .1 1-718"-3 __ _,_ __ -_ _ - -_ � 36, 14"-36A . 14"-36A �!�`I Same depth rows of 8d nalls . -..-� . � . 11 ! . �Ili 1�:,­, 2`41" T-li�r 4'-10"- V-9-t T-3" - - 1� - 'I,�ZZ 4 . 9,!fge a,hb � ,;V,:R�j��--7 L.ra Ou- A_W JL-XA . 71 ,7/8"-26.L I 11-7/8"-2& .11-7/8"-30'- 11-7/8,'-2& -11�7/8"7-3&` .11-7/8%36": -14!';-36" - �_­,��,''y,.:,�,�,� . . r . I -_ . , I - -1,�'M I Wknrholdooble . . � , asJolst ot I I � . . , ' .c ,= . tj.i.t.wbein� .Filler ck I r_ ,,19, :r,,,,, d � . . . I le 6A 16%36' ,1�7`,,,I_.,".lt;� 1,11T,': - .:LPI 56A - V-0" ' 1'.-11"* 2`41" T-10". ,4-10* 5'.9" -T!,3' -*. . - .- . - = . side.Use 10d - �7'�;­ �­�­. I 1-7/8"-30A 11-7/8'1-30A 1 1-7/8"-30-1 11-7/8"-36A 11-7/W-30A. 14"-30A . . -3 . ,�11,1�.,�, ".,,�,,�,.�Z,�'. , . � / 11� ��ZZ 11 S'791,od 1 � . T­,L­ . - _' -, I — - . ID4 cn I nails for in 56L . . . _'' ,. ­�-I�,, ,� Z",­'.., - - " '-0- 4-8- 513 - - I I —bfi0­ifh2— , � . I 47111II61"_.­,,T, V-10" 6'-6" T-l" . ��,,�'11 Mdeaft . ,".,",_ ::".-, 114/8"-2& :11,7/8"-2& -41-7/8"-2& .11-7/8"-3& 41-7/8!,'-30A �.�:14"Oh .. �11-7/8`�36A I :14"`�36A - J . . , I.LPI 30A 2'-2" 2-10 3'-5 4 . . r- . .. ­i��w- 1i ", . 16 ., 1�� box nails , ­_'. T�jl�1'114. "INN Seriesjolsts. . 2 -'_- . -', 6 -6�:i,-,- L r I I � I '.., ­�,­.., . _: . W -g -,ti;­ to avoid —1,Me UN lad f. . ,�Oo r, r ur, ."",;,],4,�, 'r-: '-W 61-1111 .7',5" - r-4 ., ''. in= I �r . __,�r,:,� , r�"�L, . .� 11. .. 1.1-7/8"-30" 11-7/8"-30A. 11-7/8"-30A 14"-304 11-7/8"�3& 16"-30A 14"-36A , 10--a ,,,z1,I.,M,,, '-10" 4'-4" * 5!-8". 1 6*4"; 6 , � splitting 114 56=;= . - .,--_"F"1� -`%,, . ­ LPI 36A- -3 . ­ . . K 'I Bearing wall . I . I I T,� `:j -,-"t--."; - . .. .. ____ . __4 —"- ., . . chwh , � , ' " " - - - " F V-01 , , , - - %3W I - - - -in= ... . I tf�,f.", tLA,�,'_­-,',�� 1, .:,: :11 -1 - 6A ,- ., - I 1000 PLIF 23/32"APA ._.... . OUNL aligned under . r,-t ."r,,�'.,,:,�.,::,�....",'.,,, -7/8%264 11-7/8u-30A .1177/8"�30`: .,14"-30 11-7/9'-3& - 16%30"-� . . :.IW'-3 , 16 1 . -9" ' 5'-2' V-8 1 &-I 6'-6 , 6-11 T-5 alldepthsup I . I pot'�"�,-�90,1,1.09-'�,'�;�7.1�CUIO�4-1"-�i-lill�,�� :�. . ��..­ � . . . . .".­��11�_*�,.'�t,��,-.--, LPI 5& T-10" 4'4" 4' . - � . V1314 rated OSB(or wall above . ,�4 1_'._��-"-I..- 7/8" - 16"�3W OA -56" . ... - . - " ' ..S.- - 1 - 8-.7"-, -9'-2', 0 . to 16" . Toe nail 8d or 10d I . . W !1-1firoS8#rhlgh):1/rorrd8'0S8 14_11�� :",;" 14"-3 14"-36A 16"-3& 14" . , Check stiffener requirements,Refer to 0 for equal)rimjoist Approved i , .1- , ,:_,:.-�r-:� 11. -3 14"-30" 14"-30' ' 4' -41". , 7%0 - : 7-6 1 . . box nail to plate .I Revel cut may not � 9_1rZ - 24 1 3(4*OSS I I . . . - I LPI 304� z T-8"�,'. 4-4 - ,4'-9*' 5' 5' . V-5- - . I'll. " . . Sir 1 ­­­I-I-I� . .. - � . see Pa 21 nallingschedule connection and W I .U5 . ,�1. I.'., 11 -7/8"-36 A I .� 4"-3W' , ,�14"-36A�� �� .. +14"-3&+�- - 16"-3&- - '-4" 81-111. 8!-10" 91 Q . ge . . extend beyond inside 11-71VI ; ; 24+3W OSS 1 W.OSS TtI 1-7/8"-36A 11-7/8"-361%� . I ,,+.14TT'-361, - :: I I ",T"-..,,. .'_f.,�....., 30-7- ,V-4" 6­1" V-10" 6'-7" 7 . . Ffilerblocit : W ; i I..., - LM& . " , face of bearingwall I (2)2X6.___t­­___11___..1 ,4..". ,"t�. . -30A -30A 16"-30A -718"-5W 11-7/8'%56A -36A If-56A . . . I . ,_; . ___­____:_ ..., .,� 1 -3 14" 144 11 - 16" . . -7" . , . `T4' . &-I" 9-10"+ 9`4" 0 Squash Blocks Non-Stacking Walls @ Web Stiffeners at Interior .. See @ for filler block and 14'. 1 W z �24 1 3/4'OSS r- .,�,!�., �;..� 4" OA I .. . . . I -T-l" .5'.10- 6%-T .. . 1 1OW" 1 12'-3" 0 (:) - .7-4 I + i I 13'.-,,". ...­­;/ , % .. -3 I (LPI 56) 1 * 3' 4'-4* . . I ', , , 0 . Support .21. ' web filler sizes. and ! W 1 fts+as-oss 1. ?/W 088 ��,';.".�-_,-, -`­:-��_' .1 1�7/8"�3611 14"-30A , 1 1-7/8"-36"� .' 14"-36" *.: -+'14"-36A-- . 46" 61, " '11-7/8"-5& . .14"-5W . 1 - as � :� : I . -4 IT Check stiffener requirements,see page Is* i W a ' 2A I: ­, Ift-C.-Ol . �, Blocking panels, Use double squash blocks as . . L_ - .- ; (2) , ___J I . .1 ... s C3,A 6A specified.Squash blocks must Refer to Q for . .�-,Z ��:�"�"!"-.,:.: 14*-3 14"-30A 16"-3W 11-7/8"-5 14"-W 14%5W 16"-56A > S . ,, ". - .. 14"-30A I 1,_4 , attachment of ,,, I . . i- I . . ..14"-30&� ,: 16"-Z0,K : ' 14%06-i � *,. �`10�3&'�: ' .14TT'-564.,: -.16"-5&: SQUARE OR RECrANGULAR HOLES - Closest Distance W - (Ft- In) I may be uired be cut 1/161, 11-10" See page 21 for 14!-3W - . -14"Tv36A� - . .— — . �: M with slit dler Than RL blocking panel web stiffener Non-Load Bearing Cantilever @ Non-Load BMW Cantilever I , �� ., . 14"-36A A . — LONGEST HOLE DIMENSION wall - . I . 16%30A 16"-3& 11-7/8"-56A le-56 16"-56A � Wmini;nurn- to plate ..�. . specifications @ . . W(min)design by OSB or equal . I 111!,V­�� - -.A,*_�Pw . . JOIST JOIST � I . . _ '' r . "" W (� - i " _�, �'�, " ' - . I - �-,, . �:! - I,,.�,,5_"�,,*,'-�1:-'-6" �;%",f­,."�", - �Ai I.,`�' �-, ..",_ -.- _1:i,�.. it. ; -, i. - . See pages 13,14&15 for load . closure _,�. See pages 13,14,&15 for load ��­,-. . -*:.*�,,f4. . .:IV-304 �' ...16"_30A. . I 3A.� . -1`1�', �3 :�:� 4 , -, .� `W� :.." 111;1" � I others nailed and glued W � SERIES ' . ,��,: . 111�� . . ,`w i:,::�'-25: " - . DEPITH .e.T,v :-�-�-.�,� ��1.0 ", I bearing cantilever details tol-jolstflangeand i"'.1 . bearing cantilevercletails *'1'111�31,-*_� --."_­ - IL4%3 A, 14"-3& 16"-30& 14"-56A 14"-5u- . - 16-56- Au_�v . - I "' , .31. .11, __ - , I 0 Z I - , ­ 6 . � - - - - - - = ItT I. . " , _,,,`,,� I - 2'-,V' T-2- 4'-I" 41�41" 6-2" 6% 11 filler 'th 10d box nails / Uniformlo brr I -- . . .,Z�i..­.,­.i.".". . I : ­. - . T. 1��,,,�;-;�Kgm,,�, ..", LPI 26A . . U 0 . Uniform loads only. le-301. _16%3o",�'� . .:,16"-30A-* : ,-, 14"-56k: :'-16",W,-: � ::--J6%56A,��-- - 14".56A .- � - . � . I . . P." . Stagger . M'. I . / 1*from edge at 6"o.c. I � ''-",,,,!�,�­­, - .1 - it-i?lx� I�., , . _ - - � I I .2`9"- Z-811 :4�-1- V-7- *6'41't - . - . - ,. - - I - I - I , - . . - , " � " ., %� ,,;",�"1'3"A��'-11", _'�­`_,`!t` 16`­30A .11-7/8"-56A 11-7) W � .16"-56r' -�_ ' -��' �� .< P.-I " �,J�, - _ �,-�..;.'-.�-, . ,*.,­� ,,-,�'-.,".'- . ..., .,., ..- -� 1. Od or 10d Xr,, , i..,:i-1; '- " I: _.-- I - --I .. , I � k Tr:', -�,)V, ,e - - ;I-- I ; ,:�%,T,: � e-, .1 k"; - . .., -I;�. , ..-- � � � 7 " -_ f�� U 26A - - - - �4. - _ - < &_,�'NE: �,?� I�11� I.., ��, 0 -. - " W 16"-56A �:16ITt-3 ,�\,-4 ,t'2'�`,"�1',." ,,�- I 26A - - - V �: ;_ .i . ......:F,l - , '.A_-,Zt,�_�,, ­ ,'­.­P­,;,r,­1 ,,,,, - ­.­_-,L , - , fi� -- :...1.1 4'-l" 4!-8' -__ ---- ,T4 ..., ,�3 .3" '_,� , m� � . , ," , NUM.Lrl Door " " ­� 'A -,+. I,&-aull 1..16"-36*. . , 16-3 . � L_ I I I to ai)id !.. t , 'i "T�i��,; , . , ., � , ­ , s��.,,,�,.,�27',.,,,',, � �.,!�r ­­,.�.­.'.--. .. . q . -e ,i " ' - - - - -1. .�� - - " LV_WJ _.. , �- . - - .. I ­� "......11 7"_.'�.-..�,:�,�.­ . , 1* -56A I -V­:� -U I V-0 I �.� = Z rZi Splitting - 1 "I__1`�, _, ..; -5& 14"-56A -A,\--,--­y­ ILPI 30"%- ..4'41 - . 5'.3 -1 To . 0-4 - WQ � � _ .., i. i, � ; .--.- ., - i-t0- I"__ . _!:�,��,,'�I'��i iv, ' ! . 0 Jt , _­ . I; - / W(min) , .;'� ..-Ir " 1_1� �1,1 . . 1. . -30" 14" . 16" 1 . I . . � -.113, (Z �,4-�,...... . _ wpgpm� , �.. . �_I � -71 ----., . , ,,';'��',I I . . �. � � ,41�. y$I!�F. Load bearing - - IT.. : closure. II�� � , ':',',_�Y_� ... 14"-36A.. - - .I ..� I .'' . I .. : I .1. I '. '. I I . . . . 1; . -_ . .-�Zr A en I ..,:. __� ,-,A . '­7�� walls must be requirements,see . -, . ­,, -_ - . ,,\.,,, ­_­., . . � r Interior _', 4§::,;:-., `.f'-', * . 14"-56" . - - . . . F'.11L.9 I � . I not sucked over '1�11_."i.t 17� '. 16"-30A . I � W-9": *91-8"�- 1W-&' : 12`4" - ..;. , . � aligned or Toe nail 8d or 10d bearing page 21 . 11�t . , , . 14"-5W - . - - � . -�-- .. 6"4" ' ' T­0" .1 - , - W 'L- 1:14 stacked - , wall . w . - ...;.. 0 M FYI �l�m .. 16",66A - :_. � . .. —�, . '% W �. . . M , 5 I'll Check stiffener I wall above wh box nall to plate all below . I�?�,,'.,�!,-.:%,,­ �;�-'S,�."'i . - '16";36A:- 14%56W" . . - .140-56A . , .".16"-5W -.: � ��-­- - : , -- . . .. .. . 'r r - " - - T-6-1 - , / F1 �� � . _. . .. . . . . . __ I . __ . A T."I.; IPI 30A. 2'-l" X-9- 5-8 6.7 91-91 111 En (ON .,!� Cn ch � . Wehfiller � 7.9-..""....i, - 16"-56" 16'-56A - - - - .. p 41 '. . — OTES: _.F� 1 71 .. — 0 0 N Imax. LPI blocking 113 adjacent!o Adjacent span �t­_X­.I --_,'�'�",�- �ILI-7/8"-5& >. 1�11 11".0" .12 . Joist Nailing . . ,2x cantilever ,� 4'-O' -, I I . .1.. . � . . . . . ­�., - .IFI 36A ' T-11". 4!-8" - - - - . . . . - I both faces - I ­ttI,­�,r,�­:",.--.� .. . I -16'.-5& , .I s . .., .I .:. , . .- - .. . "I ,­..""!- . @ Post Loads @ . 1. Some wind or seismic loads may require . I " (nuadmum) " l!","'.., ... �16%3W' -- .. ... . - . ... ­ ... . . ..- . .. .1 .:_ I I. I .. . '. � . � " 0N 44 %0-V-11 _ - ­,T%,,, 7-8" length(2 It van) I ,,,,, . - - . . ��I.­_ . I'll, i � - 9'-3" 11'-O" 12'-9" . Use two 8d different or additional details and connections, � 30 . � , � , LrI 5& T-11" 4'-&' 5'-2' 0.e. ".X. - ,-�.­�,_, ".."�?' %15W - - - - - . - I � _ I nails or two 2. Verify builkling code requirements for suitability See 0 for filler sizes. I - - �".__1,1.I.. 14 - � . - .. � 1-TI ­ - . . I a 1. - -0-41 - R� ......I .- Im T .. .. .. f - :.� � . . - � ,._. . I . - . ... �� . 4. 6-11", .T 10". *g'-8" _ ' 9%6", � J014" 124' 14!-O" - _�.,�; i0d box nails of details shown. . . . I 11� �; '" . I � 16"-5 , � - . 16-56A - - - � . :. .. �� . I. -1 LPI 30A ,3! 4�_5r. 6-3" Vol" I . ,� . . . 16�-36- - - 16't-5W .. , r � � . I 4� - - , ��'; -,;, . I I - I . . ,M�It"_­ ,,,;; I 9-51, I" -11" - _im - -- . -11 - �Z (one each side) 3. Refer to page 23 for bearing length I I . - . � '� �1� 14*-56A .1 .. — . . — — — — — . - : , 1, � Ltl, 6-5" , 6!-X. V-11". T-8" - - L III-5" 131-1--- 4' .i, I ­­ , 1 4�,�,; requirements. . . I . . " I.. - . , . 11!I . . �_ t�_ r­1 :.6i�'2*.I 1 6!-11"_ T-W . 9-5- - -2" L'-5- jT-1-[14�40" ,r:', INES . I . . .. - .. - . I � ,: ., . ,-#,,7t . HANDLING. & MRAGE GUIDL �.j.&_;"__ ­W..��_ ;­ -- . �. f 0' I V 11� 'J 11 _ I - 4. Refer to page 23 for nalling schedule$for LPI � 21 . . . . . I - ,�� A �W. - - � rim joists and blocking panels. . .,� .I ..�- - � - - - -.-,: ..� ­ _­ . . ---- -,.--.. I——� ... . . . - _ - - - . � * Keep LPI Joists ft. . . " I .. I I .N`OiiS': .i . 1� . 5. Lateral support should be considered for bottom . * use We SHOO . 2 - . . � � . I 1� 13�1 . t , . '*_�" . . I., __ - . 1,..,��­Ii i ,-­-3�1 ,e­g-,� 1, . flange when there is no sheathing on underside. To Unload LPI Joists carefully,by lifting.Support the bundles to reduce excessive bowing. . .. NOTES: � . .. I I. Squllre and rectangular holes must be centered at raid height of web. . . . I I ' I'll I , 5� 6. Blocking Is recommended,but not required.at amag e . s , - i , .,A individual I-Joists should be handled in a manner which prevents physical d 6 to th .. 1. Web stiffeners are not required for use with the table above.Web stiffeners are required when LPI Joi ts are used with hangers if the sides of the * th flange. , . �A�,,.-, , interior bearing supports if there is no load .. I � 2. 'Round holes do not need to be at mid height but must not be closer an 1/2"from joist . I . , 11 . bearing wA above the bearing wall below. � I-j6ist during measuring,cutting,erection,etc.LPI Joists should be handled vertically .. . _. . ., .. hangers do not laterally support the LPI Joist top flange. .S. Cut holes carefully.DO NOT overcut DO NOT cut flanges. . . . , . I 2. L/360 live load deflection may be used per the code-For stiffer floors choose an LPI Joist from the L/480 column.See commentary about floor . I . -..., 7. Verify capacity and fastening requirements of . and not flatwise. . . . Aug", 4. Maximnih of diree holes per span. .. . I 1-1/v'min. ��� I hangers and connectors. I high, __-6fi&em . .performance on page 3. . . . � .. \ * Keep LPI joists stored in wrapped and strapped bundles;stacked no more than 101 high, - one above . the end user. . . 5.- The length of uncut web between holes must be at least twicp the length of the longest adjacent hole dimension. 7 . . .. . .1 from end of . & Squash block capacity designed by others. . ' theodler � ,3. Self.-ding the LPI Joist in the lower box will result in a stiffer floor and should provide more satisfaction to . " . ��.,I joist to nail . . . support between bundles spaced no more than 10'apart a on page 5)and multiple span(see detail on page 6)applications. . ,: 6. Hole locations and sizes are based on uniformly loaded joists and may be used with any of the tables in this brochure. WJ � �� Solid block post loads from 9. W Series rim joist requires special desi9L . . . using blocking 4. Spans agply to both simple span(se,e detaij . . . ­.Filir-�other loading conditions contact your IrP engineered products distributor. . -� M t- above to bearing plate below with the ground,or have prolonged exposure to . o -distributed loads only. . . r � . . ... p. . . * LPI joists must not be stored in contact . 10,4". . . .5. Spans s own are clear spans between supports based on uniformly -joist top flange. .�I. I � . . .17.:1 Larger hole siies and closer proxin-dty to supports for- portents carrying less than maximum load, may be "04 = ".4 . t---------� I . I . 100-TWML . . : 6. Table reflects composite action with a single layer of OSB(or equal)nailed and glued to the I . . . � * - . - ­ I� . . . . I . 1" . the weather. . . . . 7:,Table assumes that:repetitive member criteria.is applicable. . . . .. - . 1 . . ­ . . ' -E design ,or contact your L-P engitieered products distributor. � . I . ... .* Use forklifts and amies carefully to avoid damaging beams. . . \ ". .-'. __. 4 .. . - . .... . . . . . AeG ed by oriecial design..Use LPs Wood - .po . . .- . � .I . . I . TYPICAL FLOOR LAYOUT ..�... 6' I-Joist Call your local engineered wood products distributor. Kilt,ft,iev..4 WN[We . � o d ons are NOT permifted I , . .Do not use a visually damaged .. . . .. WARNING,- The following c n Wl . . , . , __ , . - . . ... . . � ­ MAXIMUM UNIFORM FLOOR LOAD . I . . . 4 , I . .... . I. .. . - � . . . ..- . . I . -1 I . �eI......=,_,'_",_'. 0 �4 __ ..---- .;i. ��`,�,�.,__ n � � - �Iff, � '' 7,----�'. 11.,"r---I�"­:., '� ' I , I '' "`­ ' - , ., :,��-` : - I .�.. I� ` -,'-', ...I �- Ili I . . ; .? li�N 1:­ �`­_ 4/0" i�.,�i, r. .;.1111,I 1'lv_,;" I . . - I., �11 ,*,,I � '!��.- ,,-`-_,'�:,di� 4A 1, �_ F,1� .. I "I DON'T overcut hole and DONT make hole With hainnfer . , - , � C, - __ 0" DON'T Put holes'too close ' . . . . ., dam. Q .ADDMONAL LPI-JOIST DESIGN INFORMSTION . LPI 19W � LPI 30, M 26A LPI 30" . LPT 3& LPI 5W - to supports. . I . . . . Ve Range. � unless knock-out Is provided. , WARNING: . . I I --,-- - , - , , =��., -,.,I, �­ -r,,-,,,�i. . 0 �* _�.Ttl I C,_ � ,�, .i "ILY"JL"", ,­ ­ "im i��!I -- ;I ", )10, ", "� . , . -j,,�""_ 1-1 "I,�';.Wlpi��: -'40VE", , � . . , �1 .I . Q L X ,,g�f,,,W", i?t AD- " 0, . __ ' � "T -W_ -11,- , .1 ,)WM � I. I t" , Non-load bearing cantilevers: ction bracing required for I . I 17 ,I 3L`� 1-9 -,,,bMb,1, , �' See page 11 Details Temporary constru . . . , , " `, OT ' ., ,_W0­;�," .Dl;�, ." I -,� . @@ laterial support before decking is completed. 11 ' � 04 0 . , _4­,� . . -e to use bracing 13FAMG LENGM AND AIA30MUM REAMON CHART - �1. lr#.!X=-i I�f� �',2 �, � - '_ �2 W I -1 I - ��'�W ' ", - ` W Failut could result in serious � .r ,_ �- r-'�' ­ ';i��O ,' 4 . I - Load bearing cantilevers: ' t .. I _ ,,,O . 1-T W48 , - . rA Pq *� in*ry or death. 1, ,­""­­­, I—, ..193 8 220 . 280 .376 "I See pages 13-15 1�-l"4 1�',§N� � - . * .. � I - ; ' � . � __ - .. � - ... :. ...'9 :: , . '.196,'- *. - i, �� 7AW 334 ' -­'='!­--_ A)Qj)ICC r . . - .. INTERIORBEARING . ,% .% . : I " 171** . . ­_ 11 . .__� . : I � . -__ - .", Details C See details below. __-,117.,_5�-11_- - __ __ -, - - . 'i 1. . LPI JoNt blocking or 2 x squash . . END BEAFJNG 7��____ 77i��:--f ',,��,,_:�­;�:,.-,_.-­- 10 . . .154� 10 . 176 1 176 . . . 1 224 1 III, ­­- _. 1,,.� , -IJ . r, , ­1_117­115�blli­m�_ _1�4­__- ____ - .."o, . � ,:% ,%T 'T, :-,, -- 7, 1 . . . r" � ,4 r 'J", -118 : . �. . ,: ,;% i ­ -_ , � �, �! FEA "", '�" .1. � . ... . I �­ � I � , ""_ " blocks are required to support MINIMUM BEARING(in.) 'i.�r,�y=yw��­-i ..1. . I I . �C �- --, bearing wall from above . JOIST , - Q. i " ,,N�­`T-11 , .-11 ... . �' 118' ',1,40 I : �- -' .. -160, . . 160-- `:,I-204 . �� .-273 � Ir . �,',�,",, JOIST 1, .I­T,­_r.,­_­ 11 . � . `140..;, - ..11 .., I , � � I . INTERIOR ,.�,', 1­1 I . I, , �',�., . I DEPTH SERIES .1-1 �1_n= 12 93 1 1 187 . 251. . I I ��, I . ER� --)��_-�o�1_ m 28 109 129 -- --- 7 � "I . ':,,;,��,', .. , .. . - 1. - I —` _q .1 - I ..:.. .. �135 :' , '. . 172 231. yw�­­""' I � � I�T , _; \i C,'Ill @ - T��_�,"..",",�"�`,:�,i`., LpI26A 2.00 3.50 960 960 - .2200 .- -- 2600- -_ 13:-,. ,- 75,: *. ­:IL18 , .., 88. . .119: 13 . 135: . . 5�,­, -' � r ,� I .r . , ,; Holes may be cut in web for . __ ' ' . . . . . � � . I .. . ­ ....; ,41.. . . — 215 " � � 1� "� - It .: . . -� - , - - ..%. - 110 12( ­�­r,� _., ...... , . , ' I .. 7,�_ � . . , , - . __ plumbing,wiring and duct work 'r:1�1"i""114-iZ_,��',.'­�, ... .2.00 �:, 3-50 _ 960... , ` `­965 � .' � ' :2200�`_ 14. 101 __ - .' - .,�� , .- i _ ,-2 -tll. .. I . - . � , . . ,", �,� ­ , I i�Z,t --.,�,j�� 17ri . , , ", �"r,!,`�,,��-,- � - . . .151, : 50. ;,� - 100 .;; s 00 I ,ev- "r, - ';,--�--. :�.- See page 8 for hole " I�."'A, : � ,,:,�17,�:51;,i__*.' 0, . _::�, I I I .59 �� ,103; 150 188 -­-4 -C lw,,,,,.,�-,�v,­,,k-.,��,,�--�!�-,-. "",- . . . 1 3.50 1000 1255 2200 2600 ,,, " " . , , , -, ,�01�,,�--'o .,�,�,ill"' . I�,'-el I . _r pZt.""A ,�Qr r " - -7- .�",tl� -1 t , /L , . q . % -' - 70 1 '�'�`V'2,'A­ , !'�� , , � �I." - . . � .. 16 .42 83 49 16, "� .- �, *,�, 'I, ­- , - - I . . _ I .::... � -`" _. ' � ,t�g,',�-_o7p 4.­-`,-P ,�k"4��i,,�-��-��,o,,�-,,,,.--.,-,L"��.F��, .1 - - - - : -1265-.1 � 1 -.226 ­ ­,�­, - _,T�I�F,.�kl% "�;,,'�* � .. ' : -3.50-: - .:. . . .�T:: -:2800 ,' - " -: -177 : I` � _-, I "',�,­­ "I (( I I I I ;,��Ie _ _ T�­C_,-, , 0, `�`,,,Z, I , -- _ r I I - ­2 ,� -- ­68� . . 104%: 85 . - .132' � 127 � , '� � - _4v_,;,_,�4 ?� , !�'��r�,."q�t%,,� "I"', k , "( ­,. LPI 30A ��: .00 '. .. 47' .'59 - 104 , -,I. __ Ill: ­­"� ;�,�', �-,--.,'�,��.'�.!��,,,�,�,;��;,*,'-,r , ., . 83�- , - , b sizes and locations. . .. 96 JLAU UW ,�,;".;,�.xi%,.I . ,,, - - .. . ,'�­­' ­,uo� , � . . ­47 * , -35 - 10.:* ,.tl tilmlll�' .",- , S , � � , . NOTE-Never cut oi , 00 3300 167 ",­,__t,."� rQMZ,;,I� � ­43r_­� -�;� I 11 - - - 21 - . 30 50 1 109 _w _ F1 ,V"5�;,-���-�:!,?.�*'�',i�,�','.,� I I � , � , _ , . _ I� I 1, ,�;_...�1,- .,,, __ ---- ---- � is .L - :,-�,',',,,�,,��;,�;�*,�,,i�,-"":,!,,�-��",�, . notch flanges , �A-� . I . to I -_ . -_ ?NiF'i�,;,I _ I __ _1 - . I � . - . .", ,�k ��, .�,�� i I�.�j�,;"--_� -� 11 � .�� , . . � sbo.,*.-._ ,. .: ..:,.. 00 I - .1-:- - . * .,; . I ". ...,4, ". ­ ,:, I— ; ,I.'t-,".lfll�,,, . -".% - .�' 3.50,� *--I � I-:: ::'.-..-4879' -�f .,3 .. 30' -I _60 .,- _ _ :.:- :,93" '62 " '.118 94 158 ;� , .1 � I �,!�,',��,;,F,,'Y!.�L I �. � , " .LPI 56_. 2--- . . �, x" ..." ., � � � . _'� ,�� , 1__41;_`_F_25_7T__51-.- - �I .,'­�F��.� i2�" - , . ,r ,� . . . . 1 150 Refer to hole c I . ��, �.'��:""_".-" . ­ r:-- ,_r , ,,, IXI 30A 2.50 . 3.50 1000 1520 . 2200 : , . .2800 .. . . 20 37- .- ., .for correct lot, I . �"I � I mmer on Hange . .-­ I '? .- � . . . �. .- � , _. - ' . � _. '21'. , 32 . 4M . : .-37 .: -"75' %.I - '.1 146 :I ;",,���.-.-;:­'O��,,���-�,_,�� __ -­ - : , e 1410t. , , : .1'.1,1­1­1411.1 11­. . .: ,,;1.50�: "� : � �': : �. ­..'� 280 - � _Ui 36--� .. .1 4.0V 12UU... ,- __ 6 ,*, -:'�-.1 --','3500� EXAMPLE: . 22 6 33 . 63 125 1 �� . e. Dflli��%r-�",?"14 -1t&"t�, 1,Z" ______,�:1� pol *1 .36 ' .�'g ,--_,�,t`��X!01't_�J: ;,�.- _ . , §11,144 * 7' -� .,t__--"'- ­1 I,_'d ;�, � , _.__ ---- . : -iii : .1 t - , 1��',; ,___-_, JLX1 Oa X-f- A- . 1 23 . 25 - - 50 _' ,29 : � .� I .. 73 1 55 . , I,P�gr,, - ��"__,�,�, DON'T cut flange for pipes. DO 0 ; % ;.:3.5 ..,.. I .. .: - I ., . p ., . . AT 6111 0,11alls. ,��i: . . . .1000 ...' : '-�� .171 Span-161-011 Uve load:50 PSF 98 I . ­­­­�M "Zlp . , _*�t",� LPI 30& x. . , " , 51 �. 1 32 1 64. 1 49 �� _ 'T'17,0 �AR��k ._;6. . 2.50 - ._ ,- ­'. - ­,� ­,F ­`�� ,�, -� ,'�";,r�, . I - _.�� I . � 4,...4� ­­.i­ ,V­­�, ,e ,,�T�I;Ti.". . . � R-wo Spacing:1611 o.c. Dead load:25 PSF A ,- 120-0 2020 . ON R"g­,�-�L'�,,�-5'n,�­ ._�,-, -�;T.V�,-Z,, . . 21LO - ,,,,_,�� 3.50 �.­ , -, �'..­,1­1 . -�T, � .,, ,R.-,� " ��. Live load deflection Emit:U480 - Select 1 1-7/8"LPI 26A . ,N; ", ."', I I J .'r. L5:0) .� ... F7714o SOLLMON: . AE1. t,i,�_:%.La ";"T!,;,� I J"11"I"Ir", . .. � . I VVIT I P ,,�P��!',��^V"�,., .� . I CLPI56�)] f2l'50:J-�: 1 live load(in PLF)-50 PSF x 16"/12=67 PIF p __14�1 . _� . . _N_.-� Uve load capacity=70 PLF>67 PLF ,/OK . or notppMm, .. "I I . I I ri-111'r '41,14 I� .,0, Ni�_�� - . . __K�_� Total load(in PLF)-75 PSF x 1611/12=100 PLF Total load capacity-110 PLF>100 PLF V OK , 11" I " '. % ,kPiQK---,,�;-,_-Mzk,,�%, . 3". . I� -- -__:,-_� �', I',�� F-1 >� I - M2 — ­ , 1 ,"- I , � , I ,,��,AWZ P',�--,�-�,:�,, 1�, 141,�,"I,I I . flange ,�... -,ffl-,V, . � , . , . � . I DOUBLE I-JOIST FIL[_ER BLOCK . . . . I . I � M-­_I I- .""',S,�,,,,, . . t­,,'.- TV ,,; 4 *� 1 ; . . , I Ir I- ­ � -,;,,"� -, �-� ;�r ,,'.�,-,'.-,;-, �L�ff,-4­;�F.,',-p�,,, , . ; .,._7 _ ,", I I _ ,��_ _ . '.."!,,Z�'_''t �. �_ �,­ -, I - .1 .� ,,.�, , r 11�MlqM '. � . !M,11�11, i 0 j RIM JOIST& . �:�.�,,-,,,�',�,',,',-�,.�!,,', �,'�,�_'* " _ Z . _ . -1 ","L." ",- I � ,""�' I!, AND WEB FRLER SIM ,�,,IE2mi I �T TII, ) �, 4- � �; ,��? "-, �'�,'.W,��"',R�l Z#I 0' I . 7K�!Z,;,,,�;,�� . BLOCIGNG PANEL CMACITIES .­ ­`­ ---","I.-W�� I , LPI 30A . . *LPI 3&- * M 5W . LPI 3& '. I � - I I"* 'r 1.1i, W� � . I . ---�,4�.,.', 1 � ,�­ �i�,'�1�11,�' I i 1. ___ o,��_,4_�` rr".-� . ;-,­ , - �­� U[M,��­""I'M - , ��­ I ,7i­'q I i"'.. -,!4 , , I . � ; V.� , �W.W,, ,� - -1 - - �:Z�,,�,,� �_ ,- " *'P' f14 � '� '� C -1 �` `4 ",M , , ."rr � " . ­­ ­ . .__i, . JOIST J01917 ��,-'�,,3,' IMAL JQJST-'�`','._V_`,! , ,44' . Tt , .:,W]1�1,, ' ',?'.' �,!:AWAV,,-, ­ . .-� - ,.�', �, . P_" " - ,� -- �� -� , .1­1. 11-1- 4� ,_­ "I ­- , , , ­ -17 �.-,W",� , Z;_�W)W�;�.:;�W, ,)W�A 11 � "': 11 r,�,,M '&`0 '_'I"_- � � '�!�11` 11 FFFFF ,.I: . - AM' g; , - - .1. �-,�,'­ I I , 4,IK; , �f - "M .. .11". .., T.�.!,, `0� 4 1 11 W-,"­k�,_ �"­il� . JOIST - JOIST : .A . ­­­,, ,,�Z,.;:- � . ­­ �,I I, , ,''V "T,­,­­,- -. `� ��-` __ ­ "I.W- , ­­­r­ I 'Ir T­ ', ­al�_,: � ,� -, _ ,," I . . , ,_ , .- 11 i I I AD, .] "'.. .1 ,,,�' �' . .1 ­,_ I,- ­1­ . Z�W..",, "I LO � _ , I DEPTH ;ERIES ."..,�11-, , ,1, 41 , .,p� ," . 0 P64 , I ,.� " � ___ -, ­ I " ­.11_11­11,�� . . . � . ,r-,, ",',�m,'r,,,i�.,� 44#C � .. I— � 1;1,�*O; ��Ot� �� "I . � :,_­F`%',._L. M 1. . U _ii�, 00 � DEPTH SERIES .­-� i imp � , , . ,�_',l ... � - ,-.'i,1.,`7-,�, "OSB I - . . - . , .,�,_ 4, -1 . . 11 1, . '7K-_"--�,�.-,�,,-;:F% .""..-_� ,, �. LPI 26A 1-1/8"OSB 518 - . 220 80 I 380 8 220 280 � .380 . I \ . �-_�,��,�� . _61' "q,-,_.­� . . ­­..", -, 1800 I 8 ,,�,,,i ,;� T,YN , LPI 26A I :1:,%: ki . 'Miji* .,,�� " . ..- 1 . .. _. a :,.. -".:. . �. � . . . .. - I .. � ..196� - - ..­ �: ­­�N_�.,"�;,6 "t,-,i��, , a ,�',�, : f � r,,�.,r ---- � .��:": : W4"OSB .. ., . � . �9�. . . . � .�249 . 38 � _itg _ - ... I _ 11_�. 17 11"',"EZ I , . ,!.­�,-��*�1'-,',r.-%,.,�,` .. . �.. . �- 1�. .. :.,.' 196 t . .338 .. 3 _ X '�r 1A . I .. . I M. .:i � I , I 1--��`_`A�1�1 I � . � Non-load bearing cantilevers: __ ' I ,� A7 R� �0 , . "' ­­ ;---- . . .�­. 1800. .. � I - __ . - ' _i� �, �1'1 _' � ",_ ,,�,: ; �,­r;,;;, ", ,- ` . - . 304 Av 176 2,24 1 , � ,,,,,,,r,�,,�._.,,K,, . IF I -F-T­,­­,t�j�4-'R - ____ I . ,4" . � . . `(-.��X'i,_ __­�­ LPI 2W r,­!,,,�,�,;.,��­,, I . . . , ..,: T* . . . ' '�276 - i il. .1. . '. . . . .. ��­ 4 - �, - ;; ':­"_"_. 10 l ZZ4 1 DON'T drill TI ,: ���C,s t., 11, �r_ . , � - , . 1'� v,�:�:-- ,"r'L�Z _ , , See page 11 Details @ 0 -I 4111?��, e . "� , '-- 1PI2& 1-1/8"OSB - 5/8"OSB - 304 r ;�:I�: ,r _ , "; , � I __ I , " ­ - , L�T"Pr"-,j-.-�'-f-: 1800 , , . "�,!�' . " '�' �r'l r , �4�;!,��, ,tCl� ­.I !�` , See Details i�,, I '-OSB­_,- -21.,.. I _176 1 - � ..- � -.204 , . - �: 276� . �t," L , 'k­� " ,� �;'1'1;-,,,I,, ,; = C) � ,,;',_­­". --LrIL . .1, .A� .... . - , ,,,'-160' . � -: -.204: .. .- -­.- - ., .160:�. - � � "flange. , I _d �.. :, 1 2? ,0,4jL.,'­ ,q___,,__,r,j - ' Load bearing cantilevers; - - - I ,.,' Ulu-, I I . 7770* .. - , �,,A, - '.,�� *,,,,.�,, ", �,`�-- . = g — �'�� 1P le�i,," - , I ­� _`��'-J ..�1�11M 1�1_ 147 187 "� I ��T_ I �,- L�_� - . �",­:!!I.�, . . .. . , .253 P 5 " �, . � .1 r/ - I j fy�LL �,�' L"I ­1 I . 402, '-":' "'t-c'��ww'--LPI MA 'A -. :ISM ' ' � 253 12 I � See pages 13-15 IF T'A"', :., -, � '! ,W.� LPI . 2x6+3/8"OSB 7/8"OSB . 12 147 ,187 1 . . . ,;, _,,�"' !;'��, I . 'I .1 I. . . , 7. ,,r,g",,F, , �_ _ , "�,4" _,. , -_- . : - 7. . :234 .. : . 135 , . 1. 172 , , . j�� - .Details . @@ 14 . % wxq-',-/,8-��,, —-----�- -I � 36A. � ..... - ,. :.;+ . . I .. _.� . - . ,�,lu I, V , ��i�� - .0� E-4 . A UB (�9) Use approved hangers only ,r. , � LP136A 1800 . � , �. 13 . +135: . ..43 234 I-� U ;It�,Tlk�'Pl�,,,-��;,�-.�.11�-,,,;�,,�— - . __, . . . . +172 *. .-::� + � " LPI 5W+ E% 2..!�w '' I .. -�6 +�- "k_'�_ ,;'­%, ,� 11 ��­ ; . " - . . + I . ..__1JJJJ 0,al%7��t3 - � LO I , it _, - .- - . 14 12 126 . 160 217 - `0M,--"-,-At T, � I-i;� �;) See pages 25&27 .?, . 2400 ,. : �- . 6 160 217 14 . ���) .q ,_;,V?I?km�," I 9 I - + - . I . I I , " ''. :..LPI 5& - * , *, . . .;.,­'..., LPI 30& 2x8 3/4"OSB . . ---. ... .. 117, : . 203 �'M . �,��­,,� 7,��ti `�,'4"V� ,ip " ",, _�­-,� -,� r g 't - . . I. "R",, � .__ �� �,�Vj,'7� ­�!,,Q;r�j�.",".. ; . . - ­1 , I - .149. , : : -, * 203 .11 � � ­ 149J ' .. I NW�4,,�, ,�J�".-� ��� . 15 � . 11 Q .."'. ­;�_­Tr�' , rr, 1 5 . I., k - -,T,-,- LPI 304 - . , ,%W . �. . _�,,�T' . , I" - - .� :'I 17.' .* - . -9 . . . 1800 , 'A .I!' - f and , - 1� ,N,� '�`;�­"`,!�.',­, I:—I . 110 ,, ,� ,­, .,�, Some details have been omitted for clarity I . I : - 7/8'OSB %:. . . 190 _(� I .... 111!e� �, �6T;�'#_,;_`_ �.�'_�,,:�V, - ,-, '". - I - -,.-, , - 2x8+3/8"OSB � . 16 110 . -_;;� , . W IT%�; ""'a.:12�"­�,"". — .. LPI 36' . 190 16 _.,­ ­ -,�,��-- , � ,�...... . I . .1. 140 - , � 1­-1� , -,, .1 7;,11 ___ - — . ,­� ­�_ `_`­ ­��FFI,L','-t'��­4­ ,!�,r', ,�� ,tit,, ­ ' + + ' - .T�' .�F . - , "' - _i�,�'1,11_ , . 9'$4;­-4J*1 .1 . ' -178+ + 179 . ­17 : ,'." -lot--,F. . .132 - _ . + -179 - ­-Z,`-' -I--- '.­': � . 1,41, .r ''S­­ -11 I I N'.V _ . w,- , ,AK� . . � � . . ' . . � I I . .� 'k " ,", "o � rl I � L� - LPI 36A, - -- ', .� 0 jig ;-";r,4,!:+,.�.�"-, + 1�;�.'-_�,�,.:�T:��+++. �t,..r..--, 2x8 �,+17-�' .06*,.- :104 '- 5WInside on web. _', , � , 2-2x8 �' 120 ' .132- 'i ,� — :�", "'. LPI 564 1 DON �,A DON'T support joist ,A�,a�,,,�I',`�,�,+Dox'�T�,g If, r I - ­ 2200 . ., r - --,- . .- '4 , ,r.) __ ". _ . -, ,010 ' ' 169 ofq *al r - r�,,,,In;, 1""-Qr�,,­,_i""4, "a 1'. .pp S . �A ;�,�,� -, .� . , - .� 04 � y � rkn . �,_ _� irl5w + LPI 30'­ .� .. . �`+ :' : 3/4'!+0SB� �' is 82 98 124 153 1 18 98 169 edge 66 w ;�'m - ,,earn . ,ig44,.M ., � - ,,, .,A�1;11- ��,,�� � 60: , I t�o , _, ",,��V, ., - 103 _, 124 ,I , - . -,�_ i , TO � '..-,7;,r�� �, �......-, _ _ I - - ' 7 V `11�Al, m -, . 1800 I .+ - � I �. 1-17 ,I ­�", � . � .LPI 30, . 'OSB +19 : � 71- .V3 -,: .;:'88 :++'118 132 '. - 1 :,' 19 .- : , '. 93 . � .. , '. -118�.. ` - ,160 - .11,­_r......�­'­­',-_ I ­��­i� '� , '�,S'$.,�- . Pk [60 C., , . - . - ' � . T,,."�,q -:�N�"Q'4,3-�'�- . -e� r-1 GENERAL INSTAILIATION GUIDELINES . LPI 36A I 2xg+3/8' 7/9"OSB . I'll.... , r _�& good procedures for handling,storage,and installation could result in unsatisfactory performance, ,111 ­� " ' ��;-' 1800 . .. . 112 51 152 `V,1��,',';�,,�,_4" . , ,'' . , � I � 5 152 Zu 151 88 101 �­ ,_­ I ,, ., + 20 61 88 77 112 11 Z_11�, --A""r,��'�`,,-�,� ,:"�,"."'i-n`�A I` = 9 04 "-4 -1 _­__ - . : _��Nk, ,ii_ - Failure to follow . . - .... .2 2X9 W . . I JLA ,- . .4, � , Z � M�.1 � . - -101�. 145 . . 15 � I "6111�5 -_-�� . WARNING � rLp d +1 p�..,� - - - 1900 :. -- ,21� -53 -_ '. 84 , 67+ ; '107.: _ ,,�� . I . . UZ, , � _!I v­"�� '!,��, ,X , 1!1�1;, (4 C) IPI ro-y . . "I, " a . unsafe structures,mid possible collapse. of LPI Joists. They are,'how- . J . N07ES: . 11-� . . . 78 102 117 1.38 - .,- F": pw guide to good practice in the handling,storage,and installation 22 47 80 59- 102 89 138 22 62 . 80 �,,, .. I�,~Uw . ­ , . - . 132 �,,."�k -,w�� I 0 These instructions are offered as a . � -,i"',�`"2.4'k`,,�4,� . . i** . 41. '23' ,. - 55: , * 77 '� , - ,� --,F,V �I . 14 "N" ,_�_. ;K ;-� 5 >� . 1.Plywood may he substituted for OSB . .� 69:�%, ., 97'. 103 �, instances,other or additional precautions may be desirable. In all cases,the . . . � . ,4��:23.1 -­ ,.1 7 : 52 : :.--97-.' ­ 78 - , 132- �PV 1_10 _L',�-��Zf%,�,_ -g w�i T­-3 - -� �:­i--.,,---g Q ,,;- . recommendations and in som( 2.Web filler shes am net.other fidekness covibinations may be used. . - . - Z. N_ ,, ,,� ,� "�5;,,,� ,,--*,,,yj� ,q,.v,,�, "I �, %-4v-",,,I I�,,,,, .. ,� g2 . O" 4 4 _� � ... ev-.,--.-- _­ I . 24 92 70 127 24 ' 48 73. 61. 93 92 127 - �j_ ,j It ­�,,,i . r .T�l E., rA . . I :1 't. , procedures used should be as specified by the architect/engineer responsible.for the entire building. . 3.9-1/2'andll-�7/SILPI-26fifferblo&oiwsweDeLOthet*ick"" . "M ,I, �", , r, ...e '. � . ' , : ik�,i 0 , "" , " . is required. . . .:, . *�, : .82 .62 . - 122 25 - -, 43� ', - 70.., --54. �: 90 . 82 - 122. M,VWw'i �', �yN�, . . 25 ' � 32.rvj �65 � ­ -:41 � , 4A1. � 0 4 MW a, 0 storbuckle. Consequently, temporary bracing combinations nW be u" .; , ­11­_­;v, , �)qm �;�.,!:Tm, , 1� During installadon,LFI Joists could potentially twi . . . -9,V, F11, 11, , , , " , ;�6 i, . ,;, . 4 .11 ��_V,W,::L,I , �, � �"T -, '�.� ,��-,,,, T--9 . ately 81-011 apart. . 26 29 . 58 37 73 56 ill 26 38 68 49 86 74 117 �,­�, __ I" M', , �,',,- 1 W"*. ,1-i", a Use at least I x 4 bracing members nailed to each LPI joist with two 8d nails. Keep them parallel and approxim I . . I . 1 - 1 . . . ... ... � r I I 1.4 �7 , C) 0 �10 . . : .,27 .26 �--' - - - �. � . .. � - . - . r 65 : ' '.,44 � . I .1 ,� 1:1 11 5-- ,I �, ��&, I "''ID, . , I �� r'�4�4�� ,-",T� " '1�1 ;;4 0* r-9 Use long pieces,riot short blocks. Lap the endg.to keep a continuous line of bracing. I . . NAHJNG SCHEDULE . 52 : . ..83 ,. ­66 - % 1 13 T-''. I �, ,� 14- 1, 1­i, � �`ii`��,I"'-,4%,,,,� . , - 0 - ovement of the continuous I x 4 lines of bracing,anchor them into a stable end wall or area braced by I 8 �47 I__30 1 1_45 1 tFU 1 28 31 62 39 79 (bi U IMP- . . - - � .L I W k_� ; . .'54 105 1� . I To prevent endwise in I . . 11 RIM JOISTS AND BLOCKING PANELS . - I . I ... " 4�' . FOR LP . . . . 29:1: :­28*, .* .:- 56 .-. i . V . ", . . I X ".. �,,,��f�( ,, . - .. . " . sheathing or diagonal bracing. I . . ___ __ - .. ­1�1§ ,z". Z 9 __ - , . - _�' . 32- 65 _W� � , ­ . . en applying sheathing. Remove the bracing as the sheathing is attached. . . , 4' :: �­ - _ . NOTES: 30 25 51 49 .1 .98 . . '*1--/ ,� . * TO removing temporary bracing wh . . !, T ­ ;!,���­I�......III I �__�­___ - . � - .'. . 29 ', - .59­ -4 1. I _: I., I.,,,r, . I � 0 Use particular care ­.- __,_ .-�LL , 23: . 46 * 5 'ok I . - ­' ctions,and temporary bracing must be installed before erectors are allowed on the structure. - I.PI 30A LPI 304 - 1, Values shown are in pounds per lineal foot(PLF) I �11��,�, �* - . * . . r ..._ .�" _ ­,­­,.�W­ 2. Spans are based on clear distance between supports. --V- I I . P0 I.-M '. - - ­11 I ­- � ---�I-­­­&t- � "" ,- -,. -�'-g I (41) 82 1_ . .1 All rim joists,blocking panels,conne ,. ­'f.-'­ �­­,v,":., . I, 'U 'i " - �U2 21 1 42 27 54 � -- 1. d 11 . ,� I %� - ctors are to be imposed on the structure before it is permanently sheathed. - � - ,-� .1 � � 1-0 . I -gt��- .,,-.�,,'..,,i , � �; I ­_ 1-`­­ , - __t� � I dty assumes NO composite action from sheathing. . . , o. No loads other than the weight Of the ere � exceeding design loads. . . �,��,,­. _".rr I-Aa !� "M LPI 56A ' . 3. Capa )ply to both simple span(detail on page 5) - �fdetail on page 6)applications. . I \",/ Ntm� �� 11 .."I 0 F-0 TO ,After sheathing,do not overload joists with construction materials . I t- I M 56A ..� 4. The values above af i or multiple sp%an � = . I - . I 5. Web stiffeners are NOT required for the spans and loads listed above.Web stiffeners are required when used with hangers if the . . . . 9 IRT ' 0 Don't use joists as support for exposed structures such as decks. .. . 8d box 2-1/2" 2- . 3- 3" ­ � .. . aides of the hanger do not laterally support the LPI joist top flange- . . . i I . . L, . , - I �...I...i. ..­ - . I . . DON'T notch beam at support. Aq � a � I . TO Don't use joist,13 for unintended purposes such as ramps,planks,etc. . . . ­ - I Im I 1:` . ..3-1/2" ** I . .. �4I# - -" � � 40� . 6. For Eve load deflection limits of 1/360,multipi"ite in live bad column by 1.0 The resultinglive load shall not exceed the total load shown. . . � . . 1. . . . I- . � __ I I � . . . :80 inuton . . ­ I . . 2-1/2"!�, - �. 7. Both live load(at either L/360 or L/480)and total load must be checked.For stiffer floors,check live load at L/480.S6e . I . - . � . . 31' 2-1/2" 4" 4"- . - - .. . .- .... � . . . . � .-1. ­ - .­­ . . .. . .. . � . . . R403.2.12.2 F.ANMOTO . lod,12d box . .. commentary on floor performance on page 3 . ' I - - �_ , , . . . I . J,b, d­c,om,tu9n,,16-d Amk� , ,.-- . Z-�..1* . I ��44/2".-- ' *.. .4*.*. 8. When Eve load is not shown,total load will govern. I . er - - I 9. Loads shown are suitable for both single or multiple member uses(repetitive member Increases have not bee applied). - SOLID START RIM BOARD TECHNICAL SPECIFICATIONS � FANMOTORS=<6AHP . . - . .4.-.v�`.:',:�;- � � -, .11. - .. . 7 , . . M � I . . . ."�, ._%Z�'. 1� I --- . � . .. .. . . . I : R4 ­� _.. _,,�',o, , .4'._ . ., . , . I. . . .. . . . � I . -03.2-12.3_FM Y 'N - . �..� -- -- I.*.. , �'ot ptace'naris,.. 1, . �-�- . 7i''. I =_-;L-__J:ZZ1 - __ ___ :?;.�&e�thWtolplib*�V.,i�r,APA.monuil��.ii�,��I)irpu-,bo-.-do , etosee.tisiin: :., . 'r -,- - ­- - _ FAN EFFICIENCY FEG>=67 � I. I � . .- I�__'ku* rovgu_uiujjbe�'j��atiesmit IA-bid stagl�er�. _. . .... :1- . .. . . mAxmum LOAD CONNECTIONS CONNECITON . . . #lose-ipscings sham intabip. , e . . .. . . . . , . . . � .. ­1 ­­ - - - . - . - . --11-1+_- 11 . - I , . (MAMCAk SULA . . . . 1,� .. ML __ -T"-N . . I . . . . ---I,,-.,1. ;, """" R4 3" _ SynEm- Z . .. . 1 , ":I 111 2750 PIF --�_S - Floor deck to rim board: _­­ Min board to joist "I R403.53 HOT WATER PIPES SAALL BE INSULATED>=3 . '­ . 11', li,­­- ' N ALL HVAC SYSTEM PIPING R403.5.1.1 CIRCULATION PUMP W/ . �� ­ �.,-'­.�,` I Use 8d or 1;1- � L-qp . , IT : . ..1. . ", �. 1-1/8114400 PLF _1 il 10d nails(box -- _­­__1111___ R-3 REQUMEP 0 p .2 HOT WATER BOILERSSUPPLYING HEAT THROUGH 1 OR 2 PIPE HEATING SNSTEMS . _­�,,�, , I � - , �� , r 6 r . ,­11 .11, �, I" 7, :�11 1; � R40 �_" ".. � or common)at 611 o.c. 1­�,,�";e-,� R403.31.1 RP9T.§AALWG � DEDICATED RETURN PIPE . . I ,. BOXES SHALL BE SEALED � I SHALL HAVE OUTDOOR SET3ACK CONTROL TO LOWER BOILER WATER TEMPERATURE >Q 5_:Z11 Ill . R403.5.2 RECIRCULATION PUMP - ,- � _______ ___- � . .11 -,�. -- - , � I ALL DUCTS,AM HANDLERS&FILLER SIGN ; . . BASED ON OUTDOOR TEMPMATURE, . � I'll 1�� �Y ''I �­ _:�,,.11 - I I - �I M" = . I LEAKAGE SHALL BE<-2%OF SYSTEM DR L"AIT TEMT.OF WATER ENTERING �� ,,r�-_­­.­ ." _ �.,'��Z­ 11, .�IZF";�, ­., ­� ,,,�, ',�i-, ,%',,-_;�� I _�',-.� - ',­*� ., "" AIR HANDLING IDS ABOVE 105oF OR CHILLED FLUIDS BELOW 55o F ��;:,11�*_", .,J1 ,�,�;�%�,.;'­,",�,,ti I .. .,J1 I .41 .41 .41 .41 .41 ­ .4, � R403.4 HVAC PIPING CONVEYING FL 11 I - , . 11*" " I- !4 A-,, . I- ­... � ��,,i�.l�,.'��,�..�,�,.,-�,;�,.:.�,,��� //, 4 ,I �Tll I .1 ,,� " '. ING TO 104oF ,. i ,,��!L�,,� ,1,`�', '-'�.1 1111��.,;Vf, d�:k��1,11`)Z,,.�*4,�,_,, . 12�"' 1,- �.` COLD WATER PIP - til, . _ .,V`� . `_� . , ,; . Q,�7 ",, � �� ,,Z-�g-�:t,,�F-; !N _ " ­­­­ ­­4�� R403.2-3 BUILDIN QYIM ULATED TO>=3 , '. � �,_ 1-�S.,I I�,I ­­TL­ I 11 SHALL BE INS - . . - ­­ -, I. .� ) ARC, - _ �-.w� �I W­-,k I All�kll­­., '' � �. "', I.", , ­­­,­­_ . , - .111; ­ 4 ,� ..--���­�� S CANNOT BE USED AS DUCTS OR PLENUMS :1 . R403.5.1.2 AUTOMATIC INT :I i,-�%_-_�;�' I I ,T,I I � � I � -i-111 If ". 1 ,_ . . _�_ ", "" ""' " ": 1..1 01 G . FRAMING CAVffIE . ,- -.1- - TT'I I R403.1.2 HEAT PUMP THERMOSTAT ,f,,,j�,,,t;�,"'�.ii:��,;��F. ,_ I .. HEAT PUMP SHALL COMPLY WIT UL515 � . � z I PN_CZ_ - - . . ­!.� , �i;e . RAM.1 : I ­ - ... ..- . . .. � . g � L_�_,.­-: "' I ­ 91 ­� ­ ­1-I—­­­ � � I .. I INSTALLED ON HEAT PUMP � ai�, t�-�.; .. ,, �,' I 11 ,I SUPPLY&RET INCHES IN DIAAIETER . . . .. - ­." t � 1.F I, 1. I � ,;." ,i : ­ 1�4"' : _ : , , �­� , I 11-�, - 11 DUCTS>=3 1, : ­­ , .. L"w , , ,- -, ..11 , R=8.0 IN ATTICS &492 -AIR I&AIMME TABLE R402.4.1'.1 �- R403.6 AUTOMATIC-GRAVYrT FED DAMPERS . I --i,______,__ �_��.-___11�,Ig���11:1�1 I ...I �� ­11.-1.,�" . I I 1.- � . 0 FIELD vERMCATION OF ffEMS LISTED IN TO BE INSTALLED ON ALL OlJTDOOR . . . I 0 Rim T _ I I ,_ 1_­1_­­_­iA;W,�i­ * , , � : R=6.0 ELSEWHERE . EMIJANCE . AIR INTAKES AND EXHAUSTS ) . � Design value for horizontal shear for b plate: igll 8d nails(box or common) . R Toe ,.-'r ___at top,oneat bottom -3 INCHES IN DIAMETER AL2.1.1sa AM_ � 1 1-1/81,rim board:180 PLF.This ­;r4,;,.F - nW8T(vbr2 ; value , , I .1 �4;;.I, . 'r� SUPPLY&RETURN DUCTS<_ R402.4.1.2 BLOWER DOOR TESTS,<=3 FOR CLIMATE ZONE 4 "r� �,, common)at 61,o.c.,or . �_ . ik of each joist � ilp pLyWOOD SHEATMG(AM PERWABIUTY<-0.0004 CFM/FT-2 �:. ., ': - _ IF,. is applicable to wind or seismic loads -�T,7,�I�,-­i 16d(box or common) - . V __ . * R=6.0 IN ATTICS . M3.1.1 C_QN_TR0P_ . . R402.2.7 FLOOR INsuLATIONSHALL BE aSTALLED . , andsbalibe . ince 4�� at LZI,ox. 1%, "I I - I . 0 R=4.2 ELSEWHERE . ' . . PROGRAMAL4,BLE THERMOSTATS-AT LEAST 1 PROGRAMDL43LE - &MAIRAINED IN TIGHT CONTACT WITH PLYWOOD . t,= .I. . with local building code requirements . I 1 I., _ for other load durations. / I .. . -. OF 1 &403.§j -fflT PRE RMLAXIP-N - . -MUORMOSTAT SHALL.BE INSTALLED IN THE HOME SUBFLOOR ABOVE TYP.AT ALL MORS ­_ ­ ... �07E-LPI Joists may or may not require web ,. NOT&Rim board must be connected tojoisL . .-NOTE:Rim board must be connected to wa plate . - SHALL BE R-3 OK CONFORMS ........___.______ . . . . . _. I . stiffenem-----_- . :__ ��:_'t ____ __ . I ,See detail atright.. �. . � - - - . and floor deck.See detail at lefL i ___ 0 " __ __ . I ­1 -, ­ �I I - V , , ___-___ I I I I � I 111 , , f, �� " ", r, I' ��'. I I _U, I 91 I I , , - .. - - I - - � � _� I- I 1�c � I I I I I M-,-"., � , ==;:=r1__;_ -, ­I I I I I-_-----­ _­-,­__-I� -I�.i 1 7� -:�:­7";;; 1-1­__­ -1--I­-I--­-,-,_____.___-�=�=;� 17-- 1 7 ­q=1­7- =,­ �I --- .I,Z�L__--=7-v Z=--_­'7 -�_�=_1- , '-­­­­­1­-­­­ - ­­-, - I - I ,-,-_____,",____-1 -­­7-'----, ,=_-Z�__r I __ �I'll === . , - I I 1. - I­.�­,.-� I'lT � .I� I I � � ­�-,­ ­;­�­-,---,­,=;�;� r ..I.­,-, �k.� .­.�..;��­ I � �M�­�I I .. M l� F �- ­--Z;� . I­­_­­___­_,_­_­­­,!11 Ill I I I !!T=­1 T_T=7:-:�77- '' I , ,,.; ­ -,---=d_�W_- r 1-1111!"I 111,11 I If-0T!T!-_7 -.66",­­ -1 -110 I I I I I __ _77­­,_.77_----1-_.­1.1.1 ­ I I 71 I _1 ­­I­­��__ - ­. . �Z_"=­_­ I =�­' ­r - .. � � - ­ I .I—, . == . . I .. � . �. . . . .. . . I .. . '� ':��:-: , I . . . . . ... . .. �- ., . . . . . .. . .I . � . '.. . . . . '. I I... .1 ... .. . .. t , �-.-. . . ., ,. .:. . . : � � . . .. I ... . . %... ...... .:T�I..,...- I... ... .: ". :_- _.;: :.. � :. ;% . . . . .,. .... . ..- . . . . . I . . � . . . . . . . . . I . . . .. I . I � I .. . .�-.. �. . ... .. ... . - .. . .. ., . % .::., . .:: : . . I I ��O,..: �.: : ., . . .. .I . . . . .. .. . . . � I . . ''. . � . : . 1. . . . .. . .. . I . � ..� .. " . �­ 11 . �.- I 1 I I .. . . . . .. .��.-. , .." I� . . ; . .� I , , . . -. . . . � : I I ­ , I - '. . . . . .. . .... . . .. .- I.. . ... . ... .. . 1. . . .. I . :. .-.'. . . . . .., , , . I , . � . . . I I � I I I : - - . - I . I . , . �. I . . I I . .. . . .:I .. I. . .... : I :. .. . � - . . . . .�. I . . . .. . . . . I . . , . I . . I . I . . . I . . . L I I . ..4: . . . . . . _ _ e;;rW4 rww�r+i�,.rlwrrrw.rrrr.r...+rw. - , 'Y%:6`� •.lei JJg•'•>"�.i'•3 +�c�Y•;`. �'...1 `'k�'£� '��,'�j, .. ��`�="• rca Y v1.', '�'.a�,,�;�^• r '•,7yr ,a p, ty u 4r $, '<x' ��f +w ;kCi"1$iq),vY . Walt cross-section ;::. , �.t �� r, 4 GENERAL REQUIREMENTS �.� . is•' .�3a r1 ,` a ss � _ �.. . Window rough opening ' ' fa Breaks or joints-in the air barrier shall be seated. ! . . - . . i 10 Air-permeable Insulation shall not be used as a sealing material. l ' Attic F`;;� i 1 Ito A continuous air barrier shall be Installed in the building envelope. . Chases and common by'-passes Cap top of chase Supply leakage `' ;:'; i r7 with solid air carrier.. �'° O The exterior thermal enveio a contains a continuous air barrier. and insulate above All seams in plenums,trunk tines and ventilation A:. i } P a.lno►,ea : wind wash Waffle and dam for to.All insulation shall be installed at a Grade 1 quality in accordance with ICC/RESN. 301 ` J i._ -^'r.+,^+:>�s�;,•,;.-r•w'r.w _;!. •,t.�.:.. .Z,,._.... Hi ir--permeable insulation a ;, J^.p mastic o .: i z�' �:':Y. �'1 W :�� - r. must a ed :.rax 't is. ?_ . . . - offl oo .�.�'dropped H: '?:ti .:r..,?•..,. .♦,,,.•:-\.. �{ J' '�r.r�.y�^ZY^• fN'�%-...:.:.:::.`•:•i�l.i.::'�ti:x. 1 ", t mastic tape. a ,,e I t�"- ii.') I E fi A �_.: F ING P '� - �,_ r RAM.- •, ._.a.'w.,.e- Vclil,ucra�•�.un a,.a.+:-. 9a�,4+- ., ,.1... .. - .. }: s :.' .r... . ..... .S.i'..,�.aF..`.'td.:....d3z t:^. .�:: :5.� ..._....-,..r•;a:= ( .. .,.. .,_ .,. .+•i3 . . - +,;`; r � See insulation Details 3:,.-. �,.�•�a z,�;.�:::.�,;;x3�,. ,:-�:•- !•�. � r�i., ^.. i:~ t i . . for ceilings with i I { I I , Su I. t ,. li n i a cell' ff shall be a ed with insulation n Alt c Spaces. dropped in so It the n u on a d n o d ih s PA i T @ it ter to a d Y=:•::- h a barrier A Y P 9/ $Seal 1 1 P I ;; i `2 , ❑ i Ceilingtattic - , ','" `air ,,.� [11111 I le 3• it a h 1 be sea d._i - ...�.,.._..� t i an a s in the a b rrier s a chases ,• � Mastic Y 9 P e 1 Install air barrier Ui ` f all .i`j - }_ i o interior a a on I is I ate be se led. , t d sl I late sh a f foundation an as t he fa atf` � 1 s M r The'unction o f 1 insulated walls I r >, j p . '>% vent I- Soffit en .>� 'S> I • n e to of exterior walls shall a seated. `H f:;,'• X, _ The junction of the tap plate a d the p b ;ram ' t • 'Mastic at r • � ✓ ants Seal drywall to i 3 i ❑ 1 Walls i • Knee walls shall be sealed. . Seal swivel f4 top and -,, ' Walls are framed to allow the comer to be insulated or continuous insulation is/wilt top plate 3 ores) _ ..r.i .[Ill with caulk, i i (9 bottom.ptates8 + i ' bei Installed. _< :�" I _! - _ '_ ._.....___.._,_.____..,_.... _._.._--.---_-__..-----y,___._-._.___..._._..._,.__--•---•--'------.•-'--•-----..--.-•--._...-----.- ..,...-.... . . SuPAiY : ;c ''-: `• r '=" gaskets or glue i -I , leaks : ''`:::'c,. ��l recommended) ! I Windows, . Seal .. ;=r_::~ :;:' ( j • The space between window/door jambs and framing,and skylights and framing shalt . 2 <c :f.. 1. 4 ❑ skylights and electrical boxes <( O Seat HVAC I I be sealed. 21::_, [111 i i l doors and fixtures t0 netratians . ctrical Mastic .z __.__.-__-•--...___.-_..___...___,_.._.__-.-.-_,_.:,_-._.. -_--__..__.._-.-_._,..-._.- >, P Seat ele Seal bottom plate - --, __.____..______ all Cremsshatlhave -. _.._.;__.__.:_ _._.__�.___�... dtYv! Alictasure-I-- _,Y___. _..�_ _-- o - ,, penetrations ; to subffoor ! ; t . .- r�' through sheathing .-Y< mastic applied that is at least . I u • _ ..--- - -.._._ __..__,__-.__--- --._.._._v_..�______ ,-__•_...._._._._.-___-._-.-_..r,__..._.._.,-.__.,-...._,_.-._._..__._......_.__,.,_.._..__..__......._ , , � � g 0.06 inches(2mm)thick. ........._ s 5 D j Rim joists Rim joists shall include the air Barrie , Seat electrical Ceiling . . . . Floors(including 1 r . register Seal band joist above garage i • i O 41 penetrations _ ; fi ❑ The air barrier shall be installed at any exposed edge of,insulation. . Seal bottom to subtloor and plates C and cantilevered i M %` Seal plumbing or ' . Seat.penetm.rons �,E/ penetrations -r plate tosubflo Caulk between _- _.�.- -- _.._..__�_._ _.__..w_ ,,,,-..W___.,.-._._.,__.__..__._.__..._._..__._.-......_,_._.____._._...._... _._.__..__,.. ..__.__ _....,____ _. _ _. drywall and boas floors) I - _ n, ' r`• t• in common wall .k and exterior _ r' i ^I � b bottom ' sheathing = 7 i ❑ Ca si space i • reta der earth in with averia vents o crawl spaces shall be covered with a Class i vapor ' �--+ % plate. - 1 r_-.:_.._ ... _ _ ._..,__ __ . .._-..._-_..,_._-,__ __ _..___._____.___.___._ __.... _._�_..__.__. ..___,...._.Use backer rod and sealant or spray w i PP 9 Pe w•1 foam appropriate tar windows to rO Tape or caulk exterior r' '+' - _ V- ...." "" :.,. Seat seams then gaps between window/door and • sheathing seams(often the i' _ ~ I Garage 1 • c . Sea{box, subffoor ,..f .. . : �duct p Seal drywall to top plate Q ❑ separation i Air sealing shall be provided between the garage and conditioned spaces. _ O 11,, >;,'?: . rough opening sheathing is the primary air ___.. __.. ____ .. __ _v__.....__.._____ _ ___ _._..._...._._-.__ __ __...._.........__..._..._. ______._____.__.__.-.._._._ i . ;a 1... with caulk,gaskets or glue' � • "'.. (recommended) barrier in framed walls) i- • �jy Seal HVAG boat h % 1. ' r ;41 £',-r •A._ Y' Exterior walls adjacent to showers and tubs shall be insulated i Showeritub on i �)penetrations -=_ -__- ::.,:•..- j 13 ❑ .) I The air barrier installed at exterior walls adjacent showers and tubs shall separate' i jt.;.�! . ._•--_ `:' ., •'i- ::, - 3 7 axle , I� .. . . F1 . . . . t-- : •, a .• i rior wall them from the showers and tubs_._..._...____.__.... -,...._..,.._____.._�_._ -• -.__..__. Seal joints and edges } Seal drywall to bottom plate with _ ._i.._,-_-- -,_...,.-__.___-I__...-_._.,..,_.._.--_-__._____-__. . Q� }G--T i l -- _ ! 9� . of sheet meta box caulk skate or lus Electrical/ hone ! ��-f �' g P e behind electrical or communication boxes or air- t-�. with mastic 1ff (recommended).Seal bottom plate s 14 i ❑ . box on exterior ! The air barrier shaft be instal! d Bahl i . ., w F-+ �. - `~` sealed boxes shall be installed. E'•1 U erltub drain rough opening __..__...__....__ �_ _____ _. ___.___._.__._ ....:....._-_.._.. $how �1 _ i to subftoor;foundation,or slab Y EN \ :.; ! i wails =. � � �� '-- -a Install exterior i- --=-- ----_-.--_ ____z_ __.__.___.._._._._ _ r____ .�1 H install insulation and seated air Seal flange - , /-� ^ �^�•.� i • When required to be sealed,concealed fires sprinklers shall only be sealed in a PQ i� r--+ .a;- \.. t {r'~- r ! i Canceated manner that is recommended the manufacturer.Caulking or other adhesive hairier-behind tub(required) _ �• `-. with mastic � :n�n��(� water resistive t Si ti gasket or double-bead of caulk under bottom plate f"' = carrier as per i 16 D I i i t iRC 703.2 sprinklers sealants shall not be used to fill voids between fire sprinklers cover plates and walls :; ► 4 w N ©�. � • �: I �. - i or ceilings. i �-4 1•' V3' �'.. Y-i • ';3 i f' between UUUUU ��_ ....,»_, i..._,.,_.-___.________ _:.. ..-:•,-.._....__..._...,.-...--.___._..-__-..._..-_,.,.,-.._,._.._.r_.-___,___-__.-._____._-,..--..-_.____-___,___.._ ... _._...._._._ r,1 �.. _ between boot _ j._.. _.._' Q PQ �• a pp I boot , t� It 1 1 i }' 1 Seal Sea b _ - - -- and drywall . . __.__.._ -------.__,.___.._._.._ ��11 t i @►bow gores seams and �'it J f,•,.,-• :::. :ems.•>,:- --.Y. O Cif M . r,-„ _ On ti :cra... *: t S.box r r.. r mr s:+<;c• n 'call hone. a t� „ �.. �rY Etectrt c n•:•. . A with a insulate 7. :�� i �. 1i-+szr,,, C1 t tin •.•r 11 Underfloor insulation �. Insulation is U d •.� X-:` � ;� #' �:�' --,r air :. x,.,i The S i 1 r_ a wal s. .`�xterio M;: <e �� N .�i _ .. . TO �' .'�:t .�� TIO IN SP l�' �.A N N L �:.� S !and Mate r /band f r f•r a ins •�Air sea r''�"' .:�.. !1 Il arrter shall be installed tiY _-_-. ,�,w••` b .: . .� .... pe ttached :•..�„ ��' {�� i�, j---____�__r�`'�.�F��.,w:�,>,�smarten a must bo installed to , . if Ii behind electrical Or _ es or ',,' ' to walls maintain permanent j01S1 ! 2 ❑ Ceilinglattic • The insulation in any dropped ceiling/soffit shall be aligned with the air barrier.- s ^�' . communication box s I __ d coxes shalt insulation dam contact with subtloor _..,__.... ._ ..,___�.......__,-_._. - ---. ----.•-•..-- -•.- air-seals 6 ;�:•`.' air barrier re uired at r' ..J.' 'v,:' _. ,, Sealed CLASS i ( q -..�•._..__.. ..}_._..___..._.__.-._.�...._..._._��_....... raven!loose-fill Hatch lid pushes up and :• =;,:_; v 1 i 1 • Cavities within comers and headers of frame walls shall be insulated b - y be instaged. P Use metal coupling and apor retarder an . ,.;,. insulation from out of the way for access ,:,: ;.;;::;:;;: Y exposed edge of ,,, y . .: . • t ;'I- straps for flex-to-flex ;,>:..b::_; required in crawlspace insulation) i 1 completely filling the cavity.with a material having a thermal resistance of R-3 per . tC713C7f7�7i failing through . ;S$PPty duc r • access anent • t connections :' ,`.�:r;:_::.: i 3 ❑ Wails I inch minimum. --------^- Mastic per Rigid tnsulat(on plus Batt or spray ns ;i.. . ::..;,;>: _..::.': I I • Exterior thermal envelope Insulation for framed walls shall be installed in _ . - polyurethane foam(recommended), ° - . . . ------" -a connects �., . R•value same as surrounding callin _._ .. „ .,.__ - ._ _�___..__ . ___.. _ ._ ._. _ .__.._. ____._-_.._,_.__. ._ ...--.____,._.-_-...�..�..�._.._,___.....-_ •.� I i + I (� . 9'. 1 substantial contact and continuous alignment with the air barrier i ' ' -- . Install blocking and rafter baffle to -••-_ _f____ .,___- __ ._ .. r._ ,- y,:: '- • 5 1 ❑ I Rim joists t • Rim joists shall be Insulated. nitration `";; prev@nt wind-washing if vented,insulated + __. . ___. _..__._ .__..... . _ Seal bathtub drain penetration ..._ ff _,_._____._.._...._.....__ ..x.___.,. ___._. .-.__._ _..._ _._ .__ _ _ __.._.___. _.. _...__,_ roofline r uired -1 "' i f installed maintain r•'f -- , Floor framing caul insulation shot be ed to ma nta n permanent contact - ;i: g cavity P i O <°_ F Floors including ,,i>' c� j underside of subfloor deckin or floor framin cave insulation shall be with the un . n to tine a ova era a g' g cavity °;<; ,.r c:, Condensate i ❑ b garage permitted to be in contact with the to side of sheathing,or continuous insulation in with .. , 6 1 i! P p g dra Mechanically attach with Add blocking , and cantilevered i r .. i installed on the underside of floor framing and extends from the bottom to the to . _ 1 i P P trap .`,::„ _• straps and seal connections floors . Air seal ..:,Y� � •F . with mastic ; l of all perimeter floor framing members. . . .__.__.___.___.___ _t___._._.�____.___..__._... ___»..___ _.__- _ _-_._.__..--.__,_._-___._.._-___._ __..._.-_ . Trim • as e �t, j"A lira Sealed attic-side air barrier(required for air - -- - - - -'( O i�i g ,+i=;t;.isi.; .�r�, r_ ; attic kneewali permirtate cat:ity Insulation)-OSB, Crawls ace Where rovided instead of floor insulation Insulation shall be ermanent) ►•'� w c.;,;i;. • ~..;-:; g,of impermeable cavity l . �', r.�,.L,A .- P P ;w•:, insulation permanently ; . z ?,- :_'. "s. :� R-13 ca +R-5 oor►tinuous insulated sheathing, r 7 ❑ ' ; U Eli iY _ wads_- '.__..:_._•. attached to the crawlspace walls. ___ __ _..___�._____._._____ H [� �. `,'Y..:.. ' Y insulation,etc. �. _._._______ v :''t :':=- :',,,_ Mastic permanent . t It; Cover coupliing with or R-20In 2x6 with sealed . t , s • �� i `/ Cabinetfeakage , ,..:1 _ I,), 1 I Batts in narrow cavities shall be cut to fit or narrow cavities shall be filled b • Attic pull-down stairs s245ataesign . _W : .. connections , insulation,aktd insulation attic-sk(e alrbarrier . 9 ❑ Narrow cavities insulation that on inst tlatton r edit conforms to the avaita space.y I W O ��w cover tape (eg.osB/pfywood) i i } a e Y b!e cavity r r t� . afrflowasper - W u,. stI,"' . _..._._._i.:..___ ____.___._......... ___....,._..._,_..__.._._._-___.._-._..__..._,__...__..._-._...-.._--_......._..__......_-._�-__....__ - r._ ___._.__._- _ Rigid Insulation box farms lid for ASHI2AE 193 __LZ . ..,,�7 ; ' Recessed ; • Recessed lighting fixtures installed in the building thermal envelope shalt be air u8-down attic staircase(recommended) Cover box pushes up "`'` -• 11 ❑ - psj3 ;; �. ;,�. .:Y ' lighting i . 'f r tight and kC rated. __.. w ,z r - -:i::;, Y �� t` I t' :ci: •t PI: 4`C r� a Si'` -S.'•r 1 r• CC .1�1.,r' :. to n du EC lie .....-: N INS =�� UG I , �� P iT Mp ING RO .� YoM•' .;,t jtCy1, tiu> flit- <cs. a r ,. rz� ___ .na:�.cG: aa.� :�., xt ' �.n'v.v a,� ,i::.Teti�ai.`.'••�+T�•f�;,• IV! ,•,S.ai ".'� 'I Rigid Insulation plus watt or spray q;,,:�:,;,.,<` 1 r ;.,,,h t l • a W umbin in exterior t I' insulation dams prevent ;,Y,,{,.:_,„:;:;;. >K , ,,1, ....- I t , Batt insulation shall be cut neatly to fit round icing and p! g } 1�-- t urethanefDam recommended)) S>}: .;r,.,: .;�,_;,,:;:.;,:; °�. i. .. . . i Plumbing and } loose-fist insulation from P°y ( ,: ~r:::•< -r; i�; i , 12 ❑ I walls,ar insulation that on installation readily conforms to available space shall -. . R-value same as surrounding ceiling . ;•,,e\:•,„.. .;=:-.j..:: , i . failing through access v• - t I g 9 1 wiring extend behind piping and wirin s.... •.,,. r.n ::5:i;c+. »�Y - _S5.��. :. ,.. ,r:..:$; MECHA I r'N=d� . ; . N CAL ROUGH IN*INSPECTIO n :,�,4:,..- , -;:----,�,.":,. _M NAM ,� ,:.�- :: N 1JUeatherslripping T -. . �•:u," Tape temporary: 1. Shafts, Duct shafts,utility penetrations,and flue shafts opening to exterior or t O . `f r ;,:, connections "./ i ( . ' strap And mastic on inner - 6 ❑ penetrations f unconditioned space shaft be sealed. y��`__.___._..._._ �_ �.......___._..__._._ _._ 1 i"f . t Seat gap between frame liner with second strap .'' } 15 ! ❑ AC register ' • HVAC register boots that penetrate building thermal envelope shall be sealed to U W and rough opening with insulation i ce W holding Insu npla i H t _ o t uflo wall v i`. t boots he s b or, a t covering,.or ceiling. caulk,backer rod,or foam ;;: , _ . . .. g g• �. W • _ �♦ w%. :3.•Ltt' z.: $.... R "i4:: ''f 1 / �, there :r.` 1'•"'+ 'f,. wa W ea •},:,. airs c,-;.:::���_.., ae. n9 x, e t vd .' '.::.' PA n 1 -�;�. ,,Pa `��. r ,-.: �..e i y A Y ;:3 :--r� '• f .... ,ter;-� .t k• L NSPE L INSPECTION ..>< } v.r., C ON �.,_ ..> t:�.K tits'{..-i:_. ^Y �: Y 1 .. _ ,..Lrtt iM14.�.:..w.�`' LGY .w„Ytt Jui�� '"il"L _ . �'•7f', 1. .i w;;r,: l... I::'. _::`).F'.a. -..-_. ... .1:as -.1_t.":Yii:.:.:x:'`.::.`...,..w:..�_.c_•.....'a•$•a is•..'t:.'i Ity, .r :'�.,\ '+ li 1°:.,,.ti.-�.a' =.o, tn, `.ii:r'`-Y'ci7.; .. 1 1 i i O at;:'-•• -; . , , �,t ; „•' I•«1.. Blockin -fit in oist cave i Recessed • R light fixtures installed but thermal o . ,, <;;_ „, ;:£_x_�'- ;�, ;,, 9 j ry, i .Recessed I g e in the tiding tTna envelope shall be seated I::: r� ;•� . ,4' �?� .:. ;t,,, i , 1 caulk d o 1 tom-, ..%" ,.7A.�1�.� -r-` „Lw Q 7 e r foamed li htin to the finished surface. o '.CYO..,`tr�ieJ.rs:'iL:?t� a. 7%"y -;ij._. '•^y:' ,QC t i i (�) :. :c4 ,ra - s` :; i____. _._.�__._-.. ._+ _,...__-:.. .-,.._.-...-.,-._,_-....-_,_._...._-......__,_,-.-....,,_._.__,,__.____•.,.,._,____.,__.._._ __.._.._.,_._.�r_...___ �1 . - �:"v?5K'i '.rt�•y :? „ ''�Ri' - +�17 - ---'t'---- i- .r V . ;;: A: % !::".. .1' :e: Mastic flange top rum i AC Ss enin S tiro down t. s K Y: I y l :h,s `;,;: : Y-r i ce ap g , p sta'rs or knee wall doors to u W Pull insulation t0 +" cu.^ ,-- a' �.� ` 2 unconditioned attic . 'air .,t;yr. . , „'= j i ❑ Ceilin !A C I spares shall be sealed. i f7'I d . Rigid Insulation plus bait or spray plenum and cinch = 1 .,^ -_....._._. -., ._ __.._. _._. ___ ..._____.�__._._._.__..__.__.._.._.._.. _�___�.__,_._...___.... , __.._.___-_.__._._..._..__ w Boxed enclosure for stasrcase has rigid 9 P -•-- polyurethane foam(recommended), after applying • c;• _._1 ._ _._ •.._._ .. . hinged lid with insulation an fop P y '� '' : Lf y Attic kneewatls "4 R-value lam@ as surrounding ceiling mastic "r' - ' M 4 j TWO-ieVei clttl+C a O ,.,aratn an sa.: 9 Dam for blown Concealed sprinklers• Seal lights and �j A insulation shall only be sealed as bath vent fans 4 . Float switch --3► per manufacturer to ceiling drywall �T•I • rW/1 •: :,r Mastic the permanent Condensate One drain Air-tight Separate . ,:, ,. . . _ recommendations F,;,4 • . =-s=1.;>a connections with"P-trap"and eleanout , sealed/gasketed . drain for pan Unconditioned Space W . ,,. filter cover Caulk/seal Caulk . Weatherstripping-` ``x,;y'5;;:, '+, rough opening Air barrier Fanv@rated /� %r: ;;^5.; z ,� :;)::•:: :. uired through ere l� req g exterior O wall sealed at ::;; penetration ir' ;;•;<:;z Attic kneewall insulation P : .• .i..r. 's: r. �i `.� ` ,, ?: •i i. R-1 r 3 R- r o R- .G•.'�.,, rJ 20ir12x ';. :`rf 6 :: -'.•:..•,�his:` j:'' ih with a !S w B! ood A-�t Y _...r...r-:.-. Y' a t. as Caulk nd X tber S AR Br2 am CC q U :•-�.. 'Ir _. O r 's t :49.. >. Settled R a lu d se a t ke y o in S G e n Blo cking oak'a � rn n Y� O ck ; ass:167 9 th 5 tlto nits nstalfed dart as e 1 al f g G g J Seal airtight N S ai t IC- t W ra ed In sulate I t :1 .7 9 a e and install toed th ickne ss 6 5 Se in late a t su Ener wa ll a ra a .. lockin air seating and insulation required above garage sepa r• --._.._,,..��_ , recessed light sheet material � � Z � . '. j3 g ,;� �.. � " 0.7tt lbs./s.t headers . - '" " Bag w@igtrt:321bs. Conditioned Conditioned Space fixtures to finished behind bathtub corner In ate and E .Q dN - . . space surface air seat corner; • . •• 22.2 bags/1000 s.f. Insulated to same Weather-strip door a . Air seal at 7-0 -�. ,,� a 1,800 s f.:40 bags R value as tcneiwall opening and Seat Insulated exterior NO. `ed es of ,,, .._):••; r\11_�_,�_. : (rigid Insulation threshold waft g ,, „ plumbing >1 / � � - • m d) penetrations i �f . y �.. r Bloctcing d t __. ., • •`� rice mends ,j .. ,,i. Vent baffles exten a1 @ask (if coiling is . : Vent 4". above top of insulation insulated} ndow F � Z O *1♦ . .. i fit@:� . , ' EnergyTruss sealed I%u ""'t A :�risulation' '' = : with full height insulation g �1TTb O into rav h '�,- recommended insulation battle opening er �E(J $ ^ ["{ U „ .:.. t �. wdh sack i' S r�-•,� to ;.s rod and a, W H hr+ . t' . : .�.-�r .. ., ;;. •l' <::;';,; sealant 6 �,,, ,� ' �::_ . V,2 . � . . I . t 'A' � Insulation =t �-^r" - f�a cs 11* ..r rye.•..: .-�••.:::. �,• ,.• 4•incnes t O 1. ;'.; cp Ladder. t d t' Dam art , wail J ^^ .. F� r u' r�: T . Yr4 W .. ? N0 E•.. •i t le- w n bait .. N' N' i O `.i `1 Y' 1 to ver e.`�V -�•�.. -38 co m e co a �. R P g a s S ff t dam rr I� Na ow stud a`. t d'- deemedequivalent o i de s m Seal a b tw e e en i•' g P and c boar r'�.�• 77 . dos 1 id -----. 9 vi ca ba s y tt IY , AA . �j "/-. electrical box and t F- . . . rescri five R-49 .1nsulatlon dep4h.guide ;' .Insulation Batt sn•full� • P P :t foam hoard) are cut to - . . . install facing attic axes, r " .drywall . .1,. ( , :.contact.Wth ail barrier''` )UO ` 1 -1?'- ' 'f"� one puler per SOO sq ff.)' _ ., .. . ceilln iI. ( g dtywa) Seal bottom .. 'e_ -, . It•�~ it plate to subfl or . t �R IN P 0 o , n -j Soffit vent t �T . / g Insulation batt is it 1 :81 f, W", ti . i .!:S n . g. n i nd el@ctricatiKi n ,_ i. arou r 9 I :•' t U.: ;�. r;-.1: Sealant �1. ,. ;;: ,.Y.:, r. Standard rafter g It: � ;t "e3. .., •r' r. t PP 'i•' _ .. X ate - r,.. tit !�:� an o •J^ „p T F p'i n dam t attic' t r•(v,3' A" In stalat o a ii ESA I. .A• is �,r',; T wa and energy corner n Wes �n t I �• •, w' tapered at twins with _3; access m 1 uik �1• •r ♦ K i G b 1-�:':` ins lotion of e 4 r;'i 1. V e e' htCo eras .,. h u 9'�,;- depth,Ig Insulation d- •-$ i sula P . 1. :,g.. ;� �: sefiOlnsulation'` low . i: _ Insu tton r... t -rated xtu to r' 1C fi re At tight,. :..., - 1 r Insu atio hi n be nd tud�r y s r O 'I'irt • led to d C81 �:=s- sea F. 9 u S - 1 0 Sottit dam ste er b Y ti coverage completely ow ed insulation co G eve) s i n ten ! and - oasis .,�N Y r r cardboa d or rigid r r d 6 • _ ;to�aU hisutatiori4ypes loose-till insulaticn or ,g Q , � C� foam board Garage se oration t^ ' fiberglass ball cut to tit ) �5 wA tin n . 0W ,:: , wall cavIry Insula a a n 1 Y• i,.t' s �: - . . Seat wiring and i ' . }" \'' ' . . . 4= •'�# '1 1 plumbing penetrations �3 0�S3,t - Jt -N\ k _ . �. Soffit vent �4 • I,1. (1c t\1 HOUSE SIDE . .._ .. .,_. :6.:- 10 . 8 �3, ,f +i� ta�t�s�t�f, � .... .... ..:... ....+. ^r:rir.:.�t�st{� f j ,.rl. s;t •/b)q} ,, t�5rt t tart';.'kw��7�� ... •, .. I , N ,'r' ,�r/'4.7j�,'":t1t fIi ''illy 6',�f>i yr , Alt. 1 1 . ' ;11i, 21111�7.taWj. Pi ii3. iWl��� r"Y4''if`r'r+luA.Yi ' >i+ ; ...,{.i���f�::.,:�.�f9:Ji'M+i'?�;:villl� 11t F. , y , y i 000-101, MAINTAIN ALI CONNECTIONS - -AT ALL RAFTER/VALLEY tw INTERSECTIONS FOR DIRECT LOAD PATH TO GROUND «,..,..:�..:. .,,.;::.mow. . ..;... .......:.,.«..v............:.......V ........ I �.i.al�i'i�/• -- - ........ _ .. ••-,...,.,..-..r...w.w.e..w.aa••.,s.....•ae+,+x....•w•wNc.-m.aw.aw•r..owawao,e.a.;..,m �..» RIDGE TENSION STRAP ' a SIMPSON #Cs20 NAILING. ROOFING/ CEILING TABLE CONFORM• i #s 30 YR. ARCHITECTURAL SHINGLES 15 LB. ROOFING FELT %1' CDX PLYWOOD SHEATHING CONTINUOUS RIDGE VENT _ ' I 2" X 12" RIDGE ° e ; _ ® 2" X loll RAFTERS AT 16" O.C. , 1• :�. A I I - _. � , li• j 2" X411CT AT32" OC 1mrTHERMAL ENVELOPE ® • CLOSED CELL SPRAY FOAM INSULATION AT CEILING \ I j 7" THICK(R6.5/INCH OF THICKNESS X 7" R45.0 r 6 ,• � ��.� 7 CLOSED CELL-SPRAY �`. . � j , ,.r i.I ) NEW REAR FOAM INSUL. R-45.0 VINYL VENTED SOFFITS BALCONEY .._ ._. / ��� - •_ _.-. i ALUMINUM GUTTERS AND LEADERS BEYONDWALLS .TO GARRYISO � THERMAL ENVELOPE j to NAI1"� i ` R 15 HIGH DENSITY BATT 00 s t I 2" X 4" STUDS AT 16" O.C. (too) 1Q( 'o ��� '�D Nf '.: (2) I�dxt " �' i I i 1/2" CDX PLYWOOD SHEATHING TYVEK HOUSEWRAP 1 ; I FAUX LOG SIDING fs.; M . r2 Hip CLOSED CELL SPRAY FOAM INSULATION �_ s, NEW WOOD I JOIST 5GA1.�: t�,T•g. SQUARE OFF LPI 56 SERIES 3" THICK(R6.5/INCH OF THICKNESS X 3" =R19.0) REAR ENTRY:; ' (3 %11 WIDE FLANGE) RAFTER TO HEADER V2" GYP. BD. W v NEW FLUSH 16 DEEP AT 12 O.C. SIMPSON #H10 _ O • L REAR PORCH -{ iE - ' NEW HURRIVCANE TIE V cd c FORMER SUNROOM FLOORS NEW MASTER BEDROOM FRONT PORCH WOOD JOISTS LPI 56 SERIES (31/2" WIDE FLANGE) DEEP AT 12" (eta G4 I REAR VESTIBULE BEYOND ALL WOOD MEMBERS WITHIN 81'OF SOIL O.C. x OR IN DIRECT CONTACT W/CONCRETE i THERMAL ENVELOPE i 3/4" PLYWOOD SUBFLOOR GLUED AND SCREWED FOR H r SHALL BE PRESSURE TREATED IN t-1 "� ADDED STIFFNESS U t.-+ c� •.-- 4 CONFORMANCE W/R311&R404.1.6 2020 RCNY R 21 BATT INSUL. � _ _ R-21 BATT INSULSTION OVER NEW CRAWL SPACE x Z H C3 GA Nt { FOOTINGS/ FOUNDATION � ��,� U W r w 0 . rn r ��� 8" THICK P.C. FOUNDATION WALL O ' It g�� o . 8" X 16" P.C. FOOTING I IJ ll a X S '/2" DIA ANCHOR BOLTS I w l 4'-3" , • -_ SHEARWALL SEGMENT CZ' 30" O.C.,7" EMBEDMENT, 12" IN FROM CORNERS N A-A `r Y�;E AP BARRIER - HOLD DOWN ANCHORS -' .. ,• 2" RAT SLAB W/6 MIL POLYETH NE VAPOR SIMPSON#HDU4-SDS2.5 - - - , � y LE:. -�-- R RUS RAVE tV C L S GRADE 'T t'F•. c'..dNNEG-ning Eng TWO _ • R3123.2.12020 RCNY Figure 3.8a Comer Stud Holddown. Figure 8.8b Corner Stud Holddown m GUARDS-MUST NOT Detail-S Stud*With Detail=4 Studs 1 X 6 TOP RA,II. R402.2.4--AC SS HATCHES & DOORS " " / U1 Blocking ALLOW PASSAGE OF A C ACCESS 00OR O'UNCONDITIONEDATTICS: --"- ` -� ' ••,M. +!'.t ;';• ►_.. SHEARWALL SEGMENT I. SHALL BE WEATHERSTRIPPED SHEARWALLS IIAVING ASPECT RATIOS . 4"DIA.SPHERE EXCEEDING 1:5:1 SHALL, BE BLOCKED • 2"X 4"SIDE RAIL r!4• ` '�- HOLD DOWN ANCHORS 2• INSUL.A7'I;D TO LEVEL EQUIVALENT SUR UNDINGS • Ilr •'' •� SHEARWALLS IN ACCORDANCE W/�• s ',',• •,�� 3. ACCESS Tb EQUIPMENT WITHOUT AGING INSULATION Blocking at 24"0.0. glmps�drt strong-Tie "X 6"FINISHED �t • �•-.•.r ;- �.-;� SIMPSON#HDU4-SDS2.5 BAF ALL, , R LOOS ATION TABLE 3.17D FOOTN0TE!l2WFCM 2015. b ►�I r I/�° G17K f'L'I'hi001� MitfirA41'i•ItNs�►!+ Ir;X' t4R w/ MAXIMUM SHEARl1'ALL,ASPECT RATIO : . Endwall M5T,Q36 - 1(0" O.C. Z"X2r,/MIDRAILS i O W o - _�`INYI.SLEEVE_ U 6d-KA•u.S o b"O,G• ao 9 4•0 IZ" 04. iK� Fttx 17 Ceiling Rafters SHALL NOT EXCEED 2:1IN CONFORMANCE Sldewall • . O p;, Attic Attic W/SEISAIIC PROVISiONS. '.�.�, � : . • Hoiddown * : conned d to ' __ . .. ,- / -1/2• ere.W..A 11��tOR� insulation Ridged Foam Insulation � .50 000LEX NAILS +0 T" 0.0. 0 SP&M 0 C 10' C+4. It1'11Z fly transfer shear t� o Insulation S02s� Hoidd n : ; : ; a s't►T CDkNERS , • nails Common . ' 2d8d Common / . . ' Halls at loll ec. nails at 6 .oc.Ns SH.A SEGMENTc� s , • Corner stud :." t 1 +n:►; m connected t0 ` • ' ' �iC:ALlci tl2"�ir.•O" !�"'12 h GM'rjer. 13 4 �'�•,V.4.4.2 » transfer shear . Plywood ` .tTS - - -- • ' •..�_ _ M Access ECK GIRDER , ,•�, pry .Panel Dry ... - � EXTEND OUT OVER III Ir: _ _.. MANUFACTURED TTIIN PROM LE , .,_.. INSULATION.SHALL �hlaTt Wall,. ' �� D W/ TOP P .A:j1 AND SHALL NOT BE COMPRESSED �Moldin - � � TLC ENTTLA i'tON BAFFLI. ,. _... Foam Weather 9 s, ID 8d common nails .}, i 2 2"X 1Q" aT stri in @ s oC on x gam, t �` 2 4/2"DIA.THRU BOLTS FL'LN W it)TII i VEN'1'hai AIRSPACEStripping m ( j panel perimeter : 5d cooler nails �� i• " • ... ; . -•,�'" -•-+ aTTIC INSULATION - � _ .. . .. ._ •9. . ., , .}t .� PER POST 10 LONG R402.2.3 EAVE BAFFLE �- w @ 7 OC on r�, ,., .} ' `f • - -- 1. INSTALLED ASJACENT TO SOFFIT AND EAVE VENTS EXTEND 1 '14! X 20 GA.GALY. panel perimeter r tad common •'' "' "' CONFORMS TO TABLE R507.5 2020 RC_NY • f . ;Y MATERIAL nails @ 12.00 '`4 ' ,��• .` L PERMITTED TO BE ANY SOLID MAT STRAPPING ONTQ STUD EAC �'. �- 3. FOR AIR PERMEABLE INSULATIONS �r In . 5d cooler nails - - @ 10"0Q,Jn �'••��"' =' - 4. IN VENTED ATTIC ` -NUOUS 13CAD �-». t .= .i cvi�i�t'I� X 20 GA:GALV:STRAPPING BP field _L • :`= I 5. MAINTAIN AN OPENING SIZE OF THE VENT 1 �4 ,.._. :. t ! OI SEALANT ••`,t. t,a j= e Fr. -i INSULATION ,•�`. w TQ20 2 �. zr us+ ) t'L1'lvt�usl 6. EXTEND OVER ME TOP OF THE ATTIC IN AILING SHALL CONFORM 3/8 wood I» . structu I p 9Yp >Y'" f6R 2itlo , �Ii�'►'fIItNG 3' rt ��,; • p ra anal O.C.00 - R301.2(2) TO TAft B" S _ '�, •, continuous wallboard on ""•"" •r: �, � . �1 t.•. +� INS�'A�.'I��� , SOLID BLOCHI�G _-.. .. . height ENGINEERED JOISTS :' over wall interior ENGINE -" ;. : r: ... s` tl AT END OF BALCONFI _•.._.._._._.. .. :COMPONENT& CLADDING LOADS VRAP 1 i/a X 20 GA:GALS. . •�.. plates 8.0 Q:C . � :• - • 7i •" • � ', •i•�p '�- i LPI 56 SERIES 16"DEEP AT 12" O.C. Y7NDER SILL. Q •: :; `.i P F TRAPPING r a S S a, .`7` BOTH END •o a D AT a• � .� FRAME �<:: -JOISTS •• Panel exterior Panel interior .ter... 'DATE .. ,a •,� ; . _ ,.. / NOT -_ :� � . •. .:'STUD JOIST • . E h B2 f' •+3 .. W N D O W E L E 140 63 '"�....T�RIM I*oR 2x1OI S C H D U O I-JO(8T8:1i5r, t WFCM 3.4A.2"Standard�''Shear Wall ExPO• LI VENTILATION POSITIVE NEGATIVE MODEL# A� sc : �.� --- ': DETAIL AT REAR BALCONEY:: . WINDOW TYPE SIZE GHT A E .5. Svtlf# PRESSURE PRESSURE ~i �t,. Table$.4B Shear Walls resisting Uplift and Shear's - ' W17 a T 2 +� EGRESS (Prescriptive Alternative to Table 3.4} Exposure J B' . ndLrl�v �2Wx� 12•� r-I. _ r Wind Speed 3-second gust(mph) EGRESS 90 95 100 105 110 115 120 10 140 150 160 170 180 195 MT612 � o s See Figure 1.1 - u P r Panel Nailing f r I Top&Bottom of •' � __r. ' � �/8 -tiVood Struct ral Panel Shea Wall - � KOJ� W 1 '�' I4r . (J / `) S .{. / ,Q, R /y J fo EGRESS Requirements Requirements ,,3 0 • -- , \ _.` s N t� Nail Maximum Roof p ( ) N p I f Spacing • o ` :. �•I Sheathing Shear Wall Rows o � � } � y� Thickness Nailing Nails 'V� 11 -_ __ �� 7 16 OSB or 8 Common 14 4 ►� o - 1S/32"plywood Nails @ 4"panel 3 36 36 36 36 36 32 24 12 - - - - - - • • ~ O . •� with species of edge spacing and 6 36 36 36 36 36 32 24 12 - - - - - - , n i " s C620 EACH `'.�' Q E`•i U �� � .. x �..__... . - _ id edge 2 4 36 36 36 36 36 36 36 36 36 32 28 20 16 12 • ot t Q0.49 s adn 3 36 36 36 36 36 36 36 36 36 36 36 36 32 24 � � t1j 'r• ' O p: :d f � lily B - , ,- 4 V � + 7/16"OSB or sd Common Q 6 - - _ _ - - - - _ JACKPRO s I(1) 0 o i 0 ?► �,�� ;6 1 . 14• � ", _ �gf ' 15/32"plywo d ils @ 6"pane 1 4 36 36 36 36 36 32 24 12 JACK 87Up + - r with species f e e spacing an 3 36 36 36 36 36 36 36 36 28 20 16 12 - - (2)FULL ; O ; i 0 w plies having 2"field edge S 6 36 36 36 36 36 36 36 36 28 20 16 12HEIGHT 6605o�, . 4- bfoa G20.49 spacing 2 36 36 36 36 36 36 36 36 36 36 36 32 24 20 - 3 36 36 36 36 36 36 36 36 36 36 36 36 36 32 r a _ ... ! ► r� • b4 T� L�21 15/32"OSB or 10d Common 1. 4 36 36 36 36 36 36 28 20 12 I p-� - NaUs @ 6 panel i Plywood with edge spacing and 3 36 36 36 36 36 36 36 36 36 24 20 16 12 - O species of plies 6 36 36 36 36 36 36 36 36 36 24 20 16 12 - ` ! 12"field edge s 1 having Q0.49 2 4 36 36 36 36 36 36 36 36 36 36 36 36 32 24 /� � �s r spacing .�•• ••-- /� b `� +J t I ' 4 �- ��, '" �i � b; p 3 36 36 36 36 36 36 36 36 36 36 36 36 36 36 ! O ' w W�.. �• _..... .. _� ' See AWI NS1 Special Design Provisions for Wind and Seismic(SDPWS) for proper design and detailing of wood structural panels �a P \ .._ i uted to resist combined shear and uplift from wind. O j • C� 9 b� o lip 2 . '^ r ' ' Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to be multiplied by 1.08, J . but in no case shalt they exceed a span of 36 ft. r14 , s - '�+{ I Tabulated values for plywood assume plywood with a species of plies having a"specific rayst of 0.49 or greater.For plywood with ,`� 1 AA i . P Y P g Y A•) CJCAL�: N.T . � � �. / -2 & i �,„ A other species,multiply the tabulated maximum roof spans by 0.90. ' , �-. , ( 2 I ,C. i ;� •• _ EXTEND 1 'V" X 20 GA. GALV. c a ' r l.. structural pane overlap the top member of the double top plate and bottom plate by IY� and a single row of fasteners __....__._.._..___ _ .._._.._� _ shalt aced%"from the edge. STRAPPING UNTO STUD FACE''i Wood be placed � 9 THE HOUSE IS NOT LOCATED IN A HIGH WIND BORNE DEBRIS S Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1%".Rows of fasteners shall be Y:" � ., 12" MIN. REGION• THEREFORE THE GLASS FOR THE WINDOWS SHALL NOT apart with a minimum edge distance of A".Each row shall have nails at the specified spacing. BE RE UIRED TO CONFORM TO THE LARGE•MISSLE TEST ! ' - - WRAP 1 �" X 2u GA. GALS : T� Q _. .___..'. --- - , STRAPPING UNDER SILT, ASTME1886 AND E1996 " PLATE / 7 OF 10 . w•Y.. o.+ ._... - �'V.7R i'7a.M••RA/k."Wi�1•!�r�F�g�.•A+ .. .�:1 "�' iY,y^�'. rJIIt7,•„",n",,p4.''•'.,•''�4'1e111R;"''F?N,:••'. 'a' :Yi�^� ,�^'iA:c� 1; 'i.ri_r ..ri"F4e " i`y'x:.?�!:t^.:dXS"'![. - -- 01111110114 1 IF , ' .,, ,. ,. , . ... .,...... .... .•. .,...,..... ......,,,.. ,......,+ i . a<ueus: 1 a Sr;m ..,.I:•:4.!, . - I . - X- , t .. .-..... _..._ __. . ­1- . . ....- .. . . ... .. :.: o - .T ' ' W _ .:w I ia�tao�iY, _ ... ' + + . ...• .-.-_... aM3" a .Fs] � s.: i.Cin:ail.. tl=x"•Ca3T.st&;L: w ✓ i ;>ir-..,.mza•.. ....w.rx_.+ M .aa.♦:. wt wq..:c . .. ... _... .. .a . d r,.c.. . .r A . - l + :_1<. . ' . -e.` u+ .- suMawr.r•q.'M.t.vr.r.a."RHY. u -w ... . - . . _ - ___ sue. . �.: ° -�_ Table 3.SA Top and Bottom Plate to Stud Lateral Connections Exposure B Table 3.9A Rafter Ceilin Joist Heel Joint Connection Requirements 'All for Wind Loads (Prescriptive Alt Rafter/Ceiling to Table 3.9) q EXPOSURE E "B" 7 , - (Prescrip(ive Alternative to Table 3.5) . Table 3.1 Nailing Schedule 1 1 Roof live Load Ground Snow Load R301.1.1 ALTERNATIVE PROVISIONS Number of Number of i, Wind Speed 20 psf ' 30 psf SO psf 70 psf THE FOLLOWING REFERENCE STANDARD WA.S USED IN TI 117 DESIGN OF THE Joint Description Common Nails Box Nails Nail Spacing 3-second gust(mph) 90 95 100 10S 110 115 120 130 140 150 160 170 180 195 - _T t : ) Roof span(ft) . . STRUCTURE: ^: '; :'.;ROOF FRAMING . / (:see Figure 1.1) I ... . . .. ' . ' I . 12 24 36 12 24 36 12 24 36 12 24 36 i. - -'- - Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter " Stud �1 Ceilin Joist i 2 to To Plate To it '• . Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf)1 Rafter Ol8 WFCM g P ( e na ed) (see Table 3.4A) (see Table 3.4A) per joist Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connectioni,z'a'a's '! Ceiling Joist to Parallel Rafter(Face-nailed) (see Table 3.9A ' (in.) Spacing(in.) . "WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY ceiling Joist Laps over Partitions Face-nailed ) (see Table 3.9A) each lap 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 3 5 8 3 6 9 5 9 13 6 12 17 P ( ) (see Table 3.9A) (see Table 3.9A) each lap .. DWELLINGS 2018 EDITION" Collar Tie to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) per tie 2 2 2 2 2 2 2 2 2 4 7 10 a 8 12 6 12 17 8 15 23 _ - - Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 10 2 2 2� 2 r- 2 t r, ( ) 2-16d 3- T• I s '4 ;„ t x D.1 Rim Board to Rafter End-nailed i6d a--ia:a.C'" `Y^').:;..�;=_ •-.;a ;c� ^-,Y, - ,. '•,?.•e,v:,:t�"-` 3a .F. Y - ,,3,w.. :e .r : '"° ,fin ,t..f ,os,.� .,�, +f 7? zg,, `ev .' i 3u2 .r,'L =c :.:2. .. ,:2. 4 21 9 18 27e ch end '• ; 2: 2 2,:,. 2 2r".. r r K.. a 8 12 5 1 14 7 1;:1?:.•±., ,1,! Fzac ::7iis4;, -r.k %:Ya:�.:':'yas ;`:S "±• d.. 3. Y $.',- _,, yx:' �. : �,. f,. ABLE R3 9 4. x::' P. ' k, :� ��' -'s>. a.« 4•,�.• WALL M.� v. ":kw FRAMING;,:, ; r .:= }+:. :art:.y``<:'++ _ 01,,''t is":, .I,T Fri^ �" ;t.. ° 1v..};n .�:'l. >'k'' :,: (?A**, „'LL, .;�.,�< ,.,. k-a,,,:r x.,, �,,,,.,. •.,,. ';2,.,;.:, :�� .�> .,� ,, 12 23 34 -' . 2. 2=,;.;,r.. 2': z... - 24 5 10 15 6 12 18 9 17 26 1 ,x� 'a .,.. wy. �- ;� To Plat To P H e to la A�'' F''ti's" � to (Face-nailed)- �'� < } 2-16d r 2-16d ,,-'.. -frs�• .2- foot `i2 zr a 7 o E IA;�: :i2: :s 5 7 T R_�: �•:,, :; .,,.2b.{.. ,2«�,=: 'N�a,:,= ��'..;. -'_c;�.".�,>.; rb 12 3 4 6 3 CLI TIC ANIa GEOGR♦4PHIC DESIGN CRI ��v"a~..usz.'!:�:�'�[.':1i8c1x.C.." a1�. i reau•'r...cb.:[_�r��'u,::.,n+n:.u7�s..z.:*:s''€��,:<;... ''i'.w,.�: ,.ts._:{�.i'�,:n,:�-u:3:�'i:,,.1�.,!n5;s:�.i � � , Top Plates at intersections (Face-nailed) 4-16d S-16d joints-each side Stud to Stud {Face-nailed) 2-16d 2.16d 24"o.c. I - 4:22 1. 3 $ 8 3 6 9 5 9 13 6 12 17 Header to Header Face-nailed 16d 16d 16"o.c.along edges t 18 2 2 - 2 2 2 2 2 2 2 2 2 2 3 3 20' 2 2 2 2 2 2 2 2 2 2 2 3 3 3 19.2 3 6 9 4 7 11 6 11 16 7 14 21 ( 1 2 2 2 2 2 2 2 2 2 2 2 2 2 24 4 8 11 5 9 13 7 13 19 9 17 26 GROUND SNOW LOAD=25 LBS./ FT.2 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 . R301.2 5 Top or Bottom Plate to Stud (End-nailed) (see Table 3.SA 12 3 3 5 3 4 6 3 6 8 4 7 11 ( ) ) (see Table 3.SA) per stud �ti -• w.,a ':r'" ""�"+ Bottom Plate to Floor oast B 1 t•z t•z :, sa asg r.: , ? a ,'r n"€_;T] .,r. :,>': ;.._, 1 , andjoist,Endjoist 2 6d -e ,: �. �1,.. z" N y�g• 216d erfoot .. : :. 2, r .2z: ..2+, ,E„ G .Y, ..;r.Y: 1..:s: ''?:•rdil y.i.: -.,» ,v „n..I :2. �f> F n.,. '.a< - -i r, s su o Blotkin F Fr'r 'x >:z 4 nailed a 7 11 I B •<_ s.: a 3 5 D IGN SPEED 130 58 iPI t::�. �:, a -�:,� ' 16 3 6 7 WIND ES A t:F t� }. ^i„ ,.145�Nt' Y' C �: t 6 11 1 3� `� 13 a: �-'�' 3 6 9 5 'FLO R F M,:5'� .:a`" 7' 1 .2 3 5 7 D RA 1�. :r-w K G R301.2 4 A,3 rh. - v .e ��, z .�rv'2'� 2r`ta, ..2 ;�`,,- to. ,.;.c,:�::'r,:,;ir'.F'�ai ) Ja 6i . r`' # ` ems' 2 .'``"t2a: 2s �.-� s daa i'i ...� ,a acd �.r 24 3 6 9 4 7 11 6 11 16 7 14 21 Joist to Sill, lop Piate or Girder(Toe-nailed) 4-8d 4-10d per joist TOPOGRAPHIC EFFECTS = NO Bridging to Joist(Toe-nailed) 2-8d 2-10d each end 18 2 2 2 2 2 2 2 2 2 3 3 3 4 4 12 3 3 4 3 3 4 3 4 6 3 5 8 Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 20 2 2 2 2 2 2 2 2 2 3 3 3 4 S / R301.2.1.5 i t 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 (: 3 3 5 3 \4 ) 5 3 5 8 4 7 10 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block . 7:12 10 2 2 2 2 2 2 2 2 2 2 3 3 i P,3 4 1 .2 3 4 5 3 4 6 3 6 9 4 8 12 SPECIAL WIND REGION = N O Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist -- :5a r,,a:,>, n t Joist on Ledger ..;y,,.. - .a'^r,.-:3'*-'",�stancc.: '??g"+_ a,`y.,,-"'4.�`.� _ '?,z. `r,'A!s``: i,' "q:c` >p;: .�', :'�,�;s'x, 4: -A, .? _• - ,r.. € S 4 8 11 5 10 15 B to Beam(Toe-nailed) 3-8d 3-10d �• p: a.� 4 4 24 3 5 7 3 5 8 per joist ,� ^.��,:.x, • 2. 2.1 5 z> 3. ,t R301. y: :'1 s2:�, 2r. F s r - .�, `°• Ban fCD j �'��'.' .'s �;�, a='a--_.. ,:�='. d Jo Joist to Joist J t En>..e• r_� z=::r�':r' -T. d-nailed fi 3 d".w,. ) 4- ;.t,.;a � ��'. l6d - a7' ��`� - e OISt a;s, p.r., 3 12 3 3 " ,7 . ; .2' ( 2 _ s Zr ia: : Band, Joist to it r fix' 4. ,>- �s �,<�;ctk �:;x�' ..�,k. • �i p ,,; rr s. t Sill o To Plate Toe-nailed 2.1 d 24 a° � < s4 p 6 t�' �:' ) 3-1 - �,�:>• �. ,1 REGION ZONE N_. BORNE DEBRIS RIi. O per foot a IND ORN S e foot - .z:' „fig cif:. �:t. .t;:'`` 14= .:ey,.e� ,.r.- '6'.. l . : i:q'`5. i; r« '1::a.`' .o> ,"4,„ '' '.i.. ,3. x„3.>..,r p 16 3 3 4 3 3 4 3 4 61. .._ ''• .. ._._ � iittt�"6:£"�:c.'`�._ �`i`�> r ��:' sc2m';;:.�'2Y�t�a�i:x �s'�",..�J.,,ti„<.;cs��c c 3,'c: r�a,:'<:Ys...... 18 2 2 2 2 2 2 z 3 3 a 4 5 5 6 19.2 3 3 4 3 4 5 3 5 7 3 6 9 ROOF SHEATHING R301.2.1.2.1 Wood Structural Panels r� . 20 2 2 2 2 2 2 3 3 A 4 5 5 6 7 24 3 4 5 3 4 6 3 6 9 4 8 12 ... SEISMIC DESIGN CATEGORY="B" Diagonal Board Sheathing 8d lod (see Table 3.30j &_4 1 Prescriptive limits are based on assumptions in Table 3.5. 12 3 3 3 3 3 3 3 3 4 3 3 5 R301.2.2.1 1"x6"or 1"x8" 2-Sd 2-30d persupport 16 3 3 3 3 3 3 3 3 5 3 4 6 a r 1"x10"or wider 3-8d 3-10d per support • ` a 11 (:D WEATHERING CATEGORY FOR CONCRETE EXPOSUR =SEV ERE CEILING SHEATHING I 1 3 3 3 3 4 3 4 6 3 5 7 .i.• R301.2 3 Gypsum Wallboard 5d coolers Sd coolers 7"edge/10"field rr�� - i 24 3 3 4 3 3 5 3 5 7 3 6 9 ( ) V 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to :. FROST LINE DEPTH =3'-0". WALLSHEATHING ] '•* . i resist the applied loads. ` R301 2((1 Wood Structural Panels 8d l0d (see Table 3.11) 4 ! l ) Structural Fiberboard Panels j , 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint . h . - connection requirements shall be permitted to be reduced proportionally to the reduction in span. R403.1(1.) , 1/2" 11 ga,galy. roofing nail 3"edge/6"field 9 t TERMITE=MODERATE TO H E�►VY (0.12o"xi-i/z"long x 7/16"head) • • x Z ,l 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. "v' 25/32" 11 ga.gaty, roofing nail 3"edge/6"field E"'i w y4 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. ; R3Q1.2(fi) (0.220"x1-3/4"long x 3/8"head) T• 1 " '�! 1 1 s V - 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. ' WINTER DESIGN TEMP.=41 o F Gypsum wallboard sd coolers sd coolers 7"edge/10"field V 2 Q i 4 "" ; u - Hardboard - Ex ®J' u re B When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint :1 R3Q1.2(i) ISOLINES 97 '/2% WINTER DESIGN TE,'1 P. 8d 8d (see Table 3.11) M � "' Tablle 3.i5 Minimum Attic Floor/Ceiling Length When Bracing p connection requirements shall be increased by the following factors: Particleboard Panels sd 8d (see manufacturer) W }..4 Q - Gable Endwall for Wind Loads Ceiling Height/Top ICE BARRIER UNDERLAYMENT =YES Diagonal Board Sheathing + 04 It • 1. • Heel Joint Connection R905.1.2 R905.4.3.1 R945.5.3.1 R90>.b.3.1 R90S.7.3.1 I2905.8.3.1 i"x6"or i"xs" z-8d 2-Ion per support w Go I L.� Plate-to-Roof Ridge 1"x10"or wider 3-8d 3-10d per support 1 It% Height(Hc/Hn) Adjustment Pactors ' FLOOD HAZARD=NO . .. 1.Wind Speed I- 3-second gust(mph) 90 95 100 305 110 115 120 13 140 50 160 170 180 195 Ha P PP t�i1. t FLOOR SHEATHING 0 ♦� rT�� Cn _ (See Figure 1.1) T T 1/2 2.00 AIR FREEZING INDEX= 1500 O R LESS t wood Structural Panels i�j Q1 M•i }}qt .z. He 1/3 1.50 1"or less 8d 10d 6"edge/12"field {t w Assemblies Roof Pitch Roof Span(ft) Length of Ceiling Diaphragm(ft)'' ; R403.3(2) measured er endicularto ableendwall 1/4 1.33 _ i Sheathing Grade:Sheathing an iz 4 a 4 4 4 4 4 4 a 4 4 4 a a MEAN ANNUAL TEMP.=PAT(.'11 O GUIs 2N = 51 o 1; greater t an 1 30d 16d 6"edge/12"field 1/5 1.25 � � Diagonal Board Sheathing Single-Floor 1.5:12-3:12 24 8 8 s a s a s s s a s s e s 1/6 1.20 : .STATION #3064.11 : 1"x6"or win 2-8d 2-I0d 36 12 12 12 12 12 12 12 12 12 12 12 12 12 13 1"x10"or wider per support 1/10 1.11 , i 3-8d 3-10d per support Attic floor or Ceiling Diaphragm 12 4 4 4 4 4 4 4 4 4 4 4 4 4 4 NATIONAL CLIMATIC DATA CENTER I Nailing requirements are based on wall sheathing Walled 6 inches on-center at the panel edge.Alternative nailing schedules shall Bracing Gable Endwall 4:12 24 8 8 8 8 8 8 8 8 8 8 8 8 8 9 o Ridge) Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of AIR FREEZING INDEX-USA�1 ETI�OD be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed 3lnches on-center at the panel edge to I (Wind Parallelt g ) 36 12 12 12 12 12 12 12 12 12 12 12 12 12 14 obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be ��• ]2 a a a a a a a a a a 4 a a S the top plate-to-roof ridge height,Ha,or when Ht is greater than 2 feet and may require additional consideration. z 1' Tributary Area of 5:12 2a 8 8 8 8 8 8 8 8 8 8 8 8 8 9 Copyright©American Wood Council.Downloaded/printed pursuant to License Agreement.No reproduction or transfer authorized. BASE 320E continuous over connected members, he tabulated number of nails shall b permitted t b reduced t , " - o be uce o __--. .. use to maintain the load path i. TriCeiling to Diaphragm 36 12 12 12 12 12 12 12 12 12 12 12 12 12 14 AMERICAN WOOD COUNCIL I When wall sheathing is rs t e e __ ' l 1 16d nail per foot. 12 a 4 4 4 a 4 4 4 4 4 a 4 4 5 Copyright O American Wood Council.Downloaded/printed Agreement.No reproduction or transfer authorized. 6:12 24 8 8 8 8 8 8 8 8 8 8 8 8 8 9 AMERICAN WOOD COUNCIL -- t ` _ d/printed pursuant to License A re re r . 36 12 12 12 12 12 12 12 12 12 12 12 12 13 iS i " M F,n 12 4 4 a a 4 4 4 a a a 4 a • a 5 Table 3.2C Sill or Bottom Plate to Foundation Connections Exposure B ti '..._.. ,1 7:12 24 8 8 8 $ 8 8 8 8 8 8 8 $ 8 10 ry �p����� ` g p ii " "` 36 12 12 12 12 12 12 12 12 12 12 12 12 14 16 Tabie 3.i0A Roof Sheathin Attachment Re uirements for Wind Anchor Bolts)Resisting Uplift Loads from Wind Z M �� 4 4 4 4 a 4 4 a 4 4 4 4 s Loads (7/16", PANEL SG=0.50) '(Prescriptive Alternative to Table 3.2) Table 3.28 Hip and Valley Beam Sizes 0�' 8:12 24 8 8 8 8 8 8 8 8 8 8 8 8 9 10 12 12 12 12 12 12 12 12 12 12 13 14 17 (Prescriptive Alternative to Table 3.10) Wind Speed 3-second gust(mph) Lou 1 o IN* � l I 12 4 a 4 4 4 4 a 4 4 4 4 4 4 5 90 95 100 105 110 115 120 1 0 140 50 160 170 180 195 V See Figure 1.1 �1 9:12 24 8 8 8 8 8 8 8 8 8 8 8 8 9 10 r l �' ! 36 12 12 12 12 22 12 ]2 12 12 12 12 13 15 17 Wind Speed 3-second gust(mph) Sill or Bottom Plate to Plate foundation Roof Live Load Ground Snow Load U O O . 1 12 4 4 4 4 4 4 4 4 4 4 4 4 4 5 90 95 100 105 110 115 120 130 140 ]50 160 170 18 Foundation 195 1z I (See Figure 1.1) foundation Anchor Bolt Maximum Anchor Bolt Spacing(in.)' 20 psf 30 psf 50 psf 70 psf W Connection Resisting Size Supporting i Roof Dead Load !� ]0:12 2a 8 8 8 8 8 8 8 8 8 8 8 8 9 11 STRUCTURat SHEATH( a Hip or Valle Beam 10 psf 20 psf 10 psf 20 sf 10 psf 20 psf 10 psf 20 psf•• �) 36 12 12 12 12 12 12 12 12 12 Sz 12 14 15 18 )i . i 12 4 4 4 4 4 4 4 4 4 4 4 4 4 5 8 En Zones y P p '� 11:12 24 8 8 8 8 8 8 8 8 8 8 8 8 9 31 I _ E F E F E F E F E f E F E F E F E f E F E F f f E F E F ; P P P P � _____.,,- 36 12 iz 12 12 i2 12 12 iz 12 12 13 is 16 19 Rafter/Truss 2x4 1-3 stories 72 72 72 72 72 72 71 57 43 35 30 27 24 22 Horizontal Hip or Interior Zones i /. ` R } ;i 4 4 a 4 a 4 a a a a a 4 4 5 Framing Rafter/Truss Span Valley Area Hip and Valley Beam Size I j._ tw;,,'; � Sheathing Locations Maximum Nail Spacing for Sd Common Nails,or]Od Box Nails(inches,o.c.)2�0 1-3 stories 72 72 72 72 72 72 72 66 50 41 35 31 28 26 ft-in. ft x ft ',`, C-'',? , 12:12 24 8 8 8 8 8 8 8 8 8 8 8 9 10 1] 1 Specific Spacing(in.) Uplift Loads 3i 8 End Zones i . ,i 12 12 12 12 12 12 12 12 1 12 13 15 17 20 Gravity,G 5-8 4 x 4 1-2x6 1-2x6 1-2X6 1-2x6 1-2x6 1-2X6 1-2x6 6 `� • i2 4 a 4 4 5 5 5 6 7 8 9 10 11 13 ) 1-3 stories 72 72 72 72 72 72 72 68 51 42 36 32 29 26 �'' Gypsum 12 6 ]2 6 ]2 b •12 6 12 6 ]2 6 12 6 12 b 22 6 12 6 12 6 12 6 6 6 6 b 6 2x6 ; 8-6 6 X 6 1 2x6 1-2x6 1-2X6 2-2x6 2 2X6 2 2x6 2-2x6 2 2x6 ,; I Interior Zo ' 11-4 8'x 8' 2-2x6 2-2x8 2-2x6 2-2x8 2-2x8 2-2x10 2-2x10 2-2x10 P Ceiling Diaphragm 1.S:12-3:12 24 8 8 8 8 9 9 10 ]2 14 ]6 18 20 23 26 { 16 6 12 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 - - BracingGable Endwall 36 12 12 12 12 13 25 ]6 19 22 25 2s 32 35 41, 0.49 19.2 6 12 6 12 6 12 6 1Z 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 1-3 stories 72 72 72 72 72 72 72 72 60 49 42 37 34 31 . i) _,.- ' a 12 a 4 4 4 5 5 5 6 7 8 9 10 12 14 24 6 12 6 12 6 12 6 '12 6 1Z 6 6 6 6 6 5 6 6 &ceedsa dtyoi7/16'sheatAir}g' 14-2 10 x 10 2-2x8 2 2X10 2 2X10 2-2X12 2-2X12 3-2X10 3-2x12 3 2X12 ... - k .,,,", _4 ...-- , .._.._.--• - (Wind Parallel to Ride) 4:12 24 g 8 8 8 9 10 11 12 14 16 19 21 23 27 i Perimeter Edge Zone 12 6 12 6 12 6 ]2 6 12 6 12 6 12 6 12 fi 12 6 6 6 6 6 6 6 6 4 4 " 17-0 12'X 12' 2-2x12 3-2X10 3-2x10 3 2x12 3-2x12 4 2x12 4-2x12 =:.. 36 12 12 12 13 14 16 17 20 23 26 30 33 37 44 s - - - - Tributary Area of 12 4 4 4 4 5 5 6 6 7 8 10 11 12 14 0.42 lb 6 22 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 4 4 4 4 4 4 14'X 14' 3-2X12 4 2X12 4-2X12 f f l 8 Diaphragm 5:12 24 8 8 8 9 9 10 11 13 15 17 19 22 24 29 y 1 6 12 6 22 6 ]2 6 12 6 12 6 b 6 b 6 6 b 4 4 4 4 4 4 4 4 ) 19-10 - _ - - _ �(,� 22-8 16'x 16' 4-2x12 Ceiling Dia hra m i 24 6 12 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 "Exceedsapacityofl/ib"sheatSine11 �i 1 t g Tabulated sizes are based on the lowest Fe and E for#2 Grade Douglas Fir-Larch,Hem-Fir,Southern Pine,and Spruce-Pine-Fir. 36 12 12 13 14 15 15 18 21 24 28 31 35 40 46 - --�, __ _. 12 4 4 4 4 5 5 6 7 8 9 10 11 ]2 14 12 6 12 6 12 b 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 ( 2 Tabulated sizes are checked for live load deflection only. 6:12 24 8 8 8 9 10 11 12 13 16 18 20 23 25 30 1: 0 49 16 6 12 6 12 '6 12 6 12 6 12 b 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 36 12 12 13 15 16 17 19 22 25 29 33 37 42 49 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 fi 6 6 6 6 6 6 6 6 6 6 6 'ki ,' ` P"', r, 12 4 4 4 S 5 5 6 7 8 9 10 11 12 14 a '"k ,.,"•-,.�it p� Table A-3 6 Ridge Tension Strap Connection Requirements for Exposure B 0 ' 7:12 24 8 8 8 9 SO 11 12 14 16 18 21 24 26 31 PerlmeterEdgeZone 24 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 ', �F"�a'a` .716`,+;itii.difi :;tS:;., I g 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 a . Wind Ridgelines Valley Beam 0 36 12 13 14 15 17 18 20 23 27 31 35 39 44 51 16 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 4 4 4 4 4 4 is �" 12 4 4 4 5 5 5 6 7 8 9 10 11 13 25 042 ..- :t'_ (Prescriptive Alternative to Table 3.6) Hip Area t 19. 6 12 6 12 6 12 6 12 6 12 6 6 6 6 b 6 4 4 4 4 4 4 4 4 ,`??:,<<'"+.. `. 8:12 24 8 8 9 10 Si 11 12 14 17 19 22 24 27 3z 24 6 12 6 6 6 6 6 6 6 6 6 6 6 6 6 6 a a � �'ESgeedsc pad4ii; ;iis�sshss i; ``x,-`:' �_ Dead Load Assumptions:Roof Assembly DL=10 psf _ ' [�] . (' 36 12 13 15 ]6 17 19 2] 24 28 32 36 41 46 54 Gable Endwall Rake or Day 6 [�6 6 6 fi 6 6 6 6 6 6 6 A a12 4 4 4 5 5 6 6 7 8 9 10 12 13 15 : Rake Truss with up to Wind speed.. 9:12 24 8 8 9 10 11 12 13 15 17 20 22 25 28 33 9"RakeOverhan 0.42 . 6 6 6 6 5 6 6 6 4 4 4 3 3 3-second gust(mph) 90 95 100 105 110 1i5 120 130 140 150 160 170 180 19S \1 - a 36 12 14 15 17 18 20 22 25 29 34 38 43 48 56 BOARD SHEATHING (See Figure 1.1) 1Y III 12 4 4 4 5 5 6 6 7 8 9 11 12 13 25 Roof span t,zs,ess,T °r `' %„F,t,;;'4;5 °;'>"'=,`��:.J,J ' ' _ yA.-}d^'z,. v .3:; %,$ ,:'31R`:ty;I. .._,:S.,p,r�*.';.i"r.,^i<i� .:t-,1,.;R'rxN ]0:12 24 8 9 9 30 11 12 13 15 18 20 23 26 29 34 Roof pitch Number of 8d Common Nails or!Od Box Nails in each of i-1 4"Strap ;'s. Yy i� Rafter/Truss s ft / p t * , it 23 26 31 35 40 45 50 59 Sheathing Size Minimum Number of 8d Common Nails Per Support qq x yk,4 1�,, i'"s 36 13 14 16 17 19 21 Spacing(in.) 12 1 1 1 1 1 1 1 2 2 2 2 3 3 4 1,s=; '; ;+ rj j5 is ti:0 4;�h'°' :Ii-trMi\ 3' '".> ' ;:`:.; ;,,w;;;, •;..f, �� r:`T:+4' t'r:i,'+2 4: 87' 4 Y'at,2A.n:6::=.��.,. ,;q;.q!`� ', .``:.��..r,n7��,I,F.'y..^'✓p"�,=,'iY,;rv'.,-6'':.:'i HIr� Beam 12 4 4 4 5 5 6 6 7 8 9 11 12 13 16 16 1 1 1 i 1 1 2 2 3 3 4 4 S ? E3<•} *".;a,. Y' I k - kt;, };. `j �' i w )- p S ix6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 9 10 11 12 13 14 16 18 2 1 24 27 30 3 : .;: ,:'- :... . 4"`it.,xr a.�.. k 11.12 3 3 3 to Sr+: { 3 3 3 ,. 1.,..- . .,1 .1..::'<. z•, ,, ,".2"; ..'2,:'•~":::2..:' , .3:. .:;3.:.: „q.'` 4. 5 6:';.'. r ti, ,. „ ! 12-19.2 3 3 3 3 3 3 lr.:,, _ rare : g. _ } .•,L•w. E :::- ix10 or Jar er Sheathing :;•.,:.,. ,•,...,.::' l� r 1. ;:.,` K „y 16 24 2 36 41 47 52 61 -,;, � ;= "a 1 ^;�x.7 b 36 :.rxe 'd 1 1.3. 2 2�'.':` S rd a it n anel ed es s. it v N { 14 16 Na aci at ~4.,11 1 2 E s .,�'. 8 10 B ( ) r 6 7 8 p '�r. as '�'`4 S 6 - 5 1�4 rr��`� r , r'is ri''?' • - m h an (field m. 2. ;: :�'. .. ,, H 8 31 36 - Natl s aan at intermediate su orts t e e ( ) '•� '11 2 13 14 16 19 22 25 2 f P B PP p •• •- > • - r� y�`'-'� 'F ��°w 12:12 24 9 10 1 �;. ' ,, :F: t;:y ly*:,.,t"; ,c:'Fx'. ,xtd' a".,';''i",y '. - t hment re uirements 32 1 1 2 2 2 2 3 3 4 5 6 7 c t: :;-;, ?i''• - r=-- K. •:-•17 19 21 23 24 29 33 38 43 49 54 64 roof hea hln within 4 feet of the erimeter ed a of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter edge lone attac q36 16 1 For s t g P B s±k .,4 r,, wt t ,, ,,'z�` ,a ..., :.5 _,,'i` A 36 1 1 2 2 2 3 3 4 S 6 6 - a O See footnotes 1-4. shall be used. I _ tal. 12 1 1 1 1 1 1 1 1 2 2 2 2 s,:;::,,,,i>ir<: ,w;..€>,.,,t,: =i� .. _ F�1 2 For winds speeds greater than 130 mph,blocking is required which transfers lateral load to two additional joists(3 joists to ) 3 3 p , ,. �'�gy•1.t1 ;' ,r.Y53 ?"�3 k,.t-�,;>�:;:.:T'�.t'- � azi. `^,5�{.,e .�,�•f,;;`+`- 16 ;e x r fas crier rid sheath combs a o s ,:'i 1 1 1 1 1 1 1 2 2 2 3 3 3 4 " i R �d 3 See Table 3.10 for othe t a g r a - yy h c - .. .. _ ... , ':is •.a, _ ID II n ht or galvanized).. o . . 1 -: 1 .. •,- .1. , . i, 2 2.. d box Wads area applicable to carbon steel nails s b g ) d Tabulated values for 8d common and 10 pp (bright � ' .,�;: :. 4.12 24 .`.>.,.,... 1.>,. i, '. 1'. 2 .: ..,..2, :> 2.,, :I. ,,; 3;,'. 4 .4' S i6.. y, Y...,.,,- .., <,1. ,, p :i 2S 1 :=<1: 1: . 2:1,. ;?1.. `2•; :2:: 3. " ;3 4. 4 5 6 7 U - Table 3.16A1 Roof(Diaphragm Limits for Wind 1 Exposure B . 32.: is '1' .:.'.is-'' .i 2. rt:.2 Z•;•: .2 3 L :' 4: :...` 4 S :`."6 : 6 ,. I \_Valley Area Hip Jacks O W " I (Applicable to All Roof Slopes with and without Roof Irregularities) All Slopes 36 1 1 1 2 2 Z 3 3 4 S S 6 7 cv - ::j 12 1 1 1 1 1 1 1 1 1 2 2 2 2 3 �is 1 1 1 ' 1 1 1 1 1 2 2 2 2 3 3 . Wind Speed _-.. _ . . . 20 . ,.,: .1iv: 1 '.. ; I. 1':,%- ';.:1'.;.- •`,;1.'.:' � T ,; �2 2 2. 3 3 3 . 4 Valley Jacks � r..q 3-second gust(mph) 90 95 100 105 130 1is 120 130 140 150 160 170 180 195 5:12 2a :'i a�.:, :,i'1 ''. 1 I. 1:. ,: %1,: '.,..1 ^:> ',;2.;`` ' 2 . 2 .3 3 ': 3:, 4„ 5' . 2 9 I� V-' .. (See figure 1.1) f - .28 1 '� 1 d 1.'`z ,.1 ' Z 2 2 3 3 3' 4 4 ' '5 N O • Table 3.11 Wall Sheathing and Cladding Attachment Exposure B 32 1 1 1 1 2 2 2 2 3 3 a 4 5 6 t� Maximum Top Roof p - _ �_.,___,_ _. _ _ W* Roof Diaphragm Length(ft)s - ,,..__,- ...,__ -- 0� ^ • Plate to Ridge Diaphragm i Requirements for Wind Loads 36 1 1 1 2 2 2 2 3 3 4 4 5 6 7 -- O 1-j rA Helght(ft) Width(ft : Min Mlax Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Max Min Maxi 12 1 1 1 1 1 1 1 1 1 1 2 2 2 2 Table 3.4A Rafter and/or Ceiling Joist to Top Plato lateral and Exposure �{ 12 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 3S 4 31 5 28 6 24 i' Wind Speed 36 1 1 1 1 1 1 1 1 2 2 2 2 3 3 Shear Connection Re(rlllr@merits �' r-ol1.. O 8 6 47 6 42 6 37 7 32 .20.`,. :< .: .:.. ;.1' . ' l; .'1;;; i 1_' : ; ;1 ri ',;.:,2 2: ,2 2 ., 3 '", 3 4 .. 16 6 48 6 48 6 48 6 48 6 48 6 48 6 48 6 48 6 48 6 4 3-second gust - t 170 80 195 ' ,. :.. - - .� . ,y 140 1so 160 1 •.-;: ,a>..._ (Prescriptive Alternative to Table 7, n r Z r 9S 100 105 110 115 120 13 - a 9p p .3.4) -r, c- s r ,r ,,< <- ti. 3 4.. 4 4�• v. x a _�_.,....._..__ .. "' z - - W. . =sat' - ' - 7 7 --- "v.. ,;r�, ;'�.. s •;,'f :ate �-�•�';- a.. h6.° '£. n. e h --- ~ + m �< --s I .. v c P A 7 b:h ��,.. it� !•.k ',�. f R+ '� ,k•r' 7, K. 1> 4 a s r '> 9 6 1' .1.'- "lµ Iu 1':: t, i': •. $" $: wr 8. 3"' 8 ���y .a� i' � •, �. M See Fi ure 1.1 ,s, :� .. 3 'k Y �f� j_ >ti 1�-`' i *r" .�7.".� L ,1 W� 3 4 4 S 5.%� P 2 l�2 0.. 0 D �! 1 1 1 1 '0 �0• '8 �0-.fl'r �• F STRUC7URALSHEAT G i 700 f Wind Speed I 32 1] E:0 11 80 11 80 it 80> 11 80 11 80 11 80 11 80 11 80 Y11 80 11 80 11 80 12 75 14 64 t 36 1 1 1 1 2 2 2 2 3 3 4 4 5 6 y ' p d �- 36 12 E10 12 80 12 so 12 80 12 80 12 so 12 80 12 80 12 80 12 80 12 80 22 80 14 so 16 72 + E F E F E F E f E F E F E F E F E f E F E F E F E F E F 12 1 1 1 1 1 i 1 1 1 2 2 2 2 3-second gust(mph) 110 115 120 130 140 150 160 170 180 195 I ] t�j 12 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 33 5 28 5 25 6 22 6 20 7 17 ` ��ttse// g Sheathin Location Stud Spacing Maximum Nails Spacing for 8d Common Nails or 10d Box Nails(inches,o.c.)z'` 20 1�: .1 --•''1'' 1 1 " 1'` - 1` _02 . 2 ` 2. 3 3 3 Rafter/Ceiling Joist Wall Number of Sd Co on Nails or 10d Box Nails(T ) � W t 16 6 48 6 48 6 48 6 48 6 48 6 48 6 48 6 48 6 44 6 38 7 33 8 30 8 26 10 22 I' g s p g .,, ,, _. -r. } »M'g «= (inches,o.c.) 1• Height roenailed �( C<'=' O j`�.`^1 saw r a -` � :Z;.;' g-' 1�. A' 9 "1` in in..v 'c• >Y ::vim. t,3 s 60`:�' S i :;.-'�T '.�.60--. 60,n :2':,<•.:� �: `60�'::: �„>.,.-- g( Re ui e i-:°20. t} r .6a "�. ;•'�. - 4 -2 2''" 2 2 3 3 t 7=., 12:1 1 1 E. - �f t•b' 7a2 1' ::.1 ach Rafter,' ,�" .ut . , �� and or Ce' i o•, , q To Plate e {* r ..fie: - (i �/ -3� �- .'.. 2 6 12 6--,�'l �` 4`' 12 6 1 s: n• t>h'' f 2 12 6,.,' 6 12 6 ft.n '.`�. 12 6 12 r '. w . Z 92 2 '' �t s 10 �•.r�, 3. .r 4 ` e 3 3 3 4 =h„ vy...:inn ;: Y= S^ =� S 2 6 12 - C 12 6 12 6 1 8 �� 12 6.ti si "� 1 6 12 r. 2 12 6� �p/�- r' ,d 2 12 6 1 6'�. •� �.. h 1 6 F. � � rio 0 12 6 12 6 In a r2 ne 6�. t 16 x �} -80. lA o .air 1�:rs 8,.80s � ' r .�i,„.._,�u....,m. ".:1���. �', a.,,�' w��'�v d�.a�fi"-.:kt,-..f�:>1�,.�:�.t'u1 Wr�9�i`'w.w.�:r...a.�`.:'s' w4>�'.: :z�. 32 1 � 1. .1-� 1 2 2 2 2 3 3 3 a 4 5 1 2 3 3 3 3 t+�l 1 11 80 11 80 11 80 11 80 11 80 11 80 ]3 80 11 80 12 77 13 67 +15 a 60 16 53 19 45 I 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 12 6 12 6 12 6 6 6 6 6 6 12 3 3 1 36 12 80 12 80 12 80 12 80 12 80 12 80 12 80 12 80 12 80 13 SD 15 76 16 67 18 60 21 51 '' - 36 1 1 1 2 2 2 2 2 3 3 4 4 5 6 12 6 12 6 12 6 1112 6 12 6 12 6 12 6 12 6 12 6 2 6 12 6 1121 6 12 6 1121 6 112 1 1 2 2 J. 2 3 3 3 3 3 1 12 4 36 4 36 4 36 4 36 4 36 4 36 4 35 4 29 5 25 6 22 6 19 7 17 8 15 9 13 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. Perimeter Ed a tone Q 6 12 6 12 6 2 6 12 6 12 6 12 6 12 6 1 6 12 12 6 12 6 12 6 12 6 6 168 2 2 ) 3 3 3 3 3 3 316 6 48 6 1. 6 48 6 48 6 48 6 48 6 46 6 39 7 34 7 29 8 26 9 23 30 20 12 17 g2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x 10 psf=6 psf). 10 2 2 ,.v.o xa+• ,,.,_ .W. ro .: h E.r:.,s . . � w 16,' m: »x saws a c'"M:4. -,w,.^ 1 12 6 12 6 6 6 6 6 6 6 6 ' 3 3 3 3..t.rra. ............,,•tr., -,:.,Y"-,:....,,e,::...+;. .-r-. .4" N. -11 ,, `4_}. -`.Y"�". _ ..s - ,F, i ^==.r .,. > - 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 2 3 4 t... . 0.. '.7 60.: 7 ,. ..60 7 60•.,. a7. ,_W, ,,� 9� n Q .,i n d I i I h ul t dv luesb the 0•"4, ;;7:::', •60,a 7 64 . 7.>. ,,'.§. + �,,x sM s'... s:-: ,;�. ,_ 3 Tabulated connection re uirements are based on a 12 inch rid a stra s acin for differe t ri a stra s acin ,mu t t e tab a e a 2 >r t, q g. E,., rl rh,, t: ,.•i. s,.:•f ._;..,, t �,,V., "i .t q B p p g, B p P B p Y Y ...ps .,.,._- T`..' .'u" .t;. r.a. ++��.. "ii^:b- •i..; ::'„ .k. > `i.,-e•v-- 1 t ��Q�C t. r' a,:'t n h a 3 x a t =' T L=• 2 4 5' ;' ..:i nz;' ..r 14: G;'' S 5 1s .z s:,. ,.viz `a. .:.. `:7 s:, s, 72 ' '. 4.`:.. b „�''• 1,. '''' BOARD SHEATHING or LAP SIDING _ multiplier below: 24 1. -ice';>; 'z a !�4F:rnh,lM �., - :: -ii ,;.: >,�•z,<:�•r-„>,,. x ; r. .a,. �,1G ��,. .�� -:5,.0 ",. appropriate riate p S .�,,,�y.,, t,x. vL „a ,St,L.. .,: � ,ay.,° :,`:±,-., .e'.'s'c `'g.� >-; ' s..,t..s .r,: . , �,z N% h `'io. , 8 b _ ` so :q';`o 9'' oz, 4 s° zi,, 2 , $=� 'YOr� &o'$ J-0 w�.aoirt x'0=.£ g ;AA ���h.� �I� ,. � .,�"rm;z;k;,g f w �_ ? .mod :.. t 32 11 So 11 80 11 80 11 80 11 8o 11 80 11 80 11 79 13 68 14 59 16 52 18 46 20 41 24 35 Sheathing Size Rafter/Truss Spacing Ridge Strap Spacing(in.) 12 ]6 ]9.2 24 48 10 3 3 i 4 5 S 5 S S 6 - t Multiplier 1.00 1.33 _1.60 2.00 4.00 1 Prescripr.:'e limits are based on assumptions in Table 3.4. I ' 36 12 80 12 80 12 80 12 80 12 80 12 80 12 80 12 80 14 77 16 67 18 59 20 52 23 46 27 39 Minimum Number of 8d Common Nails or 10d Box Nails - - (inches,o.c.) Per Support When the tabulated connection requirements are adjusted for the ridge strap spacing and the number of required nails exceeds 7,Table A-3.6 does ` 12 4 15 4 36 4 36 4 36 4 34 4 31 4 28 5 24 6 21 7 18 8 16 8 14 9 12 pP q 1 B P P B q 2 When:ciing joists are installed parallel to rafts t s,the sum of the toenails in the rafter and ceiling joist shall equal or exceed }I. 16 6 4:3 6 48 6 48 6 48 6 45 6 41 6 38 7 32 8 28 9 24 10 21 11 19 12 16 not apply.Use loads from Table 3.6. E t - •• <,:: . .r ,; „-; ,ti�:•a..N :,.,,,.�,:. ..ram,. vs, . - .. „ . ,s .x» ,_'•n , ^�_., ,� ix6 or 12-24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 the tabular d number of nails required. �t;>p, °z,:,;,r r, k i +r r33� .r t e� "? ?" '3. .. wc. B r.� ,-.,. •.. v,; F. - . (� '1 '. •,r, r».... ,,., „-; �,<' . ?',F s :.;, -i:114"1:;:.. .,.2 E 26,•"•• '''_ - U r, .s,, �8 ,,.,40.., 3 .: .1 3a_ w ' tE - . . - r 4, .. . 60. .= 7, .,6 ?,, 7 : .k56' . .,7•-<..,..:52=z,,,<-7 ti_,r. .. I r. ..,.r 20. s7-:. 61}.,.,..,7`,. 60., r< a,.z F 9 e c € a i < , • f al 1 the framing i attached in accordance with Table 3.1 the ridge r . r f nails required in each end of the strap s equal to and a s a c a r...,. F :� - b _ h tabulated number o a s e u ed z r :.'t„+„ t•3, _: . , - . 'y - When et B B }�. _ ., a c:-'. .a,y «„ ...>. .. 4 3 3 3 q P q 3 avo d �` awrr: :3- .r .a _ u 'v k= •:, �• ,a. : . x 3 3 3 3 To 1lttin `no more than 2 toenai s s a I >y $s>, ;_ 'r ! ;h', _ r r h'n 12-2a 3 3 3 3 3 p g, a installed in each side of a rafter or ceilin 1 s� '� - ,, at ;1' =;a: S':i: 1x10 or La a Sheet t nist when :. ;-;.,. �Q n fastened to a 2x4,r•^ r. ,0- i 42`: 36• •>15 ..31 -�Z 1 � z,.$>. g g g1 I -J., -. 'h.- `.`.'y�i .:3-., Y"'Y .,' .e" :,,_`r; �. r:4r ,. a-.. '3z � rr.Y.:.;r nailing is not required. , , strap and additionala r,l5" l °�S. .,y� _ .t "it^"3.' �' if'.� '��:,:�, �� D plate_ ;:- �•.> <,c. � .,, �. '4;: �` �,�„ '� � _ toenails n each side w b,, `-: r. ;':gs, �. 4 S."''i`4z°~ "'19": -,�1" a,'19� top p [ 3 toen i i s when fastened to a 2x6 to late. Q -F Z'KKi:._mm '^a30 ra,'. i; &L?�;sr•�:.:i,::•].O.St��,i�.��`; -�25$DaG 10,,5=,fR°�E,Ar10 �aNux�U 4- _ asc: .AM a9 Mg5a.-.,".�i'^,`- ` � . ., k s When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required in each end of the collar tie need not exceed the tabulated P P �3 cy�+ '^ C�.2; 32 11 81) 11 80 ii 80 11 80 11 80 11 80 11 76 13 65 25 56 ]7 48 19 43 22 3B 24 33 E - Nail spacing at panel edges(in.) 4 Where tcp plate-to-rid ' ®- �� 36 12 80 12 80 12 80 12 80 12 80 12 80 12 80 14 73 17 63 19 55 22 48 24 42 27 38 _ number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar tie need not exceed the tabulated number of d plate-to-ridge heights exceed 10,tlit�y Shall be adjusted as f0110W5: ! k t'p 11 F Nail spacing at intermediate supports in the panel field{in.) ]Od box nails in a steel strap. � ! `� 'cam i s Roof sheathing applied with long dimension perpendicular to roof framing and staggered. -+. h Roof diaphragm width dimension measured parallel to direction of framing span. 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment re uirements shall be used. Wall Height 8' 10' i ,6 r' y k ,`, z q 6 1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. i, . '"': ��, s Roof die hragm length dimension measured er endicular to direction of framing span. 7 For rafter uplift connections,use a roof span equal TO Plate to Rid s� - P !n P P B P 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G<0.49. 1 P p q to twice the jack rafter length.The jack rafter length includes the overhang length and the jack P Ridge Adjustment Factor tom' '01 (j `� 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. span. Height(ft) ,� �-°; 10' 1.00 1.U0 i�,.. '--^: j r`"t�: .. •- .. 15' 3.15 1.25 `\\ > , .i. ,tom,,. n,...e. - - 20' 1.40 1.50 TOI+` im J 1 . . . .. .. .. . . ..... , .. .. . � 1."!;,. - 1. � -----,-- ______ __ ___ I ----.-- — I - I � . . I . I ____ . . -.1. .. .. I . . .. ..� `�_, . . . , . - -r -. . —-. -.._: .­,.-.-__1.-.'_1...:...-,, - . . -...�* ­___ . ­­_�..... ... - � -1..- . . . ,\ ...­%­t"2­-�4�: : . . .. .. I � .r_;­_­�_." --- -� .. . .1 ... . . - �..... t.......... .... . - - __ ..�. .. ............ '. . .- .... '!�. .. , .. - . . - irgIrAllmoll 17V71, III I'll gel Ill"1111 - . .__.� - . aw ��*w i . . , _�---� ­� . _­ .,�_­ jk,.:�a�a 0- 0"Irk I . � ��;�­__* _51 -0�a� E I I 1111111051 I"' .. �, . . .. . - . - - - — I lelt'ni _ffs-im 11��1 1 znmllima I I I 1 1 MFAURWWI " I , . � I .1 . ,1'14 I . . . ... I . . . . I -.1 I ---- - -_ - __W?,�� I . . . ,�I ! , . . . o... . .*. . . � ­ - __-.101,1110 Mffei I ..9;offlii" . .. -_�­ - 0991990101pi" - I- , I . . .. . . � . . . I . . . � . I 5111 1 - �, . , . -..-,. I ,_­ . .. . . . 11 I . . . I . . . �t.._-��.,."%",�e. I ... I 11 - . ! . .., . . . . . . . .. . I" '. I I . .. I / . .. .. .. . .. ........... . . .... . ...... . .__ ..­..._ ,,,�­" n,,,... ... . . .- ; . .. . ­ . . .. . — i ,z_i, -_ . .' .... . .....­-. ..,­ ... . . . . . . It -�. 1�C­RA4�:!4 I re9w3h . -4 ,q'! " - . . . . I . I ! , "%"":,�:�* � . .1 . - ,,, , * . .. -, ,� I `i ... 4.....,�-i'�,� . I . . I . , - *6 I . . . . " '.'ry . . .". I I . . Table 3.22EI Laterally unsupported(Dropped)Header Spans for ____ � Expo . 1 .. ,� ..: _: I . . . .. I . - . . . . , ­. 11 . . � I . . .1 V - . . � � . . . ___1 -,V '01`,� . I ... " I ` Dropped :Table 3.13A Wall Sheathing Requirements for Wind Loads sure B . . . . �' . . �, .- � Exterior Loadbearitig Walls Wind Speed . ­.. . . . . . . I: . . . ... __... . . . 'Y 11 . � . .I-- ,,:� I e - -_.,L_L-Vni-- ..I t/ . . I an Flo)rs)Dead Load Assumptions: Exterior , . . . . . . . . . . . . - - .� _ _ . - --1- : . . . ..7- ,.------- -- Ceiling,and Two Clear Sp 3-second gust 90 9S 100 los 110 115 120 150 1 ISOL170 I ISO 195— . I . . . .. . .. I. I. . -._ . . . . . � . . ­..__...­­­ .....- - - - --------___._. -.--.- , . — . (Supporting a Roof, - I A E� . ___. . ... . . . ... . � . � .� .. - . . - . . I --I-,--- __­­,­­­*­- , ** ""' � I . . I . Roof/Ceiling Assembly=21)psf,Floor Assembly=lopsf,Wall Assembly=121plf,L/ALL=360 I (mph) I -''I ] I .4 I I _ I . . . . . - .. . . ____7 . -.d 0.1 I '. Ground Snow Load , .� . . . . � . . . . . . . � . . . ?I . . . . .. Roof Live .o . WOOD STRUCTURAL PANE % . . . .. . _1> I; -4,:,:.,.". V X - : . I ad . ,'�­.:�.-:',�: . . , . . . . . .. . . . CP , L 01P _ V ,/� . "Il'l I SO psf 70 psf i ( (Strength Axis'Perpendicular to S.".) .._,�.". ....� . . . . . � . . 1, . . . . . . _­­­____�­­11'..- ....- .1 11 .I -1- . 31] isf . 1 .. . . . .. '. . . . . .. � .. .. .. . . I * ' ' , . .____.__� -,I'd ­1 . . 20 P .- - '11, , . . . . . . . . . . .. . .. .. .. A -, , il . . . I --.1.1-1 .11--­_­1 1, , 6 . - Building width ift) ''I'll'', Stud Spacing Minimum Panel Span Rating' , * . ' . ' . . . . I. V . - ? . I'll �!......... �������� �. . . . I . : 12 74 36 (inches,o.c.) APPILIANCES ' ' ... ­ '. . . .. .. -­V-A I . . . .. Y; r_ 12 1 : . . . . I � . . � a 12 24 : . - 24 1 St)-1 - -11: I �t�� ... . . . ..: .. . I. . I . . . . I . �- . ..�...Y..­/ . X_........ ____..__%._4_5i�.....�5___-f-T.. � 'I ., ­ . .1. .� 1.1--l-��-1. � . 1--�-�.��.�-...-.�.� -- -,� -,5".,-3,.-�-�7-.--?.;?���� YA .......I 36 1 112 I 113A 24/0 24/0 4 24/0 ..� `*"I . . . . . . .. I � 11 4 24/0 24/0 24/0 24/0 . . . . .. . '. - I . . I . . . Headers Irder Spans(ft-in.)for Common Lumber Species 22-24 1 (.4 1 1 ­ I 1 (3/8) i3/8 3 8 lzifts) 15/15) WIS) 3/8' .. :. . . .. . . . . . . � , . . . . . .. . , . I—­­­111. __1___ .1 I.-I. 1-4151) .... . . . .. . . . , . - .r . . . . . , ­_ . .. . .. ­' ­ ........­ , . __ .. .... Size Maximum Header/G _. - - - � .! .. I � � . .. �m I . a, "',- ­__,_,_­__­-, — - 1 1-5 ___­1 . . .. ... . . . . . - 6 !Y 14r ?7 0 67 e. 67 VA . -Su- -3 I- - -5 2-3 1-8 1-5 2-3 1-8 -5 2-2 1-8 STRUCTURALPANE . . ' ` .. . ..'. . .. . . . . . 457 I- ,.. 1-11--­1 .1-11 ­_­11 - 1 1-24 2 1 I 11)11� ' . . , - . >� _4 ,�J f --0��P I - _�_._ . �Washer.. . .. . I . , .. . "­d . .. . . I I .. - I Q. .�.. . . - . .. . -_. - .. . _........., '"' I 1-10 2-10 2-2 1-10 2-8 C Djishw�sher . . 2550 ' . . .1 21 1 �f-1171-11" )I.. .... _. __� *­......... , , -1 ICoof,Ceiling, I-2x8 2.10 2-2 1-10 2-10 2-2 2-1 (Strength Axis'Parallel to Supports) - ' . !:. . . _*� . .. . . .. . ..... . .. \i � . - 4_�T'..... .... .*. -- ­ ­ - .- - I . and Two Clear 2-6 2-2 3.4 2-6 2-2 3-2 "2,��'.6 "_ es , .. . . . - ­__,­__­­1­_­1 ­1 1 ,, , Stud Spac . . . . ) - . I . I—, ­.1 2 .. ­._.,.."', Ing Minimum Panel Span Itatin . . : ,: 1850 . - . . , ­ -_- "­X& _0:,� '! 7"" - I ... . . . ry " ,,, .,,;11 -� , , - I . I P '' I - . �'71�,Y�� ", , . I , ,�­,,�,,d.� , ,�p�,,. ,� . _IX, i La _-VA - r".6 . . , _­, , O�4 . ­­ ­ . - J';;7,'�,-�� .11 .. . . . _�)____ - �21.3 ­,. " A , - , - -"-,: ".­ . ;. : 24/0 24/0 24/0 24/0 24/0 24/0 24/0 24/0 10 24/16 . . � . . I ,e__*__�o 1.�Ix � 4`� .5 . . . .. ;�' -�'�,!', 27,-`4, 3,! "A,r,,-,� - � ­ - I . 1e1>-'___ - I ,______­­ Z�, . . .. I. . , . . . � f I Z i::�,�'__r -.,- -_ �­�1:11­1111 :",,.�, -.-;,: ,1, - . - ,11 (inches,o.c.) ninvil-m-IT 5-nMr*PaaeLTh . . I . . . 110 .4 � ,; I-2xI0 3-4 ,_';�. . ,�t ,2';��11:, ­�"­5 4 . * -6 , , ,; Dryer . . I . -� . ... . ." 11._­I;r-�,i�l�, fi"'jo :,� , ),"�,, -,�'.,...,, ,, -:�,_Z,g: _,�­­ , . .. , . . � , � -;,3�.,,;�',,^ ��,�",�:,-'l.".", 1� - ." , � Y\, - F, - __ " , . . - , - �5",X,7"�,` , _ _ -,X',�7�� 7��,,1,�i:", , ;. 1 4 ' 2160. .,� I . " ' � i, , 1, 4. ,�,�:­,;­ �� Cobk Top � ­ - �,__Ow r � ' - �_%, ,,, " ��, . � ' "t ,,,­ ' I 24/0 24/0 24/0 24/0 24 . . . . . . , I , , . , " - ,� 11-,I-11 "' P-i_ 1� ; 3 4 , ,- ,�. 4��,; ,� 12, . I . . .� .. ,F-111� " ! - 7, � .. I ��-?` '.'� ` ; - .'� . (3/8) (3/8) (38) (3/8) 1 (3/8) (319) -(3/8) (3/8) (3/8) (3 8) (3/8) 3/8) (7/16 1 . 2900 - .- - . . . . ;i, 6 7 3 ��,� ,� r.'-�` ��-I'-_`,., ,.-':� ",� , ,, , , - , �_" 'i'7 ' 12 (3/8) 1 Refri gerator . .. . ___.___..__._.­.­.._..... . � , - -I ,7� , ' Mi�i� "'z-6­ �71`1 " '�'!`-, '�� " 4. 4","t"", ",*�' 1�,, ,�, '�2-;-4',�, , .V " [�_). I - ­9 . , -:��`X,`,',�,�­.,��i,40 , -1-iAi I , -2� � - . , � , Ickness,In. . . . r,� � I I I Span Floors , � ,-�i.�,, ­ �,.,�,4"�,�C, 1-10 h .. - - - - .- - . . - --- - - ," . , , ._ �; , � 6 ,,,� �, � _ 1, , �,__ � � �� i.� --"�,',-,,­,',�,��',, - , . . / - �� .. - - _ - , "I � _.N.... .. vp. I fl �J,/ - " � P L ,,�� f� .. -1;1 _'--�,tY: �,"� , -,n �, 1 3 - . .. . . . . I I . - - .­ I ­­�-�11 �, 3-2 2-9 4-1 3-2 2-8 1 4-1 3-2 2-8 3-11 -1 - 24/0 1 24/0 24/0 24/0 2410 24/0 24/0 U/0 �24/0- 24/16 32/16 32/16 32/16 40/20 � . .. I . . 2-2x8 4-1 -2 4-9 3-8 3.2 4-7 3-7 3-1 ___ � ) /32 119/32 . .. 6 2-2 5 ' , . I . .. . . . ­ 6____­___--_--_--_1__­_­.: ;.. . - - I., 2-2XIO I . . .. I . . . . - -.1-1.1" 40/20 40/20 I 40/ -L�Xisti . - - .�._--_. -�_ ­ ..-. . . . .. � __ �� . .11.41-�.` 40/20 . _.. I'�I.".il. �1�11.1�� - 4`­J, - . . . . � - �""',"", I ,;-4,�. ... � 1,��, ,�,4�, -­,;q�,�'� ---- I . . . : - - . '� - -, `1�- ,. , , "i,,� r,_ .��, - Ir"I ,,�,,,� . . ,� ' 'W"-* ,,P.,-0�,� 3,7 1 -, - ,,4­�- ,41�,., ' . , . . , &_:_!��______11--__....... 5::Z ------- . 5-4 4-3 3 8 i 5 3 -,- 4­1­�"_;� -____V� �O . �1850 016..- & � 1�1 _;__ . 2-2xl2 5,-4 4-3 3-8 1 1 111-1-Z16" _kd�1i` -lq,� 1 2410 24/0 24/0 24/0 24/0 24/16 24/16 32/16 48/24 48/24 Boilel . Y-:- --j —"- 4 ' J__ Z10 V11- 4-9 3-11 3-2 4-9 3-8 3 r 16� (3/8] 1 (3/8) (3/8) (3/8) (3/8) (318) (3/8) (3/8)- ,:jig, (7/16) 15/32 J ILSLM/�M I Oven . . . ­� ' .-,.Ir�.,...A---'-----�--------' . . . . . . 4-3 3-8 5-1 4-1 3-6 __ �1�;"l,o'i-,�,f,�', i9julL.- I J� __ !Q (19 32)I(19/32) _ - Zd:,�` -`,�i : -313 , i 2) . . . � , . . :,�4 ,�­ 2 132) I d , 1 (19/32) (23/32) 1 (23/32) "-�.�"�'.,,',-,t',-�,-�,"�,..�i-'iig', -,','-'g-' ",T".V7_ "',--y. �-,�jr_��"".;� " ;'Jl� :17�,�,,lp,� "',',�,A,,�5,` '21 ' 24 1 (3/8) 1_(3/8) 1 (3/8) (3/8) (3/8) (7/16)-1 (7/16) 1 (15 (19132 . . . . . . . .� I - . - - .1� . - . - , ­ .1,"' ,,, 4�- .-A-, IWI , " "' - S.-.91". vi � " ��_, - , ,44, . . . . .. . . .1 . . . . . . f � -) _ . - ______--- . ,-.- �,�-l""""���",,",�",-"",i,�'� . . .. . I - . .4.t ,-- , . "� ;.�,j.,!�, . . . . .. . . . V / . 0 00 q 117 & I - """ , '.?'... I N�EISERSOA SHEATHING . 1­ �. - _ ` _4 1 �� 10-," _2X"�.-"",-",tlli,�,P '�i �"'_',r _!,- ,',,�,., Z `�lt' I , :� , 0 " " � ,,,, .1 .1 ,j:�..j6] - - " ` � ' 7.' - i ,'Z�1. . _11:� '7',� - ",' ,�1.�..� ,:!�' , '�, . ,4 \��/ ,�,, - " I— I �, I ,'!f �,5� ir., ,�­ ,A_ -_ CELLULOSI ISERS -. I I ,�,,, ­1� tq',;XA,e,: .­ -6 4-4 ! 3-9 . .� -1 I �-11` ,�, 4- .1, -_ � . APDLIANCE'VA '. * , : -­� , 1.9660; VA.,.- . . . . 4:5 .-J�,(­ q--s _ I . ­_­ __ 12�" - , 4 . . . . ! , 1,V i 0 I�,- -0 . .� �., � I ,i - - , ,t d%i A, - , Y. ­11.)...5.?- - __1 9 4-t) 3-10 5-8 -6 3-10 5 (shont dim si ss studs) r0TAL A I I . . . 6� - �e 11 . - . 4-24 5-9 4-6 3-10 , 5- 614 5-2 1 4-5 6-1 5-0 4-3 �. / . . . .. .� . . . . . �. . ... . I! � ... � . Y I � .I�Xe�10, J . . . ­­ ____.___­__­_ 4-2xio 6-6 5- 5-2 4-5 S-g 5-0 6-7 5-6 1 4-10 . Stud Spacing M nip o<p.n. ickness(in.) . . I, r . 1, " . ­­ 7�11/2� 1 1 , 1_ - _.. 4--_­.'��­ - 1__­_.1__­___­_­ ­1_._1.___1._­­_ - - ... . I �- . ..-- I . _.I ... I . 12 1/2 1 2/2 1 /2 1 1/2 Z/2 1 1/2 1 1/2 3 - . 6; - ,I Q, --?Q I I ���� >_- _ . C) . ­_ ­_ , 6 110 _ ­­� (inches,o.c.) ,!, A. .,�� V f � 0 V14 1" ,f k _ — - - 1 1/2 1 . � " M I . - 1/7 2 25/32 . - I CP . I :W__ 0 6- I ''I 4-242 7-1 5- - 2 1/2 , .1. * , . _. 16 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 2/2 1 1/2 1 1/2 1 112 1 I/ ill Plate Connection Requirements for Wind 13 .. . _ ­­­ __ . I t_ __17 1� - I � ,e _ IXI'*� _159�,37_41 .y .. . __ rSpansfor i . Table 3.8 Window S -.- 1�1�... . JI � , - .- , . __ _ i I / . V-4 , Table 3.22B1 Laterally Unsupported(Dropped)Heade Dropped BOARD SHEATHING - - . . I I I N V004 . (diagona@y across 3 or more supports) - . I I i I Exterior Loadbearing Walls _____ r)Dead Load Assumptions: ior Stud Spacing Mini \ oa kness(in.) Wind Speed . . I : Ceiling,and One Center Bearing Floo . (inches,o.c.) nnh�,e 194 - 110 115 130 so 160 195 . I I . (Supporting a Roof, =121plf,L/ALL=360 ____ I - 518 1 SA,�1 _�/_81_ 5/8-1 5/8 S 5/8 5/8 5/8 3-second gust(mph) 90 95 100 105 . .. . I Jack Stud Requirements for Headers In Exterior Loadbearing Walls � Roof/Ceiling Assembly=20 psf,Floor Assembly=lopsf,Wall Assembly 12 5/8 51�8 1 5/8 I ��S/t 1 5/8 1 5/8 I 5/8 I 5/8 S/8 (See Figu I I ...I - I I 1_.: az I . . Table 3.22F 0 0 I -- - . I Ground Snow Load I I- 5/4 I S/8 I s/s 1 5/8 1 3 1 3/4 1 � ===�_ - . -4 Roo I - I 5/8-J 5/8 I SIB I- ... _ _ __ Required Lateral Capacity of Connection at Each End of Window Sill Plate(lbs)' > . .2-0 p;sf' . 30 psf --- I 50 PSf I - 70 psf - � 24 Window Sill Span(ft) -- - ---- . . . . Roof Live Load /_____`1 ----Ground Snow Load li-4 1 . I _ Build,,in,,g Width(ft) - 36 1 Strength axis is defined as the axis parallel to the face and back orientation of the flakes or the grain(veneer),which Is generally the long panel __- - - ___ 148 168 190 212 249 . 20 psf 30 psf J __T 50 psf 70 psf �: - 11 11 .11,111,11, I -1 Ei Ill 12 2 i -- .. 24- 1 direction,unless otherwise marked. 2 53 59 66 72 79 87 94 111 129 . . . - Header Width : -Or4 12 24 36 12 24 . 4 106 118 131 145 159 173 189 222 257 295 336 379 425 499 . 1, -F-7s--T s-, . . 1,1,4 2 Sheathing shall be plywood with 4 or more plies or OSB. 333 1:;��!;p . V 4 V' 3' S" 6" 1 3" 1 4.5" 1 S" 6" 1 (3" )1 (4.5" .., Headers r Common Lumber Species 159 178 197 217 443 504 569 637 748 2-2x) I (3-2x) I 4-7x (2_2x)) (4.5'. 1 0 * Z � . - ; maximum Header/Girder Spans(ft-In.)Ito 238 260 283 - ( 3-24 4-2x)I (2.2x)I (3-2x I 4.2x) 2-2x 3-2x) (4-2x) "tr �, �'IE��I-11 i P,9,9 IS j T5 ," 1 -6 2-2 - , , , - "__r � ;� �- -1i I":�%;41141�'il ­,,-,,.,w ­ '­_,� - . Size 3 -span continuous condition. 1 6 .1'_4___ ,0,4,t_,�_,,� , Z:"! ) � � . -2 1-10 Tabulated values assume a two _ -M­ � W 'Ir __ `1 I`Xle� W67 @i�'11­116 I ( 1 ( 1-2x6 2-8 - 3-2 2 2-4 , * , , 4V111 ":,� 41 . Header Header t1,2,3 0­4 111� __— ng, 2-8 "'r � , 'i �,,Rl-_X -- 'v r'1% ' � - � �4" 11 1 ( ) 2-0 own In parentheses. , I '-fi U 0 -t--. u ortin 1 2-8 2 . 7- ,i­�I �,,-,-,�,-,T� ,_j , _T j-21- 'Zffi ZR,�,` ­-Z'r!'p ;`�� S ,m-�,", -f-H-1111 ,H 7 - , 124 �� 4��1_0�% �J, 1� 1 g7,� , 4� M g.Minimum nominal panel thickness for a given span rating is sh -,% __ __ ­­ ,,�, _, ' 4 Minimim PS tor PS 2 panel span ratin � , , �'-`�.,',�k4'�;� I k �� �� I , ljoof,Ceill 2-6 3 ,i�?r�..�el _,,-Ri�404-i rf NbV-', __ " � -'<--mherof)ack Studs Required at Each End of the Heade 1-10 4 -2 -5 -_ ., 1.-1 1"!, - � '�'.�7�%-Y ��r�- �,.�,.,,,,Z, ortlng\ I I %V ..,!:q 1­4 C4 : -0 3 2-8 3-8 of increased values of cross-panel strength associated with Structural I �_Z 0-11, lil�-�A_ 41RN�:M,Z�l ,i"_-,4" ,),,.,,r,._.. IN , F,. -�. Supp Span(ft) ,_'I , _j4�j��'. ,,, IT 1� - $_ � r " I I i� '. -2xS Mini , � � �� I �W 1 -2 -9 S mirn panel span rating is based on calculation without use % I, " .1 1�4_­ I - . _ and One 3 4-4 -5 -11 4-0 3 ., 2"', determined by calculations ` - ,�', � Roofand ' ;Q r" k..., J..q V-.01 1 . : "o `5"0`�,' `2 '­ , :��,r ',7 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .1 R� I -, "" .. �',�Z �� .'1�7.­�' ­��Ml­ � ' ,A,, ,4', - , Id � � E-4 3-4 -9 3 d span rating and smaller nominal panel thickness may be A� - il- 'T4',Z,'��`,��4, 4', ��v, 6 2 -.5§&,'�, "I , -2 2 3 �� .,�+Y - ,� W "*­- "gai""y 11;,�,s�r,,�­--.l ::Z:, �,&�,:��i:�; "`4:�,F"�"'.' :�74"5��,, �, ,, . sheathing.For Structural I sheathing,a smaller require 1,14.-­� -2xlO ­ � , ' " I t "Z 7- Center �� MA Ceiling , ._ - . , - , I �- � _. , ., _ � 1,15,,� .: ,-��16­�' I .­­ '. - �­�';r7' .1,11"� that account for Increased cross-panel strength. � A5 ,, - , �R 61" ,A 2 2 , , . 4��.,, , I I I I 1 1 1 2 1 1 1 1 1 W.J = i �� ""-, '. , X,i�`�? �; � :,� id, 4,ii , , "" ` ,� �'A �4� ,:.,;,- �' ,� -. �, T, 1�" ,'�'�".'��-.�­," z, ,I�t",-Ji d,'�'� . i 5 1 2 0­4 . 11­1 '� , I 1�I .11���:'-',��,`j-2W4 .1,1111111 ,��,,,,,- ffim , lmlk,.Akmm�mu o- ''­'. . Bearing Floor r' ,,"�,'���; ;_1- -If `�� , " 6 ( . . I,, , 'I-'1,:' , ,_1 _;_ . 2 1 1 1 1 1 1 2 2 2 1 3 2 2 �', , ��� -1 - I 1`il �;F,,�, ,; ., , . ",,.,�;11 7, �z 7�`11,i�l "W 1�_-. .1 ;�9rz, MT,7�:1----,7.T-�--q-�,m 1�-,�,7g- T--��- '"T,�Y,Z�'�f,�',TL- - � ?:-�.�,��, �'T 7, .1 � ��_ I . 16 ".. , : �-�7 �� -7 , . , `4, '�"I-1"�'I'll;��'L.�""I�;""i,�'i, 1 I . , I I �­�I - "" , , " , 4 525 578 635 694 756 887 1028 1�1 7 ,...� -, , ,�-j, , � ,,r , _., z " i ­1�1.141, . , I 1, " �� 1511 1706 '111W:f� I : �I , - - _, - ,,�, .g,,�,,N . E­4 r- � - , I. _ _.­�-- �- ,A�zite,-- - -,11-�V�7_5:'­W ,it - , , ��� , , � ._. _:_I_ rr'." ��i 1��, w. - ��4 " , ",_ ��,46�­1 �­­. . �� "t"111 . I � " 1� . 478 533 590 651 714 781 850 998 Uil"t", 41t,- �`i'I �_`�� �,i._`,. `3 Y -8 4-10 3-11 3-5 18 R;_19;0�P � �1z"I'A.--'. ,zkl,�, -,., '' , ,4, " " - ��,X_- -6 531 , 592 6S6 723 79 �,Tt " .- _ ._ ," ­­ �,'�,;"f�g,?V,,A;iq�,--Q'l ��I',,,,"T."e., ",,,rl_ 11�,,­,�,.��.', 5! - , " , 5-3 4-�3 _J�,",�3t�,, U -Z'.,�-j -; - '..", " - f �_,�, 2 ";-,W = ', . ­,_-,", ,� � . _ �� �_.� ._ �_ . .l - A7.1 "';� ;�L,,�,�, -, � - , ,I" ��,_,� �,,�'�,!�,g ,W� ��.�o, ,� - -�' � 11��� , � ��,, , ,, , �`,81-,'-�, �' �. ��K k� I . :f� ii I, I'll,`11,11 -11" �­ � I �­V­4r,� '11�'�', �k -1 _1i`� ?�41 " 3 _'�.2-;,,�ii:il. 5-8 4-7 3-11 3 I 1895 1 2125 1 2494 � i, �" �,4, 0; U!) I I 4 3-11 ni ' ' - �­152�`51, ""' _�"';'� '�",,�,�i " -, __,.1__,., , _� 4 V-4 � '. , �' �,�P,­� "�.-- ,_'fi,­ ,Z��074_i_1­,,� ",,-,:,`,,?-,,"-,,r" ,,­,;�-,�-,l - a,;4-,- I _1� ,-,'.Mm.�Z _Alllk,11 � -i I�',,,� -4!4 en ,,, ­ --a, ; U-&�= MlLi � ,��,.u2l`_,� 1. -2xI0 -6 hall be permitted to be multiplied by 0.92 for framin 7- ` 'I ,_ �,� 22 - - " � -4 " , � 3 i)��� I 2-2xg 5-11 4-10 4-2 4 867 1 944 1 11081 12851 14761 167 _ I���11"':�,E�i�� ��, I ��,i I _11V 31�1i�'i�V � . ll . .. . 1 4-7 5-11 4-10 4-3 5-6 20 . , ,X�A�f�i�;;k - ,�� I ll X , V, -llIz-111.1 -� ;�­ ,-. , ,- 1­­­,^"�� : '; .�,e;� i 1, - - -., 11�' , "?"� �,��!. .F . . , 124 6-7 5-5 4-9 6-4 5-3 5-1 4 g not located within � ­2-�, 0 " - IN -21 -, ,!� A , . 2 -1 5-11 5-3 6-10 5-9 5-1 6-5 5-5 4-9 6-1 1 Tabulated lateral connection requirements s . .., . ' I 2 2M A L ik� R _21, -11!� )7-; ON W li�o . ,'_­'� x­p­- 6 4 4 3 7 5 4 4 , . , 11, � � 2-2xlZ 7 � - � '62"�4� 'I, , , �44,70 . 16 4 3 3 2 4 3 3 2 . , 1. . "'T 7­'4�5�"�'11 "" 1',V,_4T ,.'A , � .1-­ ­1 11­­11?�� '","6' J � 1`_1 - T, I ,��-0i 8 feet of building corners. I .- I I `/_1 1:1 I-1� `?�'_15�- �','6'�9��' :,,SY7-�*. f�'.'_'i ..;., '-'�,� -� ,�'-`� I �� -, ,- � -"�,�,,1 I� . .,� ..� M§v*�� . . 5 5 ' �3�' - , � -, , __' ,,,"1',;r,`,r�,�,,�.. '� �..... . -1. . "' "�*"` "' . '­S-L,g"_ -, :1, ,7,j � ,� is 4 3 3 2 5 3 3 3 6 4 4 3 4 1 � I � ���.',,:Z: , _._, ,I" 1; -,r ­,� . 'Irs�. ,1i,11,:i1_.:� �_,,_ , _ ,�. , _ " .; " �11�� 5" '4 !r I _�!_�� . , _9 , ,���11 � �%, ,,,r,,-�" ,.' ��'�,4,1�7K3,1 - 11,:, I I, .�i� ' . � 20 5 1 3 1 3 7 1 5 6 S 5 1.11,- ' _ , �' -- , - . . - ­ ,�;�� _�_ I . �':_?- , ,,�,ml­j-, � -�` ...1 , . 6 i . . I __ — � I 1%1�11 i'�;,,i ,_­ 1— - �i,7 ,,;!�.P.r,;�, , ,,�,,,, " . 1 '7,',1��, � " - -&'i�!� ., ,_�-!,-, . , _ . ,�, ., : I I - . i ,�_� 3 ��� .��V._"4 i �i ".1'11�,�� J�!w,_'S:",� �' -�:;'� " F.l 11 , ,. "� i', .. 11 . � -,.-.,,,- I , ,;?".;'���, ,- .. F.-� ;, F .I" ­ , �- . - " - ..__ . � . Roof,Ceiling, 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. � 'k __ �...... . " "" -, � 3, ,,, �,---�.- - .- - z I i4l", ;�,, _4 - , I'll ­ I N . 1 ". � �, "�Q� ",i` ' 1'1�§_' 12,'�1�1_ tl i � ' . ;!­­­---------- _ _§;7� -7 5-5 4.9 1 . if, I . 4-298 7-10 7-7 6-3 5-6 7-1 5-10 5-1 6 5-4 : - . . . I I .. . . ... : . . . . and One 4 2 1 1 1 2 1 1 1 2 2 1 1 2 2 2 1 1 4-2xlO � 8-6 6-1 � 7-10 6-6 5-8 7.4 6.1 I . . � . . � . I I CenterSearing, 6 2 2 2 1 3 2 2 -2 . 3 2 ,",.2 !;�11F,2 ill"'. ��3 2 2 ,2 ", . - .,"'.". _ 7,ff-, `�,"- � . �, z , _ I ,,,',* ,� �� - ., - . � �_�-r�,,��,: �"__) �; - , ,_,_ .. . �, , '1� � . ­ " 4, ��' �1, � - �, , -��, -- . . . _, �, .i ,; . ­,,­ , _,�,, ��,,;� - '" ..- `7rpj�.' " 7-,`;,'�7,_,4','!, ','�,'.�:',`�""�,-�' , . . !�, ' ,� .4�i I'Y� ,1,111.1'�.,Iie__.�Y _,._­��,, ,�:1,"n .1 I N , -, ,'­V7 -_� ,-- �M' '-'�,�--,,��-'�:��: �,,-�',,j.,.i,�,,1,: �'2 , ,;�, ���-4 -0 6-2 7-10 6-7 5-10 . "_"'�I � 4 ". ,I . "�JCKI�'�;,.`��7.1 151 �"I ­'��ffj;,_9_""� � ­ '�,7 � - J � _� 7 . Floor ,- "'.- , � �;.�.,� '. � 4-242 I 9-1 7-7 6-9 . 8-11 7-5 .. . . ,.1�1.1,._ ,,��_`�4, � , --"I ,,,,,, ­,­-, ­­ - ,,� �,;� , _�! 4 " _.: �;,�Z.-; 'P,r,,,�., " ;t ��6 � � �� I I'll . : r �M, -i " " '11_5..��,::§!�-��i ,�O, ",' � - I "Ill R� ,`�-`�_'� _' '2� ;� . , - - . f � -�---M, � - ." I I _ 1­2­ I-il-- , ,­ If , l I . . * -,,�,,�Z�.I i , !M"'.1- 1,9/'�.�� "'e i �'�,-,!"'if� '�`S�"-_'_-_'4', ;,, ,:,,, �*�.-,,�,4!."'A" - Notching and Boring Limits : . " , , , . . . ��- - , "" _ - . . .� �11�",,'i;.Y�, .,--'-, - 'i, � - - 11, , �",4��- . � . . , . � - ,� .-� �­.`e 11" ," - , 7�k , , ,, I Solid Sawn Joist and Rafter . . j9l�_ � � �51__,._, . "" - , lt , . � _ . Figure 3.3a . ... �-, i")k",�0,,�*,!A�. - , ... ,,�',��4,6, �x­.�_ g�,�0��'; " 0 . . I " , �, , -, " , , , � '!,� ,� � - '�_-!,�­�.' �� .. , A�"5, , , 1�- I . . � - , �,�� �, , I � . . '?_F%�,.,4��` , � , :-",O,',�Ji 1,,c ��'�­� 1� ,� ;�7.�,, �:1'145-�:I" ,`,,,�"­-"',��,I, . Z I ,,,, ­ "'...­ �1, ,�� . �. 3 _? , ., . , , ­­ , - ­V­ W ­4 11-11 ­140P Y, - �� 6'��U .11 1, ! . - . K��,,,;121,!; -7 - ­ . - . , , 1� , � "�`11� _: - '12 __ 11"I I 't'�11'11 - ..2illil", , .D..2 1- , i Z I i 1� ,'�.I�L III" . . _1� �, ��Ak �� " � ,z�il .", t . - - -�g%`T`, .r . ­_ . L� �� �.� C ,'K�44 . ' a �, I ported(Dropped)Header Spans for Dropped ' . ; . . I' 4 4 3 6 4 4 3 7 5 4 4 8 5 5 4 1 Table 3.22A1 Laterally Unsup I . I . . . . . � 16 6 1 - I � . . . I .. . � .. . � I ill 6 4 4 3 7 5 4 4 8 S 5 4 9 6 6 5 -­______ � . . ... Exterior Loadbearing Walls Exterior - . 1 . � . . IQ I (Supporting a Roof and Ceiling) . . . I . : . I . , I I 20 7 - 5 - 4 4 - 7 5 - 5 4 9 6 5 5 10 7 6 5 in . . � . . I : � I - Roof,Ceiling, 2 1 1 1 1 1 1 1 1 2 1 1 1 2 1 1 1 "-01 en t__ I Dead Load Assumpti�Dns:Roof/Ceiling Assembly=20 psf,L/ALL=240 - I . . Outer third of . I . ). : . . . . . --.-- I . .. . and One Clear 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 T­q (Z ".4 ",,',',',,""',,,, . . ...- . �. I _... . - ! _...............''......".......�............�...,....�.....''. Ground Snow Load I span only . I . .-� 1. ­­.�...... ,_.:I .:..,.­.... .. .­.. - . - ­. . ­ .-. : .... ..... . . Span Floor 6 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 - : . .. I I . . Roof i 1,1! 11! I 70 psf . . . � I .....­--: I...,I ., . . 1.11�1 . � . 41 1'15­nMM_1=W1zT1M7T 71 - .-1 ',L�._ ;1 -7�:7 -,',`� �-�'; Tr� - M`7-`-"�� .I 1317T_11��"NEE111,��`,T,�"Wp t_01 , I=MM ,-'7 1 3`5 ,� � 7', 7, . . . . I . . ..­ .. I� . -, ,,�,,9M- I � . . . . . � _�_.10�,gz��,, . F, � 5277 rl,,�; W, -,.-t���,'L - Z,1�'L,�"_i�,, 1 N.".. - - . ...................� I . . I . .. '1� - �� I ,�,-'�"l Y �-`3',­` , � �".4;��-..,"��z.,i . �","__41',* * `,�,,�,, . 30 psf 50 ri!�I......... . 1., ,,�,­­ - 7 T� ,��5 . . . 1. ,� ,����'..1, ,,-p-t, _ . k 14+1 . . I MM;i, XI,N 14.i,,, ­j i "I � ,-�,, �,�,, -*-�;�' ,�,�V,i I i-1,i I".,.- ,, , I \ ;�� �,� (I- r,� ." � 4i� ,, ,,, ., .-, 4 1 Building I �4,; 1-1- �,�'r�,'�L,',"'"�'� ­ , "j, �_ - . - ;A��-- �. ;`� "�',� _�,,, ., . . % _; - , - 1 247] 36 `­%;,',� 4,#?-..t -#.1�1_11 " :_�! ��'Al �'A�-­ 1- �"":9,:��',� I 11,',�,_­ ,;, � ,N�l i_ _ �, '. �"Y:t"!�q��4�',���,�'�`,' ' I ,;, �, -��-__1*111AZ,;,_-,14 k'��q I I �­ � I". - �, ,"- - . . �r r ,_�� 4�� li�Ml __ . . I. - - - , 'i ..� 'M",,,,, �: "" . ,-� ::. 1 36 . : i"a �I�,t,�,2 ME M .Lf! 12 36 12 1 24 _I 14T7 _ - n `­� ?4 .. 0 �4 __It ��i 24 __J _1,3,4 Table 3.12A Roof Sheathing Requirements for Wind Loads Exposure B_ ium� , KL�al rll�=W�W� -1� I I ,,�Z --- ��,�I 15&� , . I r common Lumber Species � . . + - K_ _ . 16 7 5 5 4 7 5 5 4 9 6 5 10 7 6 5 F..( U Headers Maximum Header/Girder Spans(ft-In.)fo . � . —_ - . . . i . . s rti Size 3-4 2-7 2-2 2-4 2-0 . . . .. i 18 8 6 S 4 8 6 S 4 10 7 6 5 11 7 7 6 U 0 &.4 - - 3-4 2- q-11 - 2-7 3-0 . . : Wind Sp!ed ISO ISS � 20 9 6 6 5 9 6 6 5 11 7 7 6 12 8 7 6 - . 140 ISO 160 170 � i Roof and 1-Zx6i 4-4 2 3-3 2-9 2-11 2-6 /3 Joist .. 100 105 110 115 120 130 : ; 04 0 5-3 3-6 - J_5 1+. 3-9 ... 1. .I 3-second gust(mph) 90 SIS . ; Roof,Ceiling, 2 1 1 1 1 1 1 1 1 2 1 1 1 2, 1 1 1 PQ I-2x8 3-5 2-11 depth,Max. '. . . . � . Ceiling 10 3-3 4-4 . (See Figure 1.11 -�_W_ . ! and Two 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 = *4 I.2xI0 6-0 11 '�""" �',-, " �_ ,M, 1/4 Joist .I . . � 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 .. Vg_�,, �11:.11, n ., �1'1"6'� �:3­14 . . -1 ,4 I", ,4_ZY, . WOOD STRUCTURAL PANELS Center Bearing 6 . - 11� , �,­�r , depth,Max. 2"Min. � . i , ­ ., ", ;,11--, .- : I 'r �115 � ­`_111`1 �71!19114' y --�4,_:�?� �',��'�"j`?,_�1-'_"- ..- - �,N,­ tz. ­ -� '-,-��''f,-�'" I e ,,.�',-4,,'-�: I -, �,_�I.-VIN4"3. �Te�I I "'. 177-11,-1 ,�T�,n� -�q,7_�ympp��-,�, - , , , _��i;­'W"­ ,-�_.�," -,�,'�", _g,j, _,i,'.!r�-,i�,',- !'i� .: -'" `31 , _�, ,�7:t _j� ,.?.� ,,- -,g,�. --_�i,, .�,,��,.":,-4,3 - , , , _­"I'" �, � vo �,',' 'r, . Floors 11-1,;,71'" �� �`_�11_7-7T,"ME, e , �, . -, . ?�-*,` 64 T _;4 ,,,,�.7��'., �, , ��, "'..'y _� .1. rt �," V.ITI! 117M 1; '14 `4 - - 1117��_ 4N. S2 ,­­ 11. _.I 1.- I , -; - . 1��0,`�� M,g"t'I'.. - � " :���.,- - z�,�, - ' I- � . q�, ���,-4 --­ ,­'�,­4- ­�,-,!Z .�.,��,;�,, :?i�V: ,�, ��p I , ","­,�'. M Applied Perpendicular to Suppo s)l ''Ilk , , ,'��,*'!'-,'4 �,6'�,A 1131,1�, �1, .V�, 1 � (Strength Axi � � ,4, ,`.,�� 1,�14.i"",,�_���_;, 111�,"?' 1 ;`..,"'�_4 :�"., i,-,". - 1 4 t , -" -,� , ','1111`11 I.-I- � , .� , zvl�,�) I'- , - , -", -, '��-­*��,z� , � � . _P A 41 7 '41,�,w'6;,,� 14,1� -V -,'"; -,� �'" -I.. '.. ", ­I— - ��. I��'�1,'ftlt-,�i���1,'Jl-e;6;,'� .,� , ��,F F1, -�-,�i�., -, !V1,1_17-W,,R�,-__"h',IMO�1.e,?.-,!��Iili- __�__,,",Z_ 11 , . .:� -!,'IAR��:--, _, AR�.�� . - - �Ipl . I WK .7' '-�� 'P�J,3t�� ...;" " 1�,,"�. - "' ' `4 - :�, - . . i , �-; � "', . _i .11 l� '�`�'4��! ,'- . .1+ -3 -7 _ ' -L ' `f... , I ­_ ". ,�,,I,I ­ I CIARI�� . g3 I'� � -�', ';F!114':�` ' .j'�',Z­� "...I I I I T ,_�',, - , - _� � , 11 -8 an Ratin -.I-- 121, ,, 1,7 ' -2-W- �- 9 1, _,;� ,�PQF -:� `u 47 W 1,f, I 1 ,',6 ;9 4 � , ��t I i" _U :) 4 3 Minimum Panel Sp ; - � 'r _1 I , .... -��,IM " _'�j,'404", � - ,z - I , , � f 4 ........ "I ,��`� . ,,,,�� .'4 .1,&.1 . 7-2 - . . ..I Rafter/Truss Spacing I ��IMI M=MR&I., ,� J1, , ,_ ,..­ M RN-2. Im I, ,.�, I �,�L5,'� . r �'., (__ I . . 5-3 6-7 5-4 4-8 6-0 4.10 4-2 1/3 . . nmninimum ominal Panel T ckness, n.) - ! 16 8 5 6 5 4 9 __ r I I 2-2xl 7-10 6-4 5 5-10 7-2 5-11 5-2 6-6 5-5 4-9 f Inches,O.C.) - __ __ 24/0 24/0 1 24/0 24/0 ' . 8 6 6 5 10 7 6 5 - 1,,� 1 24/ 24/0 -1 24/0 24/0 24/0 1 2 I 8_5 6-10 6-0 8-1 - ----,, depth,Max. 24/0 _�4/0 4/0 24/0 24/0 . 18 9 6 5 5 9 6 6 5 10 7 6 5 11 8 7 6 +. f � I,, . ­ � x I . -,"--! - I -n- � -�"­­, ---+'�` -� �-��_`!_�',',,`:�'I­�n-,� . 3/8) (3/8) ,J� (3/8) (3/8) (3/8) 1 (3/8) (3/8) ". � _>,�,� ::`��7,,, 5"VP �Y5 -. �,,&' �,,'7,, -". .".� ,44 g, 1/6 Joist 12 (3/8) (I fRI (3(8) 1 6 ' . ­,; �--.'�� 2', �7­ .. ` ,:7�1.Vt,_&� ,�,��i,,�,_,� I + (3/ ) (3/ (3/8) ( - 20 1 10 1 7 10 1 7 6 1 12 8 1 8 1 �� "4�4":,_`�:1 5 1� 1V %5�,V _��`, depth,Max. + � ,, : �,r 111,10 -�­L�" :�l I ,, -.,,�..'�'_� , 'A -1 , 1.1,1�41��4' - " ) 24/ . I � ,, . .I,I -'t�,."­,'��, ,� 6,­-�� T��Ie -,:�,.W.I,r '6 - ;!;'��4�,z �,-.�',:'V,'.`5'-"9 __ 1 24/0 0 24/0 1 1 " I � ,- , x � ;�� �'. :, � �;,, :­ 6%311 "�V­7,11 7 - ` ,0! . .. 24/0 24/0 24/0 24/0 24/0 24/0 24/0 1, ',�� �;TT ­�)-; �g 9 �11 , �_, ,� " , 1 24/0 24/0 24/0 24/0 Hoot,Ceiling, 2 2 1 1 1 2 1 1 1 2 1 1 1 2 2 1 1 ! % ­"'.- ,,,,,,, , , .- !­ " Q� I . � . - 't, ....... A !,I _�m­ , �' �11 "'.. , (3/8) (3/8) ) L��L (3/8) (3/8) (3/8) � . 2 3 2 2 2 3 2 4 3 2 2 , , !� , , -8, , - 16 (3/8) and Two Clear 4 3 2 2 2 2 1 i I ­_ - , " ''", -1 I 1 `971.1". -- ,,,, . (3/8) - 11 " " "" ��! ..: �,,O_, � 4�i�,_ 1. i 6 S 3 3 3 5 3 3 3 S 3 3 3 5 4 3 3 1 I " I .1 _ _ .- 1111� `� �i ,,, � - ,I�11 "-, 1�,I ". - .1", -7 ._�, - � �� (3/8) (3/8) (3/8) (3/8) (3/8) , - I I 1 !�`P .11 1�0 : , . I '.. _ SJY8_) I -1 )"�"' T., I I � li i- -10 5-0 7 .. .-- - - ­_- . ::�� I - ___ - I . - , _ Z_" � ­1 - �I I,, ; � - - -/ _ 11� ...".) � , 7-3 6-'4 7-11 6-5 !) 2 5 � �, I Span Floors 4-2x8 ­i'-',I ' 7-7' 6-8 8-11 . 1 6 1 5-8 .. — 24/0 24/0 2410 24/0 24/0 24/0 24/ . , , Mr 0 al' '.Iil!�'.i7l,1711! � � , ; -1 6 3 7 11 6-1 I .+. 24/0 24/0 1 24/0 24/ ! 'x,-��,'i-�;Y ,r.m�"IK�`_`1_iM`-7,,,,,' --��7&3-,`Xl 'ST 7- M, _1% 1"WIV �;1111',FT 47 `7'4 7��i,'�";'��;��' `"'; "X"_,_'r",_,`.��7�-`_�,��I � , � , v,-.- N.: 7 7* 'N' , ,�` , .1 "�­;'V,'�� . - ,:� '1154 , ,- -- 44,� , __;,._,_, -,,I �!,_0., �� 4 . I .11 , ! *I,i,-�i�� �il� ,.�N, - 2�, ..,!, �,­­,;�,�,!�,�� � .�,..' 1 7-0 8-8 7 . I Stud Notching and Boeing Limits . 6 � - �,? 31, :7� %_,� 4, .. . : �- , " '_ - , , , , � .."22, ,.'__,:,, ,.,,.,,, �� "'j,Q . I C -2xI0 1.0-2 i L7-_; � - 19.2 3/8) (3/8) (3/8) (7/16) (7/16)1(lS/32) ; r5t`,�`1.k .;� � 4*�gw�� tw,�4' -�"' � ,Iz;�.-119� _:���!�,,�,� !"`.�-,.. �. 4 _t 6-2 Figure 3.3b "I �T �,� , ._i � �' 'r, 6-9 8, 6 (3/8) (3/8) (3/8) (3/8) ( vi, .-),-�,; ��"J, ,� , , ,�, -,-3-,1 ­�`�,S'-'g4 �',��,N'��`�-_-,�k"',kvtJ-&��X J4 1. I ".-, !�.,-­,�_,,,�,',, 1, ,­_ I � (3/8) — , "�;V'r­,r�,_-,�.­ . �­,,�'r -�',�� I , `41,"' _1 -3 -8 _ 3/8) - -, ­ - '��? - _; -A,4_,�,i�,- � 21,�'," f��-.� , I - . � I.� _� (3/8) � ," -6 _ -� � . _ n -, - - .7T �,, 7 9 7 . (3/8) ( g�,q�'n,�;,� "" ;, - 11 .1 0,.�,'Ifug-, �,f, .��.,j, :­,;,;-" ,'�,�', �,. — . �� _,_ � '�' - �r- ,, — . __ + ... ­ _.. : 40/20 11�, ,, 1'�, - - i�`� ",-,,��".,,-,',',-! , . I . �, 11��,�k,z��,- , � . � — ---.. � . I - . 241 24/0 1 24/0' 24/16 20 40/201 'U, �tl� , ` " - ,� ;,�,,"�`��,,� . ,,-, -, . I . - 15 I . . _ � 11 16 - ­­ -- " I _ .. . ...: 1 24 (3/8) (3/8) 1 (3/8) (7/16) 15/32)1(19/32)1(19/32) (19/32)1(19/32) 1 Zle LIU=&C"U MAE 2M MN E�l mi;�ME AM M& 0 .. I:i 'J'111- . 1 24/0 1 i 16 , 11 8 7 6 11 8, 7 6 12 8 8 6 13 9 8 7 1­­_....._ (3/8) 1 (3/8) 1 0/8) — ___ 1(32/16 40/20 40/ ! " 'a", ,;�,- g ., . 11 P1,I"'IN �111�'Ili' ,�_21* � IT - !� .1, . � .­ 1"�__ , ,.-.- - ,. - -"',- "*1-' -,, ,�­, , � , '�`,'­t� - -, -,,�, . - 'I,!3,,,� I i� .�!',zs­,k ,­Spl';'���r'!k -" �,'� ­;p ;. , . , f�. , 4� i e "� --t L1_12J--I-0- 10 24/0 1 24/0 2410 24/0 ,-, ,0_k,%Rt�", 2'1'�, j.,.5 ,e -��, ; (3/8) (3/8) 1 .--- __ -_- __ � . I Figure 3.2f Panel Attachment — 7 .� I is 13 9 8 7 13 9 8 7 14 9 8 7 Is 10 9 8 .. . . ,RD SHEAT G i E�:] 20 , 14 , 9___, 9 , 7 , 14 , 9 , 9 , 7 , 15 , 10 . 9 , 8 . 16 . 11 10 . f Notch d . fidbA I . , a 1: depth<1/4d (diagonally acrN 3 or supports) __ ; I Jack stud requirements are based on a roof span(W)of 36 feet. For other roof spans,the tabulated number of jack studs required at each end of the header . Sheathing edge at bottom plate Sheathing edge at top plate i -- . ! �9 . (single row and double row of fasteners) ; Hole edge . ! Nail spacing at intennedlate I .., Rafter/Truss Spacing oa' ; shall be multiplied by(W+12)/48. .(single row and double row of f8stOnOrs) i distance> 5/8",, .. Minimum B,,rj�klckn�ss(in.) 1 2 Where the number of lack studs equals 1,the header shall be permitted to be supported by a framing anchor attached to the full-height wall stud. 0 ... . framing,12"o.c. r1­1 I I : (inches,o.c.) - — - - - ---- - I 3 An equivalent number of full height studs are permitted to replace jack studs,when adequate gravity connections are provided. ! .1 r- I Paneledge Outer 1/3 of __ . - . . � 3/4�' :. S/8 5 �� :: ; I L- __ �% -, !: 12- - 5/8 1;;;;�/8 ___ — 34 . � . . f !.. R I i I --- -- -!�. span only Hole diameter - ­115 5/8 5/9 S/S 5/8 5/8� __ __- . i�,_ I i I ; .. <2/Sd __ - lr---�,---,.-,--.,-----,..-.----.-. - I . . . ---- - i - 5/8 5/8 -28 1 5/8 3/4 3/4 3/4 - — - . . �* >� . I I I ----- ,__ ..--------r /Hole diameter 19.2 I - .. I I spacing i Stud single Stud 1/4 3/4 314 3/4 3/4 1 3/4 - . - - . I . . . � : 11 : , - <3/5d a 24 3/4 __ - . I 1 4 ! 11-1 .11 . - I : � *4 1 1 1 11 It I Double Stud continuous condition. . . 0 . I I It i loe i I I : I Tabulated values assume a two-span 4 . . . I . - Exposu C . I I a I i t, / Ily the long panel re B . 4� � W 3/4- i spacin I I I I . orientation of the flakes or the grain(veneer),which Is genera Table 3.5 Top and Bottom Plate to Stud Lateral Connection a - I I : .! : I . 2 Strength axis is defined as the axis parallel to the face and back i - - I . 0 t . Requirements for Wind Loads Z. 1-4_-1- ---* 0 11 : less otherwise mar 4 _4� CL . . I - Plate \_ direction,un ked. . . . . . 0 1 1 Hole edge r a given span rating is shown In parentheses. . . ... /I . ; Minimim PS I or PS 2 panel span rating,Minimum nominal panel thickness fo . . ! � __ - - I % . Paneledge . 11 3 1 0 pl� . C distance >5/8" . . & � single row of fasteners Single row of fasteners i I I . f I . . . . I wind Speed 11_� F* Q ,I � Spacing '.. . .__­­­­­: ­___ __-___­1.._­­____,_______ - 3-second gust los 110 115 120 130 140 is . ,1,�... . � ...­ , )a* : 2 . . . � 11/121/ 1 edge 1 90 9S 100 0 160 170 ISO 195 . '* � . - ; � .2- /Pane . I - = 0 � � I _ r - (Mph) . � . m * . I , __ . . . (See Figure 1.1) _� I a .- - __ . w , .; — --- . � I - ----- __t------2- :- � - I q g V) I i ----- I - I � 112 t I . - — 11 11 11 i Spacing 1 11 . .� Wall,H.Ight(ft) Unit Framing Loads(pl — - -e� E-0 . 6 I I .1, I I �. . I Table 3 Prescriptive Design Limitations , — --- __ ____ . .. " I : I , : It - __ 79 93 r 1 124 178 209 \...-. ; 1 I I 1 i I . - i - so 55 61 67 73 I 141 159 A __ - : I i I , �. . i __ . . 8 45 2 � g �;l '. I I I I I 1� , . � . - . . I � erence 190 212 249 1 1 1 1 1 . . . .- .I ! . 66 72 79 87 94 ill 148 . I I ng ; i I . 1 53 59 - nle", 1'r" -�.,�q,�,-�i- �"'� -I'".. I ;,__ ,�­­­ � " 1,� ," " �m��A,,:, 1;0�V41 ,�,�,� . ,Z��-j _m iwl�­ .; 8,,,.1.19p:-�,�,,�-­W'T � " � ,;lt,-_ " .",�.+�,, ,.4 __ , � ,76'�,7;�,:�_,�18 -"",-- I�11_ .J­', ,� , � , , . .1 I �.,;�U'j�;,;�, .,,�Un­­"-1,,."- ,, �k ��, ""_ I . . -- ___ ­i - � __ - - - ­­!,­_',,1­1�k"T; ,P�� 5 "g,L� V�l i��411')�_ ;��,14jg�Nf, I �_n��Vlt?'U*: �: �� X '. . , 21 N!"I 0, k.P I 09 0:I N!I;N,�Iu,i P��In,i �;­ P_ "�, �; i�,,,,I,Y,�.�-,,,,-tP., ,$,-,�,Ai kl. . . � __ ­: ��­"' _`N ­­ " t, 4; �-�.L'0.�'�'�`I'� -P4_112� :: 1.� � . . i - ill� - . . IL :.�'. , 4 ` . fl ., JW ; ��, ,_,9.,,.?,,� , - , , 0 , , .; , r,t-,P i,,��,,"- Z, . ,T, —1 .- , ", ,104 0 :,��'!��;J `iji'��" , ,"�"' ' V . s scl i ; .: . . Figures �� ,,9 '�_ �r,, - ,� 0 , (.'Vj'�,"' , , ,­_Z �, , � . '_ I...I ,,_ _')i Limitation �11111...V I" -1-1:1,1 ,1 ,, "I ,8�o ;, g" I , 1 ,- -, ,"�,��,,,,71, "',-",,',F� r: ; Section ". iv§i7,��,,,.--,,,� U $ . . 2. - , ', , 11" -YnY_--- I----T, ----------- Attribute � , "'c't, g .­-�t-q­­ - , �6�"-­� "�,'�,' ';,,',�","'� , " k.-,'-,�*,ii����,i�,.,."",�",;, , " . ,L;.,�,;�, V . "", I 'I", ii=�l � . i I "I I - . __ ,`� a : .1 I ,: 11,_11 i �_L_,_1_A__.-1--1- 22= 111�141 � - I :, 1.2" - U11�17L_.C�il � I W eq pa"ejeoge - P,� -1� ". I I Ema kM MW 12 --- �I I �- *4 4 kn Spacing 1' L_ , ;11�1 � " ; lift connection Exposure 13 J.; Building - 33' 2.1.3.1 1.2 _____ IS 86 93 113 124 1 136 141 174 201 131 263 297 333 391 pr-� F-I *� A ��Nall sp�elng-at top and ' e Double row of fasteners Double few of fasteners Table 3AC Rake Overhang Outlooker Up .;, Mean Roof Height(MRH) I - 8 .. i 3 1.1.3.1a 20 96 100 ill 135 147 1 16o 1 188 i 218 1 250 I 285 321 . 360 , 423 -1� V.-.1 . bottom of panel per Table SAB Requirements I Nuniter of Stories - ultiplied by 0.92 for framing not located within 8 feet of corners. : I . ;. Of - Ing loads and connection requirements shall be permitted to be m I - ___ -- I 8 1.1.3.1b I Tabulated fram 2 9 *4 r-4 . --- ; I - - - ,_ .. Buildirig Lengt and Width - I- I'll�11­� ,-,�,.,;-�'. - I ts(lbs),multiply the tabulated unit lateral .. 0 - �,�����:�,��,�,�"?���'��-',�'����;, , ""'iril (4 (:) . - � I 1'� , , . I i __ I 'O -�, -1.11 �1- er linear foot of wall. To determine connection requiremen , - ,­r I - _�,`10�;�, - - _, . �1'1, ,:�. �t� . j -'., .'' , ,?",�'.&'i��J Wp-- i;0p r : - i,,:�­��, . 2 Tabulated framing loads are specified in pounds p . 140 4 POV.,�t9T, I , _I �,� framing load by the multiplier from the table below correspond ir x "�, , , _A I &_',",��*'� - ,� !011101A '� � >; ��,,, ,-A t��,,,&,. E Wind Speed -i q,, � -, ,,,i��, � 6w_,01§1_1 W08, - � Im'.1,111"IT", 1, ,-­'"I 11�V.-,.JX1_1-11wA Ing to the spacing of the connection: 110 115 120 13 ISO 160 170 180 iss , �% _. 1 4 11,�_ � : 3-second gust(mph) 90 95 100 IOS 1. - . . . 26' 3.1.3.2a - .... --- - 0� ; 0 * � orizontal Framing Members �, ) : Lumber Joist Span - ] 24 1 4T . Panel:Splice Occurring over H . ! -_ 1 16 1 19.2 I . Figure 3.2g - (See Figure 1.1) ___— —==. _, ... _ 1 24"o.c. 3.1.3.2b - -connection Spacl _ E.., CA C) 4 __ i - __ .. . � . ___ -Y�_ I �; Joists. Joist Spacing - I Multiplier I 1,00 1 1.33 1 1.60 1 2.00 1 4.00 rA 4 *I . Outlooker . : ".01 . . . Overhang Uplift Connection Load(lbs)l ; Cantilevers-Supporting loadbearing_walls2 d 3.1.3.2c 2.1a C) 0 . - _____ .; . . -=-= �i �==iF=YF an Spacing — . I d 3.1.3 . ; � Double I 11 11 11 Panel attachment In. =Mmm== - -_— ===.=� I ,:. Setbacks-Loadbearing walls' .2d 2.1d IST . 0-0 top platesil 11 11 I - (in. 212 3011 1 344 404 . � _; I FLOOR JO 1 40 153 180 239 1 I , 2.1i I . It it 11 11 11 to upper top plate 104 �* g ;Z) '. 11 1) Isee Figure 3.2t) . I . 12 12 86 96 117 1 129 1 1 240 :::27�8 319 363 411 459 539 � ..11 Floor Vertical Floor Offset df 3.1.3.2e (A 9 F* . 11 11 It I 115 128 139 156 1 172 1 187 204 : . � 11 11 11 I 11 11 . 1 192 208 234 1 257 1 281 306 359 478 544 616 688 . .1 Diaphragm Floor Diaphragm Aspect Ratio Tables 3.16B and 3.16C . 0 � �* I : It 11 I 11 11 (�) 172 1 . 11 -—_1 162 177 192 226 262 300 342 387 432 508 !; Lesser of 12'or 50%of Building 3.1.3.2g 2.1k . . W F-0 . 11 11 11 i 11 11 16 12 _�08 121 131 147 2 � Floor Diaphragm Openings 44 . 11 11 : 11 11 � 77 : Dimension �* 11 11 11 11 11 Nailing provided In !I I 1 16 144 161 175 196 216 23S 256 301 349 401 456 516 576 6 . - .. � I , I ���1,- ­ ''i I C F_� (=, � , I ,r,�Q;�, _:�,-,-;c , , __ 51��_ 4 - �,_`�1111111....1�1 _�11, � ,,�---,­ I - - , ,; $ � , '�,�11.� 'j�. ­ _, - . - - . .�,,.,,,_` r__ .1 V"'S �1 I I � .. ; 11 horizontal framin i .1 262 353 - ; &�.F L , 1, �_�_,, I �,,;, 1 11 11 11 � 24 21 . 385 452 523 601 683 774 1 0 ; _a 11 11 member(single of A ; 6 241 — 295 323 — - 2 599 3 . r-, - ��,,,�:,; MMM211- kw 1-01- I 1_", I _." . g *4 "J. : It 11 11 11 : I i 1. 1 155 174 191 208 227 266 309 354 403 456 02 - __ - 10, 3.1.3.3a - -0� 0� . . 11 . 142 5� 11 11 if I ILI doublerow) It ! I i It ; � 19.2 12 128 2 gO2 1 3 wall Studs Loadbearing Wall Height . 0.4 ... BandJolst 11 I I I r 537 608 6 798 0 11- IL . I ­2 1.1.----------------I— .1 16 170 190 207 231 254 278 302 355 4 20' 3.1.3.3a - LATERAL �� . _ '. =\,,;�=� �;�,�=,L-=Z=-= =; = _h---------------- _ L ' 2 . . - Non-Loadbearing Wall Height __ . k- . . . I � . --------- --------- 381 416 453 S33 617 708 806 __ 24"o.c. 3.1.3.3b - . FRAMING M .. I ! ===== ==l==== ===== --- --- ------------- Spacing I /--_--��24 � 2SS 284 310 347 1 . - 4 4 Wall Stud Spacing . . - -_S_p-a cE,n g --- --_ - --ir-- -r-w-, _72- 3f n Panel otge 217 238 260 283 333 443-3 503 570 637 748 -T-- --1 11 Panel edge . . . 178 194 386; 1 2.11,3.1b LOADS 11 11 11 1/2"i _. \. . 159 c 11 i=---I I . . I : - 40 : 11 . . . I 444 � 760 8494 - . �, - it 11 it 11 11 ___ __ T-7-. . . . . 6� 213 237 259 47 378 S14 I Sge 671 Shear Walls Shear Wall Line Offset' . I ...!, I 11 11 11 if . . . : 1 T 520 1 52 "_77-1741 - - .__ . No offset unless per Exception 3.1.3.3 (i . 319 355 _567 66 1 Shear Wall Story Offset' 11 ��) 2� , __ 389 434 476 1 __- . I ! 11 I It 11 11 11 —------ --- ! - . Table 3.17D 3.1.3.3e 11 it 11 11 11 —�---------- ----------- ---------------------- i I r connector located Shear Wall Segment Aspect Ratio -,-- — - . 1100 1110 - � : Uplift connection load based on connector located on inside face of 2x4 end wall and is not app icable fo - - - - �- , 1� ," .. 11 ---------------------- - ., ., �� :��% -- - . I ;, � ,�, t"_ " ,1 11,_; . . I 11 11 11 11 ? � I embers larger than 2x4. it shall be permitted to locate the connector on the outside . I �, ,'., , . , ��, wp,�;� �";.�� �, � - - ;%J`111 1, I It 11 11 11 11 I I I , �� Z - L��4=-I,--- ,., _�­',L 5�,__�l �_Z""`�""' - I-11,,-�� . 4 1 1 on inside face of walls with framing M .,�', — - . 2— 11- ­ 11 11 It 11 11 : I i Uum b e r Rafter Span(Horizontal Projection)" 26' 3.1.3,4a - . . 1�_�_—_ 11 11 11 11 ; i face of walls with 2x4 and larger framing. i - 5 . 11 I �� I . 24"o.c. 3.1.3.4b 0 ARn 11 11 .1 1 0 _FF­� Rafter Spacing �/I<,��- 11 11 11 Panel attachment 1 7/16"nominal thickness). a *1�1 sser of 2'or rafter span/3 3.1.3.4c 2.1f .,;, ,IV,�,N% G / Bottom 11 It 11 11 1--'to bottom Plate 2 Wood structural panel sheathing with.minimum 24/16 span rating required(minimum - Le R JOIST , ,�� � � I . Plato\ 11 _ _LL_1L_ . Ill Overhang Length , <,-\ ..� -At- _=__-Jl--IL (see Figure 3.2f) Single row of fasteners .. 1.5:12-12:12 3.1.3.4d - . . r�l ... 4� ( I . Foundation Double low Of f8stenefs 3 . Roo`Slope Table S-3 ASD Unit Shear Capacity for Horizontal Diaphragm Assemblies Sheathed with . I �� � " , L ..11 — I Wood structural panel sheathing with minimum 32/16 span rating required(minimum 15/32"nominal thickness). 11 , Rakes Rake Overhang Length' Lesser of 2'or outlooker 3.1.3.4c 2.1g . - I � I . . . Gypsum Wallboard , ,-. * I . . , �,`_ '_,4� . , 1k . : uIred(minimum 19/32"nominal thickness), length/2 __ ._ I I : -1. : I -I- - W - - I . , li � . 4 Wood structural panel sheathing with minimum 40/20 span rating rect - . I . : ,�_ : .. __ ___ , \�w _� .. "� I . , . .... . TabI (in.) Recommended ASD % 13 , . ; 1. . ! __ Roof ROOF Diaphragm Aspect Ratio' es 3.16A and 3.16C 3.1.3.4e . Material Nail Sp cing I, � .. � __._______ Sheathing Unit Shear Capacity ki 1, , �' ,-, . - Thickness Nail Size Diaphrag... intermediate "'\� ; ,.�,","- 02 , 37 1 Diaphragms I I__ Construction Panel Edges '11,; " " - .4. Z Material Supports (pif) 1, ,//­ -_ A. , � : . ...- - (in.) I _ �,_'��, -, n- \ . � ; 1, I .. ., ., . 1; . I �. , - ----- . � - 1 See exceptions. Sd Cooler Nails I I .I.-..,_:_-�_',' ­ . . . - I :., - I . . I . 2 For roof snow loads,tabulated spans are limited to 20 ft. I Gypsum 1/2 or 1-1/4 Drywall Unblocked 7 10 70 . . ------ � .. : . . . � Wallboard 9 OF 10 *1 *�' . . . . . . . Screws I I . I � I . - . - -... I - � - , , , , , , , , , , , , - I I � , , , - � I "" , ,!-, , `, ; " I , , __ __ I T I ......I /.-_,� _=������� - tj�� �oad ��� G.round Snow 1W, _ - I- " . ���� ST S� 0 psf � L----.a_p . .. .... I I I -� I - I . - 1.1 11 ��, - 4 24 24 6 1� (3/0 I T I /11 'O 3 F26 (7'6 I I 1 40/20 IS/32 19/32 8/ , '8 ..'_ k2 , 24/0 1 * (318) , * 2410 48/24 4 4 I— , : ,.-- , (3/8) (23/32) 23 32) _� I I-.-.-.-I- I � 11 - I - _ - I— , ,-�� ,� , " " 4'? -- 7­1 ­5 11 k �,--,-,, Z__-, I , - I ,_ 6 ,,-,n--6",--- L__ 04 M i� '" I I I I ; I �, I ­H-ea d-er- S - S.pP.rtIn ___� I �- I� QI I ,I \_�� �-`," I 14 I I 1i . ____ I ,� 1 Tabulated shear capacity can be increased to go pif when ceiling framing members are spaced not ­____ �-_,_ � . ­­­-,___,____._ ­­­ : I . . . . A Z . -__­ - I ---,-—__more than 16 Inches on center. - I. I , . ­ ­ . � -- ­ � � . *, � ......--- . ,; . . 1. .1111-11'. ... . , ­.­­ .-- - ----­­—---7- . . . ­ .-.--- I I - I . ­.___.____­_,­1­­ 1—,---4r— , . , ,,,, " I I . I., I ,­,I� 'r _.M rw 1� -.-.�.,.�,""�-,�.,..,5,�-v--�t: ��­--.­ ,,'­t,�. ,�:,..Illwv,-.� ".1,1�..'.A."It�'.. . _ . 'new .r" , ­.. I.... I . I .. ._-_-*-._----.A.. . � ­ -_­!r. . . . * .1. 1. . _� ;�,: ­;, -­j­;�� ­ . .. �. 1. I. . .. . .­­.`__­1..­_­.­_ .. . . .. . I ­ - . .. ..r...- .� ...­­ - . I— ..".. I I .. .,�.-..,.�.-..."..-,�,-,.,.��.....-.'I ­­ _'. I... . " ... .­..­1 -­ ­­­- - ... .-­­". ._ . , . .... .­. . . .. I�- 1. I-- . . . . I .:1 I. . . ...._­­., ... -.-.-. ...... . . . ­I ___ _ - ---'-- - � ­ - - I I I . - .. . .... 'I _;- I . I I - . - � - ­ . - � . __ - . _ I . - .. - - 11 ... �-?!I­- ;- I" . .. � � .. '... . _.... 1..... . ­ ..", ...­-1.1."11-��t7 I?Z.�A.'%".1.'�_­._m­.---,- . . . . . - . ­ ­ " I .. . .. ..... .... . 11, . �,,- . . . . . . . . . . . :.-M4!Mr-_-_"r_-_.e - - I,- , __- .If ­ _. . . ­­,..-- - .. ,__�__ ­n�­.-.'7.' I . . I . . . . I .. . . � . . . . . � I .: ­_, .' . I -_ . . . .. . .. ­I.— .... �. - I � . . . �--------- � � . � � . .- : . 2020 IECC RESIDENTIAL ENERGY EFFICIENCY CODE . . :1 .I . ­1 . Nc .. .. . .. . . . rements for . I . . IVE DESIGN. LIMITAT10i .: ' [NY]TABLE R402.1.4 EQUIVALENT LI-FACTORSa . . - I Table 3.17A Segmented Shear Wall Sheathing Requi Exposure B �' '- - P RESC RIPT . . . Ns � __ . - : . . .. I . . . . . . . - : . I . FRAME BASEMENT CRAWL If quirements for . GSL = 30 Wind ; . . -h'ther the building-aeometry is'vvithin thenpplicability limitations of the . CLIMATE FENESTRATION SOUGHT CEILING WALL MASS WALL FLOOR WALL SPACE WALL . . . . j� Table 3.17CIL segmented Shear Wall Sheathing Re . - - The following table is used to determine NN e _ _ . ZONE aFACTOR U-FACTOR LILFACTOR tA.FACTORb L/-FACTOR . : - . . k I' - - . - ­ _. I i I I i . . . -'� 11 R . 11 seismic - . 11'r0l Chapter 3 prescriptive provisions. Conditions not complying with lite limitations sl a I be designed in . 1AFACTO LAFACTOR U-FACTOR ' �' (Dead Load Assumptions:Roof/ceiling=:L5 psf,Floor=12 psf, Partition=8 psf,Wall=110 plf" Wind Speed 13 140 ISO 160 170 accotdance'with HT01 Chapter 2(see 11'rCjlf 3.13). . ' . � . -I I SIS loo IoS 110 I 115 120 ..� . . . . . . . I . ' . I . 4 0.32 0.55 0.026 0.060 0.098 0.047 (See Figure 1.1) -_ -_ - - - 80 IL95 : 1 -11 - . . 0.059 0.065 walls) 3-second gust(Mph) 90 ...L- . . . . . . . �i -_ ....I -_ . ' _ . - . . I Ground Snow Load=30 psf;Lateral force resisting s I y,stem:Wood structural panel shear - -- I .,: esign I'limitations . . i- " i � i - - , , ,. i - I =.z;=.__ �_;I I 1:I I;1::1:;I 1;;I;:11 1;;I I;;I I 1;i 1�1!!I!�,;�i��, Building 11 Height Sheathing on Exterior Shear Walls Perpendicular to Building Dime slon,L or .... f Table W1.2 Prescriptive D. '_. . . '�� n . .. I . . 11 . . . 11, 51)CB SDCC Dimension, Minimum Length of Fu , . ' ' �. . Design . . [NY]TA INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa I . SDC A . ! .: *..' .. ' ' . . I . . .; ' . . i . . : - - �'.__' L/- She LorW (ft) W(WASA's . Elemen�TAttribute - . - Linnii9tion 4 --- - : Minimum __ . . Case . � . . . . L/W L W W -_ -_____ -_ - -_ - . . '1 . . I . . . . ... . . Building - 4.9 5.7 :., �- ,: -_ I '.: .� !�"-"­'�;'�;';'.';';t'��'. SLABd CRAWL . ____ "I',"'',',, 2.0 2.2 2.5 2.9 3.4 3.8 4.3 - ... ...` " :'....._,:�.. . ." , - - ".'- , -"' - - '. GLAZED WOOD MASS . ... t-'.. .',.. .�1.'. - - 11611111`G�" .' . .: 1. '.�­".;".:t.._! � -4_-:'� ­ CLIMATE FENESTRATION ENT" . ' 12 1.3 2A 1.5 1.7 LB . . :' - YS Er ��_':_ '; . �'. .. .. - -.';t;` �'i�".""'.1 BASEM . . .9 .§ S ,' ,' .."'.. ..", -.,,.-,'. :"� - i­i* .1 'f: Shear wall Line Beneath ';­­ 3 1 2.5 2 2.S 3 Roof&ceiling . .'.A .. . -�. -,""I� .',.... ..'�..�_,' . _1-& '�""'(�'�"' .��'_ ZIL - t Dimension,W 1 I;S 2 21S 3 1 111 2 2.5 ------------� 2.4 2.6 2.9 3.4 3,9 4.5 5.1 5.8 6.5 7.6 t. f , 1pf� . . . . SKYLIGHTb FENESTRATION CEILING FRAME WALL WALL FLOOR WALL R-VALUE SPACEr 16 1.8 1,8 2.0 2.2 . . . . . . . . . r2 ZONE LOLFACTOR" aFACTOR R-VALUE R-VALUE & WALL .(ft) -' I .� 26' L,ft_ b4;' "91 IV/ SHGCh-e RLVALUE -R-VALUE' -VALUE Full-height sheathing length,ft""""' 20 2.2 2.3 2.5 2,8 3.0 3.3 3.6 4.2 4.9 5.6 6.4 7.2 8.1 9.5 .. . -.' . . . Joist Span ' . � . ' ' ____ ��IL_ __' � R . 1 0.7 0.9 0.7 0.9 1.2 1.4 1.7 10 1.4 1. 2.1 2.5 7 3.0 3.3 3.6 4.0 4.3 5.1 5.9 6.8 7.7 8.7 9.7 11.4 '. - - *;. Lumber , joist Spacing '. 24" .' . - I I I . DEPTH RLVALUE . Roof&Ceiling 12 .4 0.5 0.6 .7 3.3 3.8 24 2.6 2. A!',- rl"E­'�14"`k ��- "-,. -V' -';�'�'.S�-4pvp' "T-z- -��v ­W"� - .. . - 121, I/ ..I . ��'­ ,. g walls d . 4 .32 - .. 16 1 ���' ;�'�I_ %-I" e . <D 01 i.40 20 or 13 755h S/ 10/13 1 - 7�`1"'�'-�-';x z%'1;;-1'a.o"'� �._;O�';,."':�' '� %r _�rNp T�_' -1 n, - rf;.g4 . . .- * I . 0,2ft 1 �E3 I , "':� '. '- ' ' - 'V� - , `j,� j�� Ift 11, t, �, . :.. � _1 . Cantilevers-Supporting non-loadbeafin 14 1 , :�'��"'­"':";'�'�"-T'­" - , ­­', --,;,2-5,­ '�' ' . . B walls , L_ . . - I . __ --­ __ - � - _ - " - " __ -----. - - ___ ____ _ ______' __ __ - . ._;�. , ,.,. '�Z"I­""", ' - - 2`-� -'-"�� .: . - - � _." ,- - V, -, I -�' I--,�7-e��;"'""�;". .. - . . n , - - - -'�- it-2',- -'��,-,��S�"d;"'--"�'�"'' '- -_7 2' 1, _10". k­-!�� � I -.�N -, -- _.., � 1 5 :M'S'A_�i'IPS _ -1 .-, ,' ­"..","'.1", �­' ­ 7.;' ­­'T' '; ' "'9._��' ;�' '^,;'�Yi6 ':'--' -1�:,�-11-n�--�'-7.,I,il)ll��-1.�. -11" " �"��!�� 4 A I"' _._ - �- _" , �­'-­."'�- t�,.",-.*".�-',-."'�,.�",'�,7-��,-,,��'�,'�, ."-'.'-"-�-'�'�'.'­:'-;1'­­11 11­­ ­. I I _ _ sr. - � 1A- """4"�)' ,- - Joists .,. . - ,. - _LL0 0.9 1,1 1.3 1.0 1.4 1.8 2.2 2.5 1.5 2.1 2 Joh �'i�g'.' ,1:z&�T!M '� ;� 'n -4 , _i_­­m n " . . 17", F. .. . � -Supporting loadbeari 3.5 0.7 I, I'�-"'­F" "1 V-I 111':�11�11 .4� "_ -- - , - " 'R "' �:�'�',,,, ,,,,'� - I -, f "."�- P"�;M'f O."�31 RAM X""; I "ffl""� � itil'vers'Setback _i./ I I - 8 , j��" I '� �t . ' ' " " I ­'; 1 . , - �'�"_'L��--' .'�.'��0,�' _'!'�§�:� 4'-:,'."',.'.'1-'j"-';"-'-�-.'-'-;�:�"� , , '� '�� 0 __ __ . �': "11-U-3 ,�'-.1"I""i" A, ,,,, ,0 .� .i�,., ,0 9;1: ;r �� ;" ­"� ', ";!,;L ­_-'�.... ..Z� � , . = i 11 q t � . . . . I­,'�11­111­�I,6 �-, ,§�"' '8 94- 1 '. ", - " --�!!� -7, .�';.,' . ­C_ i . � df 1;111� I " �� - , - �m . . Vertical Floor Offset � � -."""��"'�'� -"�'� '_ , , ;� P�� , qw'f� '3"­1 ',.," , . , '. _' _'.. � "., - . .CD Generated by REScheck-Web Software � . ­.'_-'� -,;" _� , �%' ":I, �,��,' ' -�' �-� 5�'�,"' .T�'i �-;,' , , .� , i'�_ - ' . . . - - . . --. .." �:�.:,.%'I'T-"i4"-' 'F;',�,,�',Z�7,,�",.-,-���-�4?,T-,i�y 44-.'",- - - - - , ­ . " "'t, 4 2" '�' .", , - I . � � ­ 2.-��'�, 3.3' - ­.�...'_ . A". I am' . � . . . . Tabiv 3.1613 =It-'and ,!,Z '.,' 1.5 2.1�."',-2.7 2.9 ­41.' �5 6.56 . 4.4 6.2 8.0 9.86 ffli �i� \. . . . . . L.f. I '�� 5.6 7.6 8.3 9.0 10-0 AA.4 . 16.0 . 3,8 . . . It - f��iga 3.3 3.e 3.5 %�i< 5.3 7.5 9.7 10.7' - so S.S ,;. . . . t Ratio L �V?"I'- . . / I I 1.8 2.5 - 4.9 4 Li_� _ 9.1 9.9 10.8 12.7 14.7 16.9 19.2 21.7 24.3 28.6 �t'.1 . Floor -. , Floor DiaphraenvAspec. . 11.1XV, . A& 2.9 3.4 2.1 2.9 3.6 ... 60 6.6 6.8 .. . . . - L/ Compliance Certificate . :I Ceiling,&1 Floor 12 0.7 1.0 1.2 1.5 13 1.4 1.9 2.4 . ' '' Diaphragms . . I TabletiLl L �= ' ' Roof, 1,1 1.s 1.9 2.3 2.7 2.1 2.9 3.6 4.4 5,2 3,2 43 5.5 6.7 .7.9 70 7.7 7.9 10.6 11.6 12.6 14.8 17.2 19.7 22.4 25.3 28.4 33.3 '. : I - - . . , �"".'."'1 I*',4...�!" , ­..­�. ­_­ ",'" * ' . 32.4 38.1 1 .. . . � . . . . Lesser of 12'or 50%of ! 16 11'_._� 7'7�.',',':-,�9A;,,',�;I1-d, 9 19.6 22.5 25.6 28.9 . .. �. . ­r; ., ­ .1 ­­p ""'.".." 12.1 13.2 I 14.4 , 1 __ i ".' -11"'I" '�,"�-;;'...'."7t �" 'Y� 80 Floor Diaphragm Openings - . ­,­ . ­I"':":......- ;':'�`j�f4,'-*,'fJ'7`,;"'.,'.2'.�9'�,':-;�,'.��4.0,'��:��,.,,� 7 !�� 4'.�,,,"';'.1��z . � `:-�'� '� 1'5i�"'�.-�Z.­'­' - '- ,4� �"r.��- ,-; 12' L/ ."I.-.: . ' - - � ,'. - . '� - - 8.8 9.0 . . . - ' -- '.!'_��-P'."';"'�".."' '%-�'%�"'�-." --; , - - "$" , , ,,,?,�'j," ":,�f0'� - .6 16.4 19.3 .. . . -- -'I;""��� �' -, .I 1. 8 0 ,,',10 3 _,I s:, Diaphragm Dimension '­�'�'­ ej�.".: �'­:4','2��,"�', ;0�'_' '18" _8".t"!'��'_".%?,"-' �` ��'�.'�';"_ _;__ . . , 9.9 11.4 13.0 14 . . , ;Q, .2-'r,"'5.0':� .'_' , -,��_-::2" ",11113 ­­� I , 6.7 7.3 8.6 .. . . � I . 1� _ I ­ - , . � . -_ - . I.., i �. �. - . _t . . :.1 ' I ' ' ' . - � '��� - ",", 1. .... : �'�--7.._- _.. - `2V��,'�'f,l �_'--8'­��'-e:5'-52","* ;,"'. ;��;"�:''�'�;�;r'- - 4.7 S.1 SA 6.1 I: . . . ­ . �. 11" ,, - .'­ . -;i�,7-�,":,'�',��:5,,'�-'�!,�-�,4 �.'"`p � �'"11 13'1�.4115-1 ,-I-I Roof,Ceiling,&1 Floor 20 '�'z " 1 4.6 i . ' ' ' - - ..';.' a'..1�..- :--'.��;-'.:�*":":_­1 - -'�"'�."';V'1%9_-�%"�- I- . .' �4;--�-- ,:�"�-` I I - 11,, ­ _'--­'_1.._.. - - . . .-..` 'Ikl�'�- . � �:. , . . . --I-,,- �i_ . . I � : � 11��!":sP!�:' . 11.9 13.7 15.6 17.6 19.7 23.1 . . _�14 - � -0 .. . ,,��'�"� I �. * .:5�" _�_' 1,-��'_�-Y, 8.0 8.8 10.3 . .. WALL'S�yp,PMS- Al 4 '�Pl I ., - , __ _. ; 1. I". "' , --''�'� � , t! �- I 24 5.6 7.4 :_ � , � 77. . .. " Z8 ­1. ,!' '�� 'i"�,"-"._' �_,,, _', - - �" " - 9.0- 12.7 16.4 20V - 5.6 6.1 6.7 . . . -�"" J I - '�.��-, ­W'I�i��-�__ - 6.0 8.4 '131.8� 13 2' - 7.1 7.8 8 9.4 10.2 12.0 13.9 16.0 18.2 20.5 23.0 27.0 . . . '-' . lot , . V I . 3.1 4.3 5.6 6.8' * 6 10.9 15.4 19.9 21 6 - .6 .6 "N-, �T - . �. .. - '. - Loadbearing Wall Height . . Project PROPOSED IST & 2ND FLOOR ADDITIONS W/ INTERIOR ALTERATIONS FOR C> 7.2 10.2 13.2 14.5 - .9 28 6.5 6 "..'.-Z.7.� 2 '­" r. I g %'11,0, . . . --- . . I -_ 9 &11:K'1E'M' 36 3,7 5.2 6.8 7.5' - loft �Allvl &111'v'� �1' . -,h .P, �?!v6v6'?t fy1.11 '13 -1 . '�'-;;3 "-��'.,,,, �#1111" .IV,',,'_ , . - .' '�V ';­f� -leight . - p4 -� 11.1 4 U, __ --Ira, 'T,-11 bearing Wall I THE CUTRONE FAMILY en - . 32 4.4 5.5 pgf."'� :1 ��m4 .I-,- Wall St .... .1 2.9 3.6 ­ - - .' "? �tj '1!,! . -.- 2 - 'I.,kg'_-' �1'11_111±.V I . . - . . . 1','A . 1118 ' K " . W4 - 1.1 1.5 1.9 10.1 loft 'A ffiffi'"'77�- I , , �, I 1 " B I' � . ` 24" k . .. I 12 6.6 8.3 : "-"--.-1i ,�w 'g, ' _ . . - Wall Stud Spacing . . Roof,Ceiling&2 Floors ­­,"�­11111' _" , . '� ,,, .."I-11 " """ I . . I I .. . _ - Energy Code: 2018 IIIECC V-4 .. -, �' "W 11 . I , w' , 1�t'�'�4 01� � i . . , " , " , - .I . ­.. . , _ � ,,,, ,?4 16 1.6 2.2 2.8 3.4 4.0 3.2 4.3 5,5'; 6.6 7.8 4.8 1, . 'g" ; I . . ­­�­"­'-'.'�';' ­'� . - . _:�'��!' �'i�;��-'�-'.�i`6:.`6' 15 . . . -4 9_01 - ­ , " - -, - I .1 ,i '?r��r.......�';"-�fiib" $:7��,'-,�,,,,,9.2�',�',--'Il�i,.'�",.*,��;, I . .. . . 4' I . ,�,"�,',�l'.�'.1,1,,",�,.����,�,��6����,,-,�,'�4'i'�'.'-"�,-,��ii'� " I ..' ,, �P �, . � '�' ' �A - � '.: .--� . I F .� ,r �._';;'�_'�5-"_'­ ,,,,";.,.�,',�,,-.;��.�,."!�"..'-'-'--� . I . __ ­ �.,.,-,.,-,."�,)��g���,,��,��,,� ::�'�4""' - 7 � 11 .11TE11111111 . Shear Wall Lin'e Offset (!:> I ",4�CE , M� Location: Mattituck, New York " � ,�"'.,1,.,..,. �'_�."� -$,;'S,.I-;,",,i,IZ.,�,��,,�l-,15;-F,��,� �' - . - ------� 0-r. "", ­ -��)�71,7�'Ilf,..'.'�_'_ .. ..*&� -- �' Sht6ar Wall Story Offset I . I No t, 1 ,11' __ �V' "z'3. 1­�',,`.AA -, _'d ` . . . Construction Type: Single-family ,';:��i':'�-�.'*)'��":"�. � , - 7 r... 0­7F A 1 9' - �-��,j,,'��3?A iL 8 34.2 38.9 43.9 49.2 57.8 , Shear.Walls __Irset unless per Exception � '­,�24_f-,',",'­ ,:",�l.-."�,,'-�,:Z"�,�-�����:;I�i-,,-�,�' 21.9 25.7 29. . . . ___ �Tqg..�­­A'V' -;_"-'­'---J"-"; -�I,�"I '�'�':�D -�,,.�b,;�-��,,,�'..'�,�.,���i�� � I . 60. - :il * . . . - nt Aspect Ratio. . . . 3V2:I (WSP) 2:1 (Gypsum) v ":�t"11.�'.� 11 _?�k ,L3.9 14.1 15.2 16.8 " . 4.�'.�� 117, 11 � .. . IL 01 I ___ � 6 - . ".. ,,, ," ."-. 7 , 13.7 ' 19".2 24.8 30.3 I 23 30.0 34.7 39.9 45.4 51.2 I .. car Wall S.eerne . . Project Type: Addition --A_'�"��--"'c"; ',;' �.',".�:�'L""--_zl-�4§!_� , 57.4 67.4 . :,Sh . - . � . '�ffl� _�', -i t" . '�'-�,,".t',��' , ,§' 2,L:��­­- __ . 6.5 8.4 10.3' - 9 12.7 16.3 20.0: - 4 25.5 I . . .. __ . . -1 I . � 6 70 16.2 16.4 17.7 19.5 21.4 .1.­i­­I..� . .;.; ­ * - - . . . .. , I ..! �� . - . lli4llrl:�' i I� '.'V:-"-�'.' .1 . 16.6 23.4 30.1 33.2 . ' 4.2 39.7 45.6 s1.9 $8.5 65.6 '- 4"`:-'.'.`z'..'..!' .' .. ... . . .� .:f.,;�,-*'...*�"",-..�"'.--".12 N-l"'I " ' '�. - . t:ls:9 43 77.0 * `1.��.".....�.,*..,.....'..",��-�,;.-.",.,-..-...-,"-. '3 2 . � ­,-,", I 32 1o.9 15.4 IS,� 21.9 0 18.5 18.8 20.3 22.3 24.5 26.8 1 29.2 3 -- .. ; �00E-sy EMS::)'�EA"'�'_i'..�&' .. ­- I ...... - Orientation: Bldg. faces 90 deg. from North 0 0 5.6 7.9 Io.; 11.3 � __ 8 ___ 15.4 �. Rafter Span. nizontal Proj tion) 26' 1 . ­ . . - ' - 11.8 � . '.--- - . � I Roof,Ceiling,&Z 10.0 0. 31.2 35.3 39.5 46.4 - . V . . .: �. '. �-, 27.5 . _�after Spa . 24" . , Permit Date: 0-i _­ . ' . 36 ! -I :.'72 13.5 .0 27.3 30.9 34.6 40.6 ... (lic ec I e-i ./ !7 Climate Zone: 4 (5331 HDD) _­ 18.0 20.9 24 . ..'­ I Floors 28 9.9 9 . ":8 ":9 ":9 ":9 ":9 ":9 ­ - ":9 . . " : 17.6 20.6 23.9 . .. . cine . JL" >4 . 32 11.3 11.4 I2 14:98 1 . k . . . 12.7 12.8 13.7 18.2 19.8 23.2 26.9 ! 30.9 35.1 39.7 44.5 ; 52.2 .. . . Lumber __ Lcsscr ol'Tor rafter length,13 a - _.-��'7 Permit Number: I - . 15.1 16.6 1 ­. , '.. ve- -erhan- Length . . . �_ 36 �� j�' t'i4 t,"k�S' z: ' . 1­1 - ljt�'��'r". "._­ . `4 W-0 � � . ___ . . rforated Shear Wall Hold-down capacity Requirements -�":' 'g" A�'­'V����'7&s e� i, . '�Iq'W : � . '' Rafters ., Ea + 0% . t7" All Electric false 'A'%PF,�;�J'!�-i�� � '� � !"'� Table 3.17F Segmented and Pe I �'S".� g'� , 1, ffi-"'�5,01.6N I I I��­ � ­ _11k ­ I . . I �Nkl'"-'�I�1'1101'�V` �� .. ,P � 0 , -ethane Ler- 11 .. . . Lesser of 2'or purlin span/2 . -� . -1,41 A&V , .61-0111""""111� ' k'_ I I .. . Rake 0% ot - ­­ - , " `�._rll I - - -1 . . ' I � "I A! �i' -, �' '� . . - I I . . �!g��'�rl,';.')�' '' I�4, 'W-1111 ' ____ . - Flat- 12:12 I,- false .9 0 '.". . . I "_ 4. 1 ,�'-�, ��.' ' M ' , '_... Roof Slope. .. . - . . - Is Renewable = � "tT . . � a ''%; . .! . ��'MM" I d ... I , . I ­ - . . . I . . I- acity(IbS)1,2 22,9 25.2 27.7 30.3 32.9 38.7 44.g 51.5 58.6 66.1 74.' $7.0 . . I . . .. . - I . . Table 3.16A 1 L.r =1?z�and Has Charger false F-4 U '4 t-- . Required Hold-down Connection Cap - 7 60 21.2 21.4 52.3 60.1 68.3 77.1 ' $6.5 101.5 ;t-,;......:, . I I M U " k. . S, - . 70 1 24.7 24.9 26.7 29.4 32.3 35.3 38.4 45.1 .'�...' Roof- -- -* . . Ln,a, ' : -1r7 . Has Battery: false 12i C-4 . . � Wind ic . 51 6 59.8 68.6 78.1 88.2 98.8 116.0 � . -r. I . . Roof Diaphragm Aspect Ratio . = . ) :2� -_C� Wall Height(ft) - oS ­ . 36.9 1 40.3 1 43,9 .. . . Ta b I,�III I L.,= . false W F..4 !.-� W-4 . . 28.3 1 28.S 1 305 . - z. D.iaphragnts . Has Heat Pump: . . . �����������������l�l�l�:::iiiiiiiiil!1!1!!!!!!! so . .1 . . . . I --- . -tv I L -A W I .,;.-, - i 1 12 . 'i:' . - - . 1111,1.88 1. I., ___ . . . . . . . .. . � . 1 . See footnotes 1-5. '.I-_ . . . . . . 3924 2 5 . : � :-. . . ­'__ . . . . . .­____ :-__. . . . . : . 4 60 2 90 ;' . I . . . ­ . ;.... . I I ...---.. .�. ... . ... .1 . . p-, F-4 t-t. I ! . . .. I - I . I ^-.. . . . . ... . . - - . U : &O I . . I . .. . I . 12 2868 f : ­ _­ ­ . . ... . . . .- . I Construction Site: Owner/Agent: Designer/Contractor: G0 �: V-01 5232 1- �.1, -- -- - ­ - . . -1. . .... . .I '�:_..:... ,­ �',". . 3346 "'� .1 ! I . . I JOSEPH MICHAEL GRATZER _C� . _-M . 14 6104 1 I- 'i ; �.'.:-_ _' 1 940 MARATOOKA LANE CHRISTINE&PAUL CUTRONE JOSEPH MICHAEL GRATZER (D (7N M . 3824 . I ! .. . I. MATTITUCK, NEW YORK 11952 940 MARATOOKA LANE � 0-3, ON W *'0 �' ; I I .. .' ;�. e 3.17A I . .. MATTITUCK, NEW YORK 11952 ARCHITECT � 16 6976 1 ' . . . . : .. . . : I : . . 7848 4302 .. -1 I �. 'i . :.' . . tion Connection Shear Load for GSL = 30 99 WANTAGH AVENUE 18 � 'i...- ,.! .. .. Sill Plate to Founda 516-554-2694 - , 4780 ., . I � . . ) i sume studs are spaced a maximum of 16 inches O.C.or exterior wood Structural panels are . paulcutrone6l@gmall.com EAST ISLIP, NEW YORK 11730 . . 20 8720 1� 11 1 Tabulated sheathing lengths as ral panels on the exterior . . Seismic . . - �� 1 the studs,walls are sheathed with 3/8 inch wood structu V .1. all=110 plf; 631-740-1274 . � .. josephmgratzer@gmall.com I 1 Required hold-down capacities assume walls are sheathed in ac6orclance with , applied with the long dimension across ield,and 1/2 inch gypsum wallboard � ... (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,W �' . I . .. . -down �i. :A es o.c.in the f . -. tem:Wood structural panel shear walls) _" 1 .I I force resis2��4 -_ .. Section 3.4.4.2.For other wall sheathing types the tabulated hold r � attached with 8d common nails at 6 inches o.c.at panel edges and 12 Inch . . 30 psf;Latera --------- ________________---- -_ - �� �. -F '. ---g- 1 ­­'-"�'­�-17' '111"",­4� `*'Ff',-�-�'��p$� --- - - - . sheathing type adjustment factor : I, d cooler nails at 7 inches o.c.at panel edges and 10 Inches o.c.as specified in section 3.4-4-2. � . �_ ' Ground Snow Load= _� I gw­.' 'g'�­�'-'v--�i-­'- - . . �_. ' .11 - - ,-T' r'��'��'*�,- ," , �i I.T. �, , - , 'j-'�",mf-p� -1% ?�'-'ju��'�' 'i _ '� �e � . � :'­­­,­"""­1' '� ; 11 11 I -__ , �� 5 , , , ,. , , ��:�"'.&V�""T!;'s�i�'_' .v"".4 ' ' ided by the appropriate ; on the interior attached with 5 . . . . - - � ,I '� �j' 2,�" ,"� , �' W. � capacity shall be div � �', ultiplied by the appropriate .. g7l � , . . r sheathing configurations the tabulated lengths shall be m � ,:. SDCB SDC C 6�' �� �, ,,�uv_r� _f. ;.. 1� I .. . SCIC A . '� �-:.. 1, - 11" For other sheathing materials o � . . �. .�. : I .� ;­� "'.1 ", .. . . .�.. . Minimum ! 'i�� 11 I I 'I . '. 1, "�111��-, I . . I . . I . . 1� 1; �,;01 W. R2 !� 1- ,�"'_' L, �: �';'b_ , 114"­.f"`�,941z;'�� .�' . � in Table 3.17D. 1-1 )_ &'1,0 6ap,,'41 , ��; �""',�*� P-`�:'�'� . �- - .- - I - ��'I rrr .11", ". ­ " .1�1"I , I ., in Table 3,17D. . L/W '.'Mtk:"' ­111' �111111111 "I , t .....:_'�." - . '.. . ry.Required hold-down capacities � .It adjustment factor ' *- :' OW--` ._­­ � . 1­ 4 sheathing type . I .. 11 Your SHGC: 0.18 ' I �. .. . the maximum shear wall . -1 - Building L/W --- ' � .. - 2 Hold-down capacities are tabulated per sto , 'V ;,'� be less than the minimum required to satisfy . 3 1 1.5 '-'\ I � Maximum ILIA: 300 Your UA: 283 Maximum SHGC: 0.40 . 1. I -1 1. " - e story below. I ____ .­"!:'. -1 2 Minimum length of full height sheathing shall not . .'. ' . Supporting Dimension,W ( 7 2.5 3 1 1.5 2 2.5 3 . compliance: 5.7%Better Than Code ;; 1� . shall be summed from the story above to th ___.' � , ". -1 .i I i*5 2 2.5 1 ." Z' , ,;� plf,1,3,4 ! The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. ... � 4�,1�,.,I"I tion in Table 3.17D. r- I "�_4 -, "I 11 I- .. - 1,�:' �,%:"Z'I segment aspect ratio limita to 80 feet are shown in the second column i in '; .:.. .1 (ft) Plate C-on-?Tgct ShearLoad, . � ' "'`�';,. .'.. Foundation Sill Jdn It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. � .___ - '," '" � --- 78 - . ; , , Shear Wall 1111".7"," .1.3.4a. Building dimensions up . 31 43 55 66 1 . . t '� ''- . . I 1. . . I . Shear Wall ASSeMbly Allowable Unit Shear Capacities, Maximuln .''�_��".'­l 3 Total roof span shall not exceed 36 feet based on 3 ,i... .. 12 11 is 19 23 27 21 28 36 44 51 Slab-on-grade tradeciffs are no longler considered in the UA or performance compliance path in REScheck.Each slab-on-grade .1 in ­-11:-7'�';l � 1 35 -value and depth requirements. .. 4'."-""''.'' '.: � '. 49 62 76 . 89 .� . Table 3.17D .1 �T scribed building provisions of 3.1-3.3c. '_�� 12 16 21 26 30 23 32 41 so 59 "­�.;' �. ...._-, "".' , 11 ergy code insulation R r--q en t__ 1 . 'i _'�­--�:r;_m"i-"g-N72­: ,'T �-�,�'a-�-.�",- ,,�-11�,,E,,,,�,. .'�5' , ; I I I I ':� :; _'. 0 .� I �­­'=` - ­7-1'_M�17�1 -�'.­�'I. - , .1 " ''. " �� assem y in e . .. - � ".V11­1 _ ';� r-4 = r-4 ­­­ -��­' - -- ' _ 1 4-- mi ;:­­'ai'�r-4-_"-�'z-­ . _' . : ,.:. Z""""" '_ ­­'�­­"""., If­-C.- 1.�'-I I� 11 0­ 11 ' . -� AO-ridge height.For ot % :: 11 j,-ig'��,'.F�-3r,�'.;,,�.t,.,4�,',',i��,�.,�;�,b�,?��".,,,I pq.�,­*' �l'-.'��Y:,��,'��,';,f�!.,..-','�""L�....../U.": ""U�','_:�..L . I I Segment Aspect Ratios, and Sheathing Type A ustments r use with the in ot walls and 10 foot top plate her configurations,the I : '*1�' 1 _7 07';t .4�41�"t-"-"'-'.�- . .� � �:.' 01 1. 'L- re based on 10 fo . �'_ '4e t�T"!��'tl�7-�71"p , ;­"'�'�" t' �'�. VER EXISTING HEATED 1ST FLOOR ,. , ­ I, '" . -NF,W 2ND ST DRY ADDITION Wi'�110 -, "- "� 11 ,� I '�' , : :,I ,' 'JI.1 .U201"A", -p ' - �'�'�. ., :-, . ­;" I.:- , - `1 04�­`­? ENERGY PATH - - - . .: � I 4 Tabulated Sheathing lengths a .. f* - ( Roof,Ceiling,& �; �"�'ui4­ ��'U'�-�v-�"'� - �­�-� _1.11;��L'_'_Z'," ,�7 '_���';"',�'�A"� .- �' I �'� _1 ��_-, � � _�'­­' I . �"­t­ _114 , � ;-2, ­ I - ' .� : 1: . - �� _.��"� I., "I' ­­r . . 4 ,_­ ..�,"��,."...� ., , 7',.". ,�. .� I I ­� value may be multiplied by the adjustment factor below: ...'__ I .". _4 "�.,'_� �' ,"� , . MENTS 2020 NYS ECCC - - '� �I'- 114=�."'V , - AT � . . , �-'4­ %., .1 I F1 . -, _­­ - L'3; - !��"�� - r � . MAND ORY REQUIRE I .. : - ­ w'!' "", . I� Roof+1 Floor Roof+2 Floors ; *"' '.'� ,,,, I 2 �z - s - S - -WEB) . . . . ��'_ , Roof Only ; s - 50 71 92 113 -YERMANENTLY AFFIXED By THE ARCIHTECT(RES 4 . . ," � �-""�:"',""': 1 31 38 . '�.. - 33 7 51 75 R401.3 CERTIFICA .1 . � ASD Unit Shear Maximum Shear "I,�';�'��'-,"'Ir_'� 82 : ��t:'-.'..+'.':�, _TE - .. I I 10, 32 17 24 2A.1.1+R402.4.11 , .1 Sheathing Type o�' 81 10, 1 18 26 S 5 . 54 77 100 110s - R402.4 AIR LEAKAGE-THE BUILDING THERMAL ENVELOPE COMPLIES W/SECTIONS R40 I �. � �'; .',:',;"i-, � ,.:-. . I - 35 1 72 : .. �"�- '; � I I .' Wall Heigh ;�I_.1, 0 �4 . , dz,­'- -_ - . I , "'��,'��'�"':. . oNENTs AND vERIFY COMPLIANCE ­ Capacity of Wall Wall Segment """'�z,'�-, : j 4 94 114 (APPROVED HERS THM PARTY)SHALL INSPECT ALL COMP E TRATION � "�'*,'�11';� . 4 . .. � .'�'i,1.1'J�'��""", I ' " 32 39 5 36 49 62 75 88 55 74 133 : HTED MAXIMUM FEN S t .'. djustment Factor . I .++ J . ?v'�:�'�t�:i�-"!' Top Plate to i ":".' 12 19 25 . __ .� . '.� _11-'_. . . MAXIMUM FENFSTIRATION U FACTOR&allGC-THE MAXIMUM AREA WEIG I I - : _ . ", ' * Aspect Ratio 1P '�. . 61 84 107 130 1 R402 I; Assembly(plf) . �;�­"�E",' . '. 53 �* U 1� . "I � 11 pacing - ___ __ -___ -""'_-��'�'­"'­J Adjustment Factor � .� 52 40 55 70 86 101 '�'_�._ -"�:,�-,�-6,�",."-,,41,4�d�',�',-,��L','i�"-e�,i U FACTOR FOR CLIMATE ZONE 4 SHALL BE 0.40. , Exterior Wall Sheathing Nails and S - -_ -_ , '� 16 21 29 36 44 - '- "' *"�'­`�;'V' -, I � -47�'--�'� , 1. , .'w Roof Pitch Ridge Height : ,;;."-"71, 'e'll.;, 11r."_ I �� r �"'� �- - ' jT FA�,�'z;,i'-'�94,,,���-,�"-!--'!,!�lI �;_­'_. . " - ""_'.__._­ Q C) F* ;�',,, , -., - -".,:,--"�;'- -�"'* ; " �.;' - r"' --�t�'I' I _,"i" �7.1-_­"' ""�`,'�_' , "'."_ .. , g,r, "�7"�,, .�-'-"',_',' � . ", � . I '� - � I .." ... . � _� � ,W 4"� , -1 ,ill "�':'_�',. , T'i . - - . X I - ' . �"�' �'�!23�i .1, iff'!"' . _ . 11`�_ -"E' i .1 -" �5"4""', , " - '.-�-r:-"'��"­"';'c � ..' '�' 't:�4� �_:' ' - - ' .Tii�'_,'_­:i�i , , ?�z7f'��! -?,�i;"� E'��' , �'_,A'� . PROPOSED U FACTOR=0.25<032 OK 2020 NYS ECCC '�_. �� �� "�� '_ e f�"`j�'�' � - Requirements Wind TSeLlsmic Wind I Seismic Wind]Seismic ��'� I . ; . ,� , _ ",' I " __ g ..'�� ­� " _11­� -20 lr�r,'��"­i'-�.��"'; ��.'4'�"""�'��"'4' ��'��.'5'3�"�""- "��f' �"'1;"!;"'_"'::­ .. I .'.. I ­11- - i I 11-�,.'­1,1.11' � I ,tj"_ , ____ '." 1-11 '�', .- �""r`__"��`,"`" _'�""�'�i ,. ':� '�" -� � 4 ...�'�' , 9 '�r 'i�7 I ' _kK""�,':" �:i�74 - --, i' ._�,­ _"'.' I - .� . Roof, elimb "" ."25',n_ ":35"_�-'. '�C' *' '� "' 'fl 4 -z-;-",. _',';­,i!A" ,� . � 'f, . . I - ''�_"'.' , ", ;'i �' '_" ,X'�' - . " - ' . ' ." ,-t""�" -1 �, . all Sheathing 0.81 I. "A ",­"A,�" i'-"- .;,,��.,�'��i�7�:,��""",,;.-.-,_-j:.4,�'-'i,'����*,,��,�l-�",-.'-.,",�' ** _ _.�S'�jj�� _ '�' `� Ift) C �5 "�'." '_ '-��`­:­".,"", 88 :��'�' , ,,,�' I W 1.4 C) "'. . ' ' " 0 i: .. - 1 '�' '4' " _' §.5 """!:I'�Z95_" 'I 6� ­_." 1t`�',29,&2� interior W . 4""_"'�;^�'�""!�":­'A ------------- .58 0.72 0.66 . I _ �: ", _ PROPOSED SHGC WE14DOWS&DOORS=0.18 OK - . �,,,�,."��i�l-l�""",,��-�,,�,��,� ­­­ 1, t�L,��.1 1 8'���!'.'j��' _� ' ' - :,,,.A" �%­ .. V 11 '>- "'�;��,�i�`�'�'RS-;'-�, � 4., ". . - f ..' . 11, �P§_ �`, _ ,X,13" �� ;� 4-;".* * . ._'] 0.43 1 �.i ,, , '�, -,I," ',14-, `_ 1.1-1- 1. _ __.....1'___,i � ­� �2 . cn = , *4 11 .- , O'(flat) 0.35 ;' .! � ��"�`,�"-""".;""�'; " 2 Floors �" I" ­11 ,"'4' I PRM OSTATS-AT LEAST 1 pROGRAMMABLE THERMOSTAT SHALL BE INSTALLED AT I . !F-�--- . � - 0.66 0.79 0.71 0.86 �,� ,' I�� R403. -RAMMABLETHERM � .�%. � ,�27'-, .1 -8.� , . � 7 . - ! .1 � . ...' 1�� - . � I '... " 3/8",7/16",and IS/32"Wood Structural Panels 8d common nails � - " .' 0.59 .�- . ___,'�o- tti. s r � . . 1 , .; . ,�r;'77,."."'q"_'�" � 51 0.50 ',.-" . 'i . 57 81 105 128s - 87 123 159 195 THE NEW CONSTRUCTION.SEE FLOOR PLAN SHEET 94 1 � � ��'Z�"�­;�::�­J � I ...... r' . .- s6:12 54 66' - BY 3"PARTY. I I � *1 . 11 --- . 1. . 0.91 af. . 11 32 30 42 s S . ­ . . - .; (Blocked),maximum stud spacing 16"on center 6"edge spacing - ___ ��'�P"�""� �-'a 0.87 0.76 - 172 189 ONS TO BE SUBMITTED . '. - - --- ­1 1­14 . 0.74 1 1 93 133 R403.1.2 HEAT pUMF&tZPLEMENTARY HEAT-MANUAL S&J CALCULATI , "I ��'��,"�L "�j.,7� 10, 0.65 0.74 , "- 5 - 62 87 113 _ ,, � - . . -- ,:. . ..,f 125 __ --- . I 1, 'i ­_.11 �' . . � i'.-"­�'T, � I... 36 32 45 58 64 . '. I � I L I I . __ - 0.90 1. . ­ _ 197 1 .. 't . � 4 1'1''!'��­'..�"'�' i 0.472 86 0.75 � :;"� 54 73 92 111 130 82 110 139 168 R403.3.2 DUCT SEALING-NIA BASEBOARD HEATING __ ,. � .' '_ I . '3 ,�� . ; . 1.30 1 �' ` 0.63 0.71 i * 1. . ,; 1 12 28 38 47 57 67 . � '' . . ,� ". � . -Rated Sheathing 239 2:1 2:14 .00 ��""-'��'�-""'�'�� . I . -N/A-BASEBOARD BEATING � I . , No Sheathing or Non 336 ln� ..�.�_".'.G. ­'� , 1.00 0.85 1.00 . . ...! 91 125 158 192 226 R4033.3 DUCT TESTING ,� . . . . � _.'�'�"_L 0.92 1.00 0.87 11 77 60 82 105 127 149 ­_ -1-f �­ "":., I-,� I ) � . '� ­11 : � , 4 . 16 31 42 54 6s , " , . I- I . (S , '�tll'ft'r' " - " - " 8; :­Z1W-­,t2 - R4033.5 BUILDING C&VITIES USED AS DtTC-FS OR PLENUMS SHALL NOT BE ALLOWED. � : 1"f_-4��',73 1.10 --�'-_'-7 .; T'��,-g ,T�-,,,--��-L',T,l��-�!,,��.',,,,�r�"-­P"C' " 1 ' ' __"" 'U'--'.!';"*�' bi'7`14§�'�' � - . . ­ - . , "r "I", `i4-�."�.�� ,;.171-- : _ � - , " li�' 6 Z_�� 49�7.1�11*.'_�_';O' " �'1-11 " , _�:" ­!'�' I 11 ��'­- -�""'f ' '-�"W;�,"" ",.7t'�,.�,'47.,'�,����bU�t�'�*-"4�,k�,�,�',�t,�,��,�.;`, _ I. . '%i�" I �.'.-1,-11�"�i. �, _­.�F;'.�-­,'-­'­- � -"_ I -�'."­'I "I I i: �: ­X "�'-''�k- - "" '1.56­4�­ M ,_' § -,,,- �!"_-�,�� - 3.0 SEE NOTE SHEET#5 . , q�A�,.-��,b:V­-- -, -,73',',"i�­' Q� '.aAW`1 ', 1 7 ' -jW-_.�,p- 4 , . I . , , , �-I 0 "-; �fi., R491.4-MECHANICAL SYSTEM PIPING INSULATIoN-MECHANICAL SYSTEM PIPIN . �.'-�` I ( (: 1.21 1.19 1.01 1.14 0.95 " �' I TP� 1p � . r ",. .' I G CAPABLE OF CARRYING FLUIDS I 1- I 5- _14. �'-­-,-.' - � ""�"�W�' �i��-'­��­':;'�' ,-;4�� �*,,---� 2 " - � i . I . : . .i Roof,Ceili L4' ` "?i ,;,,, '� ­��AW ,. ""','�­­'-" , I " "'�­�­.�'-"A 1.15 1.29 , 1.04 NP . . I . �-� , t, 154�, ��.� ,. t . i�t """' P' " Sd cooler nails- , � . ­� -_�,��--,'96- '�� ,­t-� v� �� :9'e­�;';' "­­ '.. ��h"�?��­'��'�.�;' . AUM OF R= I ,.-'�'-':'-�� '""'r��"�,' -D4­-,'4_A , '. :'_'. �', , "'i I t' -1, .. I . � r��"�"" A� .� , ,_ ' "s" '? , ­ . '_ i .1 I �. ' . _ -, . 'v'4-"'?�� '� :jj���3"�","��:',i'7 ,1"�� ''i 6 �__��' TEMPERATURE MAINTEN . 239 .2.1� I 1 2:1� 1.00 � 1.00 � 1.58 :1 9� , , , ABOVE 1050 OR BELOW 55o SHALL BE INSULATED TO A MIND - , . - . . psurn Wallboard(Unblockell 4io -'If:".:�"'�f�'4 I I i 20, . 1.49 . � t'. A 3 Floors' , ,X" %X­ �� 1, -- 4 , _1 2i� , 26�;'2 I ANCE 5)L9TEMs-ALL CIRCULATOR PUMPS ; - I � 1-1 R403.5.1 HEATED WATER CIRCULATION& - - � - I n14- .. __-_ I'�,�'ll'.���l_;,,!-,",�,�.,�..- _­'­"." ' " -, ---__ 5 . ; . 112"GY1 - 7"edize$Pacing . __ I�'.:��:��':!"."'�__ . . i . I . . .0m - I'll. , J � �M.I.I. - I ­1 ' - '�4" '��i . . 86 121 156 1��­' 130 283 236 289 , � � . oel_ . ""�' - , j�� NP=notpermitted ;.. - ' 44 62 80 985 SHALL BE IN CONFORMANCE W/R403.5-11&R403.5.1.2. ,I r I I . .'.'�"!,*'� '14 1 p , INTAKE/MAKE-UP AIR)SHALL CONFORM TO . I . � _' I ­ 4 4 . , , "' I diameter of at least 0.131 inch can be substituted for 8d c.ommon n.a.its�. I�:. I . 32 168 18S5 - 1 139 197 25S 281' - MECHANICAL VENTILATION-FANS IN BATHROOMS(FRESH AIR r �' .11 ' .. ­1. . - _ -_ ' ' 't"Wood Structura' 0.65 0.50 _ . , - - 92 130 . R403.6 - I I I ( 8d common nails - .'' , alent pneumatic nails with a nal . 1 67 87 95:s -- �. I ,,,I I �`l 5 10d box nails or equiv, .. � . .'. 47 2.1 2:1 � ", '...- ­ . � : 36 � . � 478 " I I 11 .. _ t C; 3/8",7/16",and 15/3, , . � ,;'1:�;' '­."�',- ­ ­­-1- I : . 1 . . - .- ENTIAL CODE OF N.Y.AND TABLE R403.6.1.SHEET#10 ( I I . . . ":'I .. ..:i.__ . � '-.-.� .-, . (MV) ., I Panels(Blocked) �� 6"edge spacing - __ � 'f � .- . ­1 ­ . THE REQUIREMENTS OF THE RESID OR � I .. I 11 ."-.;: ...�'.'�� .. ..1. # R403.6.2 HEAT ECOVERY-NEW DWELLING SHALL BE SERVICED BY A HEAT RECOVERY VENTILATOR ____ I:--- - m"I I . . , . . -� ... I, r--: --- - - . �. ..­­... . . . I-..- 4 ; _��- .� ".'�. . . - _ .:� . �_ .1 . . I . I �. . __- - . . C APPLICATION,OCCUPANT LOAD AND y . ;.�'.'. _ . 111-1 ,, . � '� . '. I. . . . .. :1 . . -i . __:. . ENERGY RECOVERV VENTILATOR(ERV)LISTED&SIZED FOR THE SPECIFT ,�r -1Y .�' ." . I '��-'_v� .. . . '� ': - - .:*�' I I . . .­.. .... ...... . I . . .. � ., - 1. , . '. : 2018 WFCM Changes - STD350 I" :' ' - :;' ..', , . , . '.�......... . . . . � SQ.FOOTAGE. 9 I C'. � , , . � . :�_;'... - I le "'� . ­ . . Footnotes to Table 3.3A . R403.7 EMPMENT SIZING&EFFICIENCY-RATING SHALL BE IN CONFORMANCE W/ACCA MANUAL S&MANUAL J. . I � I . . 0 i- . . I- - Exposure B R4PJ,_$ -SYSTEMS SERVING M1iLTtPLE DWELLM IMS-NIA i I �' . Table 3.7 - H;ader connection Requirements for Wind 1 Prescriptive lirnits are based on assumptions In Table 3.3. - 1, . I � I � :,Roof Assembly DL=15 psf) 2 Anchor bolts shall be uniformly distributed along the length of the sill plate.See Section 3.2.1.7 for anchor bolt limitations. R403.9 SNOW MELT&la CONTROLS-N/A .- q_ (Dead Load Assumptions __ __ treated Southern Pine. R403.10 POOLS AND IN-GROUND pERMANENT SPA ENERGY CONSUMPTION-N/A �� 11 I- _.. �...'' 11 160�� ISO� all be Increased by . . - � � 3 Sill plates are assumed to be I R403.111 poRTAOLF SPAS-NIA .� Wind Speed � 210 115 1 in 130 U0 4 Where the lateral force resisting system is other tha n wood structural pa net shear wa Its the nombe r of anchor bo ts requ . I 3-second gu trnp) 90 95 ....���I 195 R404.1 HTIN . i I I I., � !red sh ! 10 __UG_____fi W f "I ......I- �,.25. �* >� . :'� LI) - multiplying by' r other load cases by multil�lying by the app 90%OF ALL LIGHTS SUPPLIED AND INSTALLED ON TI , i , . . �;1� (See Am I- nectlan at Each End He r __ 5 The number cf foundation sill plate anchor bolts can be determined fo ropriate adjustment factor given in the . HS PROJECT SHALL BE HIGH EFFICIENCY LAMPS OK 04 ' ­­­'�'� �_Q'dre capa of . i �,- .---.- . . .. .'� . ECY �* . - - I��'Roof Sp n Header -- --- L 6W L uW L t?"A L U"" L 61AA L uW L t?" IL following table: . � - - - -_ CONFORMS.ALL LIGHT FIXTURES PROPOSED ARE HIGH - .­ ;': Span . =-- -___ . SPECIFICATIONS BELOW.2020 NYS ECCC .� - - t.,i (ft) L uW L 6W _ _ 4 4 short term loading due to wind or seismic loading in Seismic Design Categories A,B,C,Do,D1,and D2 ­ (ft) - ­ - - 81 l6ii 214 190 248 212 304 249 Roof/Ceiling Assembly=25 psf H WALL SCONCE(1-13 WATT BULB)LMOIDEL#H8929- � . 1 Shear capacities shown are for board only,the 1.�- j7- 72 4i- 79 -�9_ S7 70 94 95 211 122 129 151 Roof/Ceiling Assembly=15 ps ENERGY STAR RATED WALL aCONCE=-GLASS NOT '� - locked.Where shear walls are gypsum wall 2 __ 79 27 66 _E-9'/"HIG I'I i I i I 14ZE W/CHERRYWO W� g aspect ratios exceeding 1.5:1 shall be b ,, 8 53 17 1.9 ,91) 22, 244 257 30� 295 362 336 428 379 497 425 608 499 . 00 BLADES , : ' Gypsum wallboard walls havin I Design Provisions for Wind and Selsmk(SDPWS) � :."A. 4 16 106 35 118 54 lk 74 245 95 IS9 118 273 141 66 386 452 443 S44 SW 641 569 745 637 922 7.48 Minimum Floor=1 Fi�_! Flo-or-20 psf i!-o;77-_12psf Floor=20 Psf . ENERGYSTAR ED CEILING FAN="52" 4 _-� I � mm ' AWICIANSISpecia rt 159 52 178 81 197 ill 217 243 238 176 260 211 283 285 333 3 - -, ", Building Floor=12 pst Floor-zu ps Floor- sf Floor-20 psf 2 RAT 1 6 24 ,� .1 1A101 �' '. Partition a I t Partition-8 psf Partition-8 Psf Partition=8 psf ' MODEL#H?8791. C P&I -_ . .. -_ ..p maximum aspect ratio shall not exceed 2:1 in accordance with .I,�� "x�W �i- - M110 F.9. - "I,., . 11 _05 ' Supporting mension,vv partition a 8 psf P-a-rtition-I 8 psf Partition=8 p %M�11-1111fl wall.180 If Wall=110 If Wall=110 If s--MINKAS GLASS N "14"WIDE 2-Ll BATHROOM LIGHT(2-13 a"'. a '_"R 11 . �' �'�'3"" , ;�T_- 31 Di ENERGY STAR RATED.BATffROOM LIGI . Table 4.3.4. B,or C. Values . '� 12 '.� 91 � '11� , " 9 -) . 2 -1. " ing due to wind or seismic loading in Seismic Design Categories A, . & I -, '0' "I - .__ _' il I 2995 -ctlon shear load adjustment factors WATT BULBS)MODEL#H8931, 1 MI., (ft �' ,i it,6%Bi-- - I E_ r V- WATT DIMMABLE I Vint NAIV Tr R A-- 3 Shear capacities shown are!for short term load �' � - =IM, 2449 IN3 V20 - , ESSED DOVMIGHT=" �* W .. . � , '. z 1=1 11111 m ;�I 3111 1117 09 T",1111� 19&7 27DO 2432 1 . mic Design Category Do,D,or D2- I � ;tpAa�m 74 215 52S 296 578 381 635 470 694 563 756 51 $87 975 1028 14 1181 1.28 E1 qlE�ill(;�;STAR RATED RE io-I 0!!� I shall not be permitted in Seis heathing type 26 65 425 138 4 631 1512 1924 2236 1912 2736 2244 - 1.00 1.10 1.51 1.60 1.18 . maximum value of 3.5:1 provided the unit shear capacity and s 4 11 14 529 782 634 $50 56 998 1097 2257 i5 1328 2 12 1.33 1.41 . � .1 651 429 7 2139 1.20 .1 4 : ! : is 73 478 155 533 242 $90 333 7rid 1 944 951 1108 2219 .2285 1505 2476 1812 1679 _ 24S4 2125 3041 2494 1.39 1.00 1.12 1.49 1.59. ,":- .11, ­"_'11-1.31 141,1­ MODEL#1W56L . - atio is permitted 1 477 794 1 SU 1 867 16 1.30 .'.yz��u";Z�'-',,�'�.'T'- -�' . � -'--�'��' ?.-�;,'�.' I RLACK"4 1/2"HIGH LED OUTDOOR LIGUE MODEL# . = 0 . � 'i - 20 81 94 149 Ill 193 129 240 148 290 168 3" 19D 401 222 492 249 � �7�I'll 1'1'11"W�M_110 . t TZeA��" . -"LEXINGTON RL � I'_ ' 1'6 . ___ I I - - , . The aspect r to be increased to a d structural panel shear walls or 92 269 656 370 723 :�:"_7 Ir,r ;10. -� , , �i_,4.5.3' . R RATED OUTDOOR LIGHTs with SDPWS Section 4.3.3.4.1 Exception 1 for woo � 531 273 592 .­;�­";'.� It- '1'412?.�r � _'i'� ENERGY STA : . 79 89 87 108 ,�-Z-7 ..3 ,,, .'� 'T"'jlt',1'13�4JTR:�"�'�.k�'�Z' y .. '1' 11 r'­� '; _4 � 15 , __ d in accordance ! - 59 37 379 802 42S 994 499 ��r,,�",-"i(�,-:,4�T,��,'.�!-�mi , ' - �Tvfl""%"112��i' ­­1"'.- " = P4 ; 'I 2 6 53 21 71 479 295 580 336 6N .. I ,__ J, .27- .'-�"".'­'111 ,�� .'�"4V��%�'�"' �'- �'11�1, adjustment factor are adjuste 132 106 14S 241 2S9 178 173 216 189 297 222 385 257 1202 637 2476 748 Roof,Ceill . . �.. I �_ I.. ­­ , .11�. I �- '4: WATT LED. ng � . 11 ��111_-� 'u;L' ..'�'-A' - - � � 11 206 41 118 73 443 970 504 1031 569 ff �� .'� `-`­�2-45';"; �0`1-5T, '-�,��_-'�,.-'�'.�,'-- -7-o,,", ,', � � �,4"-'n=.- � """'r, �, -'I '�';��' ,.,," . - ; i 260 324 283 - � �P._ , 'I -SHALL NOT HAVE CoNTINuous BURNING PILOT LIGHTS-N/A 4 578 386 719 .�'-' :- I 160 217 212 238 267 446 333 - 7'L"" _; "'Ji..ii LTEL GAS LIGHTING SYSTEMS � I . � i 17 159 62 178 197 -' r �'IM -1 -m-'ps 1� �­' �­ i ", " ::'4'�" "4";��Ie."":� .",."" .. . CHE Exception 2 for structural fiberboard shear walls. �� .- - -­­w - F%i'A �� "tc::", � , R404.1.1 .'!� �* , ,, . 6 110 - �M41' .. W 7 1 "_' � '­"I I � . I '� J'Effill" 6y M' '. 1.23 R404.1.1 EX I RIOR LIGHTING � ��' - - -,"'��!_Aqrq.ow; -f� ---M, 41 &I Floor �� "'Ils&' � - � D FAM ' I a '2- i;1 - -,_U a - ____ _ I �W" 1.43 1.56 k. -- ' V ­ ' - � 1.00-,., 1.15 '�85 4� I. _' _ - 0.M, I" 'f -1-i ­ 1.38 rr INTERIOR LIGHTING : i I � , r - %'u , ��A 04 � i � - TV -FOR 1&2 DETA . - � . I � 1 � i go I -A � �!!!!! ­ M-1�4 1.21 111� 1.16 1.23 1.39 . R404.2 PERMANETS -SHALL BE CONTROLLE 4 , ��Wft 1.42 1.56 __ , . � 4 1 , WQ Q401 I � 6 'I %I I -01, al- 4 _ I � . ,�T�5 I ,�M.' 110 D WffH EITHER A DIMMER OCCUPANCY SENSOR , _,4 , '�' W ' _ 10 pl;4,i;�I 32mell" '� & � - � I � � � 24 - , 51t, , �' %if 21 !'g'-,'-' - I,'R'""";-. 110 - i N w �;'T 6- ,A - A I A I r , , ­­"' ILT DWELLING , 11,111 -p."M, _' '�l"I V, I - � �� " - rw�r , - I , � V�j - _� "_'� �1 s SHALL CONITLY W/SE"ON C405.4 - , �,';1 I _"' I .1-19 - 4 !T, �z . 9 �;) I , , � -9 I '. . : ,� I � ,. N M, M=" 111,b ,-M -�" -.---- C) U � � � . �sri'a mm 0 1516 32oS 17W 3937 1995 ­1 OR OTHER CONTROL BUILT INTO THE FIXTURE- .I. __? � . I ­­.. ­ 4 9W 74 292 525 426 578 565 63S 712 694 86S 756 2190 887 1541 2028 1918 1181 2321 1343 275 3606 1912 4429 2244 - � ___- 1.46 1.00 1.13 1.48 1.58 1.12 _GRETAER THAN(>)3()wATTs suALL HAVE THE FOLLOWING CONTROLS-MANUAL I '. . ..� ­­_ -------�� . ! 16 45 425 166 4 781 973 850 1338 998 1733 22S7 2158 1328 2621 IS11 3094 1706 4921 2494 1 1.00 1.15 1.57 1- 11.13 1.28 . R4043 EXTERIOR LIGHTING S AND CONTRoLS THAT OVERRIDE AUTOMATIC ..­_­ ! 51 478 186 533 329 590 479 651 636 714 $02 1.44 1 loftom Plate to Foundation Connection I i is 1476 2901 1679 3439 1895 4OD7 2125 1.32 1.45 ­'�n�. �&+"� -,-'7'-'J"­ --­­r"-"-mr'v­. I . ­i �7'z-"­'i :%iloid F�_ IN DAYLIGHT HOUR 0 4 Table 3.2 Sill or I ExposureB . I S31 207 592 3r,6 656 S32 721 7071 794 _ 212 682 249 16 1 -11 1'1'1."i��"�3.s�_'V 5M�T"r+Vt-.1'0 1�11-121"­ _�­e_- " ;_ '' t.q.V�ei� - '�� :X;-""?'��:��'._.��"'�' . ,;.. ON/OFF SWITCH W/AUToMATIC SHUTOFF '� , , I. 66 70 94 203 --- ---- ;Aziz`,'�"��` " 4 .'4 &�'"",�� ,1� �' , , -, .�t'�"�­'­ 1 20 57 59 47 0 379 1109 425 ,, i '�'It�,`�`�-%'��'��'FVV�'Y.&,f�t. _-� le, 'if.55� " '!�'�:'�`�"�'.-. ".-,- ,­ � RETURNS TO AUTOMATIC CONTROL WITHIN?A HOURS- ... �. ! . � - 72 94 79 12o 87 146 112 264 129 330 148 400 268 47S 290 555 1364 499 *'�*�41,�-`-""'46 ..". 't Z� '��"_ _11.1 '"?�:J"M!'- _ _ - ." "­�� '4 '�",,-" ..".-��".'- SIIUT Or,IF THAT .4 � � e"q' , - � � ­ _," . _'�­ ", i - "M, - -� '4�� .1- �.�_.';�­_ 4o6 n2 -529 _2L7� 660 295 Sol 336 95 ,� , "�"'-1- , , , - .1 I", .. Requirements for Wind(Cont.) Roof,Ceiling P'Z'1'�_""�- � -, , ;.f � �! .- ." i I 2 4 53 2S _'. � -� '11, '�� , I 1�!4 _i - ��e� PARKING AREA PROVII)ED ON THE 1&9 159 24o 273 293 189 504 1426 569 �' ., , _"' ' 0"�"- i'b&�v,1�,,, �? '81*-,k%n. ' , , ­ I - OUSESW/ i 1 49 218 93 131 140 145 1W 637 2046 748 '� .�4� e _�i " .11 '�'.1�_,�'."_'­ � , 4.1 �* 01N ' - , � , _� lj � R4043.1 PANE ,CAPACUX-I&2 FAMILY DWELLINGS&TOWNH ! . : 5 psf,Wall DL=121 plf 7 106 443 1201 ��"j..'­'.,t I ,�I'��' 43"-�'�'-'�'k�' . I , 4 I 21 259 60 260 439 283 609 333 793 386 990 ig .? 7 - ! . , ''N! ;��,�.R t � �W� %4 ,I - - .�� -q, vm-� % . . ' , &2 Floors ��M�izt' '.� �- Dead Load Assumptions: _ . 74 178 240 197 210 217 283 238 3 1 1 " - � �� � W, -� , OUT'LET FOR EACH DWELLING UNIT OR PANEL CAPACITY& P,got/Ceiling Assembly-DL=I - : - �_x ' , - ' �12­ � � 114 1.34 BUILD .'w_*': - I 6 - � ' &WEM 12MM mmtpl��10W 1.54 . i 1 4-17 U 41 W " -.9, I'. - , �� �,47,� t - ING SITE snALL HAVE A 208/240V 40 AMP : . w�L$5� ,, I - '_ 1W 1.40 1.00 1.19 1 1.36 TALLATION OF SUCH AN OUTLET. .--------- ­­ ­_ r .�".,1�3 I _ - �9 32 1.23 160 1 . agj'�V4 ' -ism, *--�' � CONDUIT FOR THE FUTURE INS . . I'll --st(mph) 80 !'U�4FA �vTt" �% I T V2 0114 2' , I --1, - " 1.53 1.15 115 -_ . t . � W" ,_ I i Mal 2 9 04 ".0 : ad 3-second gu 195 ' t4 �Wi I I � ' '_.1 .....8 It � � 3M 36 1.39 1.00 1.20 1.25 . _ . . * � . W., '"'A' � ,-" Am Bw i M= 1 1.21 -- . (4 C). .. I � , I � IQ ' i 'f9k 1�5 w2k, y� 507 199S ___ 1.46 1.57 1.09 1 - ,, -i'01 7 M""! , , . '. - 4 -f �io . Wind Spe ISO 10 1�0_'IiCF� I , '11, 1.23 - '. - 2�44 12 . " . - 1512 4277 111015 11:19 613'L2 1.09 1.26 - ' ! . S )3,2,1,4 ,� �� - M ,� 9S9 694 1172 756 162S , 887 2115 1OZ8 2642 2181 3203 1343 3802 2516 4437 1.14 #4 1CC-IECC RF,S-1C TOTAL UA ALTERNATIVE ( ee Fi re 1.1) a, B I-1 in z as L 2700 . 5 s6o $78 755 ' "_ 1.37 1.49 1.00 i. I of Connection(pI 16 29 � 42S 197 474 .374 52 635 1328 3604 12 339 1.42 "y'...". P4 >0 1 cit -_ 1157 2971 1 191'L 2 1.56 . ; Roof Required C a - 1318 85o 1 1828 1 998 2379 1 1 .... �. 11-1 '_ .��I�"'�_'� ��-'��'I""­' . . Q� 4 1 421 590 630 ' 651 71 12 9 781 IJ6 2912 24 1.00 1.16 IS ' 33 478 222 533 644 1 8 004 1 1679 I 4752]1895 S546 _S 6921 94 16 1.34 1.47 --­i '_,"',­%�r, --, �'4' �",'�" I_. - . ­_ '�'­111111 , V'­--�"'�1_"-;�.�"­-'­,,A-" -55�"'?".�'� . _ ;111� . . , ­­n'­ �* __ - "' ' , � Foundation � - '��­' ' _`**'� -'_'T'�C�'_"'1. s 3301 ;1476 _ ____I_ �§Z , I I- � 2 S , I I 'III' . 36 . S31 J A 1 S92 467 1 656 700 : 723 1 943 1 794 111991 867 �' "�� ,�' - 1­ i W._ 2 0 I _t 14651 944 1203211208112 1 - , I'� -."t"�j'��t"'�'?'-�' _�'��'�""'�'-�f�"'�" ',�_':;','�'_ "�".�'��­�!­<­ r�'V�?-."­';"­ ",.;, �',I t R103.2 INFORMATION U� (04 r ­­­."?".'�' �z -.���' 'r',",'1,Iq';'_.',"" I i Span S U L S U s U L S U � _ "I`i�.�"'O_'_'_ .�.." �"� � � ,�` � 7- . L S '.��'n �"' 1� ',';", � I .,!� I I ' -_�' , r.F ' o%"-�$ 'i� '�i;'T:i" 10'.' "' F­1 ; Connections i � "I­ "�� ,,- _X'Pu­'1'-' 1,4'�' �_ - '' .10'.' -- . I " ,'_ :L; '� N -I �. ­,_,J­1,,.,' ,, ' ", ,- ��"'�;'__'. _-'­�_,' . _�' I,,,,." , _..'. � �." R402.1 GEN z 4 a, ­1. I !. ---'-,",r.'2 '� I ;11��'�� ��'�­�"' WINDOWS-DUAL PANE LOW E COATING I Supporting L U = Conn ao. Roo., �"."" � __­ , 'T", ' "' .'IM" 1. o I , L, '� ­_ ""' '' �. : I . - --- , - .- _ . t (ft) U I LL ___- _ I�� ___�2_2R 'L = Connector lateral load(perpendicular to the wall). 8,3 Floors e,':��"z"I L;�. ��j' '�_' , IQ L I­­_'. I- . ANDERSEN DH TILT WASH 400 SERIES V-1 0 C) ! ___ __ - - feet of building corners. . I. f_1 HiA.- �';".' �!._­ ; ; ; * * 284 141 * 321 176 * 36OR 231 * . requirements shall be permitted to be multiplied by 0.75 and 0.92,respectively,for framing not located within 8 '�.'_�-t "-.ax�-'4 ­­-­­ 1.53 1.11 1.32 . . � . :; . I i 12 78 250 109 226 294 ,'1 Tabulated uplift and lateral connection .. 32 1.24 1.43 1.00 1.21 .34 Ill ill . U VALUE=0.25<0.32 OK 2020 NYS ECCC . z .-- i __ 184 1 1.42 r 1 1.52 = 0.0 E-0 �J ? : . "_� 16 107 145 on requirements assume a roof assembly dead load of 9 psf(0.6 x 15 psf=9 PA. e permitted to be reduced by 36 pif times the header . 36 1.22 1.00 ,I 1.22 . SHGC=0.18 OK CONFORMS 11 20 137 181 228 277 356 1 ; 2 Tabulated connecti supporting a roof assembly.When calculating uplift loads for headers supporting floor loads,the tabulated uplift loads shall b ill plate anchorage load includes 20%of ground snow load where the ground snow load exceeds 30 R402.1.1 VAPOR RET W F_� 9 �D I i. Roof at� 328 419 11 3 Tabulated uplift loads are specified for headers I .ffective seismic weight used to determine foundation s Ly WITH R702.7 2020 RCNY 1:A 9 271 1 0;SDS=0.83 for SCiC DI; . I ( 24 167 218 I I . DC A,Sos-0.33 for SDC B;Sos=0.50 for SDC C;Sos=0.67 for SDC D VAPOR RETARDER SHALL COMP 483 , span for each full wall above. .- 0,D,and D2 are as 1`0110WS:SDS=0.17 for S I Flo 315 379 1 cludes the overhang length and the jack span. . -1. psf. Sc,s usedfor SDC A,8,C,D . ,,,,,or I R702.7.2 VAPOR RE R CLASS- .. Ili I . 8 7 254 1. I ice the jack rafter length.The jack rafter length in C � I 'k 19 359 431 546 : '4 For jack rafter uplift connections,use a roof span equal to tw is based on a building length,L,equal to 80 ft. 6 mill,POLYETHYLENE VAPOR BARRIER : SDS=1.17 for SDC D;t. W � �* - � 00 I � 11 Sill Plate to _J (232 2'2P 291 403 4821 610 . 1 7 The number of foundation sill plate anchor bolts R402.1.2 1NS1a;LAJ1QN AND FENF ATION CRITE RIA �* 11 'g- Z�e&) 328 -- - - - . 1� i i i 2 OK CONFORMS C �* .� )l � I __ 20 65 1* 376R 108 * 427R iss * 482R 204 * 541R 284 * 635R z I.� '_-� . I FENESTRATION FACTOR=0.25<0.3 = --e� f 1 24 95 255 347 . __ . ­ . GALZED FENEsTRATION SHGC=0.18<0.40 OK CONFORMS 2020 NYS ECCC R402.1.4-.026 ; . .*I ,i - (Crawl Space or Rool&2 145 199 307 410 1 le Total Uniform Loads(Deflection)for Roof � . ..-. __ � I CEILING R-VALUE-45.0 OK CONFORMS TO EQUIVALENT U VALUE TABLE 101.0 � .C.;r., :� . Basement) 28 125 242 � Maximum Spans and Allowab ! . . - I - 1 182 �. . . i t Table S-213 � . ME R-VALUE=15.0 OK EXCEEDS TO EQUIVALENT U VALUE TABLE R402.1A=0.06 11 ,: I Floors 286 358 473 � ! ds. I . WOOD FRA . . :� I . 32 155 Sheathing for Normal Duration Loads .. . . 218 . " � I— - I MASS WALL=N/A . . I . 409 537 __ I � I - , .. . I . 36 185 -- 255 330 -- * -7i 3-8 * 847R .I_� � . FLOOR R-VALUE R=21.0 OK CONFORMS TO EQUIVALENT U VALUE TABLE R402-1.4=.026 . � * 644R 234 T22R .1 -_ � I., I 09 * 57OR er 2 or More Spans . * 501R 1 170 I - ; I. 1 28 52 401 �l Panels 24 inches or Wider Continuous Ov I Table 3.313 Bottom Plate to Foundation Connections(Anchor Bolts)Resisting Shear BASEMENT WALL=N/A . .. _- ___q . . . � 1"," .i - , Roof&3 214 285 .1 I Minimum Panel withLon Dimension Perpendicular to Supports I . . ! �. 146 1 I SLAB R VALUE=N/A 0 I. 1 32 82 337 i - � from Seismic - I ' ; 464 . % s Spacing(in.) I RAWL SPACE R VALUE=N/A " I Floors 36 1 1 183 257 - __ - - 3 : : Span Rating Performance -_ - . C . .: . .- .3 212 436 �r SheathingType Category Maximum Rafter/ J_ 24 . R402.1.5 TOTAL UA ALTERNATFVF . , : . ( 3 3 436 or Grade I . . k - 12 78 148 436 l 436 141 190 436 176 . ...I. � Truss Spacing(in.) � . . - ! 226 . 294 ; Allowable Total Uniform Loads(psf) . For Seismic Deisgn Categories A,B,C,Do,D1,and D. SEE CALCULATIONS ABOVE-CONFORMS 2020 NYS ECCC I 1, . . I . I 1 16 107 145 184 356 � __ -I - __z_ 49 . R402.23 EAVE BAFFLE- I r I I I 1� .. 181 228 277 � __ - _____ 91 (in.)I,,2 . .1 . 20 137 1 2 - 24 402 Anchor Bolt Diameter(in.) Maximum Anchor Bolt Spacing :A 328 419 519 201 115 61 __ .__ - DETAIL ON SHEET#7 OK CONFORMS i . � � 218 271 ' 24/16 1�7�116, " -,` :-�. - 07.2A ACCESS HATCH AND DOOR ! Roof 24 167 � � . !1' 315 379 483 . Wood Structural Panel - _ 164 85 . .'. I ; I ,.'�� . 28 197 254 1 S 760 - . DETAIL ON SHEET#7 OK CONFORMS '-��, ) AIP . 546 � - 562 312 156 - t.. . '/'-�, I� i I 291 359 431 (Sheathing Grades,C-C,C-D,OSB) _AO/20 19/32 24 1,478 . . : . VS.. I . R402.2,5 MASS WALLS=N/A , �e", �' 482 610 1 __ ' _'�c­1 ­,x C-RAP _ 547 270 *1 FLOORS=N/A . . I .L � 4031 1 24 2,620 .1. . I . RA02.2.6 STEEL FRAMED CEILINGS,WALLS / - " 1�1' I 328 _ I - : I 1 3 48/24 23/32 11 . .f-": ,,, - . -. I Wall Bottom Plate 36- 258 -- 3 - 3 436 : _' ������ _ 989 L11 ­ i 1 Tabulated anchor bolt spacings assume shear walls are sheathed in accordance with Section pERMANENT CONTACT W/THE UNDERSIDE OF .", " .1 1,_:� . .. . ___ 3 204 212 436' 284 249 �� _'' ,,, : R402.2.8�QQRS�-INSULATION SHALL BE INSTALLED TO MAINTAIN � 0 i . 108 168 436 155 190 436 16 o.c. 19/32 24 i I . I . 1 143 436 - %. "_�'­�._ .-, if " �_' �CA . . . . � I to Foundation . 2o 65 255 347 � 24 _ 526 292 147 . . ulated anchor bolt spacings shall be multiplied by THE SUBFLOOR ABOVE-SEE NOTE SHEETS#5,#7 . -':,?z_��I, - .-�"-_*�, 1 1 145 199 1 . 20 o.c. 19/32 __L,380 � .. .'."- 3.4.4.2.For other wall sheathing types the tab ---;..- �. 1. : (Slab-cm-Grade) 410 1. Wood Structural Panels 74 13 205 1 .I.. a R402.2.9 BASEMENT WALLS=N/A _ . ­ _P" I � I Roof&1 28 125 182 242 307 . ; 23/32 24 - 1,968 � . .1 the appropriate sheathing type adjustment factor in Table 3.17D.For anchor bolt limit tions I�� '; 11'� � . 358 473 . (Single Floor Grades, 24 o.c. : .1.- R402.2.10 SLAB ON GRADE FLOORS=N/A ��' , '.1 Floor 286 1 24 _ . I _ ----. �', _I , , . "!� I 218 ! - __1,252 160 . . see Section 3.2.1.7. I I , .':�I: � "I". I 'i . � 32 155 1 537 Underlayment C-C Plugged,OSB)2 32 o.c. _ - ! 758 � I ,� i 255 ! 30 409 : � __L/8 24 1 7,515 1-2,833 1,555 2 R402J.11 CRAWL SPACE WALLS=N/A \ e�'_- - 7 1 36 18 1 ; 1 48 o.c. _ Wall bottom plates are assumed to be treated Southern Pine. . . g402.2.12 MASONRY VENEER=N/A I 11 ! - : 1-3/32 1 . -_ .- _ . .� 1 �5' i: I __ 3 234 !f 71 !f � ! -- I %'. I Q1\1 . 1 168 436 170 1 ; .....� R402.2.13SUNROOM SULATION=N/A '. I r . , � ' - ___� �/ . . � 'I.' . 0 28 285 401 . - . . . " I 1 214 . der total I I . . . - ­ -U FACTOR CRITERIA=UA ALTERNATIVE - �, ",�'/ � I Roof&2 . oads(assumed io psf for dead loads) .. . .. . . . � . . �- 1�,1. . ;;.,^ i 32 ection criteria of L/240 under live loads and L/180 un ked.Otherwise, .­­_ R403-3.1 � . ,7 337_ 464 1 Tabulated values are based on defl or other)are requ . I I I � -1 . I Floors 36 M__ 2r . 2 Edge supports(tongue�ancl groove edges,panel edge clips at midway between supports,lumber blocking, . I SHGC=0.18<OAO OK CQNFORMS =��q -- I I . . , , - . R40233 GLAZED FENE­ --I EXEMPT ON= /A 1 1 1 : U = Connector uplift load. the maximum spacing is limited to 19.2 inches. . . R4023.4 OPAOUE DOOR EXEWTIQN_-N/A 0 OF 10 : L = Connector lateral load(perpendicular to the wall). I . . - .. .- - I S I= Connector shear load(parallel to the wall). . ---.-----. __ __ , . .j-iiiiiiiiiiiiiiiiiii�ii�.A., I� -.---.- 11111010"MOMPONNOWN .1114023.5 SUNROOM FENELTELT-ION=N/A - !* * \�. C ' d W/L for wind parallel to the ridge,where W Is the I ­­­ . - ..___ . - 1111111101111110131� _'.'______*90" � - ��� iiii�Nffi1�,Il1iii",,lI` - RETURN DUCTS N/A-BASEBOARD HEATING � % ; = L1W for wind perpendicular to the ridge an . �­ ­ '7- 4i'j",iI1n_'-1-__1i=VIM. _M I .. . . . I ... --- .. R403.3.1 INSULATION SUPPLY AND . ! R � I .1 jE'o, I, . . . . - . . -. - I . . -R403.3.4 DUCT LEAKAgE,N/A-BASEBOARD HEAT 10 7Sh.,rWall Line 8...ath SIS L I I I 10(11 IOS LlIoLlils ±:�:2 1 1 =====�� --------------� DC Ell SLD C -Tulm I I L W E . - /V ��' . 1 2.5 2 ' ' ; ' %M ) r . I t-a I I � '_"' ' � ;j;2� '_'i ' ' "21 _"L7 ,^A X=. -8 ' 0. c z (P !L)4 4 J [1�n I - �$_ 11 . \ building width and L is the building length. �- � 0; ��, I= -. . . R@MC5=MN==:zWMrA-;=A"�1_0771 . . . . . . . . .... . .. . - . . - �11 I . I . . . . . . .I I ­ . I I. . R403.5.3 HOT WATER PIPE INS ON-SHALL BE R=3.0 OR BETTER SEE SHEET#5 , ' \ I . . . . . . ..t I * Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. ­_ . . . I . . . � .�� . - .. ._­1...,"4. . . . . . �. ­1 . . ' I -r ' - .....". .....-­'_.�-...1".!.... ._....'_ . � _. -,-... ___1 I":'*"*1 *­ . 11 I . - . . . ' ­ . : . " ' ' - . ....�_.. ....1. . � .�_.. ­, .. ... I � . . I ..* .1. - - ­..' 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