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HomeMy WebLinkAbout2015 - Finished Basement S Town of Montville Building Department Field Inspection Notice Address: 60 Pheasant Run Job Description: Finish Basement Permit Numbers: Date permit issued: _- Not Not Approved Deficiencies Approved 7/12/05 DJ FRAMING • Special ConditionsFormatted:Bullets and Numbering • Not Approved Deficiencies Approved 7/14/06 JS ' {Formatted:Bullets and Numbering 1 INSULATION • Special Conditions • {Formatted:Bullets and Numbering CERTIFICATE OF Not Approved Deficiencies Approved {Formatted:Bullets and Numbering OCCUPANCY 8/10/16 DJ • Project restarted in 2015 see new permit Special Conditions • • (Formatted:Bullets and Numbering Formatted:Bullets and Numbering Page 1 of I Revised 3/17/05 Sheet Printed:8/10/2016 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: 62015-0363 Date: 24-Aua-15 Map/Lot: 028/005-051 Owner ID: 5482000 Project Location: 60 PHEASANT RUN Unit: Job Description: Complete alinistied_Bcgsemen_t Owner Nam _Andrew_andi iottBakoledis Tenant Name_N/A Careof: 60 Pheasant Run _Oakdale CT _06320- Telephone: 18601367-0570 Applicant Name JDranerty Owner Telephone: DBA: Lic/Reg Type Lic/Reg N 0 Exp Date: Cooctra_rction Vo ro PerrnitJEee Cone.th.ctioeJnf rmtatinn Building Value: 531.310.00_ Building Fee: S.320-011_ Use Group: IRC Plumbing Value: 6.470,00 Plumbing Fee: S70.00Code: 2005 State Building Code Mechanical Valu S0.1X_ Mechanical Fe $0.01_ Electrical Value: 53,, 2,00 Electrical Fee: 890 00 Construction Type IRC Total Value: 541.35_2_00 Penally Fee: 80.00 Permit Code: R4 C of 0 Fee: S10.011_ Comment Plan Review Fe 843.00 State Ed Fee: 810.75 Total Fee Paid: 5493.75 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑Q R Plumbing and leak test ❑ Deck Piers ❑Q R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor frami ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION • Insulation ❑ Certificate of Apgr6val Cerjific a te,.r6cccupancy _Buildinciaticiars Aeoro za1 �Gy — Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 60015 -n3 Type of Work Occupancy Type Permit Type ❑New Construction @Single Family Q'Building 0 Addition 0 Two-Family 0 Plumbin 0 Alteration ❑Townhouse ❑Mechanical hanical 0 Accessory Structure 0 Electrical CRS#: Property Address: (Number) (Street) cow9t(!i/ _ (Unit) Job Description: C��no<a / /N/5H ,VFirr rG'tol i`� Owner: /.us) Agge24 ,5 Address: 170 P#1115"7- A/ •• W--0027 -01.769 City: 4KD ieht State: L.r Zip Code: ate 3 7 ) Telepho ( 1(0 ) 317-6 ® Applicant: DBA: Address: City: State: Zip Code: Telephone Contractors -Complete the Following: License Type: License No.: Expiration Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described abov // _ Owner/Agent Signature: ' , / ¢ ^ Date: 3/e/ Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Rrca}ed August 23,2007 Town of Montville Building Department File Receipt Date: 21-Aug-15 ReceiptNo: 10655 Received From: Andrew 3. Bakoledis yob Address: 60 Pheasant Run Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $493.75 State Check: $10.75 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $41,352.00 Demolition Value: $0.00 CheckNo: 558 Received By: Carmen Kneeland CV/ (1—C-24\-(9--- _ Address: ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 118.03 $ - $ - Basement,Finished 1304 SF $ 24.01 $ 31,309.04 $ 3,468.64 Basement,Unfinished SF $ 12.40 $ - $ - Crawl Sapce SF $ 9.30 $ - Interior Renovations SF $ 36.09 $ - $ - $ - AMENITIES Kitchen EA $ - $ - $ - Full Bathroom EA $ - $ - Half-Bathroom 1 EA $ 6,469.14 $ 102.85 GARAGE Attached SF $ 56.35 $ - $ - Detached SF $ 71.53 $ - $ - Under SF $ 11.03 $ - $ - Carport SF $ 19.89 $ - MECHANICAL Warm-Air n Y/N $ - Hot Water n Y/N $ - Electric n Y/N $ - Air Conditioning n Y/N $ - ELECTRICAL SERVICE Overhead,new Amps $ - Underground,new Amps $ - Subpanel EA $ 599.50 $ - Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - TOTALS $ 31,309.04 $ 6,469.14 $ - $ 3,571.49 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 31,310.00 $ 320.00 Plumbing y $ 6,470.00 $ 70.00 Mechanical y $ - $ Electrical y $ 3,572.00 $ 40.00 Working before Permit Issuance n $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 43.00 State Education Fee $ 10.75 TOTALS $ 41,352.00 $ 493.75 State of Connecticut '6, 7A Workers' Compensation Commission rie:. Please TYPE or PRINT IN INK Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer APPLICANT FOR BUILDING PERMIT �{�',J� n Name ofApplicant for Building Pennft _ AV/41J '7/wG/iDi5 Property located at 6 0 $ kA1 in the City/Town of /OK Pk- Cr " C 37 ' ATTEST If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage. CHECK ONE(1) BOX ONLY and complete the following: 3 I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant- - ❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer. Name of Business Federal Employer INE(FEIN) Signature of SOLE PROPRIETOR Applicant i Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. bb Qi Al ' O AK.P Property Address nomSill Job Description Required Department Permit Issuance Approval Approval ® Tax Collector Bkas t q- v Signature/date Comments: Planning &Zoning �� '/� ` 4'1, � y Signature/date Comments: M ® Fire MarshalAO I Signature/date 4.41114.4111� Comments: -o c))k.VC\-)\ ❑ Health Department Required for properties with private septic or well Comments: WPCA, Administrative \Nt0 )-< l Required for properties on sewer Signature/date ` Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature!date Comments: ❑ Montville Police Department • Required for all permits EXCEPT one and two family residential Signature!date Comments: ❑ State Dept. of Transportation Re•uired for Structures over 100 000 s..ft or with more than 200 •arkin• s.aces-Official Co. of STC Certificate of Oaeration re•uired—.er CGS 14-311 Signature/date Building Department Review Complete Signature!date RagsedMay 23,2011 Town of Montville Building Department PA/ Residential Plan Review Form Date: `7/ //L� / Job Address: ///(p Ai S /1 7` gt,c f'/ Job Description: ),'191'5/ e I‘ Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION FLOOR PLAN Permit application not c feted No plans submitted or insufficient information • Permit fee due$ f�j .4 Basement floor plan required Permit fee to be calculated Second floor plan required Worker's comp.affidavit or worker's comp.certificate to be submitted Dimensions not provided or insufficient Copy of contractor's registration or license required Kitchen layout not provided \,../y Construction permit sign-off sheet required with appropriate approvals,it shall Bathroom layout and space clearances are insufficient , ` be the applicant's responsibility to obtain the required signatures Ceiling heights not identified or insufficient Affidavit required from the holder of the registration or license authorizing you Attic access location and size not indicated or insufficient to apply for a permit with their information Attic access must be in a readily accessible location(not over shelving) Provide supporting documentation to show compliance with the 2009 IECC Use of room(s)not identified or unclear (it''Iv.eiter rorles.gov) OR slur//creel the requirements of Table N1102.1 Plans required for the existing residence for each floor with dimensions based on climate zone 5 in Table N1102.1 WINDOWS&DOORS Two sets of construction documents required, this includes all engineering Door sizes not identified data,calculations and all other documentation(R106.1) Documents are copyright protected,provide original plans or a letter from the Window size&type not identified • designer authorizing the duplication of the plans Emergency escape&rescue opening required.Basements',habitable attics and Field set of the approved construction documents are required to be picked up elm sleeping roam shall have al/east one operable emergence'escape and rescue opening.R310.1 from our office and must be available on site during all inspections Indicate the required light and ventilation for each habitable room or space Construction documents shall be of sufficient clarity to indicate the location, Indicate the bedroom egress window nature and extent of the work proposed as per section R106.1.1 Egress window sill height not identified Construction documents do not match the orientation of the structure on the Window header size not identified or insufficient site plan Door header size not identified or insufficient WIND LIMITATIONS Window well details not provided or insufficient Submit supporting data to show conformance with the wind limitations in table Glazing—Hazardous locations per section R308.4 11301.2(1)as detenninet/from Appendcv R of the 2013 CT supplements. GARAGE and CARPORTS Documents required to be stamped and signed by a CT registered Professional Noplan submitted or insufficient information provided Engineer Braced ivttlls not identifiedon the construction documents or are insufficientBuilding section required Braced mall calculations required Opening protection between the garage and residence is not identified or Ridge connection not identified or insufficient insufficient Roof-to-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall-to-wall connection not identified or insufficient Wall-to-sill connection not identified or insufficient ELEVATIONS Wall-to-deck connection not identified or insufficient No plans submitted or insufficient information Deck-to-formulation connection not identified or insufficient __ Plans do not match the floor plans Provide engineering data for the piers to resist gravity,lateral,shear and uplift _ Finish grade not identified or does not match the site plan loads,stamped and signed by a CT licensed design professional __- Building height(s)not identified _ Foundation anchor spacing not identified or insufficient _ _Dimension height of chimney Construction documents do not match the engineering data submitted Roof pitches not identified Cold-formed steel framing shall comply with the requirements of one of the following standards:AST,II.1 653:Grade 33,and 50(Class 1 and 3),AST11 BUILDING SECTIONS&DETAILS A 792:Grade 33,and 50.4 or ASM!A 1003:Structural Grade 33 Type 11, - Full building cross section not provided or insufficient and 50 Type!1 Floor-to-floor heights not identified Additional sections and details required SITE PLAN Draft stopping details not provided or insufficient .Site Plan required Site Plan does not match the building plans STAIRS Finish floor elevation not indicated Stair not shown on the basement floor plan Distance from the property line(s)to the structure not identified Stair not shown on the second floor plan Structure dimensions not provided Riser height not identified or insufficient Existing and proposed contours are not provided or insufficient Tread depth not identified or insufficient Footing drain discharge not identified Nosing required for closed riser stairs Utilities not provided(electrical,phone,cable,sewer,water,gas) Riser opening can not allow the passage of a 4"sphere Delineation of flood hazard areas and design flood elevation is required per Winder stair—detailed plans required section R106.1.3 Spiral stair—detailed plans required Private sewage disposal system to be identified along with all technical and soil Stair width required to be minimum of 36"above the required handrail height data as per section R106.2.1 Handrail detail not provided or insufficient detail Grading is to slope away from the building,provide more detailed information Guardrail detail not provided or insufficient detail Plan submitted is not the same plan that has been approved by the Zoning Headroom height not identified or insufficient Department and/or Health Department 36"landing required at the bottom of the stairs Retaining wall—construction documents required 36"landing required at the top of the stairs Retaining wall documents required to be stamped and signed by a Connecticut Frost protection required,provide details and connections Registered Professional Engineer WALLS FOUNDATION Stud size and spacing not provided or insufficient No plans submitted or insufficient information - Sheathing type not provided or insufficient Dimensions required Method of braced wall bracing not shown or specified Wall thickness not identified Braced walls required 11602.10 Method of attachment of foundation and structure is not shown or specified /traced wa/!method not indicated Fnntinn size not identified .. .... • . . .. . • Town of Montville • Building Department CEILING FRAMING TWO-FAMILY DWELLING UNIT SEPARATION(R302.3) Plans required showing joists,beams and openings Dive//big units in tato frnnilr dwelling shall he separated frau crab other Gr Bearing partitions not provided or indicated Framing direction not indicated vnll and/or floor assemblies having not less than 1-/war fire-resistance rating when tested in accordance will,1.S7',11 if 119 or U/.263. Beam span&size not provided or insufficient Joist span,size&spacing not provided TOWNHOUSE SEPARATION(11302.2) Joist's over-spanned Beam over-spanned Each townhouse shall he c•o«sideral a separated building and shall be Provide design data for all unaligned wall and floor bearing points eprates/hp fire-resis once-rated rvn/l assemblies meeting the requirements s(sa Point loads not identified on beam data ct/on 11-302.1 for c rterior;Palls. Penetrations of uvr//orfoor/ceiling assemblies required to he fire-resistance Steel beam — must be stamped and signed by a Connecticut Professional rated in accordance with section 11302.2 or 11302.3 shall be protected in Engineer LVL's—engineering data required accordance with this section. 1-joists-engineering data required FLOOD-RESISTANT CONSTRUCTION(R322) Design loads not provided or insufficient Documentation required to be submitted for the connection,anchored to resist ROOF FRAMING flotation,collapse or permanent lateral movement Delineation of flood hazard areas,floodway boundaries,and flood zones and Plans required showing rafters,beams and openings ' the flood design elevation to be identified on the site plan(R106 1_3) Bearing partitions not provided or indicated Elevation of the proposed lowest floor,including basement;in areas of shallow Framing direction not indicated flooding (AO zones), the height of the Beam span&size not provided or insufficient ) S proposed lowest 10including basement,above the adjacent highest grade shaallll identified dentified(881066.1.3) Rafter span,size&spacing not provided Electrical systems, equipment and components, and heating, ventilation, air Rafter's over-spanned conditioning and plumbing appliances,plumbing fixtures,duct systems, and Beam over-spanned other service equipment shall be located at or above the design flood elevation. Provide design data for all unaligned wall and floor bearing points Point loads not identified on beam data ELECTRICAL INFORMATION Steel beam — must be stamped and signed by a Connecticut Professional The provisions of Part 1'111 of the 2009 IRC or 2011 ATPA 70 National Engineer Electric Code shall apply to installation of the electrical system and must he LVL's—engineering data required indicated on the application. I-joists—engineering data required Plans required showing panel locations,GFCI,switches,lights and receptacle Valley rafter—engineering data required locations Collar tie size,spacing&location not identified or insufficient Service capacity is not indicated,underground or overhead Roof trusses — Engineering data (signed and sealed by a Connecticut Panel location not identified Professional Engineer) must be submitted and approved by the Building Receptacle locations not identified or insufficient Department prior to installation GFCI receptacle locations not identified or insufficient Roof truss data must be designed to rI AS'I/TI'I I Lights and switches not identified or insufficient Ridge beam supports not identified or insufficient Smoke alarms not identified or insufficient Hip/valley beam supports not identified or insufficient , CO detector(s)not identified or insufficient(required on all habitable levels) Rafter to beam connection detail not provided or insufficient Electrical load calculations required Whirlpool tub/hydro message tub disconnect location not identified DECKS/PORCHES Construction documents required MECHANICAL INFORMATION Dimensions required 7}yre of heating system not provided Framing direction not indicated Plans required showing equipment locations,ductwork,etc. Beam span&size not provided or insufficient Dryer vent routing not identified or insufficient Joist span,size&spacing not provided Heating,ventilation and air conditioning equipment locations not identified Joist's over-spanned Heat loss/gain calculations required to be submitted Beam over-spanned Heat loss/gain calculations do not match the information on the construction Ledger—show attachment and flashing detail /documents Post size or spacing not indicated /,'" Combustion air calculations required 1"2 .,-/4 t1'�c Height of deck above adjacent finished grade not provided Winter design temperature is 7°F / Connections not identified or insufficient Plans do not match site plan FUEL and GAS INFORMATION Dimension height of chimney above the roof LP-Gas tank size and location not identified on the plans Trench detail not provided or insufficient CHIMNEYS&FIREPLACES Piping diagram not submitted or insufficient Clearances to combustibles not indicated ort insufficient Oil took size and location not identified on the plans Flue size not indicated or insufficient Exterior combustion air source not identified PLUMBING SYSTEM INFORMATION Plan required showing fireplace opening size and clearances to combustibles No plans submitted or insufficient information Flue sizes Building trap location not identified(inside or outside) Manufactures data and installation instructions for metal fireplaces and/or Sewer location not identified wood stove required Domestic water location not identified Manufacturers data for whirlpools,corner tubs&large tubs required Dimension height of chimney above the roof Water heater size,type,and location to be submitted Co ' e ts: / „,k Py-eSstcre se.jar, S1 1I _plc, 7'e6 y'e`�L^Ire ,Z el ,77G/'.S-race hexr,-,'Cr, X1 P.! ! `// be I r -f' �r e nl -1-',',1 1 S�t% d -f” id o r'' v�!tet S t 1.-,e, /l�f p c� 4,7.,---, plc.f-7. r f�Pr dr- ✓�`1t .I c�,tl f o �— r —17 cG S Ao L7/� 1/�7r .71.. , .77,-19/0 ,-� /`e r 7G/7 C't? r'1/el // 1']1 3< YZr�iG, t /-eicL . ,X Reviewed by: va-v:A /77 ' - Vernon D.Vesey II Day', lien Building Official Deputy Building Official 9ig•visecf9iiarcf 12,2014 .�, F .�__ pNE, 0 ,i - W J �al m w Cq z i .Z:,- t S„ (..) 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So r•T �BoiseCasade ���TTT���TTT////// Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 Dry I 1 span I No cantilevers 10/12 slope Wednesday, August 20, 2014 iC CALC® Design Report- US Wild 2627 • 4gci.47)15 File Name: BC CALC Project ob Name:// 124'74 �,,� Description: Designs\FB01 kddress: CU ifNs i�/`4' Specifier: I ;ity, State, Zip: , �}KDA� , Cr O637' Designer: :ustomer: Company: ,ode reports: ESR-1040 Misc: 'I V T P r r T r T r r ' ---1r 1 r r r. r T_I r 2 r j V V 7 r r T r r r r r r v r T r r r T 1 , 10 16-00-00 B1 Total Horizontal Product Length= 16-00-00 teaction Summary (Down I Uplift) (lbs) fearing Live Dead Snow Wind Roof LiveI 30, 3-1/2" 4,800/0 1,873/0 31, 3-1/2" 4,800/0 1,873/0 Live Dead Snow Wind Roof Live Trib. .oad Summary .ag Description Load Type Ref. Start End 100% 90% 115% 160% 125% _ Standard Load Unf. Area (Ib/ft^2) L 00-00-00 16-00-00 40 10 15-00-00 Unf. Lin. (lb/ft) L 00-00-00 16-00-00 0 60 Na Disclosure :ontrols Summary Value %Allowable Duration Case Location Completeness and accuracy of input must 'os. Moment 25,183 ft-lbs 59.2% 100% 1 08-00-00 be verified by anyone who would rely on End Shear 5,604 lbs 35.5% 100% 1 01-03-06 output as evidence of suitability for "otal Load Defl. U333 (0.56") 72.1% n/a 1 08-00-00 particular application. Output here based n _ive Load Defl. L/463 (0.403") 77.8% n/a 2 08-00-00 prn buildingiscode-accepted m hods. properties and analysis methods. flax Defl. 0.56" 56% n/a 1 08-00-00 Installation of BOISE engineered wood Span/Depth 15.7 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Supportsor ask questions,please call 3earing Dim.(L x W) Value Support Member Material (800)232-0788 before installation.\n\nBC 30 Post 3-1/2"x 3-1/2" 6,673 lbs n/a 72.6% Unspecified CALC®, BC FRAMER®,AJSTm, 31 Post 3-1/2" x 3-1/2" 6,673 lbs n/a 72.6% Unspecified ALLJOIST®, BC RIM BOARDTM', BCI®, BOISE GLULAMTM,SIMPLE FRAMING ,autions SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Jlember is not fully supported at post BO. A connector is required at this bearing. VERSA-STRAND®,VERSA-STUD®are vlember is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Cascade Wood Products L.L.C. Votes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. =astener Manufacturer: TrussLok (tm) 'age 1 of 2 b Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 .0 CALC®Design Report US Dry I 1 span I No cantilevers 10/12 slope Wednesday, August 20, 2014 Wild 2627 File Name: BC CALC Project ob Name: Description: Designs\FB01 address: Specifier: :ity, State, Zip: , Designer: :ustomer: Company: ;ode reports: ESR-1040 Misc: :onnection Diagram {I -11 b . d I f--• 4-• . . i____. i --► a 1—.5— minimum -fminimum = 2" c = 7-7/8" minimum = 4" d = 24" e minimum = 1" learns 7 inches wide will be assumed to be either top-loaded only, or equally loaded from ach side. dl TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. dl TrussLok screws may be installed from one side of multiply Versa-Lam beams. ember has no side loads. ;onnectors are: FMTSL634 'age 2 of 2