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Building Permit #302 - 258 BRIDGES LANE 10/13/2010
BUILDING PERMIT of N°oT 6 qti TOWN OF NORTH ANDOVER �2 y�''''- ::aJ�,6 00 APPLICATION FOR PLAN EXAMINATION T h Permit N0: Cbz-, Date Received AERATED /� gSSACHU`��� Date Issued: (./ 't 3 r IMPORTANT: Applicant must complete all items on this page LOCATION5�'' fZi�G.�S Print . PROPE RTY.OWNER_. . 9'LICK. AIVk MAP.-210 PARCEL: . . . ZONINGDISTRICT:_ Historic District yes. an PrA Machine Shop Villagp yes TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building [ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial (Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other El Septic El Well ' ❑ Floodplain ❑Wetlands Watershed District. ❑Water/Sewer �.,. 3, DESCRIPTION OF WORK TO BE PERFORMED: � s 13t /L Z) AM/D -r1?A19/z tA/ D RE -So pPot2T /4/q t) PND 6X/57/Ale Di C Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: &4'al4ne': , r .Address-' I Supervisor's Construction License: Exp. Date: . r Home Improvement License: Exp. Date: i I! ARCHITECT/ENGINEER Phone: I Address: Reg. No. FEE SCHEDULE.BULDING PERMIT:$92.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ ��.�0 FEE: $ Check No.: Receipt No.: I� NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund j Signature of Agent/Owner Signature of contract ; Location No. Date v ,.ORT1y TOWN OF NORTH ANDOVER F � w a i y �o +; Certificate of Occupancy $ Must<� Building/Frame Permit Fee $ -�-'-d Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 23541 Building Inspector 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 ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on b 2- /V, Signature COMMENTS G�ppc civ V� W�-�1- CJI U� r act' HEALTH Reviewed on7� (� Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: . Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS. — _:__-- 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 No Electrical Inspector Yes DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use ® Notified for pickup - Date L � Doc.Building Permit Revised 2010/October 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 f ❑ Copy of Contract 3 ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products j 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 Cal Y culationsIf Applicable) ( pp able) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products OTE: 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 NORTH T0VVn of No. _ ..;. .,, Andover _ T (`O _ LAKE dover, Mass., • i 3 • O COCMICMEWICK %d�oRATED F �5 BOARD OF HEALTH Food/Kitchen PERMI',T T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.......... .. ........... "............ Foundation has permission to ere g ....................................... ildin s on ....a Me........ c ...... Rough to be occupied as.. ... y1..L.d(........ >�s....... ....�./b......www.�W.... Chimney provided that the person accepting this permit shall in every respect coLl��ter s of the application on 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 JAL PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUC ST TS Rough .............. ..........000...................................... 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. Burnei. Street No. SEE REVERSE SIDE Smoke Det. 1 I ZIAN N01,401118E-0< 'FP- Uc7IO/V soS z17q,,v61Gr/Z_ DuDOAPPLE IVU R R N 0 V A T 1 0 N S Red Apple Renovations DECK STRUCTURE ADDENDUM Project: Deck and Sunr 1 oom Renovation Maureen Magauran and Patrick Hanks Location: 258 Bridges Lane North Andover, MA 01845 Date: October 7, 2010 Subject: Deck Structure Details: The following work will be done: • Deck to be built per dimensional specifications dated October 5, 2010 provided by Lisa Bailey of Bayleaf Studio and attached as Exhibit A. Please see drawings revised by Red Apple Renovations, dated October 7, 2010 applying Exhibit A [attached as Exhibit B]. • Six new footings will be excavated and poured to support a new deck [see details below]. • A 500 Square Foot [approximate] deck will be framed using#2 or better SYP Pressure Treated Lumber. I The materials that will be used are as follows: • 3 "Big Foot" Concrete 12" Tube Footings $650 each $1950 • 3 Concrete 12" Footings $500 each1500 �— Additional Cost $3450 Note:This is a portion of the remainder of the original footing extras. To date you have paid $2000 for additional footings. I New 2 x 10 Pressure Treated Deck Framing with 24' 5 %" x 14" Paralam PSL Beam • 3/4" crushed stone 12" deep under beam • All Fasteners, hangers, bolts, lags, etc. • 500 Square Feet of IPE 1 x 4 decking and hidden fasteners • 4'x 4' Deck Panels in a parquet pattern. Pattern to be approved by homeowner. Additional cost $16,000 NOTE: If composite decking materials is used with colored screws,the additional cost would be $13,000. Total Additional Total Cost: $19,450 Payment Schedule Due at Signing $6,400 Framing Complete $6,400 Final Payment $6,650 This contract addendum will be performed under the rights and obligations of the master contract between Red Apple Renovations and Maureen Magauran and Patrick Hanks dated August 18, 2010. All rights, obligations and warranties in the master contract apply to this addendum. Contractor //' `c Date Owner Date �� c I flo I i i r I 'M T7 '�- f 7II I ( ! r -4 AI t - ) y t - r KU ...�. ..�rr� Ft 0-0" ! 1 ! tl �Aem 4Avdra 9Ts. 123. 0 `) 13 i i, 1 Aar~ rr i 1 4 x,+ G 44f fi CG� 2F-¢ CeMy M&M rail op �4A p4eL. whjAA U&w 1-4 rv" .w (Afs W aS yn a lQ D,C. of PIOOL- )I= i, O U ( i wed l la a Q,r sa. ww rm&,k my 1n1 e�dtd wire Mesk � 41 PI �2a �irarne s�Z�¢S L- i�2u �i �� " A CD 0 -n O t Cl) , 1 cc .kir rA CD ".� 0 x:r 4 � a T �+ V a . . 0 ' Cl) r-r s t re, ' T f�•w1 8r �r � �y` r I —(ULT—L T 4� Drawn By:SS REDY"PLE Scale: Maureen Magauran and 3/16"=1'-0- Patrick HanksL R E N 0 V A T I 0 N S 1017/2010 _ _ 978,409,12993 258 Bridges Lane North Andover, MA 01845 i W " a p�j 28'-3" OC� " - , o � i \ I \ z 14'-5 314" 3'-9 1)�" 7'_0„ 5 1/4"x 14" rallam SL rim-joist this edge \ uble2xt `Big-Fyot footing 'Big-Fool"footing / DNble 2x10 z ED _ � \ / \ Q i / Solid brid m ` g g TriplB 2.10 0 \ Z Existing Deck o New footi gs to code: locations as shown \\ Double 2x10 O Double2xt j d Joists: x10's 16"O.C. \ f LL Dou a 2x10 joists at pergola post locations (see decksplan) Deck Perimeter N Q "Big-Fo f"footing \ I \\ LO 00 0' I 10'-0" 7- CO I c � c i cCd CO z-Y CO > NE f 12'-4° Existing Sunroom T� I U m _r I � + 00tf CO I � d N Z I2x10 ribbon lagged to exist'g with 3/8 x 4 1/2 galy.lags 16"OC. _ � — - - — I - - - - - - - - - - - - - - - - - - - - —� 2 �— — — — — — — — — — — - - - - - - - - - - - - — — — — CO Cn E,_ o C m. N c� 01 CI 0 it x N W 4'-0" T-5"� � 1 T-8 1/2" 19'-0 1/2" m x w � O tQ - n N 1 1 1 1 1 1 1 I I 1 1 I I I 1 1 1 1 I 1�t 1 I 1 i I 1 11 I 1 I 1 1 1 1 1 I 1 1 1 I I f I I 1 1 1 1 I 1 I I 1 I 1 I I I \ I 1 I 1 1 1 I I 1 I 1 1 1 1\ I I 1 1 I 1 I I 1 I I 1 1 1 1 1 I 1 1 1 I I I I 1 I 1 1 I 1 1 I 1 1 1 1 1 I 1 1 I I I I I 1 1 I I I 1 1 I 1 1I I 1 I I 1 I I 1 I I 1 1 I 1 1 -i 1 2Y1x1_OII I I 1 1 1 I 1 1 I 'f p i - p i C A p 11 II ------------------ -- - ■ I II � ----------------- p / CJ ' ------------ 11 W 1 i• I N 11'-8 1/ " z N ' ---- / i I i i T i---------------- 7 II 1 i �J �I C ---- ----- r----------� O O CO A 1 ' 1 � i N 11 � II N 12'-0" T-0" 5,- 1 m j / X / y T Drawn By:SS RED �•APPLE I Maureen MaQauran and DECK PLAN (with 3116"=11-01 R F. N O V A T 1 O N S 10!7!2010 Patrick Hanks pergola post locations) 258 Bridges Lane 978.409.1293 i North Andover, MA 01845 #TJ-7102 SPECIFIER'S GUIDE 44/ PARALLAM'5 PLUS Featuring iLevel® Trus Joist® Parallam® PSL with Wolmanized® Preservative Protection ■ Columns and Posts Are Ideal for Ground and Fresh Water Contact and Saltwater Splash Applications ■ Beams and Headers Are Ideal for Exterior Aboveground Use • Protects Against Termites and Decay-causing Fungi ■ Treated Throughout the Cross Section tion ■ Kiln Dried After Treatment ■ 30-year Limited Warranties ROOF SOLUTIONS WALL SOLUTIONS www.iLevel.com www.growingideas.com 1.888.iLevel8 MUSA518358) AWeyerhaeuser , i ALL&U CJI\L About This Guide This guide provides design information, load tables, and details for Parallam® Plus PSL with Wolmanized®preservative protection for use in residential applications. For information on using Parallam° Plus PSL in other 4` applications, call 1-888-453-8358 or visit www.iLevel.com. z For additional information on preservative treatments for iLevel structural composite lumber products, see the iLevel Preservative Treatment Technical Resource Sheet(Reorder#TJ-1020) and the Consumer Information Safety Sheet for Parallam®Plus PSL (Reorder#TJ-1021). 1 ,x r WHY CHOOSE PARALLAMO PLUS? 2:1,441 Wood is naturally susceptible to attack by wood-destroying fungi and termites, so any wood product used in wet-service conditions or exposed exterior applications p requires preservative treatment to protect it from degradation and ensure an extensive service life. iLevel has partnered with Arch Wood Protection, Inc. to create TABLE OF CONTENTS Parallam° Plus PSL, which effectively resists fungal decay and termite attack. Parallam® Plus PSL is suitable for applications that are exposed directly to weather and water—such as decks, pavilions, and pool enclosures—and direct ground contact applications like deck posts. Column members can even be used in saltwater splash applications. Guaranteed Performance iLevel manufacturer to er of ParallamO PSL, warrants ParallamO Plus PSL against manufacturing g defects. Arch Wood Protection, Inc., licensor of the Wolman® brand of pressure-treated lumber, warrants against termites and fungal decay. See our Parallam®Plus PSL 30-Year Limited Warranty(Reorder#TJ-7101), available from your iLevel representative or online at www.iLevel.com. iLevel Trus Joistm ParallamO Plus Specifier's Guide TJ-7702 August 2009 2 fLNI IJRLJ hl\U DMILm o 4 iLevel®Trus Joist® Parallam® Plus ■ Preservative treatment penetrates all the way to the core of the cross section ' ■ Kiln dried after treatment 1 f ■ Provides termite and decay protection f ¢ t Parallam®Plus PSL beams and headers a are available in the following sizes: " Widths:3r/2"and 5V4" p Depths:91/4", 112/8", 14",and 16" Parallam®Plus PSL columns and posts are available in the following sizes: :{ 31/2"x 51/4" 51/4"x 51/4" 7"x 7" Contact your iLevel representative for dealer locations,available sizes, - { and lead times for treatment and delivery. Some sizes may not be available in your region. • Parallam® Plus Features i VJWdT.MW" Woad WWd Right. Beams and Headers Columns AWPA Use Category LIM or lower UC4B or lower Saltwater Splash Permitted No Yes Treatment Copper Azole CCA Kiln Dried After Treating Yes(KD 19) Yes(KD 19) Decay Protection Yes _ Yes _ Termite Protection Yes Yes Corrosion-Resistant Yes Yes i Hardware Required Suitable for Interior Yes Yes Applications _ Paintable or Stainable _ Yes Yes Parallam® Plus with Wolmanized® Preservative Protection Parallam®Plus PSL has an inherently Industrial finish. Parallame Plus PSL beams and columns are treated with waterborne preservatives. Surface preparation may be required to achieve an architectural finish.Routine They are treated and dried only at iLevel-authorized treatment facilities. maintenance,such as the application of quality exterior stains and sealers,is required to improve and maintain the finish. Treated beam and header products are suitable for exposed exterior applications such as decks,pavilions,and pool enclosures. Treated column products are suitable for direct ground contact applications such as deck posts and construction poles for elevated house construction,as well as for saltwater splash applications. Code Evaluations:See ICC ES ESR-1387 and HUD MR 13O3b iLevel Trus Joist'Parallam' Plus Specifier's Guide TJ-7102 August 2009 3 i rM1%MLLM1V1 rLu-3 MrrLi1Mi iui113 • Where Should I Use Parallam® Plus? ; 44 The American Wood Protection Association (AWPA) created Use Categories (UC) to _. characterize the end-use environments that require treated wood products. Parallam® Plus PSL may be used for interior, dry or _~ damp, aboveground applications (AWPA UC1 and ,,.. . AWPA UC2). Parallam®PSL products enter an airtight treatment cylinder—a highly controlled, pressurized environment where they are exposed to the Wolman®treatment process. Parallam® Plus PSL is also suitable for exterior applications where a structural member is either partly or entirely located outside of the waterproof building envelope and exposed directly to weather (AWPA UC3) and ground contact (AWPA UC4). How Do I Specify Parallam® Plus PSL? iLevel has simplified product design and specification by grouping the AWPA Use Categories into Service Levels. The first step is to determine the appropriate Service Level for your application using the table below. You can then specify Parallam® Plus PSL using the allowable design stresses on page 5 for the selected service level. The design stresses take into account the effects of treating and end-use moisture content (MC). Alternatively, you can use the load and application tables in this guide or iLevel software. iLevel Service Levels iLevel Service AWPA Use level Category Application Conditions Use Environment Typical Applications SLI UC1 Interior construction,dry, Continuously protected from weather or Interior construction MC s 16°% aboveground other sources of moisture Interior construction,damp, Protected from weather but subject to UC2 aboveground occasional sources of moisture Interior construction SL 20r UC3A Exterior construction, Exposed to all weather cycles; Exposed,aboveground columns or rafters 16%<MC<-28% aboveground rapid water runoff in an outdoor canopy structure UC3B Exterior construction, Exposed to all weather cycles and Exposed beams and decking aboveground prolonged wetting Ground contact Normal ground or fresh water contact; SL 3 UC4A Exposed posts in contact with the ground or fresh water exposed to all weather cycles MC>28°k UC46r2r Ground contact, Severe ground contact or saltwater splash; Exposed posts in contact with the ground fresh water,or saltwater splash exposed to all weather cycles and with high potential for deterioration (1)May be defined as Service Level 1 if dry-service conditions(16%maximum moisture content)exist. (2)Does not apply to beam or header material.Only Parallam®Plus PSL columns and posts are suitable for AWPA UC4B. • This table has been adapted,with permission,from the 2007 AWPA Book of Standards(Standard 1.11-07,Table 2-1). DO NOT cut,notch,or drill holes in Parallam®Plus PSL except as indicated in the 4e vel Trus Joist Beams,Headers,and Columns Specifiers Guide (Reorder TJ-9000). I iLevel Trus Joist"Parallam®Plus Specifier's Guide TJ-7102 August 2009 4 i NL011a1\ rnurLR 1 IL-7 Allowable Design Stresses for Beams and Columns (100% Load Duration) G E Emin Fb FI Fcl Fcu F, SG ilevel Shear Adjusted Compression Compression Horizontal CRP Service Modulus Modulus Modulus Flexural Tension Per Equivalent Level of Elasticity of Elasticity of Elasticity Stressll) Stressl?) to Grain(3) Parallel Shear Parallel Creep Specific (psi) (psi) (psi) to brain to brain factor Gravity (psi) (psi) (psi) (psi) (psi) Beam141 Application 1 103,750 1.660 x 106 843,725151 1 22117 1,519 533 2,030 1 241 1 0.20 1 0.50 2 91,250 1.460 x 106 142,070151 1,827 1,397 368 1,508 191 1 0.60 0.50 3 83,750 1.340x106 681,080151 1,624 1,337 263 1 1,189 171 0.85 0.50 Column Application 1 93 315 1.494 x 106 759 350161 1752171 1 1,316 302(7) 1750 1 158171 0.20 0.50 2 1 82,125 1.314 x 106 667,865(6) 1,512171 1,211 208(7) 1,300 129171 0.60 0.50 3 75,375 1.206 x 106 612,970161 1,344(7) t 1,158 149171 1,025 112171 0.85 0.50 12 D.ul (1)For 12"depth.For other depths,multiply by d (5)Reference modulus of elasticity for beam stability calculations,per NDS®2005. (2)Ft has been adjusted to reflect the volume effects for most standard applications. (6)Reference modulus of elasticity for column stability calculations,per NDS®2005. (3)Fcl shall not be increased for duration of load. (7)Values are for plank orientation. (4)For products used in beam orientation only. General Notes Nominal Connection Design Value ■ Surface checking is an inherent characteristic of Parallam®Plus PSL and is Adjustment factors common to all wood products.The design values in this guide take surface Service level of Beam Moisture Content Lateral Withdrawal checking into consideration. or Column Application at Connection Connections Connections ■ The following formula approximates the total load deflection for a beam or header, SU or SL2 <28% 0.7 0.25 including creep deflection(ADD),in inches: SU s 28% 0.7 NRM >28% 0.4 NRQ) Total load deflection An=ALL+ADL+ACD where: (1)Withdrawal connections in Service Level 3 applications are not recommended. ACD=[ADL+ALL(F))ICRP) F=0.2 for floors;0.3 for roofs Allowable Design Properties (100%Load Duration) 31/2" BeamS-Service Level 2 51/4" BeamS-Service Level 2 Design Property Depth Design Property Depth 91/4° 117/8" 14" 16" 91/4 117/e" 14" 16" Moment(ft-lbs) 7,820 12,540 17,110 22,020 Moment(ft-lbs) 11,735 18,810 25,670 33,030 Shear(lbs) 4,255 5,465 6,440 7,360 Shear(lbs) 6,385 8,195_ 9,665 11,045 Moment of Inertia(in 4) 231 488 800 1,195 Moment of Inertia 00) 346 733 1,201 1,792 Weight(plf) 11.7 15.1 17.8 20.3 Weight(plf) 17.6 22.6 26.6 30.5 HARDWARE RECOMMENDATIONS AND BEARING REQUIREMENTS Hardware Recommendations Beam Bearing Length Due to the high moisture content typically present where Parallam®Plus PSL is Requirements-Service Level 2 used,it is very important to use corrosion-resistant fasteners and connectors for all Reaction Treated Beam Width applications.Fasteners include nails,screws,and bolts.Connectors include joist 31/2" 51/4" hangers,post bases,and hurricane or mudsill anchors. 2,000 13/4" 11/2" Fasteners and connectors must have a coating that will provide the required level 4,000 31/4" 21/4" of corrosion resistance for the treatment types and retention levels used with 6,000 43/4" 31/4" Parallam® Plus PSL.To ensure that you select appropriate hardware,follow the 8,000 61/4" 41/4" hardware manufacturer's recommendations for CA-C(no ammonia)with a retention 10,000 8" 51/4" 1/2 level of 0.15 pcf.If recommendations for CA-C are not provided,those for CA-B(no 12.000 1P. 61/2" P. General Notes ammonia)with a retention level of 0.21 pcf may be used. 14,000 11 71/2" 16,000 121/2" 81/2" ■ Minimum bearing length:1V2`at 18,000 _14" 91/2" ends,NY'at intermediate supports. 20,000 153/a" 101/2" ■ Bearing across full beam width 22,000 111/2 g 24,000 121/2" required. 26,000 131/2" Interpolation between reaction loads 28,000 143/4" is permitted for determining bearing 3 30,000 153/4" lengths. iLevel Trus Joistm Parallam°Plus Specifier's Guide TJ-7102 August 2009 5 DLMIVI LUMU 1 MDLLJ How to Use This Table 1. Calculate total load and live load(neglect beam weight)on the beam or header in pounds per linear foot(plf). 2. Select appropriate Span(center-to-center of bearing). 4 Scan horizontally 3 Sca to find the proper width,and a depth with a capacity that exceeds actual total and live loads. 7 4. Review bearing length requirements to ensure adequacy. Floor-100% (PLF)—service Level 2 Span Condition 31/2"Width 51/4"Width 91/4" ill/e" 14" 16" 91/4" 117/8" 14" 16" Total Load 966 1,347 1,427 1,427 1,449 2,021 2,140 2,140 8' Live load L/360 853 1,280 Min.End/Int.Bearing(in.) 3.0/7.6 4.2/10.6 4.5/11.3 4.5/11.3 3.0/7.6 4.2/10.6 4.5/11.3 4.5/11.3 Total Load 546 988 1,137 1,137 819 1,482 11706 1,706 10' Live Load L/360 458 918 _686 1,377 Min.End/Int.Bearing(in.) 2.2/5.4 3.9/9.8 4.5/11.3 4.5/11.3 2.2/5.4 3.9/9.8 4.5/11.3 4.5/11.3 Total Load 320 660 933 944 479 990 1,399 1,417 12' Live Load L/360 272 554 875 408 830 1,312 Min.End/Int.Bearing(in.) 1.6/3.9 3.2/7.9 4.4/11.1 4.5/11.3 1.5/3.9 3.2/7.9 4.4/11.1 4.5/11.3 Total Load 200 421 677 807 300 631 1,016 1,210 14' Live Load L/360 174 358 570 261 536 855 Min.End/Int.Bearing(in.) 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 Total Load 132 282 459 668 198 423 688 1,002 16' Live Load L/360 118 244 391 570 177 365 586 855 Min,End/Int.Bearing(in.) 1.5/3.5 1.9/4.6 3.0/7.4 4.3/10.7 1.5/3.5 1.9/4.6 3.0/7.4 4.3/10.7 Total Load 90 196 _ 322 478 135 294 483 717 18' Live Load L/360 83 i 173 _279 __ _ 409______12_5 __2_60 __ 418 613 Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.7 2.4/5.9 3.5/8.7 1.5/3.5 1.5/3.1 _ 2.4/5.9 3.5/8.1 Total Load 63 140 233 348 94 210 349 522 20' Live Load L/360 61 127 206 302 92 191 308 454 Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.5 2.0/4.9 2.9/7.2 1.5/3.5 1.5/3.5 2.0/4.9 2.9/7.2 Total Load 76 130 197 114 194_ 296 24' Live Load L/360 74 121 178 112 181 268 Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.5 2.0/5.1 1.5/3.5 1.5/3.5 2.0/5.1 Total Load 76 118 64 114 178 28' Live Load L/360 114 171 Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.8 1.5/3.5 1.5/3.5 1.5/3.8 Total Load 73 68 110 32' Live Load L/360 Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.5 1.5/3.5 *Indicates Total Load value controls. General Notes j ■ Table is based on uniform loads(beam weight considered)and the more ■ Lateral support is required at bearing and along the span at 24"on-center, restrictive of simple or continuous span. maximum. ■ Total load values are limited to deflection of L/240 and include creep deflection ■ For conditions beyond the scope of this table,including applications other than with an assumed dead load to live load ratio of 30%.Live load values are based Service Level 2,use iLevel®software or contact your iLevel representative. on deflection of L/360.Check local code for other deflection criteria. ■ For deflection limits of L/240 and L/480,multiply live load values by 1.5 and 0.75 respectively.The resulting live load shall not exceed the total load shown. i I iLevel Trus Joist°Parallam°Plus Specifier's Guide TJ-7102 August 2009 6 DLNIVI LUMU 1 NDLLJ How to Use This Table 1. Calculate total load(neglect beam weight)on beam or header in pounds per linear foot(plf). k� 2. Select appropriate Span(center-to-center of bearing). , 3. Scan horizontally to find the proper width,and a depth with a capacity that * r exceeds actual total load. `€ 4. Review bearing length requirements to ensure adequacy. 1� Roof—Snow Load Area 115% (PLO—Service Leve) 2 Span Condition 31/2"Width 51/4"Width 91/4" 117/8" 14" i6" 91/4" 117/8" 14" 16" Total Load 1,113 1,432 1,427 1,427 1,669 2,140 2,140 2,140 8' Live Load L/240 Min.End/Int.Bearing(in.) 3.5/8.7 4.5/11.3 4.5/11.3 4.5/11.3 3.5/8.7 4.5/11.3 4.5/11.3 4.5/11.3 Total Load 705 1,138 1,131 1,_137 1,058 1,706 1,706 1,706 10' Live Load L/240 686 1,029 Min.End/Int.Bearing(in.) 2.8/7.0 4.5/11.2 4.5/11.3 4.5/11.3 2.8/7.0 4.5/11.2 4.5/11.3 4.5/11.3 Total Load 414 786 944 944 621 1,179 1,417 1,417 12' Live Load L/240 408 611 * Min.End/Int.Bearing(in.) 2.0/5.0 3.7/9.3 4.5/11.3 4.5/11.3 2.0/5.0 3.7/9.3 4.5/11.3 4.5/11.3 Total load 261 545 785 807 391 818 1,178 1,210 14' Live Load L/240 536 804 Min.End/Int.Bearing(in.) 1.5/3.7 3.1/1.6 4.4/10.9 4.5/11.3 1.5/3.7 3.1/7.6 4.4/10.9 4.5/11.3 Total load 173 367 594 703 259 550 892 1,055 16' Live Load L/240 365 586 Y 548 879 Min.End/Int.Bearing(in.) 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 Total Load 119 256 419 _605 178 384 629 908 18' Live Load L/240 __ �* 627 _ Min.End/Int.Bearing(in.) 1.5/3.5 1.9/4.7 3.1/7.6 4.4/10.9 1.5/3.5 1.9/4.7 3.1/7.7 4.4/10.9 Total Load 84 184 304 453 126 276 457 680 20' Live Load L/240 Min.End/Int.Bearing(in.) 1.5/3.5 1.6/3.9 2.5/6.3 3.7/9.2 1.5/3.5 1.6/3.9 2.5/6.3 3.7/9.2 Total Load 102 172 259 66 152 257 389 24' Live load L/240 Min.End/Int.Bearing(in.) 1.5/3.5 1.8/4.4 2.6/6.5 1.5/3.5 1.5/3.5 1.8/4.4 2.6/6.5 Total Load 59 103 158 88 154 237 28' Live Load L/240 �* Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.5 1.9/4.9 1.5/3.5 1.5/3.5 1.9/4.9 Total Load 63 _100 52 95 150 32' Live Load L/240 Min.End/Int.Bearing(in.) 1.5/3.5 1 1.5/3.7 1.5/3.5 1.5/3.5 1.5/3.7 *Indicates Total Load value controls. General Notes ■ Table is based on uniform loads(beam weight considered)and the more ■ Lateral support is required at bearing and along the span at 24"on-center, restrictive of simple or continuous span. maximum. ■ Total load values are limited to deflection of L/180 and include creep deflection For conditions beyond the scope of this table,including applications other than . g PP 0 with an assumed dead load to live load ratio of 30%.For stiffer deflection criteria, Service Level 2,use iLevel®software or contact your iLevel representative. � L/240 values areP rovided.Check local code for other deflection criteria. I i iLevel Trus Joist®Parallam®Plus Specifier's Guide TJ-7102 August 2009 7 OLNIN LUMW INDLLJ How to Use This Table 1. Calculate total load(neglect beam weight)on beam or header in pounds per ti linear foot(pit). 2. Select appropriate Span(center-to-center of bearing). 3. Scan horizontally to find the proper width,and a depth with a capacity that exceeds actual total load. ► !`�t, ;+s ° t� ., 4. Review bearing length requirements to ensure adequacy. '" •�, ;w .� . •• �., Vii►, '�� ' $ 4} Roof—Non-Snow Load Area 125% (PLF)—Service Level 2 Ili Span Condition 31/2"Width 51/4"Width 91/4" 111/e" 14" F 16" 91/4" 11 7/a" 14" 16" Totalload 1,210 1,432 1,427 1,427 1,816 2,140 2,140 2,140 8' Live Load L/240 Min.End/Int.Bearing(in.) 3.8/9.5 4.5/11.3 4.5/11.3 4.5/11.3 3.8/9.5 4.5/11.3 4.5/11.3 4.5/11.3 Total Load 705 1,143 1,137 1,137 1,058 1,706 1,706 1,706 10' Live Load L/240 686 1 * _ 1,029 Min.End/Int.Bearing(in.) 2.8/7.0 4.5/11.3 4.5/11.3 4.5/11.3 2.8/7.0 4.5/11.3 4.5/11.3 4.5/11.3 Total Load 414 852 944 944 621 1,278 _1,417 1,417 12' Live Load L/240 408 830 611 1,245 Min.End/Int.Bearing(in.) 2.0/5.0 4.0/10.1 4.5/11.3 4.5/11.3 2.0/5.0 4.0/10.1 4.5/11.3 4.5/11.3 Total Load 261 545 807 807 391 818 1,210 1,210 14' Live Load L/240 536 804 Min.End/Int.Bearing(in.) 1.5/3.7 3.1/7.6 4.5/11.3 4.5/11.3 _1.5/3.7 3.1/7.6 4.5/11.3 4.5/11.3 Total Load 173 367 594 703 259 550 892 1,055 16' Live Load L/240 365 586 548 879 * Min.End/Int.Bearing(in.) 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 1.5/3.5 2.4/5.9 3.8/9.5 4.5/11.3 Total Load 119 _256 419 620 _ 178 384 629 930 18' Live Load L/240 _* *_ 418 613 _ _ * 627 919 1/7. Min.End/Int.Bearing(in.) 1.5/3.5 1.9/4.7 3. 6 4.5/11.2 1.5/3.5 1.9/4.7 3.1/7.7 4.5/11.2 Total Load 84 184 304 453 126 1 276 457 680 20' Live Load L/240 Min.End/Int.Bearing(in.) 1.5/3.5 1.6/3.9 2.5/6.3 3.1/9.2 1.5/3.5 1.6/3.9 2.5/6.3 3.7/9.2 Total Load 102 172 259 66 152 257 389 24' Live Load L/240 Min.End/Int.Bearing(in.) 1.5/3.5 1.8/4.4 2.6/6.5 1.5/3.5 1.5/3.5 1.8/4.4 2.6/6.5 Total Load 59 103 158 88 154 237 28' Live Load L/240 Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.5 1.9/4.9 1.5/3.5 1.5/3.5 1.9/4.9 Total Load 63 10052 95 150 32' Live Load L/240 Min.End/Int.Bearing(in.) 1.5/3.5 1.5/3.7 1.5/3.5 1.5/3.5 1.5/3.7 *Indicates Total Load value controls. General Notes ■ Table is based on uniform loads(beam weight considered)and the more ■ Lateral support is required at bearing and along the span at 24"on-center, restrictive of simple or continuous span. maximum. • Total load values are limited to deflection of L/180 and include creep deflection ■ For conditions beyond the scope of this table,including applications other than with an assumed dead load to live load ratio of 30%.For stiffer deflection criteria, Service Level 2,use iLevel®software or contact your iLevel representative. L/240 values are provided.Check local code for other deflection criteria. iLevel Trus Joist®Parallam*Plus Specifier's Guide TJ-7102 August 2009 8 All lumber framing used in deck applications i should be pressure treated to AWPA Standards. IV4"TimberStrand®LSL j rim board Flashing Decking i -." Joists 2"minimum �2"minimum op Joists supported by treated 2x_ledger Parallam®Plus „ - ° PSL beams and Flashing is a critical component and must be included. columns 2'maximum L>', beam cantilever okl f spa, ,L o Ledger Connections 2'maximum joist cantilever ' J ;I Connection Type and Spacing(') (; Embedded Live Load Joist Span Two rows Ifi"lag bolts Additional beam and column E w concrete up to 9' 32"on-center,staggered lateral bracing may be required. �, footer 40 psf 9'to 16' 16"on-center Consult deck designer. up to 7' 32"on-center,staggered Concrete footer or slab 60 psf 7'to 14' 16"on-center a�4z\ 14'to 16' 12"on-center G�ooa I sQ (1)2"minimum edge distance is required for fastening ledger(see detail above). • Applicable only to 1V/4"TimberStrand®LSL rim board. I sQa Deck Beam and Column Selection (100% Load Duration)—Service Level 2 31/2"x 91/4"Beam 31/2"x 11r/e"Beam 51/4"x 117/a"Beam 51/4"x 14"Beam 31/2"x 51/4"Column 31/2"x 51/4"Column 51/4"x 51/4"Column 51/4"x 51/4"Column Deck Load Joist Span (PSF) Maximum Maximum Maximum Maximum Maximum Maximum Maximum Maximum Column Column Column Column Column Column Column Column Spacing Height Spacing Height Spacing Height Spacing Height 8' 12'4" 10'-6" 15'4" 9'-0" 17'4" 16'-0" 20'-6" 14'-0" 10' 11'-6" 10'-0" 14'-6" 8'4" 16'-6" 15'4" 19'4" 13'-6" 40LL+11ODL 12' 11'4" 9'-6" 13'4" 8'-0" 16'4" 14'4" 18'-6" 12'-6" 14' 10'-6" 9'-0" 12'-0" 8'-0" 15'4" 13'-6" 17'-6" 12'-6" 16' 10'-0" 8'-6" 11'-0" 8'-0" 15'-0" 13'4" 16'-0" 12'-0" 8' 10'-6" 9'-6" 12'-6" 8'4" 15'4" 14'-0" 18'-6" 12'-0" 10'4" 8'-6" 11'-0" 8'-0" 15'-0" 13'4" 16'-0" 12'-0" 6OLL+IDOL< _ 9'-6" 8'-6" 9'-6" 8'-0" 14'-0" 12'-6" _—C-177--Y 14'- " 12--0- 14' 8'-6" 8'-6" 8'-6" 8'4" 13'4" 12'4" 13'-0" 12'-0" 16' 8'-0" 8'-0" 8'-0" 8'-0" 11'4" 12'-6" 11'-6" 12'-6" How to Use This Table General Notes 1. Determine the appropriate Deck Load. ■ Table also applies to columns used in a Service Level 3 condition. 2. Locate the Joist Span that meets or exceeds your condition. ■ Total load deflection for the beam is limited to U240.Live load deflection is 3. Scan across the row to find both the Maximum Column Spacing and Maximum limited to L/360. Column Height that meet or exceed your condition. ■ Beams can be used in either continuous-span(up to 48')or simple-span 4. Scan up to determine the required Beam and Column sizes. applications. ■ For conditions beyond the scope of this table,including beam applications other than Service Level 2,use iLevel®software or contact your iLevel representative. iLevel Trus Joist®Parallam°Plus Specifier's Guide TJ-7102 August 2009 9 i UULumIIQ Allowable Axial Loads (lbs)-service Level 2 General Notes Effective Column Size Table is based on: Column 31/2"x 51/4" 51/4°x 51/4" 7"x 1" - Solid,one-piece column members. Length 100% 115% 125% 100% 115% 1 125% 100% 115% 1 125% - Bracing in both directions at column ends. 6' 10,580 11,330 11,760 20,330 22,680 24,150 38,850 40,000 40,000 - NDSO 2005. 8' 7,550 7,885 8,080 17,285 18,775 19,650 35,685 39,815 40,000 - Simple columns with axial loads only.For side loads or other 10' 5,485 5,665 5,770 14,005 14,845 15,325 31,785 34,780 36,570 combined bending and axial loads,see the NDS®2005. 12' 4,125 4,235 4,300 11,185 11,695 11,985 27,470 29,445 30,585 14' 3,205 3,280 1 3,320 9,020 9,355 9,545 23,300 24,605 25,355 ■ Allowable loads have been adjusted to accommodate the worst 16' 7,385 7,615 7,750 19,705 20,615 21,135 case of the following eccentric conditions:1/6 of column thickness 18, Slenderness ratio 6,140 6,305 6,405 16,760 17,420 17,800 (first dimension)or 1/6 of column width. 20, exceeds 50 5,175 5,300 5,375 14,375 14,870 15,155 ■ For conditions beyond the scope of this table,including applications other than Service Level 2,use iLevel®software or contact your iLevel representative. Beam to Column Connection Column Base Connections Wide face Column Base Elevated Column Base of strands VParallam@ } ace at olumn Optional Simpson Strong-Tie® non shrink USP LSTA9 strap(or In order to use the manufacturer's grout Metal post cpublished capacities when designing column caps,bases,or holdowns for v,` m®Plus PSL uplift the bolts or self-drilling screws must ust be installed perpendicular to the P p Plus PSL wide face of strands as shown above. column Wide face of strands All lumber framing used in deck applications should be pressure treated to AWPA Standards. DO NOT install bolts or screws into the narrow DO NOT encase DO NOT size base plate face of strands column base larger than column Q&A 111: What is Parallam® Plus PSL? Mold fungi cause discoloration of the wood surface,commonly appearing as a colored,fuzzy or powdery surface growth that can quickly spread over surfaces Al:Parallam®Plus PSL is Parallam®PSL that has been protected with a preservative with high moisture levels.Mold will not impact the strength or stiffness of a wood solution at an iLevel-authorized treating facility.The treating facility is licensed by member,but the presence of mold indicates a high moisture condition where,without Arch Wood Protection,Inc.to produce product under the Wolmanized®trade name, preservative treatment,decay fungi would likely develop.Parallam®Plus PSL has and is required to follow a strict quality assurance program. been treated to effectively resist decay. Parallam®Plus PSL is produced from southern pine and is undersized to accommodate dimensional change during treatment.It is treated throughout the cross section,then kiln dried after treatment to a uniform moisture content. Q3: How can I be sure that I have genuine Only Parallam®Plus PSL is manufactured using these methods,and it's the only Parallam® Plus PSL? product covered by both iLevel and Arch Wood Protection,Inc.30-year limited A3:Parallam®Plus PSL is stamped with the product description,type of treatment, warranties. and treating facility.The stamp also references the treating standards and third- party quality program monitor.The following stamps are examples of those found on Parallam®Plus PSL. Q2: Does Parallam® Plus PSL prevent mold growth on the product surface? BEAMLUMBERUALITYMONITORSE STRUCTURAL COMPOSITE CA-CKAT1 LUMBER QUALITY MONITORED BY 0.15 pcf CA-C KDAT 19%SYP A2:No.The preservative treatment solutions used to treat Parallame Plus PSL TIMBER PRODUCTS INSPECTION COX INDUSTRIES,INC. contain moldicides that inhibit surface mold growth on freshly treated product. �^ ^ However,they are not intended to provide continual surface mold growth protection OnCetheprOdUCtISIn-SBNICe. GROUND CONTACT COLUMN USE STRUCTURAL �• AWPAUI/C33 COMPOSITE LUMBER QUALITY MONITORED BY 0.60 pcf CCA-C KOAT 19%SYP TIMBER PRODUCTS INSPECTION COX INDUSTRIES,INC. vmans.e ftw iLevel Trus Joist®Parallam®Plus Specifier's Guide TJ-7102 August 2009 10 ULIILKJML iiirurtmMi iulli i Q4: Was CCA phased out for residential use? Q10: Are sealers, coatings, or remedial A4:In 2004,CCA was phased out for certain dimension-lumber residential treatments effective replacements for applications,such as deck railings and play sets.However,CCA is an excellent Parallam® Plus PSL? preservative and remains an approved form of treatment for Parallam®PSL columns A10:No.Current commercially available coatings that contain a preservative do not used in structural ground-contact applications(AWPA UC413). provide adequate protection from fungal decay or termites throughout the Parallam®Plus PSL columns are well suited for residential applications such cross section of Parallam®PSL.Field applied treatments are not covered by the iLevel as structural support columns,deck posts,and retaining walls.It is ideal for and Arch 30-year limited warranties. applications that result in occasional,intermittent saltwater splash exposure that will not support degradation by marine organisms. The U.S.EPA concluded that CCA-treated wood does not pose unreasonable risks to Q1 1: Can Parallam® Plus PSL products be painted the public,and they do not require CCA-treated products to be removed from service, or stained? coated/sealed,or encapsulated.However,they do suggest that the use of a suitable Al 1:Yes.Parallam®Plus PSL can be painted or stained with either oil-or water- coating could reduce potential exposure. based finishes.Untreated and treated wood products may exhibit discoloration, Additional information is available on the U.S.EPA website: checking,warping,or splitting when exposed to the weather.Appropriate www.epa.goy/oppad001/reregistrationlcca/index.htm#docs maintenance,such as the application of quality exterior stains and paints,will help reduce the extent of these weathering effects.However,these finishes may not hide inherent surface irregularities,and the final color may be affected by the tint of the 115: How does iLevel define "saltwater splash" with treatment. respect to applications for Parallam® Plus PSL? A5:Saltwater splash applications are those in which incidental saltwater contact Q12: What is meant by wet-service and dry-service may occur,but at a level or time period insufficient to support the growth of marine conditions? organisms.Examples of incidental saltwater exposure include members used in proximity to saltwater and exposed to occasional or intermittent splash from storms Al2:The definitions of wet and dry service vary slightly from one publication to the or waves,or to saltwater spray or mist.Examples of conditions that would not be next.The 2005 NDS®defines dry service for structural composite lumber products as appropriate for Parallam®Plus PSL include members that are in or adjacent to the an in-service moisture content of less than 16%.CSA 086-01 defines dry service as a tidal zone where they would remain wetted with saltwater for extended periods of climatic condition in which the average equilibrium moisture content(EMC)of sawn time. lumber over a year's time is 15%or less and does not exceed 19%. Not all exterior applications are necessarily a wet-service condition and,conversely, not all interior applications are a dry-service condition.The EMC of wood is a function Q8: Do I need to seal or clad my of the relative humidity and temperature of the surrounding environment.However, Parallam® Plus PSL columns? high moisture content and the ensuing degradation can be observed in local areas A6:Sealing or cladding your Parallam®Plus PSL may be desirable for aesthetic where water collects and doesn't readily evaporate,such as improperly detailed reasons;however,it is not required.One option would be to clad the columns with column bases and connections in saddles where water accumulates. Western Red Cedar for an attractive,rustic look.(Use appropriate fasteners.) Q13: Can I use Parallam® Plus PSL beams in Q7: What applications are not suitable for column applications? Parallam® Plus PSL? A13:Generally,no.The preservative retention level used for beam products is A7: Parallam®Plus PSL is not suited for applications where conditions support different than the level used for columns and is not suitable for heavy-duty, degradation caused by marine organisms,or for direct contact with animal wastes, structural ground contact applications.However,if the column is used in iLevel SL1 or SL2(or even AWPA UC4A)applications,the preservative treatment is suitable and caustic fertilizers,or other chemicals.These types of applications are not covered by the beam may be used as a column. the iLevel and Arch 30-year limited warranties. Q8: Why does iLevel use a different treatment for Q14: Where can I find more information about columns than for beams? Parallam Plus PSL. A8:Column applications where Parallam®Plus PSL is exposed to direct ground A14:For more information on Parallam®Plus PSL,see the following PDFs available contact or occasional,intermittent saltwater splash require a higher level of on www.iLevel.com: protection,which is best achieved using the traditional CCA preservative.The U.S. ' Consumer Safety Information Sheet for iLevel®Trus Joist®Parallame Plus PSL EPA concluded that CCA treatment is appropriate for use in structural applications, (Reorder#11-1021) ■ iLevel Preservative Treatment Technical Resource Sheet(Reorder#11-1020) with proper installation and handling. Parallam®Plus PSL that is intended for beam and header applications is treated with Also see the following Material Safety Data Sheets(MSDSs),available at a lower retention level of copper azole,which eliminates the need to use stainless www.weyerhaeusercom/Sustainability/MSDS: steel connectors and fasteners in most applications(see hardware manufacturer's ■ WC 311-09 Parallam®Plus PSL(CCA) recommendations foryour specific application). ■ WC 362-02 Copper Azole Pressure-Treated Para Ila m®PSL Q9: Do I need to field treat holes or end cuts? Q15: Where can I purchase Parallam® Plus PSL beams and columns? A9:No.The unique structure of Parallam®PSL allows for penetration of preservative treatment throughout the cross section,eliminating the need to field treat holes or A15:Parallam®Plus PSL is intended for use by professional building contractors; end cuts. therefore,it can be purchased only through professional contractor yards.It is not available for sale through retail channels. iLevel Trus Joist®Parallam°Plus Specifier's Guide TJ-7102 August 2009 11 C, by Weyerhaeuser f u h.F We Can Help You Build Smarter � tt At iLevel, our goal is to help you build solid and durable homes by providing high-quality residential building products and unparalleled technical and field support. Floors and Roofs: Start with the best framing components in the industry: our iLevel"Trus Joist' Silent Floor"joists; TimberStrand" LSL rim board; and TimberStrand' LSL, Microllam" LVL,and Parallam,PSL headers and beams. Pull them all together with our self-gapping iLevell Edge or iLevel" Edge Gold floor panels and durable Weyerhaeuser roof sheathing. Walls: Get the best value out of your framing package—use TimberStrand'* LSL studs for tall walls, kitchens, and bathrooms, and our traditional, solid-sawn lumber everywhere else. Cut down installation time by using TimberStrand' LSL headers for doors and windows, and Weyerhaeuser wall sheathing with its handy two-way nail lines. 1.888.iLevel8 Software Solutions: If you are a design professional or lumber dealer, iLevel (1.888.453.8358) offers a full array of software packages to help you specify individual framing members, create cut lists, manage inventories—even help you design whole- house framing solutions. Contact your iLevel representative to find out how www.iLevel.com to get the software you need. www.growingideas.com Technical Support: Need technical help? iLevel has one of the largest networks of engineers and sales representatives in the business. Call us for iLevel@weyerhaeuser.com help, and a skilled member from our team of experts will contact you within one business day to evaluate and help solve your structural frame problems- 2910 East Amity Road GUARANTEED. Boise, ID 83716 208.364.3600 P.O. Box 8449 Boise, ID 83707-2449 August 2009•Reorder TJ-7102 A,Weyerhaeuser,iLevel,Microllam,Parallam,Silent Floor,TimberStrand,and Trus Joist are registered This document supersedes all previous versions.If this is trademarks of Weyerhaeuser NR.©2009 Weyerhaeuser NR Company.All rights reserved. Printed in the USA. more than one year old,contact your dealer or iLevel rep. NW