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HomeMy WebLinkAboutBuilding Permit #112-11 - 95 HICKORY HILL ROAD 8/5/2010 BUILDING PERMIT of t%oRry TOWN OF NORTH ANDOVER o� APPLICATION FOR PLAN EXAMINATION moo . Permit NO: Date Received—a- Date Ae4 SSSi Date Issued: � �� ACHUS t IMPORTANT: pl Applic t mus om ete all items on this page 9 -' 4 e b ✓ J e s- # t . P,ER; W �t®WNE 'PROtin _y� t- y e = ,., }:� "+ -ye,..�,=. .•r-... r rent+.—w....o..r^... 'MAP2410 "P;�►RCEL` ST_01 Historic`®istnct , � A yes rio _: b MachEne Shop Villagea yes rio - I TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One famil Addition Two or more family Industrial Alteration No. of units: Commercial e air, replaceme Assessory Bldg Others: Demolition Other Septit' VI(ell ry YFloodplain :_ UI/etlands 5} x `�Wat�ershedDi„ strct" 1 a `W-bter/Sewer? DESCRIPTION OF WORK TO BE PREFORMED: Identification Please Type or Print Clearly) OWNER: Name: Tao O ja h/ LC Phone:9-7? 6?-2- /Sed Address: —NT-V, Name. o +P 't _ �,r� 2fcs Phone d . 3s,6,1 4 e F �, 5 re c� �4dtlress ' SSu.y,,,,per, uisor,}, ,.$10- ct�o�'_-� onstrun License rG '' o _ Exp ,Date 3 i 44. Home'Improvement License j -5 -� .,.K:z..,,- 'i Exp Date ARCHITECT/ENGINEER ISILL- "S� �'�✓ Phone: 6f1 Address: f b lz n �� a G-E 1 n,v&4eg. No. FEE SCHEDULE:BULDING PERMIT:$92.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ J 0 -7 S FEE: $ Z Z �� Check No.: 11 4qq Receipt No.: Z) NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund signature of Agent%Owner . Signature of contractor - _ - Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE AP ROVE PLANNING & DEVELOPMENT Z7 COMMENTS CONSERVATION Reviewed on o Sig' ature:�LL, Cfl COMMENTS Wzx-VK,CA J��-n.,DC>Sj N.S. e)QC,4_ 10& L�� GL V\ / ,� c.�z�� �, CQ cn>>. Cco�l �o ,4 HEALTH- Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments j Conservation Decision: Comments it A Water & Sewer Connection/Signature&Date Driveway Permit z DPW Town Engineer: Signature: Located 384 Osgood Street FIREDEPARTMENT -Temp`Dumpster on sitef,eyes �' - Trio z Located!M 124, Mam Stret 'a"'^'" �ke'—"'r 4�Fire,Departmentsig a ureldate .:�� a , --►r!.'b'✓"�. - COIVIIVIEN�TS�. :. ,..,��..�::�.�:... ��. r� -.._'.:.w. .�a.,s..._ �� � _r �..�.:�.� .:.�.' .�.���._7,�., -•� iL Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No - DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) o h c, ❑ Notified for pickup - Date Doc.Building Permit Revised 2010 i I Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract u Floor Plan Or Proposed Interior Work 1 ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance.of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C..And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculationslicable If Applicable) Pp ) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application - Doc:Building Permit Revised 2008 a Location �� L�i-, ! No. &Ci Date N�RTM ti TOWN OF NORTH ANDOVER f , _ OL Certificate of Occupancy $ s'A�M�S<� Building/Frame Permit Fee $ Foundation Permit Fee $ . j Other Permit Fee $ TOTAL Check # ' r 2 -3' u I Building Inspector DEMOLITION&SITE WORK NOTES: W 4- 1. ---1. Demolition and Disposal:Fully demolish and property dispose of existing wood frame residence and foundation.Recycle/salvage E 0 demolition materials when possible. z 2. Excavation&Grading:Excavate for new foundation.Remove all excess and unsuitable soil from the site.Back fill with dean well-draining soil.Grade site and spread stockpiled loam. Grade surface to direct water away from house.Selective plantings to be relocated by Owner, cc all other plantings to be removed and disposed of by contractor. Final finish grading,screened loam and seed,stone walls,walkways, paving,gravel driveway,and finish landscaping shall be under separate contract. Deck — — 20'-5" _ 2210_ j 22'-0" `�TT - o j A_gjacent Dwellin Proposed addition -- z o (shaded) J / co c14 �, Q , 9,-0„ Existing Dwelling C '/ \. 2 f a U (B Deck U) o j 25'-0"— j — T 22'-8— - - ---- V 0- 2 Q p _ a Note: Note New walkway to pitch L Site plan based off: Planter away from house +' o (revised)Certified Foundation Plan " ------------------------ - - --- ------ -- ---- ------ 20'front setback 1 prepared by Scott L.Giles R.L.S.dated Proposed low ` Living Room o Q July 14,2010 landscape fence New concrete N z -- J paver walkway L.L Remove bathroom Kitchen 0 Exist.hydrant to C partition � �� CU remain ----- Approx.extents of of exist. driveway oLS 0C. Property Line - - Pwde, Dn 18-0" -- - � ' 1 Up Remove hall closet Q Q - HICKORY HILL ROAD Extend existing curb cutLO _ C. Cut opening in existing wall to !_ — rn 0 Proposed Site Plan receive new window-refer to Entry Family Room )Scale 1/16" = 1'-0" window schedule for required size GENERAL NOTES: Garage / Remove existing wall to 1. All work and materials shall conform with state and local codes and regulations,and shall be in accordance with good construction receive new pocket door- lu; standards lai refer to plans for more info. j 2. Verify all dimensions prior to ordering materials and/or fabrication. Do not scale off drawings. Notify designer of any discrepancies in the plans prior to proceeding with work in question Temporarily support secondfloor framing prior to new heam installation-refer to 9 MECHANICAL,ELECTRICAL& FIRE PROTECTION NOTES: framing plan for more info. � Remove existing 1. HVAC&Plumbing: Heating system to remain and be updated as required. Provide all piping and fittings as per code. Plumbing fixtures and faucets shall be approved by Owner. Saw-cut existing garage slab ! i L. garage doors 2. Electrical Install electrical, communication,and speaker wiring, outlets,switches,lighting and Fiber optic communication and and removeQj _ __ cable TV jacks as per plan or as directed by Owner I Existing slab to be removed 3. Light Fixtures: Electrical contractor shall furnish all equipment and fixtures except for surface mounted light fixtures and paddle rExisting slab to remain fans which will be provided by Owner and installed by electrical contractor. Locations of all fixtures to be approved by Owner. 4. Smoke,Heat and CO Detectors: Install hard wired smoke detectors, carbon monoxide and heat detectors as required by the local fire department Existing/Demo First Floor Plan x 5. Existing sprinkler system to be assessed by licensed professional and updated accordingly,with regards to the proposed work. ( 1 1 a \ /Scale 1/8" = 1'-0" E co FOUNDATION PLAN LEGEND 2'-0"wide by 4"thick a) y_. f Existing found.walls concrete apron. = Q C=� Newfound walls 21-011 4"concrete slab with z � New CMU gas curb EXIStIng Basement fiberglass fabric x6 W.W.Mesh or 3: CN -- - to remainICU 12'-0" Pin new foundation to existing Existing Basement Foundation to remain 6"of crushed o N 6' stone on o o top of compacted Q ti o d earthcu ui 8"a Bend#4 rod to o f p New 8"CMU gas curb i connect apron (single course) to frost wall @ 12"o.c. ga d — C) Q Step found. _ _ d O ^` Typ. o Garage Slab New garage slab Existing garage slab to remain -_ I'-8" _� > min2 a 4"Reinf.conc.slab on grade - Remove existing slab -__ Foundation Detail U) -a --- c c I L 3 Scale 3/4„ =1'-O”„ > � z o8'-4 i Double 2x6 PT sill plate o U N ( " CU a I bolted or tied to �� 0 o foundation wall 0� i Existing garage foundation - _- @ 6'o.c.over sill seal. 06 to be removed min.6"below TOW (10"bolts) 9__ = new slab Existing garage foundation j" wall to remain o ° Expandable seal @ Q U Step found. , Fin.Grade slab edge Q r FOUNDATION AND SLAB CONSTRUCTION NOTES: =III III=III- d rn Pin new foundation 1. Soil bearing ca ac :All footings and piers shall rest on solid I III i to existing / undisturbed earth or suitable compacted material with min. \ bearing capacity of 2 tons/sq.ft. = 2. Concrete:All concrete work shall conform to the latest ACI 8 6"Compacted 3 3 standards.Concrete shall have a min.compressive crushed stone or processed gravel strength of 3000 psi @ 28 days.Steel reinforcing rods shall R d I �A2� o conform to ASTM 615 8 305. base. I I 3. Footings shall be 20"wide by 10"thick or as indicated on o 4"thick reinforced the foundation plan,a minimum of 4 feet below finished d concrete slab,typ. grade.Install keyways or reinfordng rods at 4'o.c.on _ L _ — _ _ — — — basement wall footings and at locations of unbalanced fill. � 2�„ - -- -- 9'4"R.O. x,1'4" _ Basement walls shall be min.10"thick reinforced concrete. Frost walls shall be min.8"thick. 4. Anchor bolts:Install A307 steel anchor bolts(min.1/2"diam)@ -- New 24"wide concrete — - d d g 24'0" apron 8,4„ max.6'o.c.,set min.7 inches into concrete.Provide min.2 0 - - - _ — .i— -- --- --, bolts per sill section and install 2 bolts in narrow wind brace — wall sections. Install additional anchor bolts and/or wall be a Foundation Plan downs in braced shear walls as required by code. Bx Scale 1/4" = 1'-0° - — -- Foundation De ail Scale 3/4" =1'-0" 3 o� Kitchen C.0 Living Room Q E O FLOOR PLAN LEGEND Z Existing walls _ New tile floor in - Existing stairs to remain I New walls i C, powder room UNew wider cased opening o 77 T Powder Dn. UP N J PO. EQI, 4'-0" �EQ1 Z N Relocate existing kitchen cabinets for work m N Clr. f Ft v� N surface and additional garage storage Coats -- — o Existing stair to _ `g Co a? remain kzP. (DX\O Colla s �:'d6, Coat Room o a Q Family Room y CD 0 :X � Tile — Ent U 0 0 ZE O o Note: E Built-up floor o � °3 over existing N Q oN garage slab- �'id��o. :� CL o refer to floor ` ' Z U) construction \ 0 o notes for more \ Proposed Garage Ninfo. _ _ Cr _ Concrete Slab 0 - 06 o J Mudroom FLOOR CONSTRUCTION NOTES: Tile 1. Joists:2x8 PT joists @ 16"o.c.on concrete slab.Bridging or solid blocking rows between joists every 6 ft.(maximum). 2. Decking:3/4"T&G CDX plywood or"Advantek"decking glued and nailed to framing. Use Y2'underlayment board under thin-set Q _ tile.Glue and nail underlayment to subfloor. L O - - 4''0 3. Finish flooring as per plans or owner's selection rn Line of second floor space(above) 4. Insulation: Minimum R19 batts insulation in joist cavity WALL CONSTRUCTION NOTES: 1. Studs:No.2 2x6 KD spruce(SPF)studs @ 16"on center for all exterior wall construction.Interior partitions to be framed with 2x4 o , studs @ 16"on center,except where indicated.-Refer to 780 CMR Fastener Schedule for Structural Members Table5602.3(1) 9 for required fasteners 2. To Plates:Cap walls with double top plate overlapped at corners and intersection with bearing partitions. 3. Sheathing-: Install Yz"exterior grade CDX plywood sheathing nailed according to 780 CMR Fastener Schedule for Structural Infill existing garage door Members Table5602.3(1). Apply building wrap("Typar"or"Tyvek")on all exterior walls. Tape seams and apply double provide new window opening coverage at corners. 9'-0"W x 7'-0"OH Door 9'-0"W x 7'-0"OH Door -refer to window schedule 4. Siding:Match existing (—, )Ground Floor Plan for size 5. Thermal barrier: Insulate exterior 2"4"walls with fiberglass batt insulation for min.R-19. 4 mill poly vapor barrier.Insulate interior - — -- walls around bedrooms,bathrooms,and all unheated spaces with fiberglass acoustical batts Scale 1/4" = 1'-0" 6. Finish: Install 1/2"blue board and smooth veneer plaster,prep,primed and painted with 2 finish coats.(colors selected by Owner) --- — - - - - — DOORS AND WINDOWS NOTES: WINDOW SCHEDULE 1. Windows: shall be:"Andersen"400 Series(Refer to window schedule)Window and ext.doors shall be Energy Star rated and W1 N DOW NOTES. qualify for Federal Tax Credits. Provide TrUSCene insect screens on all operable windows and doors. Install pre-finished ! — aluminum cap flashing on windows and 6"wide"Vycor"membrane flashing around entire opening sealed to nailing flange and TYPE QTY. STYLE MANUFACTURER _R•O• 1. Provide jamb extenders sheathing window openings. Install bituthane membrane pan flashing at sill. CATALOG N O. WD. H GT 2. Provide full screen on all operable windows 2. Door sizes shall be as noted on plans. Material&Style to be selected by Owner. Andersen 400 Series 3. Check quantity&sizes prior to ordering 3 Wind Pressure Rating All exterior windows and doors to meet or exceed local wind pressure exposure ratings.Selected A 2 Vinyl Clad Dbl.Hung TW2636 2'-8e" 3'-8s"manufacturers-shall rovide roduct testdocumentatio"eri m com Dance- ' r-to-ord materials CD Proposed Addition Existing House Renovation Existing House Renovation Proposed Addition a) 41 O Z Llt Align new&existing eaves as indicated New low roof to match --- 12 garage pitch ELI - ---- - 6 — _ — — o Exist. Second Floor - _ _-_ _ -: _! _ - — _ -- - = z o - - 7_11111111F - -- ' - .. Q ! N CU ai ���7 -_ : El 0 - Uj Exist. First Floor L - - --- --- - _ CD Elevation Notes: Infill existing garage door& L= -Extents of new work shown hatched-existing to remain(non-hatched) install new window -patch Side Elevation - East p -New siding to match existing O Front Elevation - East to match 2 o '� -New asphalt shingle roof to match existing Scale 1/8" = 1'-0" Scale 1/8" = 1'-0" o � Q -Match existing eave,rake,trim&casing details typical - - ExistingHouse Renovation Proposed Addition Proposed Addition Existing House Renovation > z CD 06 — 1 0 � = 1 Proposed Garage addition _U Q � J` (beyond) i Q CD _ 12 (-- 6 12 Exist. Second Floor- - -- 6 I _ 9 Exist. First FloorAL - � p 3�Rear Elevation - West O Side Elevation - North i f Scale 1/8" = 1'-0" 4 Scale 1/8" = 1'-0" i NORTH ® ® over - : r.. 0 -M No. ala 0 CAKE O dover, Mass., co CMIC..W.CK � , �AD'4A T E D P? \V tGJ BOARD OF HEALTH Food/Kitchen I Septic System PERMIT T D BUILDING INSPECTOR THIS CERTIFIES THAT........... S........... �C. ..h .......................................................................... Foundation has permission to erect........................................ buildings on ..... ' ...... r ../.. .... '... ............//....................... Rough to be occupied as.......................... G,� 7U7�r �,ey provided that the person accepting this permit shall in every respect conform to the terms of the applicationn file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO TARTS Rough ...G....... -............. Service . . . . . . ..... . . .... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the- Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. j� Location GENERAL BUILDING No. dd-- 4Date POST ALL LOT NUN TOWN OF NORTH ANDOVER NORTIy 0��..•o •1ti0 INSPECTIONS: (Min 10- 9 FOOTINGS: Contin ; i > Certificate of Occupancy $ Contir �',S"°••a E�� Building/Frame Permit Fee $ FOUNDATION: Rel Anc Foundation Permit Fee $ Dar Other Permit Fee $ FOL TOTAL $ FRAME:Fireblock-o Per Wal Check # ` Wir Sizc Hip Rid 23301 Ridl Building Inspector Catl Stai< IVVI0-vra,cn ww anu new support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girts-solid brick or steel plate bearing at foundations '/z"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. Check headroom clearances-stairways, under beams Attic Access. (min. 22x30 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. '/z of required glazing shall be openable. Bedrooms required min.20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber-Finish Smooth parging, clean joints, 8"solid @ combust. DECKS: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 5"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying structure F NORTH Tovm of ,. Andover Q - LAKE _o dower, Mass., �J COCMICMEWICKI.-� 7�SQRATED P' �C� BOARD OF HEALTH Food/Kitchen .PERMIT T D Septic System BUILDING INSPECTOR THISCERTIFIES THAT............../... .:I�.. r-� ........... �C. ../...�.' .......................................................................... Foundation � ` has permission to erect..............:......................... buildings on ...... �/G l` �.. ....................... Rough 7 to be occupied.as................................. '.:- .0. . ./... .. ..`:.�t,� . . .....7E... . provided that the person accepting this permit shall in every respect conform to the terms of the application n file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations-Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO TARTS Rough ����`." -...............:.......................... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. AUG-02-2010 02:12PM FROM-IACLAUGHLIN INSURANCE +781 665 0295 T-775 P.002/002 F-921 [ALTEjMMMMDTYI CERTIFICATE OF LIABILITY INSURANCE aPID THIS caTIPICATE 13 185UED AS A MATTpR OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE D09S NOT CONSTITUTE CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. co ca e holder is-an e p ey es mu -a on orso ,�U o 0 the terns and conditions of the policy,Certain policies may require an ondorsoment. A stateITlent on this Certificate does not confer re911115 to the coMfleato holder In lieu of such endarsement(s). LUNTAVI ►RODUCBR NAME: McLaughlin Insurance Agency Ae• -e.l. wc,Nel: 828 Lynn cells parkway Aoolgae; Malrose IDL 02176 CU eT XlDr. PRAPE-3 Phone:781-665-2775 Tax1781-665-0295 MURER(B►AFFORDING COVERAGE NAIC0 INSURED INSURfiRA: Rest•nt World pwur•h••Oe. Propr�eeyrtyr oraaks LLC INSURER 81Hen 7t•v1•ce crop, cae. u• or Aa 11 T42•ppike'FA t 'Unit 5 WeUR5RC: Ipswich INA 0199 INBURERD: INSURER E WSURER F: COVeRAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTRr THAT THE POLICIES OF rlsupmcaCU ED BELOW HAVE BEEN ISSWWTO THE INSURED NAMED A804 FOR THE POLICv PER100 INDICATIED NOTWITHSTANDING ANY REOUIREMENY,TERM OR CONDITION OF ANY CONTRACTOR OTNER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIM ITS ShOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS, TYPE OF INSURANCE ;6''A POLICY NUMBER I-MA71M ) LIMITS OPIJERALLIARILITY EACHLpwv(ud 10 Ren OCCURRENCE 13.,000,000 A X COMMERCIALOENERALLWLITY HEIR1265214 03/04/10 03/04/11 PREMISE'S Me 9=11 leel 250,000 CUNiGMADE �X OCCUR MEDEXPIAnVompomnJ 11,000 PERSONAL A ADV INJURY x 1,000,00D GENERALAGGREGATE i 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AUG 11,000,000 POLICY PRO. LOC 1 AUTOMOBILE UA81UTY C a bocigenfl DSNGLE LIMIT aaot 1,000,000 B ANY AUTO BA2511661810SY.L 06/15/10 00/15/21 BODLYe1d1RY(P•rp•,Sen) r ALL OWNED AUTOS ODDLY INJURY(Par eclldeNl r X SCHEOULEDAIJT05 PROP901YOAMAGE T }( HRED^JT06 (Par•Cad0110 i X NON-0NNED AUTOS r UMBR&LALIAB OCCUR EA4HOCCURRENCE 1 fi><C6oeUAB CLAeAS4oDE AGGREGATE t DEOl1CTIELE x RETENnON i I WOMOM COMP BA - 06/23/10 66/2371-1 To rLl TS AND EMPLOYERS'Lu19I1LIYY YIN ANY PROPRIETORIPARTN2R1Ex2CUTIVn lA E.L.EACH ACCIDENT T500,000 OFFICERIMEMBER EXCLUDED? ee•AeIAeN IA NH) E.L.OISFISE-EJIEMPLOYEE x$00,000 If yet detr:rleeunder E.L.DISPASE•POLICY- f 55'00 000 pEgC:lMON OF OPERATIONS balm DESCRIPTION OF OPERATIONSILOCATIONS/VEHICLES 1AfhchACCORD 101.AddlllorAlAbroeMe6940fte.Itmom ePUbIf •qutr•al $Vidence of lusursnce for operations usual to the named insured CERTIFICATE HOLDER CANCELLATION I 914O111D ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELL EU BEFORE TOMOEN THE EXPIRATION OATS THEREOF.NOTICE WILL BG DEUVEREO IN ACCORDANCE WITH THE POLICY PROVISIONS, Town of 14ortb Andover AUTHORIZED REPRESIEWATIVE 16DD ongood street North Andover, mA 01845 p COR a Is reserved. ACORO 25(2009109) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations % :1=.':' 600 Washington Street Boston, NIA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information n p Please Print Legibly Name (Business/Organization/Individual): �" rO f 2 J WOtz-I<S Address: +7 TG 4„/ City/State/Zip: P-f ►,/�cl,l r, 01 Phone Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 9 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. t Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ® Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. _ Insurance Company Name: l/,V"r 2S Policy#or Self-ins. Lic.#: 3 / 9 —7 3 t-t 6 Expiration Date: Z 3 ! 1 Job Site Address: '15 ��lGlCo2 c� ��l t LL. City/State/Zip: A/' A��/ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify unde re pains and penalties of perjury that the information provided above is true and correct. Si nature: Date: -7 /2- -l— t 0 Phone#: 3 S 3 J Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)narne(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cavy workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confinmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the pen-nit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for futureermits or licenses. A new affidavit must be filled P out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-727-7749 www.mass.gov/dia REScheck Software Version 4.1.3 Compliance Certificate Project Title: Dawley Residence Report Date:07/21/10 Data filename: Untitled.rck Energy Code: Massachusetts Energy Code Location: North Andover, Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 0%, Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 95 Hickory Hill Road William Nolan N.Andover,MA • FJ- Compliance:22.3%Better Than Code Maximum UA:551 Your UA:428 Gross Cavity Cont. Glazing ILIA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 175 30.0 0.0 6 Wall 1:Wood Frame, 16"o.c. 4480 11.0 0.0 393 Window 1:Wood Frame:Double Pane with Low-E 20 0.350 7 Door 1:Solid 42 0.330 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 175 19.0 0.0 8 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. 'L-W 4&A n'bvAQ -QSSt G4JEQ 7 2, Name-Title Signature Date Project Notes: Energy audit for heated new construction only and does not include un-heated garage addition. Project Title: Dawley Residence Report date: 07/21/10 Data filename: Untitled.rck Page 1 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Dawley Residence Report date:07/21/10 Data filename: Untitled.rck Page 4 of 4 i REScheck Software Version 4.1.3 Inspection Checklist Date:07/21/10 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-11.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.330 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table 6106.4.4.3. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system provides a means for balancing air and water systems. Project Title: Dawley Residence Report date: 07/21/10 Data filename: Untitled.rck Page 2 of 4 Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 6106.4. Circulating Hot Water Systems: Ll Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: F1 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Dawley Residence Report date: 07/21/10 Data filename: Untitled.rck Page 3 of 4 E HEADER SCHEDULE M SPAN REQUIRED SIZE LO -- Up to 3'-0-- (2)2x6s or (3)2x4s M Up to 4'-6" (2)2x8s or (3)2x6s Up to 6'-0" (2)2x1 Os or (3)2x8s /Kitchen Living Room' Z Up to 8'-0" (2)2x1 2s or (3)2x1 2s Existing Second Flo'or 7 F r,aming to remain Up to 10'-0" (3)2x1 2s CD FrarnLnq Le J C=) 04 C14 M FO5tPGWn Powder / f - // N< FE Post Up&Pown Existing Second Floor Framing above gara ge CU CD Verify Size of joi9ts&Direction Notify designef' (-> CU ❑ Post Up U) M 11 Proposed 13carirq Wall C nats, L Flushed Framed Condition --I :F < Existing Second Floor Framing to remain a) Verify Size and Direction of Floor framing a) Notify Designer prior to framing _j g new work C/) FamilvR/oom < Flush frame existing framing Coat Room lc� as indicated,Typical CU CD M U) L CU Existing bearing wall(above) 0 i U) Of _X 06 E New W Ceiling joists @ 16"o.c. t3 IL iS Provide R30 Batts in cavity X 2 LL. .o i , < Proposed Garage M 0 rn C/) M 9 = (D M X LU :> 0 exterior wall(above) Mudroom — Existing Verify existing framing under exterior wall notify designer -New W Ceiling joists @ 16"o.c. Provide R30 Batts in cavity OSecond Floor Framing Plan Scale 1/4" 1'-10" HEADER SCHEDULE i Q SPAN REQUIRED SIZE -- c Up to 3'-0" (2)2x6s or (3)2x4s 3: Q0 Up to 4'-6" (2)2x8s or (3)2x6s I �� Existing Roof Floor � Up to 6-0" (2)2x10s or (3)2x8s \ Framing to remain 7 Up to 64" (2)2x1 2s or (3)2x1 2s % 3 2x12s Framing Legend �� o N ■ Post dawn --- _ _r _...__... __- _. 1- -- L v� C:5F] P05t Up&pown I CU CU ❑ post up 1 Existing exterior wall Cf) 0 - C supporting roof to remain Proposed 6earinq Wall Existing Roof Floor ) Framing to remain \ V Flushed gamed Condition �S� o Q Existing Roof Floor Framing to remain (D Existing Roof Framing to remain > 0 d� co i C / C DO , Note: o Q� Q 6 Provide 30"x30"access hatch coLCL/ z ' from existing 2nd Floor 0 >,.tJbathroom to attic space - D � CU 2x10 Rafters @ 16"o.c. 2x12 ridge above new garage r oLS _ — Post down solid bearing to o _ { 17Propose lage steel beam below �_Lo ROOF CONSTRUCTION NOTES: C— M h 5a I 1. Rafters:No.2 KD Spruce(SPF)rafters and laminated veneer lumber(LVL)beams as indicated on framing plans.Install galvanized hangers at flush framed connections.Refer to 780 CMR Table 5602.3(1)for fastener schedule ~� \ 2x8 Ledger Bolted to wall framing Min. 4"o.c. 2. Rafter ties:Install hurricane ties on each rafter tail and each ridge seat with min.365#uplift capacity('Simpson'18 gaa.H25 hurricane ties,or equal) 0 'S%q� 12 1 3. Sheathing:5/8 exterior plywood 1 ood sheathingp nailed er 780 CMR Fastener Schedule for oI ��� r Structural Members Table5602.3(1)Nail edges at 6 o.c.along gable ends N I v 4. Roof Shingles:Install 25 year"Architectural"asphalt,3 tab roof shingles over 30#felt paper. Verify manufacturers warranty(match existing) sA low roof to match 5 Ilan 4mt12er 5and minimum 12ou rface of cheek of roof over all slopes with a pitch of less Re-frame existing ! in lower 3' " P s -- I l i - ■ ■ pitch,2x10 Rafters 6. Trim:Rake&fascia and trim boards shall be PVC wood composite installed with stainless steel _ -_ L. I _ l �_.\ @ 16"o.c. I P heavy g P g g eaves and rakes. nails.Install re finished hea gauge white aluminum drip edge along 7. Insulation:Hot roof system.Install 2"of closed cell spray foam insulation R7 per inch and R 30 Note; Roof Framing Plan batts Garage attic space not 1 Scale 1/4" - 1'-0" insulation In all cathedral ceilings and in attic joist bays. intended for storage 8. Finish:Install 1x3 strapping @ 16"on center and 4 mill poly vapor barrier. Install 1/2"blue board -- and plaster veneer finish.Prep and prime.Apply 2 finish coats.(Colors selected by Owner) CERT/F/ED FOUNDATION PLAN LOCATED /N SCALE .- �:o' DATE 4-Jig Scott L. Gi/es RL.S. 50 Deer Meadow Rood X614 Andover,Moss. p .71 1 � , 1 ga. llcfT (.1 r U �i�62 SF — �\ t F / CERT/FY THAT OFFSETS SHOWN ARE FOR THE USE THE OFFSETS OF THE BUILDING INSPEC TOR ONLY SHOWN COMPLY AND SUCH USE IS FOR THE , a WITH THE ZONING DETERMINATION .OFZON/NG BY LAWS OF CONFORMITY OR NON-CONFORMITY WHEN CONSTRUCTED. WHEN BUILT. 4(2(43 E O HEADER SCHEDULE f ' Z SPAN REQUIRED SIZE Up to T-0" (2)2x6s or (3)2x4s Q` Up to 4'-6" (2)2x8s or (3)2x6s -- Up to 6'-0" (2)2x1 Os or (3)2x8s ----- ' �:��ing Room /Kitchen i - � Upto 8'-0" (2)2x12s or (3)2x12s '— Existing Second Floor Up to 10'-0" (3)2x12s i' Framing to remain.] i Framing Legend , 110* /' C> ■ PostPown Powder. /' / Q CO ti Existin/ Second Floor Framing abovegarage , ❑ Post Up&Pown — - 9 9 - CU Verify Size of joists&Direction'Notify designer / /' /' j ca ❑ Post up I Proposed 6earincq Wall I #- — — ------ J -- --- ------ __ — f - — ----— -- - --- - �O�tS _----- Q Tushed Framed Condition i - -- -_---— - -- --- , /' Existing Second Floor Framing to remain - ----- --- - --- --- - - - --— o f f Verify Size and Direction of Floor framing �' �� o Notify Designer prior to framing new work % o -� ---- - - --- = --- - ------- -- - Family Room o U Q -- J -- Flush frame existing framing Coat Room entry j0:0— Z CU C , as indicated,Typical i m a;` LLCU Existing bearing wall(above) _ 3 o M 06 New 2x8 Ceiling joists @ 16"o.c. o-J _ _ _ _ _. _.— -- ii o Provide R30 Batts in cavity M —' o ' "C) U v M 42Ln Q Proposed Garage 0 o %' -' rn CU -1 I Cn N i t6 l f0 42) W j -CD Existing exterior wall(above) Mudroom - Verify existing framing under exterior wall notify designer � I„ J New 2x8 Ceiling joists @ 16"o.c. — � � N J.c, Provide R30 Batts in cavity CN Second Floor Framinq Plan F�`TN a'*� •�`` Scale 1/4" = 1'-0" v HEADER SCHEDULE E O SPAN REQUIRED SIZE Z _ 3 c Up to 3-0" (2)2x6s or (3)2x4s 3. Up to 4'-6" (2)2x8s or (3)2x6s — _ __ _ -- - Existing Roof Floor _ Up to 6'-0" _ (2)2x10s or (3)2x8s Framing to remain Up to 8'-0" (2)2 x12s or (3)2xl2s --- ---- -- Up to IV-0" (3)2x1 2s ---- _C) O Framing legend 0 o N post down F — -- Q N INI r+ CI Post Up&Iown cu cc ❑ Post Up I Existing exterior wall r j 0 --- d supporting roof to remain -,-,l Proposed 1 earincq Wall i / Z Existing Roof Floor QD S L _ --- -- - �j - , - - - -- Framing to remain / V I L Tushed Framed Condition { S� Q ___--_—__ _ Existing Roof Floor , ? Framing to remainCD-- Existing Roof Framing to remain �` C _C3i C W � — - - --- ..---- - .6 -- _ Note: CU Z o Provide 30"00"access hatch / --- - — from existing 2nd Floor >, bathroom to attic space CDO 2x10 Rafters @ 16"o.c___ _ _ 2x12 idge, above new garage 06 --- - Post down solid bearing to pOSe i age oo steel beam below (� o s Q - - -- - - Q F° s _ ,m , --- --- ---- -- .--- - - ---- � -- (D Lr) ROOF CONSTRUCTION NOTES: rn 1. Rafters:No.2 KD Spruce(SPF)rafters and laminated veneer lumber(LVL)beams as indicated on - -- - �� framing plans.Install galvanized hangers at flush framed connections.Refer to 780 CMR Table C5 5602.3(1)for fastener schedule N. - - 2x8 Ledger Bolted to wall framin Min. 4"o.c. 2. Rafter ties:Install hurricane ties on each rafter tail and each ridge seat with min.365#uplift -� �� capacity('Simpson'18 ga.H2.5 hurricane ties,or equal.) 12 3. Sheathing:5/8"exterior grade plywood sheathing nailed per 780 CMR Fastener Schedule for AAA oStructural Members Table5602.3(1)Nail edges at 6"o.c.along gable ends RED AR N� ' 4. Roof Shingles:Install 25 year"Architectural"asphalt,3 tab roof shingles over 30#felt paper. \CZE H J. Cx�� Verify manufacturers warranty(match existing) �� J.f `� Re-frame existing 5. Ice&Water Shield in valleys,over lower 3'-0"of roof edge over all slopes with a pitch of less \ low roof to matchN 056 <n than 4 in 12 and minimum 12 up face of cheek walls. t ■ ■- pitch,2x10 Rafters 6. Trim:Rake&fascia and trim boards shall be PVC wood composite installed with stainless steel ASS. ( 1 @ 16"o.c. nails.Install pre-finished heavy gauge white aluminum drip edge along eaves and rakes. 7. Insulation:Hot roof system.Install 2"of closed cell spray foam insulation R7 per inch and R 30 Ty OF�fiR4 A Note: ( � Roof Framing Plan batts ��,� , Garage attic space not (i)Scale 1/4" ' 1'-0° insulation In all cathedral ceilings and in attic joist bays. intended for storage 8. Finish:Install lx3 strapping @ 16"on center and 4 mill poly vapor barrier. Install 1/2"blue board and plaster veneer finish.Prep and prime.Apply 2 finish coats.(Colors selected by Owner) n r>•:rchu•ctt> Dclr•rrnnrnt ..f' Yuhli� `afct� 1 Board of E3uilrlin:; KcI-ul;rti11n• :uul �tantl:rrtl� Construction Supervisor License License: CS 89094 Restricted to: 00 HENRY H WIEMAN 17 ARBOR ST WENHAM, MA 01984 Expiration: 416/2012 Tr--: 22524 - HOME IMPROVEMENT CONTRA`:TO�: Registration:. 144565 E'xpirafion: 10/15/2010 Tr# 225048 Type: Ltd Liability Corporation' PROPERTY WORKS LLC HENRY WIEMAN 7 ARBOR ST 1hrENHAi1/1,MA 01984 Idmiristratnri Project:dawley page William Nolan Location: Hip Beam 1 Roof Beam ) I / [2009 International Building Code(2005 NDS)] 1.75 IN x 11.875 IN x 17.0 FT (Actual 18 FT) Versa-Lam 3100 Fb-Boise Cascade Section Adequate By:8.9% StruCalc Version 8.0.101.0 7/21/2010 11:36:26 AM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.83 IN 0247 Dead Load 0.25 in Total Load 1.07 IN U190 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 2164 Ib 1082 Ib Dead Load 625 Ib 340 Ib Total Load 2788 Ib 1422 Ib Bearing Length 2.12 in 1.08 in ---- -- ------- -- — -- BEAM DATA 17 ft Span Length 17 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 ROOF LOADING Roof Duration Factor 1.15 Side One: Beam End Elevation Difference 6 ft Roof Live Load: LL= 45 psf MATERIAL PROPERTIES Roof Dead Load: DL= 10 psf Versa Lam 3100 Fb-Boise Cascade Rafter Length(Hip/Valley): RL= 12 ft Tributary Width based on half span of rafters. Base Values Adjusted Side Two: Bending Stress: Fb= 3100 psi Fb'= 3569 psi Roof Live Load: LL= 45 psf Cd=1.15 CF=1.00 Roof Dead Load: DL 10 psf Shear Stress: Fv= 285 psi Fv'= 328 psi = Rafter Length(Hip/Valley): RL= 12 ft Cd=1.15 Tributary Width based on half span of rafters. Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Wall Load: WALL= 0 plf Comp.-L to Grain: Fc- i = 750 psi Fc-1'= 750 psi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 9170 ft-Ib Adjusted Beam Length: Ladj= 18.03 ft 8.5 ft from left support Beam Self Weight: BSW= 6 plf Created by combining all dead and live loads. Beam Triangular Live Load Adjusted For Slope: TRL= 382 plf Controlling Shear: 2247 Ib Beam Triangular Dead Load Adjusted For Slope: TRD= 95 plf At a distance d from support. Beam Uniform Dead Load Adjusted For Slope: wD-adj= 0 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 30.83 in3 41.13 in3 Area(Shear): 10.29 in2 20.78 int Moment of Inertia(deflection): 224.17 in4 244.21 in4 Moment: 9170 ft-Ib 12233 ft-Ib Shear: 2247 lb 4541 Ib NOTES page Project:dawley William Nolan Location:Multi-Loaded Multi-Span Beam 2 / Multi-Loaded Multi-Span Beam [2009 International Building Code(AISC 13th Ed ASD)] °f A992-50 W16x31 x 24.0 FT Section Adequate By:30.3% Controlling Factor:Deflection StruCalc Version 8.0.101.0 7/21/2010 11:36:27 AM DEFLECTIONS Center LOADING DIAGRAM Live Load 0.61 IN U469 Dead Load 0.29 in Total Load 0.90 IN U320 Live Load Deflection Criteria: U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 10082 Ib 10082 Ib Dead Load 4792 Ib 4792 Ib Total Load 14874 Ib 14874 Ib Bearing Length 0.84 in 0.84 in BEAM DATA Center _ — Span Length 24 ft 24rc Unbraced Length-Top 1.4 ft Unbraced Length-Bottom 24 ft STEEL PROPERTIES UNIFORM LOADS Center W16x31 -A992-50 Uniform Live Load 750 plf Uniform Dead Load 340 plf Properties: Beam Self Weight 31 plf Yield Stress: Fy= 50 ksi Total Uniform Load 1121 plf Modulus of Elasticity: E= 29000 ksi Depth: d= 15.9 in POINT LOADS-CENTER SPAN Web Thickness: tw= 0.28 in Load Number One Flange Width: bf= 5.53 in Live Load 2164 Ib Flange Thickness: tf= 0.44 in Dead Load 680 Ib Distance to Web Toe of Fillet: k= 0.84 in Location 12 ft Moment of Inertia About X-X Axis: Ix= 375 in4 Section Modulus About X-X Axis: Sx= 47.2 in3 Plastic Section Modulus About X-X Axis: ZX= 54 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 6.28 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 51.69 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 1.4 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 4.13 ft Nominal Flexural Strength w/safety factor: Mn= 134731 ft-Ib Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 51.69 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 87450 Ib Controlling Moment: 97776 ft-Ib 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -14874 Ib At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 287.7 in4 375 in4 Moment: 97776 ft-Ib 134731 ft-Ib Shear: -14874 Ib 87450 Ib NOTES Boise Cascade Engineered Wood Products VVIDGM) PRODUCTS DE G' .U I DE-K, 't'll 5 D 10 TD .. u t,n w� " �"Y � �1�.^3 kA7Ri.... � �n .� "HMi rr �•ti �99�� t `+M • 9L M w Y _ 4 5 �� .. blit ✓ ._ EBG 0512008 Eastern Product Profiles - BCI®Joists CATEGORY 1 CATEGORY 2 CATEGORY 3 CATEGORY 4 CATEGORY 5 VERSA-LAM® VERSA-LAM® VERSA-LAM® BCI®5000s 1.8 BCI®6000s 1.8 BCI®6500s 1.8 BCI®60s 2.0 BCI®90s 2.0 1.7 2650* 2.0 3100 SP 2.03100 11/2'I 11/2"I I I I � 11/8" 1 11/8"! — I , 2" 91/2" 91/2" 11 /a" 11 /a" 1 51/2" 51/2" 91/2" 3!a" 112" 3/a' 117/6' 3/8' 117/8' 3/8" 14" 3/8" 14" i to 16" to 18" to 14" 14" &24" 24" 14" —�I I� I� �I I� ISI I�—+I ISI 2" 25/16" 29/16" 25/161" 31/2" 11/2', 1314",31/2" 11/2", 13/4" 31/2",51/4",T *Product may not be available. Check with supplier or Boise representative for availability. Increase in category is an increase in span length.See below for BCI®Residential Floor Span Tables. *For further information, refer to VERSA-LAM"1.7 2650 Header Guide. Residential Floor Span Tables About Floor Performance Homeowner's expectations and opinions vary greatly due to the increase the joist depth,limit joist deflections,glue and screw a subjective nature of rating a new floor.Communication with the thicker, tongue-and-groove subfloor, install the joists vertically ultimate end user to determine their expectation is critical. Vibration plumb with level-bearing supports,and install a direct-attached is usually the cause of most complaints. Installing lateral bridging may ceiling to the bottom flanges of the joists. help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the The floor span tables listed below offer three very different floor's performance.The most common methods used to increase performance options, based on performance requirements of the the performance and reduce vibration of wood floor systems is to homeowner. ***THREE STAR do** ** k*FOUR STAR**** CAUTION A MINIMUM STIFFNESS CAUTION ALLOWED BY CODE Live Load deflection limited to 1_/480: The Live Load deflection limited to L/360: Floors Live Load deflection limited to L/960+: In common industry and design community addition to providing a floor that is 100%stiffer that meet the minimum building code L/360 standard for residential floor joists,33%stiffer criteria are structurally sound to carry the than L/360 code minimum. However,floor than the three star floor,field experience has specified loads;however,there is a much higher performance may still be an issue in certain been incorporated into the values to provide a risk of floor performance issues. This table applications,especially with 9'h"and 117/8"deep floor with a premium performance level for the should only be used for applications where floor joists without a direct-attached ceilin more discriminating homeowner. BCI® g' pertormance is not a concern. Joist Joist 12" 16" 19.2" 24" 32" 12" 16" 19.2" 24" 32" 12" 16" 19.2" 24" 32" Depth Series O.C. o.c. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. 5000s 1.8 1T-6" 16'-0" 15'-2" 14'-1" 12'-5" 11'-6" 11'-6" 10'-0" 10'-0" 9'-11" 19'-4" 1T-9" 16-4" 14'-7" 12'-5" 9'/2' 6000s 1.8 18'-2" 16-8" 15'-T' 14'-8" 13'-4" 11'-6" 11'-6" 10'-0" 10'-0" 10'-0" 20'-2" 18'-5" 1T-5" 15'-9" 13'-8" 6500611.6 18'-8" 17'_1„ 16'_1" 15'_0" 13_8" 11'_6" 11'--6'-1-` 1-6„ I 10'_0" 10'_0" 10'-0" 20'_8" 18'_11" 1T_10" 16'_7" 14'-3" 500061.8 20'_9" 19'_0" 1T-11" 16'_7' 13'-4" 15'_6" 14'_9" 1 13'-11" 12'-11 11,_9" 23'_0„ 20'-4" 18'_6" 16'-7" 13'-4„ 600051.8 21,_7, 19'_8" 18'_7, 1T-4" 14'_10" 15-6" 15'-4" I 14'_5, 13'_5" 12,_1" 23'_10" 21'_10" 20'_0" 1T-11". 14'_10" 117/8' 65006 1.8 22'-2'— 20-3" 19'_2" 17'_10" 14'_10" 16_0" 15'-10"1 14'-11" 13'_10" 12'_7' 24'-6" 22'_5' 21'_1" 18'-10" 14'-10" 60s2.0 23,_7' 21'-6" 20'-4" 18'-11" 17'_3" 18'_0" 16_9" 15'_9" 14,_8" 13'-3" 26'_1" 23'-10" 22_6" 21'-0" 17_3" 90s 2.0 26'_7" 24'-3" 22'-10"21'-3" 19'-4" 19'-0" 18'-10 17'-8" 16'-5" 14'-10" 29'-5" 26-10" 25'-3" 23'-6° 19'-4" 5000s 1.8 23'_7 21'-7" 20'-2" 18'-0" 13'-11" 18'-6" 16-10" 15'-11 14'-9" 13'-5" 25-7" 22'-1" 20'-2" 18'-0" 13'-1T' 6000s 1.8 24'-6" 22'-5" 21'-2" 19'-6" 15'-5" 19'-2" 17'-6" 16'-6" 15-4" 13'-11" 2T-1" 23'-11" 21'-10" 19'-6" 15'-5" 14" 6500611.825'-2" 23'-0" 21'-8" 20'-2" 15'-5" 19'-8' 17-11 16'-11", 15'-8" 14'-3" 27'-9" 25'-2" 22'-11" 20'-6" 15'-5" 60s2.0 26'_9" 24'-5" 23'-0". 21'-5" 17'-5" 20'-11 19'-0" 17'-11" 16'-7" 15'-1" 29'-7" 27'-0" 25'-6" 23'-3" 17'-5" 90S2.0 X-1" 27'-5" 25'-10" 24'-0" 19'-6" 23'-6" 21'-4" 20'-0" 18'-6" 16'-9" 33'-3" 30'-4" 28'-7" 26'-0" 19'-6" 600061.8 27'-0"_ 24-9" 23'-4" _ 20'_10—15'-9" 21'-Z' 19'-4" 18'-2" 16-11 15-4 29'-6" ,.-25'-_6" -_ 23'-4 20'-10"_ 15'-9" . 650061.8 2T-9 254" 23'-11" 21' 1" 15'-9" 21-9".t 19' 9' 18'-8" 17'-4' 15'-8" 30'-8" 26-11" 4621'-115'-9"- r - -- - - - _. - - 60s2.0 29'-7" 27'-0" 25'-6".. -23'=5" _ 17'-7" 23'-2" 21'-1" + 19'_10 18'-5" 16'-8" --32'-8" _. 29'-10''_28'-2 _. 23'-5"• 1T-7" ------ - 90s 2.0 33'-4" 30'-4" 28'-7" 26'-2" 19'-7" 26'-0" 23'-7" 22'-2" 20'-6" 18'-7" 36'-10" 33'-7" 31'-8" 26'-2" 19'-7" • Span table is based on a residential floor load of 40 Span values represent the most restrictive of simple or Table values assume minimum bearing lengths without psf live load and 10 psf dead load(12 psf dead load multiple span applications.Analyze multiple span joists web stiffeners for joist depths of 16"inches and less. for 90s 2.0 joists). with BC CALC®sizing software if the length of any span Table was designed to apply to a broad range of • Span values assume 23/32'minimum plywood/OSB is less than half the length of an adjacent span. applications. It be possible to exceed the pP may rated sheathing is glued and nailed to joists for Span values are the maximum allowable clear limitations of this table by analyzing a specific composite action(joists spaced at 32"o.c.require distance between supports. application with the BC CALC®sizing software. sheathing rated for such spacing-'/8'plywood/OSB). (Shaded values do not satisfy the requirements of the North Carolina State Building Code.Refer to the THREE STAR table when spans exceed 20 feet.) Product Profiles,About Floor Performance, VERSA-LAM'Roof&One Floor Span Tables.................... 9 BCI®Residential Floor Span Tables ........................... 2 Multiple Member Connectors ................................ 10 o BCI'Floor Framing Details ... .............................. . 3 gCl'Closest Allowable Nail Spacing BCI'Joist Hole Location&Sizing ............. ......I......... 4 P g... .......... ... .. ..... ... 10 �3VERSA-LAM'One Floor Beam Span Tables..................... 5 VERSA-LAM'Closest Allowable Nail Spacing............. ...... 11 a VERSA-LAM'Two Floor Beam Span Tables ..................... 6 VERSA-LAM'Beam Details........ ........ ................. 11 VERSA-LAM'Roof Header Span Tables....................... . 7 Allowable Holes in VERSA-LAM'Products ........ . ............ 11 VERSA-LAM'Roof Ridge Beam Span Tables.................... 8 Information&Support,Lifetime Guarantee .............. Back Cover. BCI° Floor_ Framing Details 1 Additional floor framing details available with BC FRAMER® software END BEARING DETAILS I BCI® BCI®Joist rim joist. blocking. #Dimension and Nail Boise Dimension Rimbo Rimboard to lumber is not 80j5e BCI'Joists suitable for use with 8d nail ber is not as rim board with into each e as rim BCI`Joists. flange. board with BCI"Joists. Top Flange or Face One 8 BCI'rim joist. Hanger 9 Mount Joist Han i nail'each side at bearing Solid block all posts from above to —� —1'/d'minimum bearing bearing length below. ® To limit splitting flange,start nails at VERSA-LAM least 1'/z from end.Nails may need to Note:BCIO floorjoist must be designed be driven at an angle to limit splitting of to carry wall above when not stacked bearing plate. over wall below. INTERMEDIATE BEARING DETAILS Slope cut joist reinforcement For load bearingwall above Blocking may be required at intermediate bearings for floor Detail below restores original allowable shear/reaction value to diaphragm per IRC in high seismic areas,consult local Double Squash Block Vertical Load(Iblt) cut end of BCI`joist.BCI'Joist shall not be used as a collar or (stacked over wall below). buildingofficial. Joist S acin in Size - - pr- 9l j_ _ rafter tension tie. 12 16 19.2 24 2.6-i- 6__ im 2x4 4463 f 3347 2789 2231 � �� goon x.n�6 s�ow� \Load bearing 246 7013 5259 4383 3506 _ wall above m j'x /16= (stacked over 1. Squash blocks are to be in full contact 6 AJS®Joist f wall below) with upper floor and lower wall plate. ecre.g6 blocking. 2. Capacities shown are for a double .' 2x block. squash blocks at each joist,SPF or M,"R,;���"� better. 6 r ecr 6.• 11'r{-BCI'B- 1eBC 1P Double BCI®Joist 2.• C9CI ,,'/.• Backer block Sheathing or Min.'3132"min. ood10SB rated sheathing.Install reinforcement (minimum 12"wide). Connection pNw 9 Joist Nail with 10-10d nails. rimboard with face grain horizontal.Install on both sides of the joist,snug to Hanger Filler Block Closure the bottom flange.Coat contactfacesvuthanadhesivemeeting 9 (see chart below) BCI®Joist the APAAFGO1 specification and fasten with 3 rows of minimum 10d box nails at 6"o.c.Alternate nailing from each side and clinch. ,T blocking / yr required for Minimum Heel Depth Filler block.Nail Web-Filler cantilever. End Roof Pitch with 10-10d nails. Nailing12" Wall Bearing 6112 7112 6112 9112 110/12112112 on-center Backer block required where top flange Connection valid for all For load bearingg cantilevers,see 2 x 4 43/e" 45/s"1 41/a"1 41/:' 4'1V 411e joist hanger load exceeds 250 lbs. applications,contact Boise EWP pages 8&9 of the Eastern Specifier Install tight to top flange. Engineering for specific conditions. Guide.Uplift on backspan shall be 2 x 6 33/8"133A0 21/,6'1 23/4" 29/6'1 21/:' considered in all cantilever designs. LATERAL SUPPORT BCI®joist to support: WEB STIFFENER REQUIREMENTS BCI®Joists must be laterally supported at the ends - 2-8d nails,one on each side of the web,placed See Web Stiffener Requirements on page 9. 11 with hangers,BCI®rim joists,rim boards,BCI® Joist to limit minimum from the end of the BCI blocking panels or x-bracing. BCI®blocking panels o B splitting. Sheathing tCI®joist: or x-bracing are required at cantilever supports. _ prescriptive residential floor sheathing nailing PROTECT BCI JOISTS FROM THE WEATHER Blocking may be required at intermediate bearings requires 8d common nails @ 6"o.c.on edges and BCI®Joists are intended only for applications that for floor diaphragm per IRC in high seismic areas, @ 12"o.c.in the field(IRC Table R602.3(1)). provide permanent protection from the weather. consult local building official. - See closest allowable nail spacing limits on page Bundles of BCI®Joists should be covered and stored MINIMUM BEARING LENGTH FOR BCI°JOISTS 24 for floor diaphragm nailing specified at closer spacing than IRC. off of the ground on stickers. 1%inches is required at end supports. 3%inches is - Maximum nail spacing for minimum lateral stability: BCI®RIM JOISTS AND BCI®BLOCKING required at cantilever and intermediate supports. 18"for BCI 5000s,24'for larger BCI joist series.- 14 gauge staples may be substituted for 8d nails if vertical Load • Longer bearing lengths allow higher reaction values. Capacity Refer to the building code evaluation report or the the staples penetrate at least 1 inch into the joist. - - BC CALC®software. - Wood screws may be acceptable,contact local Depth No building official and/or Boise EWP Engineering fin] Series W.S.i'i W.S.m for further information. `� - --- r NAILING REQUIREMENTS BACKER AND FILLER BLOCK DIMENSIONS 9y2° 5000S 18 60005 1.8,65005 1.8 2300 NIA BCI®rim joist,rim board l closure panel k and less: series. Block ac eknes5.. Filler_Blnck Thickness. 11 Y,°} + - Rims or closure panel 1114 inches thick and less: ac er SOOOs 1.8,60005 1.8,65005 1.8 2150 I, NIA 2-8d nails,one each in the top and bottom flange. - ----- + --- -_ - BCI®5000s rim joist: 2-10d box nails,one each 50005 1.8 % orTwo'/."wood panels or 2 x 60s 2.0,90s 2.0 2500 N/A in the top and bottom flange. wood panels - - BCI®6000s,60s rim joist: 2-16d box nails,one 60005 1.8 1'/d'or two%" '2 x +'j1 or'/�'wood panel i 5000s 1.8,6000s 1.8,6500s 1.8 2000 N/A each in the top and bottom flange. wood panels - 14" i I - BCI®6500s,90s rim joist: Toe-nail top flange to rim 6500s 1.8 1 o d two/d' .2 x_+ "or 3/4"woad panel 605 2.0,905 2 0 2400 NIA wood panels_ __ p +_ ___ {___- joist with 2-10d box nails,one each side of flange. - ; i 11/W or two/" � , 6000s 1.81 6500s 1.8 1900 2500 BCI®rim joist,rim board or BCI®blocking panel to 605 2.0 _wo_od�aneI ._12x_+/16 or/�'wood panel 16" — support: 90s 2.0 2 x lumber + Double 2 x_lumber 60s 2.0,90s 2.0 2300 2700 - 8d nails at 6 inches on center. - - When used for shear transfer,follow the building Cut backer and filler blocks to a maximum depth designer's specification. equal to the web depth minus 1/4"to avoid a forced fit. Q _ BCI° Joist Hole Location & Sizing BCI®Joists are manufactured with 11/2" round perforated knockouts in the web at approximately 12" on center Minimum spacing=2x greatest dimension D of largest hole(knockouts exempt) D DO NOT (see table below) (see table below) cut or notch - _ flange ! - -- X Jim0 O O DO �~ No holes(except knockouts) A 1 V2"round hole may be 6"-. 6-. cut in web area as specified allowed in bearing zones cut anywhere in the web. Do not cut holes Provide at least 3"of ZI larger than 11/2" clearance from other holes. round in cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 11/2 11Pfl'ilRllif�3l_r o—'Romapmf 'a I-Ai',R@vmg�&oITti usg Select a table row based on joist depth and the actual joist span Round Hole Diameter[in] 2 3 4 5 6 61/2 7 8 8% 9 10 11 12 13 rounded up to the nearest table Rectangular Hole Side[in] - - - 3 5 6 7 - - - - - - - span. Scan across the row —, - -- r--_ to the column headed by the 8 1'-0" T-1" 1'-5" 2'-1" 2-9 3-1 T-5" appropriate round hole diameter Any -- — - - - . or rectangular hole side. Use y,/Z. Span 12 1'-0" 1'-2" 12'-2" T-2" 4'-2" 4'-8" 5'-2" + -- the longest side of a rectangular Joist ] 5'-7" 6' 16 1'-0" 1'-7" 2'-11" I 4'-3" 3" hole. The table value is the closest that the centerline of the Round Hole Diameter[in] 2 3 4 5 6 61/2 7 8 87/8 9 10 11 12 13 hole may be to the centerline of - the nearest support. Rectangular Hale Side[in] - 2 3 4 5 7 8 - - - - - - - - - --- — -- -Y -- - web may be cut out. 8 V-011 1'-1" 1 5' 1'-10" i 2'4" 2'-7" 1 2 10" 3'-4" T-9" DO NOT cut the flanges.Holes - 1�— --+--- -- apply to either single or multiple Any 12 1'-0" T4" 2'-1" 2'-10' S-7" 3'-11"4 3 5'0" 5'-8" 117/811 Span joists in repetitive member Joist Ift] 6-9" -9" - conditions. t6 1'-0" 1'-10" 2'-10" 3'9" 4'-9" 5'-3" 5-9" 6'-9" T-7 " - --- ------+---+---- For multiple holes,the amount 20 1'-1" 1 2'-3" 3'-6" 4'-9" 5-11" 6'-7" T-2 8'5" 9'-6" of uncut web between holes Round Hole Diameter[in] 2 3 4 5 6 6'/2 7 8 8718 9 10 11 12 13 must equal at least twice the diameter(or longest side)of the Rectangular Hole Side[in] - - - - 2 3 3 5 6 6 8 9 - - largest hole. 8 I T-0" 1'-1" 1'-2" 1'-3" T-8" 1'-10" 2'-1" 2'-6" 2'-10" 2'-11" T4, 3'-8" 11/27 round knockouts in the - - + 1 r --- - - - - j-- --+ - - ---t - - -- web may be removed by using 12 T-0" 1'-1" 1'-3" T-10" + 2'-6" t2'-10" t 3'-1" 3'-9" 4'-3" 4'4" 5'-0" 5-7" 1 a short piece of metal pipe and Any ----- --- -i- t - ---t-- - -� -- + -�-- -r ---+- -- +---�-- _ -- hammer. 14" Span 16 1'-0" 1'-1" 1'-8" 2'-6" 3'-4" 3'9" 4'-2" 5'0" 5'-8" 5'-10" 6'-8" T-5" Joist 2p 1-0 1'-1 y 2'-1 ~3'-2" 4'-2" 4'-8" t 5'2" 6-Y� -�— + rt Holes may be positioned verti- I] - - - --- _ _ T-2" T-3" 8'-4" 1 9'-4" cally anywhere in the web. The joist may be set with the 11/2" 24 T-0" 1'-4" 2'-6" T-9" 5'-0" 5-8" 6-3" T-6" 8'-7" 8'-9" 10'-0" 11'-2" T knockout holes turned either up Round Hale Diameter[in] 2 3 4 5 6 61/2 7 8 81/8 9 10 11 12 13 or down. This table was designed to Rectangular Hole Side[in] - - - - - - 2 3 5 5 6 8 9 10 apply to the design conditions 8 T-0" 1'-1" 1'-2" T-2" 1'-3" 1'-3" 1'-3" T-7" T-11" 2'-0" 2'-5" 2'-9" 3'-2" 3'-7" covered by tables elsewhere in this publication. Use the BC Any 12 T-0" 1'-1" V-2" 1'-2" T-3" 1'-6" T-10" 2'-5" 2'-11" 3'-0" T-7" 4'-2" 4'-9" 54" CALC®software to check other hole sizes or holes under other s Span 16 1'-0" 1'-1" 1'2" 1'-2" 1'-8" 2'-1" 2'-6" 3'3" 3'11" 4'-0" 4'-10" 5'7" 6'4" 7'-2" design conditions. It may be Joist 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-1" 2'-7" T-1" 4'-1" 4'-11" 5'-1" 6-0" T-0" 8'-0" 8'-11" Possible to exceed the limita- tions of this table by analyzing 24 1'-0" 1'-1" 1'-2" T-4" 2'-6" T-1" T-9" 4'-11" 5'-11" 6'-1" T-3" 8'-5" 9'-7" 10'-9" a specific application with the BC CALC®software. Large Rectangular Holes in BCI° Joists Hole size table based on maximum uniform load of 40 psf live load and 10 psf dead load, at maximum spacing of 24"on-center. Single e Span Joist Multiple Span Joist See Max Hale Size on M X hole See Max Hole Size on hole hole Chart for Joist Depth Maximum Hole Size r - .-1/2 Joist--. Chart for Joist Depth r 1/2 Joist-� �»--1/2 Joist Span Minimum 2x diameter/hole er/ Joist Simple Multiple Span span I width of largest hale Depth Span Span O9'/=' r - I 6' x 14' 6'x 12" ' Simple Span Joist 6.0" _1_1 M." 8"X_1_6�.-8"_X 1_3"— multiple span Joist 12'-0"Mi Multiple Span Joist 12-0 Min —� " x 18" 14 8"x 16" Notes: 10°x 17" Larger holes may be possible for either Single or Additional holes may be cut in the web provided they meet 11"x 18" ' the specifications as shown in the hole distance chart shown 16" 12"x 16" 10"x 14" Multiple span joists; use BC CALC®sizing software for above or as allowed using BC CALCII sizing software. specific analysis. _ VERSA-LAM° Floor & Roof Application Tables ' 1 GENERALNOTES • Table assumes that lateral support is provided at each support and Roof Notes(see pages 7,8&9) continuously along the top edge and applicable compression edges of Always use roof live and dead loads that meet or exceed the required the beam. design loading. • Minimum 3-inch end bearing or see BC CALC®software requirements. No roof load reductions have been taken. Be bearing specifications assume bearing across the full width of Table assumes 2'-0"roof overhang. • Uniform loading is assumed for all tables. • Multiple member beams require proper connection schedules. Ridge Beam(see page 8) • Dry service conditions are assumed. • Deflection is limited to L/240 live load and L/180 total load. • It may be possible to exceed the limitations of this table by analyzing Table based upon either simple or continuous beam span conditions. a specific application with the BC CALC®software. Floor Notes(see pages 5,6, 9) Header(Roof)(see page 7) • Floor loads are 40 psf live load and 10 psf dead load. Deflection is limited to L/240 live load and L/180 total load. • Deflection is limited to L/360 live load and L/240 total load. • Table based upon either simple or continuous floor joist spans. • Tables assume a wall weight of 100 plf(pages 6,9). • Interior floor support may vary a maximum of 4 feet from centerline (page 9). One Floor Beam Span Table L � u ort Sp� Required Beam Depths and Bearing Lengths [in] Width VERSA-LAM 2.0 3100 Floor Load Beam Support Load -[Ps - Spacing Duration% Live Dead [Feet) 20 24 26 28 30 32 36 40 3.5x7.25 1.513 3.5x7.25 1.513 3.5x9.5 1.513 3.5x9.5 1.513 3.5x9.5 1.5/4.5 3.5x9.5 1.514.5 3.5x9.5 3/4.5 3.5x9.5 314.5 5.25x7.25 1.511.5 5.25x7.25 1.513 5.25x7.25 1.513 5.25x7.25 1.5/3 5.25x7.25 1.513 5.25x7.25 1.513 5.25x7.25 1.513 5.25x9.5 1.513 3.5x9.5 1.513 3.5x9.5 1.514.5 3.5x9.5 1.514.5 3.5x9.5 1.514.5 3.5x11.875 3/4.5 3.501.875 3/4.5 3.501.875 316 3.5x11.875 316 10 5.25x9.5 1.5135.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.5/3 5.25x9.5 1.514.5 5.25 x 9.5 1.5/4.5 3.5 x 11.875 1.514.5 3.5 x 11.875 3/4.5 3.5 x 11.875 3/4.5 3.5 x 11.875 3/4.5 3.5 x 11.875 316 3.5x%875 3/6 3.5 x 14 3/6 3.5 x 14 3(1.5 12 --- - - - -- - ---- - - 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.514.5 5.25 x 11.875 1.514.5 5.25 x 11.875 3/4.5 5.25 x 11.875 3/4.5 3.5x11.8751.514.5; 3.5x14 314.5 3.5x14 316 13.5x14 316 3.5x14 3/6 3.5x14 3/6 3.5x16 3/7.5F3.5x16 317.5 100% 40 10 14 1 - - - - - -- --- -- -- 5.25 z 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.514.5 5.25 x 11.875 1.5/4.5 5.25 x 11.875 1.514.5 5.25 x 14 3/4.5 5.25 x 14 3/4.5 5.25 x 14 316 3.5x14 3/4.5 3.5x16 316 3.5x16 316 3.5x16 316 3.5x16 317.5 3.5x16 317.5 3.5x18 4.5/9 3.5x18 4.519 16 5.25 x 11.875 1.513 5.25 x 14 1.514.5 5.25 x 14 1.514.5 5.25 x 14 1.514.5 5.25 x 14 3/4.5 5.25 x 14 3/4.5 5.25 x 16 316 5.25 x 16 3/6 3.5x16316 13.5x16 316 3.5x18 317.5 3.5x18 317.5 3.5x18 37.5 3.5x18 4.519 5.25x16 316 5.25x18 317.5 18 -- ---k- - -- ---- - - - - - -- - - --1- 5.25x14 1.5/4.515.25x14 3/4.5 5.25x16 314.5 5.25x16 314.5 5.25x16 316 5.25x16 316 7x16 3/4.5 706 316 3.5x18 316 3.5x18 317.5 5.25x16 316 5.25x18 316 5.25x18 3/6 5.25x18 316 5.25x18 317.5 - 20 - --- - - --- --- - - - --- -- -- - 5.25x16 1.5/4.5 5.25x16 3/4.5 7x16 1.514.5 7x16 1.514.5 7x16 3/4.5 7x16 3/4.5 7x18 316 7x18 316 i Two Floor Beam-Span Tables - - , Support Width Required Beam Depths and Bearing Lengths [in] VERSA-LAM® 2.0 3100 MawBeam ,, Floor Load Support fl Load [p Spacing Duration% Live Dead [Feet] 20 24 26 28 30 32 36 40 3.5x9.5 314.5 3.5x11.875 316 3.501,875 316 3.5x11.875 316 3.5x11.875 317.5 3.5x14 311.5 3.5x14 4.519 3.5x16 4.519 5.25x9.5 1.513 5.25x9.5 1.514,5 5.25x9.5 314.5 5.25x9.5 314.5 5.25x9.5 314.5 5.25x9.5 316 5.25x11.875 316 5.25x11.875 316 3.5x11.875 316 3.5x14 317.5 3.5x14 317.5 3.5x14 317.5 3.5x16 4.519 3.5x16 4.519 3.5x18 4.5110.5 5.25x14 317.5 10 5.25 x 9.5 1.514.5 5.25 x 11.875 314.5 5.25 x 11.875 316 5.25 x 11.875 316 5.25 x 11.875 316 5.25 x 11.875 316 5.25 x 14 317.5 7 x 11.875 316 3.5x14 317.5 3.5x16 4.519 3.5x16 4.519 3.5x18 4,519 3.5x18 4.5110.5 5.25x14 317.5 5.25x16 4.519 5.25x16 4.519 12 -- - --- - --- ------- --- ----- -- - - - --- 5.25x11.875 314.5 5.25x11.875 316 5.25x14 316 5.25x14 316 5.25x14 317,5 7x11.875 316 7x14 316 7x14 317.5 3.5x15 4.519 3.5x18 4.5110.55.25x16 3/7.5 525x16 317.5 5.25x16 4.519 5.25x16 4.519 5.25x18 4.5110.5: - 100% 40 10 14 -- --- -- --- -- - - t"-"----"- -------_ -- - ------- - --- - 5.25x14 316 5.25x14 317.5 7x14 316 1 7x14 316 7x14 316 1 7x14 37.5 706 317.5 7x16 4,519 3.5x18 4.519 5.25x16 37.5 5.25x18 4.519 5.25x18 4.5/3 5.25x18 4.519 16 --- - -- -- - -- --- - - - --- --- ---- - - - -- -- - 5.25x16 316 7x16 316 7x16 316 7x16 316 7x16 37.5 7x16 37.5 7x18 4.519 7x18 4.519 5.25x18 317.5 5.25x18 4.519 18 --- ------ ----- - -- --- -- ---_ - 7x16 316 7x16 316 7x18 325; 7x18 37.5 7x18 37.5 7x18 4.5/9 1 20 - ---- - --- - ---- - ---- -- -- --- -- -- 7x18 316 7x18 37.5 See - -- - ' General Notes on page 5. 41n w }}. }a: ' 1 Roof Header Span Tables i Minimum end bearing 3 inches or see BC CALC®software requirement. • 4.5 inch bearing length required in shaded areas. • See General Notes on Rough I page 5. Width Op Required Beam Depths and Bearing Lengths [in] VERSA-LAM® 2.0 3100 1 4 Roof Load p " ]Psfl Rough Load Opening Duration% Live I Dead [Feet] 20 24 26 28 30 32 36 40 9 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 12 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 20 15 5.25x7.25 5.25x7.25 5.25x7.25 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 16 3.5x11.875 3.5x11.875 3.5x11.875 3.5x11.875 3.5x11.875 3.5x11.875 3.5x14 3.5x14 5.25 x 9.5 5.25 x 9.5 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 z 11.875 5.25 z 11.875 18 3.5x11.875 3.5x14 3.5x14 3.5x14 3.5x14 3.5x14 3.5x14 3.5x14 125% 5.25 z 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 14 9 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x9.5 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 1 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 z 7.25 12 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x11.875 20 20 5.25x7.25 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 16 3.5x11.875 3.5x11.875 3.5x11.875 3.5x11.875 3.5x14 3.5x14 3.5x14 3.5x14 5.25 x 9.5 5.25 x 11.875 5.25 z 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 z 11.875 5.25 x 11.875 183.5x14 3.5x14 3.5x14 3.5x14 3.5x14 3.5x14 3.5x16 3.5x16 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 14 5.25 x 14 5.25 x 14 9 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 -5.25-x 7.25 5.25 x 7.25 12 3.5x9.5 3.5x9.5 - 3.5x9.5 3.5x9.5 - - 3.5x9.5 --3.5x9.5 - - 3.5x9.5 3.5x9.5 20 15 5.25x7.25 5.25x7.25 5.25x7.25 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 16 - 3.5x11.875 3.5x11.875 3.5x11.8753.5x11.875 3.5x11.875 3.5x11.875 --3.5x14 - 3.5x14 _ 5.25 x 9.5 5.15 x 9.5 5.2-5x-11-.8-7-5 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 z 11.875 18 -3.5x11.875 3.5x14_ 3.5x14_- - 3.5x14 3.5x14_ _3.5x14 - 3.5x14 _ 3.5_x16 - 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 14 9 3.5x7.25 3.5x_7.25- 3.5x7.25 3.5x7.2_5 3.5x7.25 3.5x7.25_ 3.5x7.25_ _ 3.5_x9.5 5.25 x 7.25 5.25 x 725 5.25 x 7.25 5.25_x7._25_ 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 z 7.25 12 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x11.875 3.5x11.875 25 15 5.25x7.25 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 16 _3.5x11.875 _3.5x11.875 -3.5x11.875 3.5x11.875 _ 3.5x14 3.5x14_ 3.5x14 - 3.5x14 5.25 x 9.5 5.25 x 11.875 5.25 x 11.875 _5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 18 _3.5x14_ 3.5x14_ 3.5x14 3.5x14- 3.5x14 - 3.5x14 3.5x16 3.5x16 _ 5.25 x 11.875 5.25 z 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 14 525 x 14 t -5.25-x 14 9 3.5x7.25_ 3.5x7.25 - 3.5x7.25 -3.5x7.25 3.5x7.25_ 3.5x7.25 3.5x9.5 3.5x9.5 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 z 7.25 5.25 x 7.25 5.25-x 7.25 12 3.5x9.5 3.5x9.5 3.5x_9.5 3.5x_9.5 3.5x9.5 3.5x11.875 3.5x11.875_ 3.5x11.875_ 115% 30 15 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 16 _3.5x11.875 -3.5x11.875 3.5x14_ _3.5x14 _3.5x14 _ 3.5x_14_ - 3.5x14 3.5_x16 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 18 -3.5x14- 3.5x_14 3.5x14 3.5x16__ - 3.5x16 --3.5x16 3.5x16- 3.5x18 - 5.25x11.875 5.25x11.875 5.25x11.875 5.25x14 5.25x14 5.25x14 5.25x14 5.25x14 9 3.5x7.25 3.5x7.25 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 12 3.5x9.5 3.5x9.5 3.5x11.875 3.5x11.875 3_5x11.875 3.5x11.675 3.5x11.875 3.5x14 - ------- ---- -- ---- - - - -- -- - x -- - - - 40 15 525x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 525x9.5 5.25x11.875 16 3.5x11.875 3.5x14 3.5x14 3.5x14 3.5x16 3.5x16 3.5x16 3.5x18 - --- - - - ---- - --- - - -- -- - ---- - - - - 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 14 rt 5.25 x 14 18 3.5x14 3.5x16 3.5x16 3.5x16 3.5x18 3.5x18 3.5x18 5.25x16 --- --- --- ----- ----- ------- -- --- - - -- 5.25x11.875 5.25x14 5.25x14 5.25x14 5.25x14 5.25x14 5.25x16 fi 7x14 9 3.5x7.25 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x9.5 3.5x11.875 5.25x7.25 5.25x7.25 5.25x7.25 5.25x7.25 5.25x7.25 5.25x7.25 5.25x9.5 5.25x9.5 12 3.5x11.875 3.5_x11.875 - 3.5x11.875- 3.5x11.875_ 3.5x11.875 3.5x11.875 _ 3.5x14 3.5x14 50 15 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x11.875 5.25x11.875 5.25x11.875 16 3.5x14 3.5x14 3.5x16 3.5x16 3.5x16 3.5x16 3.5x18 3.5x18 ----- -- - - -- -- - -- - - --- - -- 5.25 x 11.675 5.25 x 11.875 5.25 x 11.875 5.25 x 14 5.25 x 14 5.25 x-14 5.25 x 14 t 5.25 x 16 18 3.5x16 3.5x16-- 3.5x18 _3.5x18 3.5x18 5.25x16 -5.2.5x16 5.25x_18__ 5.25x14 5.25x14 5.25214 5.25x14 5.25x16 7x14 7x14-+ 7z 14 i Roof Ridge Beam Span Tables See General Notes on page 5. vpp0 5Pa��r9 5 Width Required Beam Depths and Bearino Lengths [in] VERSA-LAM® 2.0 3100 Roof Load Support Cid [pa� Load Spacing Duration% Live Dead [Feet] 20 24 26 28 30 32 36 40 12 3.5x7.25 1.513 3.5x9.5 1.5/3 3.5x9.5 1.513 3.5x9.5 1.5/3 3.5x9.5 1.5/3 3.5x9.5 1.5/3 3.5x9.5 1.514.5 3.5x9.5 1.514.5 5.25x7.25 1.511.5 5.25x7.25 1.511.5 5.25x7.25 1.513 5.25x7.25 1.513 5.25x7.25 1.513 5.25x7.25 1.513 5.25x9.5 1.513 5.25x9.5 1.513 16 3.5x9.5 1.513 3.5x11.875 1.513 3.5x11.875 1.514.5 1 3.5x11.875 1.514.5 3.5x11.875 1.514.5 3.5x11.875 314.5 3.5x11.875 314.5 3.5x11.875 316 20 15 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 5.25 x 9.5 1.513 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 5.25 x 11.875 1.5/3 5.25 x 11.875 1.5/3 5.25 x 11.875 1.5/4.5 20 3.5x11.875 1.513 3.5x14 1.5/4.5 3.5x11.875 1.514.5 3.5x14 3/4.5 3.5x14 314.5 3.5x14 316 3.5x16 316 3.5x16 3/6 5.25 z 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.5/3 5.25 x 11.875 1.513 5.25 x 14 1.514.5 5.25 x 14 1.5/4.5 5.25 x 14 3/4.5 24 3.5x16 1.514.5 3.5x16 314.5 3.5x16 316 3.5x16 316 3.5x18 3/6 3.5x18 316 3.5x18 317.5 3.5x18 325 125% 5.25 x 14 1.5/3 5.25 x 14 1.513 5.25 x 14 1.5/4.5 5.25 x 14 1.514.5 5.25 x 16 1.514.5 5.25 x 16 3/4.5 5.25 x 16 314.5 5.25 x 16 3/6 12 3.5x9.5 1.5/3 3.5x9.5 1.5/3 3.5x9.5 1.513 3.5x9.5 1.513 3.5x9.5 1.514.5 3.5x9.5 1.514.5 3.5x9.5 1.514.5 3.5x9.5 314.5 5.25 x 7.25 1.5(1.5 5.25 x 7.25 1.513 5.25 x 7.25 1.513 5.25 x 9.5 1.5/3 5.25 z 9.5 1.513 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 5.25 x 9.5 1.513 16 3.5x11.875 1.513 3.5x11.875 1.514.5 3.5x9.5 1.513 3.5x11.875 3/4.5 3.5x11.875 314.5 3.5x11.875 314.5 3.5x14 316 3.5x14 3/5 20 20 5.25 x 9.5 1.513 5.25 x 9.5 1.513 5.25 x 9.5 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.5/3 5.25 x 11.875 1.5/3 5.25 x 11.875 1.514.5 5.25 x 11.875 1.5/4.5 20 3.5x14 1.514.5 3.5x14 314.5 3.5x14 314.5 3.5x14 314.5 3.5x16 3/6 3.5x16 3/6 3.5x16 317.5 3.5x16 3(7.5 5.25 x 11.875 1.5/3 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 14 1.514.5 5.25 x 14 1.514.5 5.25 x 14 1.514.5 5.25 x 14 314.5 5.25 x 14 314.5 24 3.5x16 3/4.5 3.5x16 316 3.5x18 316 3.5x18 316 3.5x18 3/7.5 3.5x18 317.5 3.5x18 3/7.55.25x18 316 5.25x14 1.513 5.25x14 1.514.5 5.25x16 1.514.5 15.25x16 1.514.5 5.25x16 314.5 5.25x16 314.5 5.25x16 3/6 7x16 314.5 12 3.5x7.25 1.513 3.5x9.5 _ 1.513 3.5x9.5 1.5/3 3.5x9.5___1.513 3.5x9.5__1.5/3 3.5x9.5 1.5/3 3.5x_9.5 1.514.5 3.5x9.5_ 1.5/4.5_ 5.25 x 7.25 1.511.5 5.25 x 7.25 1.511.5 5.25 x 7.25 1.513 5.25 x 7.25 1.513 5.25 x 7.25 1.5/3 5.25 x 7.25 1.513 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 16 3.5_x9.5 1.513 3.5x11.875 1.513 3.5x11.875 1.514.5 3.5x11.875_1.514.5 3.5x11.875 1.514.5 3.5x11.875 314.5 3.5x11.875 314.5 3.5x14 316 2Q 1 S 5.25 x 9.5 1.513 5.25 z 9.5 1.513 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 5.25 x 9.5 1.513 5.25 x 11.875 1.513 5.25 z 11.875 1.5/3 5.25 x 11.875 1.514.5 20 3.5_x11.875 1-- 3.5x14 1.5/4.5 _3.5x14 314.5 3.5x14_ 314.5 3.5x14 314.5 3.5x14 316 3.5x16 316 3.5x16 316 5.25 x 11.875 1.5/3 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 14 1.5/4.5 5.25 x 14 1.5/4.5--5.-25x 143/4.5 24 3.5x16_ 1.514.5 3.5x16 314.5 3.5x16_ 316 3.5x16 316 3.5x18 316 3.5x18 316 3.5x18 317.5 5.25x16 316 5.25x14 1.513 5.25x14 1.513 '5.2-5x 14 1.5/4.5 15.25x14 1.514.5 5.25x16 1.514.5 5.2506 3/4.5 5.25x16 314.5 7x16 1.5/4.5 12 3.5x9.5_ 1.5/3 3.5x9.5- 1.513 3.5x9.5 - 1.513 3.5x9.5 -1.5/3 - 3.5x9.5 1.514.5 3.5x9.5 1.514.5 _3.5x9.5 1.514.5 3.5x9.5 314.5 5.25 x 7.25 1.511.5 5.25 x 7.25 1.513 5.25 x 7.25 1.513 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 5.25 x 9.5 1.513 5.25 x 9.5 1.5/3 5.25 x 9.5 1.5/3 16 3.5 x 11.87.5 1.513_ 3.5 x 11.875 1.514.5 3.5 x 11.875 1.5/4.5 3.5 x 11.875 1.514.5 3.5 z 11.875 314.5 -3.5 x 11.875 3/4.5 3.5 x 14 3/6 • 3.5 x 14 316 25 1 5 5.25 x 9.5 1.513 5 25 x 9.5 1.5/3 5.25 x 9.5 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.514.5 5.25 x 11.875 1.514.5 20 3.5x14 1.514.5 3.5x14 3/4.5 3.5x14 314.5 3.5x14 3/4.5 3.5x16 316 1 3.5x16 316 3.5x16 317.5 3.5x18 37.5 5.25 x 11.875 1.513 5.25 x 11.875 1.5/3 5.25 x 11.875 1.5/3 5.25 x 14 1.514.5 5.25 x 14 1.5/4.5 5.25 x 14 1.514.5 5.25 x 14 314.5 5.25 x 14 3/4.5 24 3.5x16 3/4.5 3.5x16- 316 3.5x18 316 3.5x18 - 316 3.5x18 317.5 3.5x18 3(7.5 5._25x16 3165.25x18 316 5.25x14 1.513 5.25x14 1.5/4.5 5.25x16 1.514.5 5.25x16 1.514.5 5.25x16 3/4.5 5.25x16 314.5 7x16 1.5/4.5 7x16 3/4.5 12 3.5x_9.5 1.513 3.5x9.5 1.513 3.5x9.5 1.513 3.5x9.5 1.513 3.5x9.5 1.514.5 t 3.5x9.5_ 1.514.5 3.5x11.875 314.5. 3.5x11.8.75_ 316 5.25x7.25 1.513 5.25x7.25 1.513 5.25x9.5 1.513 5.25x9.5 1.5/3 5.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.513 5.25 x 9.5 1.514.5 3.5 x 11.87.5 1.514.5 3.5 x 11.8.75 1.5/4.5 3.5 x 11.8_75 3/4.5 3.5 x_11.875 3/4.5 3.5 x 11.875 316 3.5 x 14_ 3/6 3.5 x 14 316 3.5-x-14 317.5 ° 16 5.25 z 9.5 1.513 5.25 x 9.5 1.5/3 5.25 z 11.875 1.513 5.25 x 11.875 1.513 5.25 x 11.875 1.514.5 5.25 x 11.875 1.514.5 5.25 x 11.875 1.514.515.25 x 11.875 314.5 115/° 30 15 3.5_x14 3/4.5_ 3.5x14___ 3/6 3.5x14 _ 3/6 _3.5_x16 316 3.5x16 316_ 3.5x16_ 3f7.5 3.5x18 3(/.5.1 3.5x18 4.5/9 20 5.25x11.875 1.513 5.25x11.875 1.514.5 5.25x14 1.5/4.5 5.25x14 1.5/4.5 5.25x14 3/4.55.25x14 314.5 5.25x14 316 15.25x16 316 24 3.5 x 16 _ 3/6 3_5 x- _316 3.5 x 16__.316 5.25 z 16 _374.5 5_.25 x 16-, 316 5,25 x 16 __316_ 525 x 18._._ _3/6--5.25x 18 317.5 5.25x14 1.5/4.5 5.25x16 1.5/4.5 5.25x16 3/4.5 7x14 1.514.5 7x14 1.514.5 7x16 1.5/4.5 7x16 314.5 7x16 316 12 3:5x9.5 1.513_ 35x9_5_. 1514.5 _3.5x9_5- _1.514.5 3.5x9.5 _1.514.5 3.5x11.875_ 3/4.5 3.5x11875_314.5 3.5x11,875 _316- 3.5x11_875._316_ 5.25x7.25 1.513 5.25x9.5 1.513 5.25x9.5 1.5/3 5.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.5/3 5.25x9.5 1.5/4.5 5.25x9.5 1.514.5 16 -3.5x11.875 1.514.5 -3.5x11.875._ 3/4.5 3.5x14_-_ 316- 3.5x14 316-3.5x14 316_ 3_5x14 _316 .3.5x16 317.5 3.5x16_ _ .,37._5 40 15 5.25 x 11.875 1.513 5.25 x 11.875 1.5/3 5.25 x 11.875 1.5/4.5 5.25 x 11.875 1.514.5 5.25 x 11.875 1.514.5 5.25 x 11.875 314.5 5.25 x 11.875 314.5 5.25 x 14 316 20 3.5x14 ._._316 _3.5x16 _- 316_ .3.5-x16 - 37.5 _3.5_x18____ 325 3.5x18_ 317.5 3_5x18 3R.5 5.25x163/6_- 5.25x1637._5 5.25x14 1.514.5 5.25214 1.514.5 5.25x14 314.5 5.25x14 314.5 5.25x14 3/6 5.25x14 316 704 314.5 7x14 3/6 24 3.5x18___316 3_5x18- _37_5 5.25x-16_- 316- 5_25x18__316 5.25x18 -_ 316_5,25x18__316 5.25x18__ 37.5 -_._ - _____ 5.25x16 1.514.5 5.25x16 3/4.5 7x16 1.514.5 7x16 1.5/4.5 7x16 3/4.5 7x16 314.5 7x16 3/6 7x18 316 12 3.5 x 9.5 _1.514.5 3.5 x 9.-5__- 314.5_ 3_5 z 11.875314.5 _3.5 x 11.875- 3/4.5 3.5 x 11.875 316 3.5 x 11.875_.316 3.5 x 11.875_ 316 15x 14__ 37.5- 5.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.513 5.25x9.5 1.5/4.5 5.25x9.5 1.514.5 5.25x9.5 314.5 5.25x11.875 3/4.5 16 3.5-x11.875 -3/4.5 3.5x14 __3/6_ 3_5x14 - 316 13.506 316 3.5x16_ _ 377.5 3.5x1.6 3(7.5 3.5x16 4.519 3.5x18 4.519 50 15 5.25 x 11.875 1.513 5.25 x 11.875 1.514.5 5.25 x 11.875 3/4.5 5.25 x 11.875 3/4.5 5.25 x 11.875 314.5 5.25 x 14 3/6 5.25 x 14 3/6 5.25 x 14 3/6 20 3_5 x 16_ 3/6- 3.5 x 18___3/7.5 3.5 x 1.6 __317.5 3_5 x 18-_ 37.5 5_25 x_16 316- 5.25 x 16_ 3/6 5.25 x 18 317.5 5.25 x_18 317.5 5.25x14 1.5/4.5 5.25x14 314.5 5.25x14 316 7x14 1.5/4.5 7x14 314.5 7x14 314.5 7x16 316 7x16 316 24 3_5x18 3(7.5 5.25x18316_ 5.25x18 -_316_, 5.25x18 3/6- 5.25x18 317.51 5.2 x16 34. 7x16 14.5 7x16 314.5 1 7x16 314.5 7x16 316 7x18 311 7x18 316 1_7x 18 3R.5 - Roof and One Floor Span Tables 20 &24 Foot Spans 26 -40 Foot Spans I See General Notes on page 5. R L I 0U I 2 or 2 pan Ope61"g Width of Span(See TableBelow' Ope"1ng *Assumes no intermediate support of floor joists Interior floor support may vary a minimum of 4 feet from centerline. Required Beam Depths and Bearing Lengths [in] VERSA-LAM®2.0 3100 Roof LoadRough �V Load -IPsfl - Opening Duration% Live Dead [Feet] 20 24 26 28 30 32 36 40 6 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 3.5x7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 9 3.5x9.5 3.5x9_5 3_5x9.5_._ 3.5x9.5, _3.5x9.5 _ 3.5x9.5__- _ 3.5x9.5 3.5x11.875 _ 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 20 15 12 - -3.5x11.875 3.5x14 35x11.875 _ 3.5x11.875 3_5x11.875 _ 3.5x14 3.5x14 3_5x14 -_ 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 z 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 16 3_5x16_ _ 3.5x16 _ 3.5x16 3.5x16 _ 3.5x16 _ 3.5x16_ _ 3.8x18 _ 3.5x8 5.25x14 5.25x14 5.25x14 5.25x14 5.25x14 5.25x14 5.25x16 5.25x16 3.5x18 _ 3.5x16 3.5x18 __. 3.5x18 3.5x18 3.5x185.25x18 5.25x18 125% 18 5.25x16 5.25x16 5.25x16 5.25x16 5.25x16 5.25x16 706 706 6 _ 3.5x7.25_._ 3.5x7.25_ 3.5x7.25 3.5x7.25_ 3.5x725 _ 3.5x7.25 _ 3.5x7.25_ _ 3.5x7.25 _ 5.25 x 7.25 _5.25•,x 7.25 5.25 x 7.25 525-x7 25 5.25 x 7.25 52 _5 x 7.25 5.25 x 7.25 5.25 x 7.25 9 3.5x9.5_ _ 3.5x9.5 _ 3.5x9.5 _ 3.5x9.53.5x9.5 3.5x9.53.5x9_5 _ 3.5x11.875 _ 5.25x9.5 5.25x9.5 i 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 20 20 12 3.5x11.875 _ 3.5x143.5x11,875._ _ 3.5x11.875 3.5x14 __ 3.5x14 - 3.5x14 _ 3.5x14 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.675 16 - 5x16- 3.5x18 - -.-335x15 _ 3.5x16 _-3.5x1'_ - 3.5x18 �3.5xa -2..5.x1$-- 5.25x14 5.25 x 16 5,25x14 5,25 x14 5.25 x14 5.25 x16 5.25x16 5.25 x1 18 _ x18 _.__.. 5.25x16_ _ 3.5x1 _._ ____5x18 __ 3. x18 __ 3,5,x18 -_ 5.25x18 5.25 x_8 6 3.5x7.25 . _3.5x7.25 - 3.5x7.25_ 3.5x7.25 3.5x7.25 3.5x7.25 3.5x725 3.5x7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 525 x 7.25 5.25 x 7.25 5.25 x 7.25 t 5.25 x 7.25 9 3.5x9.5 __ __ 3.5x9.5_ 3_5x9_5 _ 3.5x9.5 _ 3.5x9.5__ 3.5x9.53.5x9.5 3.5x11_875 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 20 15 12 3.5x11,875 3.5x14 3.5x11.875 3.5x11.875 3.5x11.875 3.5x14 3.5x14 3.5x14 5.25 z 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 163.5x16 3.5x18 _ 3.5x16. 3.5x16 _ 3.5x16_ 3.5x18 _. 3508 3.5x18_ _ 5.25x14 5.25x14 5.25x14 5.25x14 5.25x14 5.25x14 5.25x16 1 5.25x16 3.5x18 _._ 5.25x16 _ 3.5x18_ _3.5.x18 3_5x18 5.25x16 _ _ ._ 5.25x18 __. 5.25x18 18 5.25x16 7x16 5.25x16 5.25x16 5.25x16 + 7x16 7x16 7x16 6 3.5x7.25 _ 3.5x7.25 3.5x7.25_ 3.5x7.25_ - 3.5x7.25 _ _ 3.5x725 _3.5x7.253.5x7.25 _ 5.25 x 7.25 5.25 x 7.25 525 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 1 5.25 x 7.25 9 3.5x9.5_- 3.5x9.5 _ 3.5x9.5 3.5x9.5 3.5x9_5 _ 3.5x9.5 3.5x11.875 3.5x11.875 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 25 15 12 3.5x11.875 3.5x14 __ 3.5x11.875 3.5x11.875 3.5x14 3.5x14 3.5x14 3.5x14 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 16 _ 3.5x16 __ _35.x18 _ _ 3_5x16_ 3.5x18 __ _ 3.5x18 _ 3.5x18 _._. _ 3.5x18 __ 5.2--7-x 5x16 5.25x14 5.25x16 5.25x14 5.25x14 5.25x14 5.25x16 5.25x16 7x14 183.5x18 - 5.25x16 3.5x18_ _ _5.25x16 _5.25x16- _ 5.25 x 18__ _ 5.25 x 18__.._ 5.25 x 18 5.25x16 7x16 5.25x16 7z 16 7x16 7x16 7x16 7x166 6 _ 3.5x7.25 _ 3.5x7.25 _._ _ 3.5x7.25 3.5x7.253.5x7.25 3.5x725 _ 3.5x7.25 3.5x7_25 5.25 x 7.25 5_25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 525 x 7.25 5.25 x 7.25 5.25 x 7.25 3_5x9_5 _ 3.5x9.5___ 3.5x9.5 3.5x9.53.5x9.5 _ 3.5x11.875_ 3.5x11.875 _ 3.5x11.875_ 9 5.25x9.5 5.25x9.5_ 5.25x9.5 1 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 115% 30 15 12 3.5x11.875 3.5x14 _ 3.5x14 3.5x14 3.5x14 3.5x14 3.5x14 1_. 3.5x16 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 16 3_5x16 _ _ 3_5x18. _ 35x18__ 3.5x18_-___. 3.5x18 3.5x18 _5.25x16___ 525x16--__ 5.25x14 525x16 5.25x14 5.25x16 5.25x95 5.25x16 7x14 7x16 183.5x18 _525.08-- 5.25x16.__ 5.25x_16 ___ 5.25x16 5.25x185.25x18 _525x18____ 5.25x16 7x16 7x16 7x16 7x16 7x16 1 7x16 7x16 6 _ 3.5x7.253.5x7.25_ 3.5x7.25 _ 3.5x7.25 _3.5x7.25_ 3.5x7.253.5x7.25 3.5x9.5 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 125 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 9 3.5 x 9.5 _ 3.5 x 11.875 _ _3.5 x 9,5_- .-- 3.5 x 11.875 3.5 x 11.875 3.5 x 11.875 _3.5 x 1t;875 _ 3.5 x 11.875 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 40 15 12 3.5x14 3.5x14 3.5x14 3.5x14 3.5x14 3.5x14 3.5x16 3.5x16 _ 5.25 x 11.875 5.25 x 11.875 525 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 14 5.25 x 14 16 3.5x18_...__ 5_25x16 _._. 3.5x18 _ _3.5x18- 5.25x16__ . 5.25x16 ___ _5.25x16 525x18__ ._ 5.25x16 7x14 5.25x16 5.25x16 7x14 7x14 7216 7x16 18 5.25x185.25x18 _ 5_25x18 _ 5.25x185_25x18 _ 5.25x18 5.25x20 _5.25x20 . 7X16 706 706 7x16 7x16 7x16 7x18 7x18 6 -1.5 x 7.25 3.5x7.25 _ 3.5x7.25 3.5x725_ _3.5x7.25 _ 3.5x7.25 3.5x9.5 _ _ 3.5x9.5 5.25 z 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 5.25 x 7.25 9 3.5 x 11.875 3.5 x 11.875 _ 3.5 x 11.875 _ 3.5 x 11.875 3.5 x 11.875 3.5 x 11.875 _ 3.5 x 11.875 3.5 x 14 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9.5 5.25x9,5 5.25x9.5 5.25x9.5 5.25x11.875 50 15 12 3.5x14 3.5x16 _ 3.5x14 3.5x14 3.5x16 3.5x16 3.5x16 3.5x18 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 11.875 5.25 x 14 5.25 x 14 5.25 x 14 3.5x18 . 5.25x16 5.25x16 5.25216 5.25x16 5.25x18 5.25x1 16 - - -- }- - -- - - -- - -8 5.25x18 5.25x16 7x16 7x14 7x1 - --- G 7x16 7x16 7x16 7x16 18 5.25x18 5_25x18 _ 525x18 _ 5.25x78. 5.25x18 _ 5.25x20 _ _ 5.25x20 5.25x_20_ 7x1 7x1 7x16 7x16 7x1 7x1 708 7 1 Minimum end bearing 3 inches or see BC CALC® 4.5 inch bearing length required in shaded areas. See General Notes on page 5. software requirement. BCI° Closest Allowable Nail Spacing Fa Nailing Perpendicular to Wide Face All BCI Joists If more than one row of Glue Lines ( ) Nailing Perpendicular to Nailing Parallel to nails is used,the rows Glue Line ode Face)_ Glue Line(Narrow Face) must be offset at least O.C.Spacing End of Joist O.C.Spacing End of Joist '/2 inch. Nail Size [inches] (inches] [inches] [inches] • Simpson Strong-Tie 8d Box 2 1'/2 4 1'/2 A35 connectors may — - -- be attached to the side 8d Common 2 1'/2 4 3 of BCI®60s&90s joist Nailing Parallel 10d & 12d Box 2 1'/2 to Glue Lines --4 - 3 -- flanges only. Use nails 16d Box 2 11/2 4 _ 3as specified by Simpson (Narrow Face) 10d&12d Common 3 2 6 4__ Strong-Tie;do not j - — - --- -- attach connectors on 16d-Si-nker 3 2 6 4 both sides of a flange at 16d Comon 3 2 6 4 the same location. BCI® Dia hra m Table (') BCI©Series __ Diaphragm Capacity(2)(3)[Iblft] NOTES: ' -- -- --- - Unblocked Blocked _ (1) See table 6 of ICC ESR 1336. 5000s As permitted for 2x framing 320 Iblft for 6"o.c.nailing @ panel edges _ (2) BCI joists may be substituted for solid sawn framing in building code 425 IbKt for 4"o.c.nailing,staggered,@ panel edges in horizontal wood diaphragms as shown in Table As permitted for 3x framing 360 Ib/ft for 6"o.c.nailing @ panel edges 2306.3.1 of the IBC or Table 23-II-H of the UBC. 6000s,6500s in buildingcode 480 Ib/ft for 4"o.c.nailing,staggered 3 Diaphragm nailin shall not exceed BCI closest g, gg @panel edges ( ) 9 As permitted for 3x framing As permitted for 3x framing in building code with nail allowable nail spacing limits. 60s,90s in building code spacing no closer than 3"o.c. Multiple Member Connectors . - . . . • • Maximum Uniform Side Load[plf] Designing Connections for Number Nailed Ir"Dia.Through Bolt') %"Dia.Through Bolt') Multiple VERSA-LAM® Members 2 rows 16d 3 rows 16d 2 rows @ 2 rows @ 2 rows 2 rows @ 2 rows @ 2 rows of Sinkers @ Sinkers @ 24"o.c. 12"o.c. @ 6"O.C. 24"O.C. 12"o.c. @ 6"o.c. When usingmulti le I VERSA-LAM®beams to create a wider Members 12"o.c. 12"o.c. sta ered sta ered sla ered sta ered sta ered sta ered p ply 13/4'VERSA-LAM®(Depths of 18"and less) member,the connection of the plies is as critical as determining the 2 470 705 505 1010 2020 560 1120 2245 beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the 3121 350 525 375 755 1515 420 840 1685 load-carrying capacity of the full member decreases significantly. The 4131 use bolt schedule 335 670 1345 370 745 1495 following is an example of how to size and connect a multiple-ply T/2"VERSA-LAM® VERSA-LAM®floor beam. 213) use bolt schedule 855 1 1715 1 N/A 1125 2250 N/A Given: Beam shown below is supporting residential floor load 13/4'VERSA-LAW(Depths of 24") (40 psf live load,10 psf dead load)and is spanning 16'-0". s . Nailed '12"Dia.Through Bolt I 'Dia.Through Bolt „ 8 Number9 g Beam depth is limited to 14". of 3 rows 16d 4 rows 16d 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows @ 3 rows @ Members Sinkers @ Sinkers @ 24"ox,8" 18"o.c.6" 12"o.c.4" 24"o.c.8" 18"o.c.6" 12"o.c.4" Hangers not shown 12"o.c. 12"o.c. staggered staggered sta ered staggered sta ered sta ered for clarity 2 705 940 755 1010 1515 840 1120 1685 14 3a) 525 705 565 755 1135 630 840 1260 4(3) use bolt schedule 505 670 1010 560 745 1120 1. Design values apply to common bolts that conform to ANSI/ '/2"bolts and 2'/i for'/,,bolts. Bolt holes shall be the same I ASME standard 818.21-1981(ASTM A307 Grades A&B, diameter as the bolt. SAE J429 Grades 1 or 2,or higher).A washer not less than a 2.The nail schedules shown apply to both sides of a 3-member � standard cut washer shall be between the wood and the bolt beam. 18' \ head and between the wood and the nut.The distance from 3. 7"wide beams must be top4oaded or loaded from both sides the edge of the beam to the bolt holes must be at least 2"for Qesser side shall be no less than 25%of opposite side). Find: A multiple 13/4'ply VERSA-LAM®that is adequate to support the design loads and the member's proper connection schedule. 1. Calculate the tributary width that beam is supporting: For top-loaded beams and beams with side loads with less than those shown: 14'/2+IS'/2=16' Maximum Uniform Plies Depth Nailing Load From One Side 2. Use PLF tables on pages 28-30 of ESG or BC CALC®to size Depths 111/8'&less 2 rows 16d box/sinker nails @ 12"o.c. 400 plf beam. A Triple VERSA-LAM®2.0 3100 13/4'x 14"is found to (2)13/4"plies Depths 14"-18" 3 rows 16d box/sinker nails @ 12"o.c. 600 plf adequately support the design loads Depth=24" 4 rows 16d box/sinker nails @ 12"o.c. 800 plf 3. Calculate the maximum plf load from one side Depths 111/8'&less 2 rows 16d box/sinker nails @ 12"o.c. 300 plf (the right side in this case). (3)13/4""plies 0 Depths 14"-18" 3 rows 16d box/sinker nails @ 12"o.c. 450 plf Max.Side Load=(18'/2)x(40+10 psf)=450 pif Depth =24" 4 rows 16d box/sinker nails @ 12"o.c. 600 plf 4. Go to the Multiple Member Connection Table,Side-Loaded (4)1314"plies Depths 18"&less 2 rows 1/2"bolts @ 24"o.c.,staggered 335 plf Applications,13/4'VERSA-LAM®,3 members Depth =24" 3 rows 112"bolts @ 24"o.c.,staggered every 8" 505 plf 5. The proper connection schedule must have a capacity greater than (2)33I2"plies Depths 18"&less 2 rows 1/2"bolts @ 24"o.c.,staggered 855 plf the max.side load: Nailed:3 rows 16d sinkers Depth 20"-24" 3 rows 112"bolts @ 24"o.c.,staggered every 8" 1285 pB @ 12"o.c: 1. Beams wider than 7'must be designed by the engineer of record. 5. Connection values are based upon the 2001 NDS. 525 plf is greater than 450 plf OK 2. All values in these tables may be increased by 15%for snowaoad roofs 6. FastenMaster7nussLok,Simpson Strong-rre SDS,and USP Bolts:4/2"diameter 2 rows @ 12"staggered: and by 25%for non-snow load roofs where the building code allows. WS screws may also be used to connect multiple member 755 plf is greater than 450 plf OK 3. Use allowable load tables or BC CALC'software to size beams. VERSA-LAhP beams,contact Boise EWP Engineering for further 4. An equivalent specific gravity of 0.5 may be used when designing information. specific connections with VERSA-LAM'. - - VERSA-LAM° Beams Closest Allowable Nail Spacing Nailing Parallel to e _ Glue Lines u e (Narrow Face) Nailing Nailing Parallel to Glue Lines(Narrow Face)(') Perpendicular to Glue Lines (Wide Face) Nail Size VERSA-LAM' VERSA-RIM' 1.41800 Rimboard VERSA-LAM* VERSA-LAM' 1'1,6 15116" 1'A" Th"&Wider All Products O.C. End O.C. End O.C. End O.C. End O.C. End [inches] [inches] [inches] [inches] [inches] [inches] [inches] [inches] [inches] [inches] 8d Box 3 1'h 3 116 2 1 2 1h 2 h 8d Common 4 3 3 2 3 2 2 1 2 1 10d&12d Box 4 3 _ 3 2 3 2 �2 1 2 1 Nailing Perpendicular to 16d Box _ 4 3 3 2 3 2 2 1 P 1 Glue Lines (Wide Face) 10d&12d Common 6 _ 4 4 3 4 3 2 2 2 2 Nailing Notes 16d Sinker 6 4 4_ 3 4 3__ 2 2 __ _2_ _ 2 1) For 13/4"thickness and greater,2 rows 16d Common 6 4 6 4 6 3 2 2 2 2 of nails(such as for a metal strap)are Offset and stagger nail rows from floor sheathing and wall sole late. allowed(use v2'minimum offset between 99 9 P rows and stagger nails). • Simpson Strong-Tie A35 and LPT4 connectors may be attached to the side VERSA-LAMWERSA-RIM®.Use nails as specified by Simpson Strong-Tie. VERSA-LAM( ) Beam Details Bearing at Concrete/Masonry Walls Bearing for door or window header Strap per code if top plate is Beam to beam connector Provide not continuous over header. moisture barrier1 Sloped seat cut. Verify hanger at support and /2"air Not to exceed \ lateral restraint. space inside face capacity with required of bearing. hanger literature between concrete and wood. Provide adequate Trimmers lateral support Bearing at column r Beam framing into wall. Beam to masonry(or concrete)wall t Strap per code if top Wood top plate must be flush t plate is not continuous with inside of wall 1 Hanger VERSA-LAM' 1 I column - :1 DO NOT bevel cut Note: VERSA-LAM'beyond inside face of wall Drilling without approval from Boise EWP permitted for Engineering or BC CALC'software analysis. Moisture standard barrier between connectors. concrete and wood VERSA-LAM®Installation Notes Minimum of'h"air space between beam and wall pocket or adequate barrier must be provided VERSA-LAM'beams are intended for interior applications only and should be kept as dry as between beam and concrete/masonry. possible during construction. Adequate bearing shall be provided. If not shown on plans,please refer to load tables in your Continuous lateral support of top of beam shall be provided(side or top bearing framing). region's Specifier Guide. Allowable Holes in VERSA-LAM° Beams See Note 3 Notes 1.Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw 1/3 Depth anywhere within the shaded area of the beam. O 1/3 Depth 3.The horizontal distance between adjacent holes must be 1l3 Depth at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four foot pq long section of beam. 1/3 Span 1/3 Span 5.The maximum round hole diameter permitted is: End Bearing Intermediate Bearing Beam Depth Max.Hole Diameter 6.These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of 51/2" 3/4" the National Design Specification®for Wood Construction. 71/4" 1" 7. Beams deflect under load. Size holes to provide clearance where required. 9'/4"and greater 2" 8.This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes,contact Boise EWP Engineering. If in doubt ask! For the number of the closest Boise EWP distributor/support center, call 1 -800-232-0788 ✓ Expert help is just a phone call away ✓ Easy to use design software ✓ Effective and comprehensive sales/ ✓ Aggressive advertising and promotion technical literature programs ✓ Training for you and your builder ✓ FREE builder-oriented video Icustomers demonstrating proper installation Boise EWP is a participant in the Sustainable Forestry Initiative®(SFI®), a comprehensive forest management program that is a combination of environmental responsibilities and sound business practices. The procurement systems of Boise's engineered wood product facilities have FIBER USED IN THIS PRODUCT LINE been audited by PricewaterhouseCoopers to the SFI® Standard and its SF1MEETS THE SOURCING REQUIREMENTS OF THE SH PROGRAM products will carry the SHO Label. These procurement systems provide T 0SOURCING WWW.SRPROGRAM.ORG tracking information on Boise's supply chain sources. Lifetime Guaranteed } Quality and Performance .k. lR) �Z Boise warrants its BCI Joist VERSA-LAM and ALLJOIST products l p , to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and i used according to our Installation Guide. BCI® Joists, VERSA-LAM® and ALLJOIST® must be stored, installed and used in accordance with this Installation Guide, building codes and to the extent not inconsistent with this Installation Guide, usual and customary building practices and standards. VERSA-LAM®, ALLJOIST® and BCI® Joists must be wrapped, covered and stored off of the ground on stickers at all times prior to installation. VERSA-LAM®,ALLJOIST® and BCI® Joists are intended only for applications that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSA-LAM',ALLJOIST®, and BCI'Joist in accordance with this Installation Guide will void the limited warranty. For information about Boise's engineered wood products, including sales terms and conditions, warranties and disclaimers, visit our website at www.BC.com/ewp BCI,BC CALC,BC FRAMER,BC RIM BOARD,BOISE GLULAM,SIMPLE FRAMING SYSTEM,VERSA-LAM, VERSA-RIM,VERSA-STRAND and VERSA-STUD are trademarks of Boise Cascade,L.L.C.or its affiliates. Your Dealer is: Boise Cascade If no dealer is listed, call 1-800-232-0788 Engineered Wood Products Copyright 0 Boise Cascade,L.L.C. 2008 EBG 05/2008 i NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit at: 71-5' 1-4 t c-%a(Z-1 is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. Also, note Permits are required under Fire Prevention laws Chapter 148 Section 10A. The debris will be disposed of in: LiZ 4-4Cc 'S (Location of Facility) Sig re of Permit Applicant Date PropegyWorks 978 356 3400 fax 978 356 3800 77 Turnpike Rd. #c5,Ipswich,Ma 01938 Mr. and Mrs. Dawley 95 Hickory Hill Andover KITCHEN PHASE. Pricing Includes. I. Remove existing cabinets, tops , splash and flooring. Dis-connecting sink and appliances and hauling away trash. 2. Allowance for electrical work. To include all needed outlets and switches and under cabinet lighting.$2,700 allowance 3. Allowance for plumbing and heat work. To include installing sink and dish washer, gas range and new kickspace heater. $1,750 allowance 4. Supply new cabinet as plans including 8 roll out shelves, double trash pull out, lazy susan above and below and crown molding. Based on Canyon Creek cabinets plywood (no particle board) box with dovetail drawers with soft close full extension guides in Stratford door style and slab drawer front in maple pecan color. 5. Supply and install new granite tops. Based on price group B color Mocha green including undermounting "D" sink. 6. Supply and install tile splash. Based on tile material allowance of$6 per square foot. 7. Supply and install new tile flooring using tile with an allowance of$6 per square foot for material. 8. Labor to install all cabinetry, appliances including venting out microwave and re- trim room as needed. 9. Appliance cost and painting not included. Total price $25,325 , AC ProperyWorks 978 356 3400 fax 978 356 3800 77 Turnpike Rd. #c5, Ipswich,Ma 01938 Mr. and Mrs. Dawley 95 Hickory Hill N. Andover GARAGE ADDITION PHASE. Pricing includes all labor and materials needed to build garage addition as plans show including interior renovations that plans include. Allowances included are for interior and exterior finish to match existing house with same type and quality of siding, trim, windows, doors etc. Other listed allowances will be adjusted in either direction as materials are chosen. Work included. 1. Excavation and foundation work including drain in front of new driveway and new concrete slab garage floor. Also includes rough grading. 2. Demolition of existing potion of garage being replaced and any other needed demo includes cost of dumpsters. 3. Roofing to match existing house 4. Framing of all new structure interior and exterior walls including steel beam for garage and all roof framing. 5. New drive way to match existing including expanding to the left as much as allowed. 6. Siding and exterior trim including supplying and install new windows as plans. 7. Interior finish including new interior doors and trim plus allowance for cabinets and counter tops for mud room ($2,500) and interior of new closet. 8. Blue board and plaster work for new addition and affected areas. 9. Electrical work allowance for outlets and switches. $2,250. 10. Supply and install new garage doors $3,000 allowance for both. 11. New tile flooring for mudroom, powder room, entrance and landing. Tile material allowance of$6 per square foot. 12. Permit fees $1,200 13. Plumbing allowance for new baseboard heat in mud room areas. $2,000 14. Concrete paver walkway to front entry. 15. Painting interior and exterior new areas only $3,000 allowance 16. Plantings and other landscaping not included beyond rough grading. Interior or exterior sprinkler work also not included. TOTAL COST $76,650 KITCHEN AND GARAGE TOTAL $101,975 Deposit due $20,000 Followed by 3 progress payments of 20% each and balance upon completion. Approvedby...... . ....... . ..... ..................................... Approved by..,. . ... . ... ......................... Company re Contractor Arbitration The Home Improvement Contractor Law provides homeowners with the right to initiate an arbitration action(as an . alternative to court action)if they have a dispute with a contractor. The same right is not automatically afforded to a contractor,however. The contractor would have to resolve any dispute he/she has with a homeowner in court unless both parties agree to the optional clause provided below. This clause would give the contractor the same right to arbitration as is afforded to the homeowner by the Home Improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract, the contractor may submit the dispute to a private arbitration firm which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitrate provided In Massachusetts General Laws,chapter 142A. Ho eowner's Signatur Contractor' ignature NOTICE:The signsiturig of the parties above ly only to the agreement of the parties to alternative dispute resolution initiated by the contractor. The homeowner may initiate alternative dispute resolution even where this motion is not _separately signed by the parties. Homeowner's Rights A homeowner's rights under the Home Improvement Contractor Law(MGL chapter 142A)and other consumer protection laws(i.e.MGL chapter 93A)may not be waived in any way, even by agreement. However,homeowners may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work as described, in a timely and workmanlike manner. Homeowners may be entitled to other specific liegal rights if the contractor guarantees or provides an express warranty for workmanship or materials. In addition to guarantees or warranties provided by the contractor,all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about your consumer/homeowner rights,contact the Consumer Information Hotline(listed below). Execution of Contract The contract must be executed in duplicit and should not be signed until.a copy of all exhibits and referenced documents have been attached. Parties are also advised not to sign the document until all blank sections have been filled in or marked as void,deleted,or not applicable. One original signed copy of the contract with attachments is to be given to the ownerand the other kept by the contractor. Any modification to the original contract must be in writing and agreed to by both patties. Contracted work may not begin until both parties have received a fully executed copy of the contract, and the three day recission period has expired. Accelerated Payments A contactor may not demand payments in advance of the-dates specified on the paymentschednle in cases where the homeowner deems him/herself to be financially insecure. However,in instances where a contractor deems Wm/herself to be financially insecure,the contractor may require that the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted worlL. Withdrawal of funds from said account would require the signatures of both parties. Additional Information If you have general questions or need additional information about the Home Improvement Contractor Law or other consumer rights,orif you wish to obtain a free copy of "A Consumer Guide to the Home Improvement Contractor Law,"contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 (617)973-8787 or 1-(888)2833757 If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law,contact: Director of Home Improvement.Contractor Registration Bureau of Building Regulations and Standards One Ashburton Place, Room 1301,Boston,MA 02108 (617)727-3200 or 1-800-223-0933 For assistance with informal mediation of disputes or to register formal complaints against a business,call: Consumer Complaint Section , Office of the Attorney General (617)727-8400 AND/OR Better Business Bureau (508)652-4800 (508)755-2548 (413)734-3114 PRO PERTYWORKSLLC. This form satisfies all basic requirements- of the state's Home Improvement Contractor Law(MOL chapter I42A),but does not Include standard language to protect homeowners. Seek legal advice If necessary, Any person planning home improvlrments should first obtain a e Mostuchusetts consumer guide to home imPmvemenN before• copy of•a ' agreeing to any work on your residence.You may obtain a free copy by calling the Office of Consumer Affairs and Business Regulation's Consumer tnfonnation Hotline at 617-973-8787 or 1486-283-3757. Homeowner Information Contractor Information Name an Y e 7-,yo M qs .f L46 P2 o pe-R wo I-k Stred Address(do not use a Post Office Box address) Contractori Salesperson/Owner Name Cilyfrown State Zip Code usincss Address(must include I street address) Daytime Phone Evening Phone ty .i frown Zip Code G� 2 lS Y y- r ,p,s �✓Ict� SMA 019 3 Mailing Address 01 different from above) Business Phone aleral Employer ID or S.S.Number Law h9 co thin own have is Hoon q.Numberfiapenice dna ' .. p°v.mmt rnmsners have s CO=u*w a � � ad'saittradw numberr _ I / The Contractor agrees to do the following work for the Homco aer: t{i S�Jf'� to (`t E A L� JJ Required Permits-The followingbuilding permits are required Proposed Start and Compi5tiou Schedule-The following schedule will and will be secured by the contractor as the homeowner's agent, be adhered to unless circumstances beyond 1110 contractor's control arise (Owners who secure their own permits will be excluded from.the Guaranty Fund provisions of S 9&0ateDwhen contractor will be in contracted MGL chapter 142A.) g ted work. �O Date when contracted work will be substantially completed, Tutal Contract Price and Payment Schedule ' The Contractor agrees to perform the work,furnish the material and labor specified above for the total sum of 10 / 9 -]S O Payments will be made according to the following schedule: 20 oo a S upon signing contract(not to exceed 1/3 of the'total contract price gr the cost of special order items,whichever is greater) 3o J� : / �Y or upon co t p m Ictionnf �/"� P ���.Qe<'GL )a � s3©��ob CA _/ /_ or upon completion of J j�✓ /'�S S„ 4 ^ J $12 1'/9 7 Supon completion of the contract. (Law forbids demanding full payment until contract is completed to botha ' P nYs satisfaction) The following material/equipment must be special S to be paid for onkmd before the contracted wort'begins in order S to be paid for to meet the completion schedule,(**) NOTES:(•)loduding all finance charges(")Law requires that any deposit or down-payment required by the contractor before work begins ma not exceed the greater of(a)one third of the total contract price or(b)the actual cost of Bay special equipment or custom made malerial which must be special orderedin P-dvance to meet the completion schedule, Subcontractors-71ultontroctor agrees to be solely respo rty/subcontractor utilized by the nsible for completion of the work described regardless of the actions of any third Ps contractor. The contractor further a • groes to be solely responsible for all payments to all subcontractors for Contract Acceptance-Upon signing,this document becomes a binding contract under law. Unless otherwise contract shell not imply that an noted with' P Y lien or other m this doe Y security interest has been placed on the residence. Review the following cautions and notices the carefully before signing this contract • Don't be pressured into signing the contract Take time to read and fully understand it. Ask questions if something is unclear. tinn The• Melee sure contractor hes a valid Hnm Imnro m t R most subcontractors to be registered with the Director of Home Improvement Contractor Re istration. You may in a improvement Contractors and registration by:writing to the Director at One Ashburton Place,Room 1301,Boston,M 02108 or Y ��about contractor 1-800-223-0933. y calling 617-727-3200 or • Does the contractor have insurance? Check to see that your contractor is properly insured. • know your rights and responsibilities. Read the Important Information on the reverse side of this form and get a copy of dee Consumer Guide to the Home.Improvement Contractor Law. You may caned this agreement if it has been signed at a place other than the contractor's normal place of business,provided you reemnotify the contractor in writing at his/her main office or branch office by ordinary mail posted,by telegram sent or by delivery,not later than midnight of die third business day following.the signing of this agent. See the attached notice of cancellation form for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACESM Two idea-tical copi f the-contract mut be cmopleted and sigma One mPY should go to the lmimowner. Tht other copy should be kept by We mnmuor. omc�r's- gtu Contract Signature 2 Date t o Date