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Home My WebLink About0239 INDIAN TRAIL j G�� ,. �, fi a a 11 ', <� - � y � ,. ,. ,. . ,... . .. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 0 �,Map Parcel �� EFermit# � / �L! O Health Division ®� .t =—+ ' 1 O_O Date Issued `o l /�BS ( ��R h ,Ts�T 4 Fee �� , 5 Conservation Division d D� Tax Collectors 6�� Application Fee 0 Treasurer Planning Dept. ��C Checked in By O Date Definitive Plan Approved by Planning Board �� Approved By Historic-OKH ,'reservation/Hyannis n 17 Project Street Address Village Owner tL 114 PIE . Address A FiUl W P4 Afi�m� 4149. Telephone 0o Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type �� ( Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �o On Old King's f,ighway: . ❑ No TEP Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other C_ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)S; C-' 'r Number of Baths: Full: existing new Half: existing ;n� e w ; 7 Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room ount cat Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fire laces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing new sized Pool:❑existing ❑new size Barn:❑existing ❑new size ❑new size Shed:❑existing ❑new size Other: Attached garage:O existing g Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Cl No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Namefl!1J Saff Telephone Number Address �7y License# � , A Home Improvement Contractor# /15� Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ! 17' pill SIGNATURE DATE 1 FOR OFFICIAL USE ONLY , a PERMIT NO. ell f - DATE ISSUED MAP/PARCEL!NO. ADDRESS I '. VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME r e- —• 5— y INSULATION FIREPLACE-110 ELECT WA.L j't� ROUGH FINAL.,:- 03 PLUMBING: ROUGH FINAL-- GAS: ROUGH FINAL--' ! %.. FINAL BUILDING , DATE CLOSED OUT ASSOCIATION PLAN NO. r pUTHE Town of Barnstable Regulatory Services 9BM ��` Thomas F.Geiler,Director t6�9. ♦0 ArEON,pra Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: a 3 l `� r • �3ar�s��-� (Address of Job) )2. Signature of O ne Date Print Name I Q:FORM&OWNERPERMISSION r i RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE - New Buildings $100.0.0 Residential Addition $50.00 Alterations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WORKSBEET .NEW LIVING SPACE ' square feet x$96/sq.foot= x.0041= plus frombelow(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE = square feetx$64/sq.foot x0041= _ plus frombelow(if applicable) . 9ARAGES'(attached&detached) o to O square feet x$32/sq.fL_ o x.0041= ACCESSORY STRUCTURE>120 sq.ft.. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 . >750 sf-1000 sf 75,00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit; , square feet $96/sq,foot= x.0041— STAND ALONE PERMITS Open Porch x$30.00- (number) Deck x$30.00= (number) FireplaeelChimney x$25,00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 RelocadomMoving $150,00 (plus above if applicable) Permit Fee 1 N 1r.BK, S.3 AC,74 J - /7o, ov 0 N 1 43 IN, led l / CIS 4 ,• VNC u5 - �'' S 11 wAij- pro ° 3o8b gNi S3�1d 9�a0 �b8d 1SIH ' 0 N MO 1 9002 Z 0 �o N q CERTI FI ED PLOT PLAN CATION O Q�!j!`!S:.CCuHNq�Jd�D� /YA. . . . . .. ... .. .... / Bo /�/oV /�Loo SCALE . ...... .... DATE ..... .:. .�..... PLAN REFERENCE . .CQ� .. .. i4s sA10w.v VAI /oz e'k. 5.73' G, /L OF �o EDW/jRD . .. . .. . �Lj .. . . . . . .. . . LEYtic !.+!v ' 1 CERTIFY THAT THE .�.. A- P'g.-CP..M-Y: 6. 26100 . SHOWN ON THIS PLAN IS LOCATED ON THE GROUND ISTER AS SHOWN HEREON; OVAL LAMS DATE .NO✓.!y. �°P' . G� f REGISTERED LAND SURVEY R I�at-r' s lG"�c YVC-PX PLyvcvp 44 �i4N1 �S`cGu O�uD� 0 -::4 4�coNG.s - - - Sj1nVDoFF (oN cony p. g�/EL !d Sow mg, g*x 2On 6oO jc r-agrlw6 --- _ --- ..� - - - - - - -- - - - —- - - - 4-0 Octow 6w PLPK SECFIOK Z3 I �HPIKIKAI1 - you A (o N FLAz3� �,��► 96 IT 1p - ! 7*7 .. 'M SUh3 Du w 'vJ'�'' 14 �;�. �-- -PDp._WAtL rb p�i.�,o+U � t4�ro'" DU�I� �-• cn o •Z � _ s oz o C-)CZ) m t c= rn to , R'. 3.5 . I }Imp POOP. $OAUS AjPPtW I t �i I I d(►'-tl�c T�6" WRITE MAP, TKIM Ptc ..._ N1XU wry£ • ES' \P1r/-r rl r VATS MJ wo Z f� C)Z O C Ell G3, O yy� DD LTl 'A�r, LLT Cp v i DOON i i -- 2 ! i 7 Nd APPROVED ' QW. 4�p C4 Z. o�_ QQOAIZ�I�S it r :r t �oz p oudd . 113A of C�� c-n 2 4 as HOKTH r�EVArloq TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f K Map Parcel � Permit# .7 Health Division -ZX/�-�/ Q�PM Date Issued /a' iS o x Conservation Division �i .�� 9 ��/G' �� AB �/ �Qf1 �ykell��/ Application Fee Tax Collector / Permit Fee Treasurer Q1I'luk2) Planning Dept. EXISTING SEPTIC SYSTEM Date Definitive Plan Approved by Planning Board LIMITED TOE#OF BEDROOMS Historic-OKH Preservation/Hyannis A_b 7iw�Scw� ARC�c� &OD g / Project Street Address ,9 3'7 _iU pZ,4-&) ZJ,fv Village J;A&405�� Address X ��¢5� Owner i�%GA�/�5 �� 4. Telephone Permit Request PLAAlo Alo disrPeb&&,-)a A zZLiv AIMAV LZMT) Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total newt Zoning District Flood Plain Groundwater Overlay Project Valuation 4�7) Construction Type VU�b �'j1CK� Lot Size 14-7 Aakg Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: Oa'Yes ❑No Basement Type: VFull ❑Crawl lI3 Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 0o Number of Baths: Full: existing new Ca Half:existing new Number of Bedrooms: existing new .S Total Room Count(not including baths): existing new�_ First Floor Room Count Heat Type and Fuel: VGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes W No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes VNo If yes,site plan review# Current Use Proposed Use I A' 1 Q BUILDER INFORMATION 1-5 Name sw Telephone Number goo -C1co 1 Address� sr'liMERc t License# 34-(GCSA-- OOOWO Home Improvement Contractor# �3- ` '• ry :�• Worker's Compensation# - r' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO (IL SIGNATURE DATE _ FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ' ADDRESS VILLAGE— OWNER- DATE OF INSPECTION: ti ; FOUNDATION ' ,0 o r FRAME �� ® .z INSULATION 1' FIREPLACE " ELECTRICAL: ,ROUGH FINAL { ti - ;� PLUMBING: ROUGH FINAL ' ; GAS: ROUGH -FINAL.•-R U FINAL BUILDING N f 0 DATE CLOSED OUT °r to tie - a ASSOCIATION PLAN NO. w 0 , I TOWN OF BARNSTABL'E ` CERTIFICATE OF OCCPANCY '' ► 1 PARCEL ID 318 055 GEOBASE ID ADDRESS 239 INDIAN TRAIL PHONE BARNSTABLE ZIP - LOT 5 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 86566 DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND .00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE :OB nisr"BLEV MASS. FDM�A BUI14 ING ISION BY CAS/ ' DATE ISSUED 08/30/2005 EXPIRATION DATE • y. ,S.e ' r •fir y.,E '+Y"S . r e x ' ,' ..� _ ��„..rA ';PARCEL fD 31-6-*5 GEOBASE ID ADDRESS' 239 INDIAN TRAIL PHONEI BARNSTABLE ZIP t 'LOT 5 BLOCK LOT SIZE t _ I BA DEVELOPMENT DISTRICI! � r ERMIT 79906 DESCRIPTION NEW HOME 3/BED 2/BATH 2120 SQ FT. ERMIT TYPE BUILD TITLE NLW RESIDENTIAL . LDG PMT r CONTRACTORS`: .SQUIBB, JOHN Department of ARCHITECTS: Regulatory Services TOTAL FEES: .$994.43 BOND $.00tM�1q� CONSTRUCTION COSTS $203,520.00 101 SINGLE FAM HOME DETACHED 1 PRIVATE r' ?'R * B W9rABLE, .* MAM 16g9. 1 BUILDING DIVISION. BY � DATE ISSUED 10/15/2004 EXPIRATION DATE W TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ZD 318 '055 _ GEOBASE .ID ; ADDRE S a -.�39 INDIAN TRAIL ; !PHONE I � .BA4NSTABLE `: ZIP - i etA1 5 � BLOCK..'w � Y �LUT SIZE A.° ; y DEVELOP NT DISTRICT �11-. , RRkMIT 79906 DESCRIPTION �`.EW 140ME 3/BED 2//BASH/ 2120 SQ FT_ £HERMIT TYPE BUILD TITLE -STEW- RESIDENTIAL BLDVMT CONTRACTORS: SQUIBB, JOHN Department of ARCHITECTS: Regulatory Services. TOTAL FEES: $904.43 BOND $.00 CONSTRUCTION COSTS $203,520.00 , �9► -7- 101 SINGLE FAM HOME DETACHED 1` PRIVATE *�0�" MASS. ,�039. FD MA'S a BUILDING DIVISION BY DATE ISSUED 10/15/2004 EXPIRATION DATE A-/ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED'ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2'. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS blel 2 c 05 UL 0 K —u 5 2 1,� � 2 C� 3 1 HEATING INSPktIQN APPROVALS, tpi N E DEPARTMENT OK ZS 21 p Q DOF TH OTHER: SITE PLAN REVIE APPROVAL ' WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON.THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT ISy ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I III Y ;7' i r .�.. 5� i 1 ' • I • 1 a • I .. w I PERMIT I BUILDING .. � -�r � as♦ ,.^� f'� -�J Town of Barn.stabxe . y 4tHE tOk� ' o� P eg -datoi y Services s Thomas F.Geiler,Director Building DMSiOn �AIFD �� Tom Ferry, Building Commissioner 200 Main Street, Hyannis,MA 02601 . - mm totm.barnstable.ma.us -- Fm 508-790-6230 Offioe: 508462-403 8 Property Qwaer'Must "Complete and Siga'This Section if Using A.Builder as Owner of the subject property hereby authorize . S to act on mybewl _.. in all matters relative to work authorized bythis bung permit application for, _ Address of Sob) _ _- Zt7 z717 G� Date -- Signature of Owner - �- d e.Y - Print N me oF(HETp� The Town of Barnstable Pe tiO RAR MARS- E. MASS. " Department of Health Safety and Environmental Services t639 pTED MA'S a. Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspections Location `S 9 lff If 7VZ-4« Permit Number Owner S, 14C 6 ie VD E1k Builder -V1 0 S GNU/ GQ One notice to remain on job site,one notice on file in Building Department. The following items need correcting: C- L14 S S Please call: 508-862-4038 for re-inspection. Inspected by Date �- �4 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 /10 67 • 0 6 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 91 ao square feet x$96/sq.foot 3 ,;zO x.0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch �_x$30.00= G 0 � (number) Deck x$30.00= _• (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 s� (plus above if applicable) c Permit Fee Projcost Rev:063004 Affidavit of Substantial Financial Interest i, aul ts-6 of � �vsl 3cf� MA ' on oath depose and state as follows: applicant for a buildin oSm an ag permit for the prop located at Map 3_, Parcel 1p _�, The address of the property is 2. 1 have,_0 , % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is S pT- J�o , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date,which is ' I have had :a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5, Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, l have submitted y building permit applications for property in which I have a 1% legal or equitable interest. g. Within this month, I have received U building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury,,this b ay of--� —' 200 t 1 2001-00501affin a/LoTTERYIAFFIDAVIT Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release lb Checked By/Date TITLE:Magruder Residence CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 09/13/04 DATE OF PLANS:9/13/04 PROJECT INFORMATION: new residence Off Blueprint Plans Barnstable,MA COMPANY INFORMATION: John Squibb 9 Scudder Ln Barnstable,MA 02630 NOTES: Prepared by: Summit Insulation Co.,Inc. P.O.Box 1337 Harwich,MA 02645 COMPLIANCE: Passes Maximum UA=412 Your Home=373 9.5%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 668 30.0 0.0 23 Ceiling 2: Cathedral Ceiling(no attic) 502 30.0 0.0 17 Skylight 1: Wood Frame,Double Pane with Low-E 8 0.380 3 Wall 1: Wood Frame, 16"o.c. 2670 19.0 0.0 135 Window 1: Wood Frame,Double Pane with Low-E 320 0.350 112 Door 1: Glass 85 0.330 28 Door 2: Solid 20 0.270 5 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1074 19.0 0.0 50 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 MECcheck Version 3.2 Release lb. The heating load for this building, and the cooling load if appropriate,has been determined using the applicable I Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of Id n load a pecified in Sections 780CMR 1310 and J4.4. Builder/Designer Date A4e, MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release lb DATE: 09/13/04 TITLE: Magruder Residence Bldg. gl Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] 1. 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: I Skylights: [ ] I 1. Skylight 1: Wood Frame,Double Pane with Low-E,U-factor: 0.380 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I Doors: [ ] I 1. Door 1: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 2. Door 2: Solid,U-factor: 0.270 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures shall 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 shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ) Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. 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,shall be 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 must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required 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 shall be 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 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. I I Table I. Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 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 F 2"Runouts 1" and Less 1.25"to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) � I ■®■�03/18i2005 12:13 18007883541 JELD-WEN TEAM FIVE PAGE 01 0 mom . .J ELD Ei r Q WINDOWS &' DOOIF - S Hawkins Window Division Phone '15-585-6311 PO Box 140 Pax '1 5-585-6357 811 Factory Street Hawkins, WI 54530 FACSIMILE COVER, SHEET To: U Company --------------------- Phone: ------ --------- - - � Fax: From: _ � DL_�---- ----- ---- -- Phone:' _900-926-6193__-r-------------- -- - Fax: -900-789-3S I--------=-=-----.__, Date: -- ------ Pages including this cover page: a� Cornments:-I-�--6�------M- Ld-*-0.0)--------- ------------- _ �- _---__ � 5 ► o __�Lg5ILd------------ ---------- - -------------------------------------- ----------- - - - --- -------------- .-------- -- ----- ------ ---- 03i18i2005 12: 13 18007883541 JELD-WEN TEAM FIVE .PAGE 02 03/18/05 11:6�1 FAX 16083723]..11 cardinal. rG NOR O HAW.KINS Q002 March ].S`'', 2005 To whom it may concern, The units shipped under order number 525687-00A'. ( art number. 0478691) ,from Purchase Order 77792 were ordered aiNd scheduled as a LoE Tempered units. These items were 2.0 wide by 68" high.. These items had. a 2 wide by 2 high (openings) internal grid. configuration. These items were ordered on November 22nd, 2004 a id shipped/invoiced to Norco on November 30�1, 2004 oi. .invoice 06- 52468. Thank you, Matt Wi.ldes Cardinal IG Tomah %0003/18/2005 12:32 18007883541 JELD—WEN TEAM FIVE PAGE 01 - � A � Cla I Swing Doors � M■i D V v _uvINDOWS a PATIO DOORS i m ile Swing Door 7T s0.6,01F,ICATnc NS: . Exterior Finish Weatlhel Stripping All exterior surfaces completely covered with low maintenance extruded Bronze colored wrapped resilleintft imweatherstrip Is applied to the head aluminum coated with a thermoset polyester finish that meets or exceeds and side lamb of door frame a-id t( the center mull post.A multi-flanged AAMA 2603 performance requirements.Standard colors include Polar doorsweepis applied tothebottom f both active and stationary door pan- White,Eartintone Brown,Architectural Bronze.Sandstone Beige.Hartford els.Onoutswing doors,weath2rsu 3is applied to the full perimeter ofthe Green, Vanilla Cream, Burgundy, and Black. 34 Luxury colors and frame,but sweep system is reolac I by oak extension piece on the door Custom colors that meet AAMA 2605-98 are available,see page 6-33 for panel which contacts reslllent'oon weatherstrlp on face of sill threshold. information. Hil ges Interior Finish All inswing doors havehinges';har. )lor match handle color and are avail- All interior surfaces are unfinished wood ready for paint,stain,or natural able in Bright Brass,Antique 2ras! Polished Chrome,Brushed Chrome. finish,Primed and pre-finished interiors are available,see page 6-34 for Powder-coat White, or Oil Rubbt I Bronze, Inswing door; have three heavy gauge plated hinges on 6'• " 6'-11",and T-3"heights,and four information. hinges on F-0", 9'-0",8 1 VA)"h( ghts. Outswing doors have brushed Frame stainless steel hinges, Inswing di irs hinged on center mull post have Frame assembled from kiln dried softwoods.Components are assembled a"x 3 1/2"hinges;hinges on all c ter doors are 4"x 4 at6-12%,moisturecontentandarewaterrepellentpreservativetreatedin I-lar Iware accordance with WDMA I.S.4.Exterior surfaces of head and side jambs Single point system^ with soil i br: 3s.handle set.activates mortise lock. . are completely covered with.050"(1.3mm)extruded aluminum cladding. q P Corner joints are sealed with silicone and reinforced with a metal corner Integral dead bolt provides addit nal security.Multi-point system also kayandsecu red with screws.Frame thickness is11/4"(31.6mm)athead available(standard on Segment' cad,8'-0",9'-01',and 10'-0-heights). and side jamb,and 11/16"(17,5mm)at sill.Basic jamb width is 4 9/16" Multi-polntoperateslnsimilar'ash mto single pointbuthastwoadditional (116mm)and may be extended for different wall depths.Factory-applied locking points activated by titling i )on handle after door is closed.Door nailing flange is Installed as part of head and side extrusion. Sill is handle sets may be specified Brig t Brass,Antique Brass,or 011 Rubbed Bronze(optional)andwilloomewi istrikeplateswithheavygaugemillfin- constructgd of a dark bronze one piece pulltruded fiberglass Zpd eA14 ( P ) -( 1�Optional pulltruded fiberglass adjustable threshold Is available ish brass.Optional Polished(;11rc ie,Brushed Chrome;or Powder coat on operating inswing doors.Exterior of frame extrusion Is grooved to ac- White handle sets may be spcci -d and will come with stainless steel ceptaccessories.Multiple panel doors have continuous one piece head strikeplates,ThrowawayconMruc onhandleisprovlded with each handle and sill. Frames are fingerjointed with an option for clear. set.Keyway is Schlage"C". Panel Exterior Insect Scrti ens (Inswing Doors only) Panel is 1 23132"(43.7mm)thick,pine veneered kiln dried softwoods and Charcoal fiberglass screen cloth 18 x 16 mesh)set Into cladding color engineeredwood substrate which iswater repellent preservative treated. matched,040"(I mm)extruclodat minum frame.Standard slldingscreen Selected panel members have TIMSFRSTRAND'" core for added strength available for two and three panel o: iors(not available on doors with handl- and dimensional stability.Door panels over 8'tall are furlher stabilized by capped slll).Screen rides or a$ :of adjustable steel rollers on outside the use of engineered phenolic composite erossbands under the face ve- track.Screen locking latch fnetoi -applied.An outward swing screen is neers.Standard door stiles are 4 9/16"(116mm)in face width. Narrow available for single panel doors ai t is hinged the same as the door panel. stiles on4-0 French doors are 33'116"(81 mm)in face width.Sidelitestiles� Insect screens are Intended to all( v air and light In and to keep insects out. on doors under 2-0 wide are 21/8"(54mm)in face widtYPBottom rails are They are not intended to stop an, me or anything from falling through an 5 5/16"(135mm)in face width on 6 Z heights and 8 5/16'(21 t mm)on all open door.For safety screen!;on her security devices contact your local doors over T-8".Door panels are machine clamped forsquareassembly, building supply retailer. andjolned with coped corners secured with multiple hardwood dowel pins, Full Surroul d Wood Grilles Exteriorsu rfaces arecompletely covered with,060"(1.5mm)extruded alu- minum with cope jointed and sealed corners. Full surround rectangular unlinlsl ;d wood grilles 7/e"(22mm)wide x 3/8" Glazing (9.5mm).Colonial litepatternsar( rtendardwith custom litecutsavailable. [0a 19mm)insulated glass is constructed of two lites of tempered float Air!7pi Ce Grilles hermetically sealed around a continuous roll formed"U"shaped Airspace grilles 5/8"(15.9mn,)wl, 9 mounted between the glass,and color open steel worm edge Intercept""spacer with a specially desl,ncd hot ex a Bronze and Black.Grilles are sus g p p Y q matched to exterior claddingl, pt ed polyurethane sealant.The Insulated glass sandwich features a pendedIn the air cavity and donc zontact the glass surface.As an option, 13mm)captive airspace wish a continuous desiccant matrix applied airspace grilles may orde-adi 5/8"(15-9mm)Contour.5/8"(15.9mm) spacer during the fabrication process.To provide and protect long- or5/16"(7.9mm)Bright Brass,or /8"(15.9mm)7-Tone Beige/White Con- termstructural integrity of this glazing system, a computer controlled tour.See fold-out for limitatlons. ication of durable clear silicone is used to bed the exterior of the insu- glass into the panel.An acrylic sealant is used to bed the interior,All Clad A .CeS3orieS ated glass is manufacturedtocomplywith performance requirements 1 5/8"(41 mm)wide aluminum b -kmould casing with an integral nail fin CC(LevelCBA),ASTME773,andE774, is available in either plaino(stu. ,o channel versions and may befacto- p?"' -a PPGreplatendPrDeeee, ry-applied,Aluminum3l/2"flat- tsing with an Integral nail(in isavailable. Glazing options 11/2"(38mm)retrofit brlckrnoul casing is also available.All above are 3/4'(19mm)tempered insulated glass,3/4"tempered Low E2 insulated .050"(1.3mm)extruded aluminu .Twositesofextrudedframeexpandcr, glasswlthArgon(exceptwhen breather tubes are used),environmentally 17/8"(48mm)and 31/4"(83mm) nay be used alone or In conjunction with tin'I;ed grey or bronze 3/4"tempered insulated or Low Ea glass,obscure 21/8"(54mm)mull expander.St ndard 5/16"(8mm)clad mull coverused tempered insulated or Low E',and other safety Insulated specialty glaz- forjoining doors together.Colon idfinishspecifications for all clad acces- ings per specification (safety laminated, sound deadening).Simulated sories match exterior finish spe Ifications above, Divided Lite(SDL)available with same glazing options except textured Continued on nexrpage. glas surfaces.SDL has extruded aluminum muntin bars 7/6"(22mm), 1 1/8"(28.5 mm),or 1 3/6"(34,9 mm)wide applied to the exterl or glass sur- face.Also available iss 25116"(59mm)SDLberwhlch simulates a double hungcheck rail,lnteriorbars are unfinished cicarwood appliedtothe inte- riorsurface.SDL is standard with a brown internal shadow barto comple- ment the aesthetics and give a true divided lite appearance.As an option, — SDL may be ordered with a silver mill finish sparer bar or without spacer bar. Schedule 4✓02 6-2 BOISE- BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:55 Double 1 3/4 x 9 1/2 VERSA-LAM@) 3100 SP File Name: The Madison.BCC: Level 1\6 21 Job Name: Magruder/Wardman Residence Description: basement beam utility rms(front rt) Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: n 4 1 5 2 Standard Load-40 psf 15 psf Tributary 13-00-00 KK BO B1 2207 Ibs ILL 2478 Ibs LL 917 Ibs DL 1106 Ibs DL Total Horizontal Length-03-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 03-06-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 15 psf 13-00-00 90% Number of Spans: 1 1 1 st fl wall Unf. Lin. Left 00-00-00 03-06-00 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 2nd fl Unf.Area Left 00-00-00 03-06-00 Live 40 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Slope: 0/12 3 B_16 Conc. Pt. Left 01-10-08 01-10-08 Live 623lbs n/a 100% Tributary: 13-00-00 Dead 334lbs n/a 90% 4 2nd fl wall Unf. Lin. Left 01-10-08 03-06-00 Live 0 plf n/a 90% Dead 60 plf n/a 90% 5 attic Unf.Area Left 01-10-08 03-06-00 Live 20 psf 13-00-00 100% Live Load: 40 psf Dead 10 psf 13-00-00 90% Dead Load: 15 psf Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value %Allowable Duration Load Case Span Location Moment 3336 ft-Ibs 23.9% 100% 2 1 -Internal Disclosure Neg.Moment 0 ft-Ibs n/a 100% The completeness and accuracy of End Shear 2093 Ibs 32.6% 100% 2 1 -Right the input must be verified by anyone Total Load Defl. U3008(0.014") 8.0% 2 1 who would rely on the output as Live Load Defl. U4327(0.01") 8.3% 2 1 evidence of suitability for a Max Defl. 0.014" 1.4% 2 1 particular application. The output above is based upon building Notes code-accepted design properties Design meets Code minimum(U240)Total load deflection criteria. and analysis methods. Installation Design meets Code minimum(U360)Live load deflection criteria. of BOISE engineered wood Design meets arbitrary(1")Maximum load deflection criteria. products must be in accordance Minimum bearing length for BO is 1-1/2". with the current Installation Guide Minimum bearing length for B1 is 1-1/2". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAMTM VERSA-LAM(@,VERSA-RIM(g), VERSA-RIM PLUS(@, VERSA-STRAND TM, VERSA-STUD@,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 BOiSEry BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:55 I Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: The Madison.BCC: Level 1\B 21 Job Name: Magruder/Wardman Residence Description: basement beam utility rms(front rt) Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Bolts are assumed to be Grade 5 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt a=2" b I —d b=2-1/2" J� c=2-3/4" d=24" a C • Page 2 of 2 BOiSE" BC CALC® 2003 DESIGN REPORT -US Thursday,August 12,2004 14:55 Triple 1 3/4n x 9 1/2" VERSA-LAM@ 3100 SP File Name: The Madison.BCC: Level 1\6 24 Job Name: Magruder/Wardman Residence Description: basement beam mudrm/work shop Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 115 psf Tributary 13-00-00 rim / "' AL AL BO B1 5471 Ibs LL 5023 Ibs LL 2348 Ibs DL 2150 Ibs DL Total Horizontal Length-06-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-07-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 15 psf 13-00-00 90% Number of Spans: 1 1 B_27 Conc. Pt. Left 03-01-00 03-01-00 Live 7071 Ibs n/a 100% i Left Cantilever: No Dead 3122 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 13-00-00 Moment 20631 ft-Ibs 98.5% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear 7242 Ibs 75.1% 100% 2 1 -Left Total Load Defl. U439(0.18") 54.6% 2 1 Live Load: 40 psf Live Load Defl. U629(0.126") 57.2% 2 1 Dead Load: 15 psf Max Defl. 0.18" 18.0% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-3/4". who would rely on the output as Minimum bearing length for 131 is 1-5/8". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Bolts are assumed to be Grade 5 or higher. of BOISE engineered wood Member has no side loads. products must be in accordance Concentrated loads are not considered in side load analysis. with the current Installation Guide and the applicable building codes. Connectors are: 1/2 in.Staggered Through Bolt To obtain an Installation Guide or if you have any questions,please call 1_b d (800)232-0788 before beginning b=2-1/2" I product installation. c=2-3/4" 1— BC CALC®, BC FRAMER®, BCIS, d=24" a BC RIM BOARDTm, BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, / VERSA-RIM PLUS®, C VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. \ / Page 1 of 1 noises BC CALC®2003 DESIGN REPORT - US Thursday,August 12,2004 14:55 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: The Madison.BCC: Level 1\8_25 Job Name: Magruder/Wardman Residence Description: basement beam mud rm/storage rm Address: 9 Scudder Lane Specifier: BC City State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 2 1 ,5 ,3 4 Standard Load-40 psf l 15 psf Tributary 13-00-00 i. To Yrvr BO B1 5190 Ibs LL 5566 Ibs LL 2457 Ibs DL 2544 Ibs DL Total Horizontal Length-06-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-07-00 . Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 15 psf 13-00-00 90% Number of Spans: 1 1 B_18 Conc. Pt. Left 05-01-10 05-01-10 Live 2340 Ibs n/a 100% Left Cantilever: No Dead 988 Ibs n/a 90% Right Cantilever: No 2 B_27 Conc. Pt. Left 03-01-06 03-01-06 Live 987 Ibs n/a 100% Dead 685lbs n/a 90% Slope: 0/12 3 1stflwall Unf. Lin. Left 00-00-00 05-01-10 Live 0plf n/a 90% Tributary: 13-00-00 Dead 60 plf n/a 90% 4 2nd fl Unf.Area Left 00-00-00 05-01-10 Live 40 psf 13-00-00 100% Dead 10 psf 13-00-00 90% 5 2nd fl wall Unf. Lin. Left 00-00-00 05-01-10 Live 0 plf n/a 90% Live Load: 40 psf Dead 60 plf n/a 90% Dead Load: 15 psf 6 attic Unf.Area Left 00-00-00 05-01-10 Live 20 psf 13-00-00 100% Partition Load: 0 psf Dead 10 psf 13-00-00 90% Duration: 100 Controls Summary Disclosure Control Type Value %Allowable Duration Load Case Span Location The completeness and accuracy of Moment 14655 ft-Ibs 70.0% 100% 2 1 -Internal the input must be verified by anyone Neg. Moment 0 ft-Ibs n/a 100% who would rely on the output as End Shear 7533 Ibs 78.1% 100% 2 1 -Right evidence of suitability for a Total Load Defl. U527(0.15') 45.6% 2 1 particular application. The output Live Load Defl. U778(0.102") 46.3% 2 1 above is based upon building Max Defl. 0.15" 15.0% 2 1 code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets Code minimum(U240)Total load deflection criteria. products must be in accordance Design meets Code minimum(U360)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-3/4". To obtain an Installation Guide or if Minimum bearing length for 61 is 1-7/8". you have any questions,please call Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 nois - BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:55 Triple 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP File Name: The Madison.BCC: Level 1\6 25 Job Name: Magruder/Wardman Residence Description: basement beam mud rm/storage rm Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Bolts are assumed to be Grade 5 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt a=2" } b _d b=2-1/2" c=2-3/4" -1— d=24" a C I Page 2 of 2 noises BC CALC®2003 DESIGN REPORT - US Thursday,August 12,2004 14:55 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP - File Name: The Madison.BCC: Level 1\13_27 Job Name: Magruder/Wardman Residence Description:beam under kitchen to pick up cantilever Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 2 1 Standard Load-40 psf 115 psf Tributary 04-01-0 k BO 131 7071 Ibs LL 987 Ibs LL 3122 Ibs DL 685 Ibs DL Total Horizontal Length-12-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 12-01-00 Live 40 psf 04-01-00 100% Member Type: Floor Beam Dead 15 psf 04-01-00 90% Number of Spans: 1 1 wall Unf. Lin. Left 00-00-00 10-02-08 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 B_20 Conc. Pt. Left 00-00-00 00-00-00 Live 6084 Ibs n/a 100% Dead 2342lbs n/a 90% Slope: 0/12 Tributary: 04-01-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 5312 ft-Ibs 38.1% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 1534 Ibs 23.9% 100% 2 1 -Left Dead Load: 15 psf Total Load Defl. U520(0.279") 46.1% 2 1 Partition Load: O psf Live Load Defl. U926(0.157') 38.9% 2 1 Duration: 100 Max Defl. 0.279" 27.9% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(L/240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 3-3/8". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Bolts are assumed to be Grade 5 or higher. with the current Installation Guide Member has no side loads. and the applicable building codes. Concentrated loads are not considered in side load analysis. To obtain an Installation Guide or if you have any questions,please call Connectors are: 1/2 in.Staggered Through Bolt (800)232-0788 before beginning product installation. a=2, b d BC CALCO, BC FRAMER®, BCIO, b=2-1/2" � BC RIM BOARD-, BC OSB RIM c=2-3/4 BOARD-,BOISE GLULAM-, d=24° a VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and C AJSTm are trademarks of Boise Cascade Corporation. • Page 1 of 1 BOiSE" . BC CALC® 2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2"_VERSA-LAM® 3100 SP File Name: The Madison.BCC: Level 1\13_29 Job Name: Magruder/Wardman Residence Description: 1 st fl beam added for cantilever/kitche Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: n Standard Load-40 psf 115 psf Tributary 01-00-00 oM��i' .,,,s,ass, ,� ur"„ �� ,., .�,,,•` ,5�. "C ^aa y;B ��" +.' ..�� .: 07-07-12 02-05-00 BO B1 153 Ibs ILL 310 Ibs LL 29 Ibs DL 390 Ibs DL Total Horizontal Length-10-00-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. . Start End Type Value Trib. Dur. S Standard-Load Unf.Area Left 00-00-00 10-00-12 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 15 psf 01-00-00 90% Number of Spans: 2 1 wall Conc.Pt. Right -00-00-00 -00-00-00 Live 0 Ibs n/a 90% Left Cantilever: No Dead 107 Ibs n/a 90% Right Cantilever: Yes 2 porch ceiling Conc. Pt. Right -00-00-00 -00-00-00 Live 34 Ibs n/a 100% Dead 67lbs n/a 90% Slope: 0/12 i Tributary: 01-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 691 ft-Ibs 5.2% 100% 2 2-Left Neg.Moment -691 ft-Ibs 4.9% 100% 2 1 -Right Live Load: 40 psf End Shear 131 Ibs 2.0% 100% 4 1 -Left Dead Load: 15 psf Cont.Shear 313 Ibs 4.9% 100% 2 2-Left Partition Load: 0 psf Total Load Defl. 2xU3806(0.015") 4.7% 5 2-Right Support Duration: 100 Live Load Defl. U13612(0.007") 2.6% 4 1 Total Neg. Defl. -0.005" 1.1% 5 1 Disclosure Max Defl. 0.015" 1.5% 5 2-Right Support The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(2xU180)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for B1 is 3". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if .Concentrated loads are not considered in side load analysis. you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BCCALCO, BC FRAMER®, BCI®, a-2 b d BC RIM BOARD- BC OSB RIM b-3 BOARD-,BOISE GLULAM- c= 8 12" VERSA-LAM®,VERSA-RIM®, d= -1 • VERSA-RIM PLUS®, VERSA-STRANDTm, C VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. • • I Page 1 of 1 BoiswBC CALC®2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: The Madison.BCC: Level 1\13 5 Job Name: Magruder/Wardman Residence Description: Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: n 2 Standard Load-4o psf 1110 psf Tributary 01-00-00 z , �e �k u BO 131 1242 Ibs LL 503 Ibs LL 614 Ibs DL 263 Ibs DL Total Horizontal Length-12-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 12-01-00 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 B_6 Conc. Pt. Left 03-05-04 03-05-04 Live 574 Ibs n/a 100% Left Cantilever: No Dead 386 lbs n/a 90% Right Cantilever: No 2 stair attachmentUnf.Area Left 00-00-00 03-05-04 Live 40 psf 05-00-00 100% Dead 15 psf 05-00-00 90% Slope: 0/12 Tributary: 01-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 4404 ft-Ibs 31.6% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 1592 Ibs 24.8% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U726(0.2") 33.1% 2 1 Partition Load: 0 psf Live Load Defl. U1114(0.13") 32.3% 2 1 Duration: 100 Max Defl. 0.2" 20.0% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Bolts are assumed to be Grade 5 or higher. with the current Installation Guide Member has no side loads. and the applicable building codes. Concentrated loads are not considered in side load analysis. To obtain an Installation Guide or if you have any questions,please call Connectors are: 1/2 in.Staggered Through Bolt (800)232-0788 before beginning product installation. a=2" b d BC CALC®; BC FRAMER®, BCI®, b=2-1/2" _l__ BC RIM BOARD rm, BC OSB RIM c=2-3/4" BOARD-, BOISE GLULAMTM', d=24' a VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOIST®and C AJSTm are trademarks of Boise Cascade Corporation. • Page 1 of 1 BC CALC®2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: The Madison.BCC: Level 1\6_6 Job Name: Magruder/Wardman Residence Description: 1st fl beam right of stair Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: d Standard Load-40 psf 115 psf Tributary,04-04-00 BO 61 574 Ibs LL 574 Ibs LL 386 Ibs DL 287 Ibs DL Total Horizontal Length-06-07-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-07-08 Live 40 psf 04-04-00 100% Member Type: Floor Beam Dead 15 psf 04-04-00 90% Number of Spans: 1 1 wall Unf. Lin. Left . 00-00-00 03-00-00 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location i Tributary: 04-04-00 Moment 1497 ft-Ibs 10.7% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 716 Ibs 11.1% 100% 2 1 -Left Total Load Defl. U3358(0.024") 7.1% 2 1 Live Load: 40 psf Live Load Defl. U5293(0.015") 6.8% 2 1 Dead Load: 15 psf Max Defl. 0.024" 2.4% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 61 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+112 intermediate bearing particular application. The output Connector Manufacturer: Simpson Strong-Tie®Company Inc. above is based upon building code-accepted design properties Connection Diagram and analysis methods. Installation Consult project design professional of record or BOISE technical representative for connection design of BOISE engineered wood Bolts are assumed to be Grade 5 or higher. products must be in accordance Member has no side loads. with the current Installation Guide and the applicable building codes. Connectors are: 1/2 in.Staggered Through Bolt To obtain an Installation Guide or if you have any questions,please call a=2„ b d (800)232-0788 before beginning b=2-1/2" product installation. c=2-3/4" �— BC CALC®, BC FRAMER®, BCI®, d=24" a BC RIM BOARDTm, BC OSB RIM R77 4 BOARD-, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, C VERSA-STRAND rm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 uoisw BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Single 9 1/2" AJSTM 10 APG File Name: The Madison'BCC: Level 1\J 03 Job Name: Magruder/Wardman Residence Description:joist under kitchen with cantilever Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ISR-1144 Misc: �27 Ci7 Standard Load-40 psf 115 psf OC Spacing 16" "ilk .aM our„ ' ,' �§5..,,, ., r h 08-00-00 Ak 02-00-00 BO, 1-1/2" B1,5-1/4" 213 lbs LL 376 lbs LL 31 lbs DL 343 lbs DL Total Horizontal Length-10-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 10-00-00 Live 40 psf 16". 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 1 wall Conc. Pt. Right 00-00-00 00-00-00 Live 0 lbs n/a 90% Left Cantilever: No Dead 107 lbs n/a 90% Right Cantilever: Yes 2 porch ceiling Conc. Pt. Right 00-00-00 00-00-00 Live 34 lbs n/a 100% Dead 67lbs n/a 90% Slope: 0/12 OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Moment 563 ft-lbs 19.0% 100% 2 2-Left Neg.Moment -563 ft-lbs 19.0% 100% 2 1 -,Right Live Load: 40 psf End Reaction 245 lbs 21.4% 100% 4 1 -Left Dead Load: 15 psf Int. Reaction 718 lbs 24.5% 100% 2 1 -Right Partition Load: 0 psf Cont.Shear 364 lbs 31.4% 100% 2 1 -Right Duration: 100 Total Load Defl. 2xL11644(0.029") 10.9% 5 2-Right Support Live Load Defl. U3111 (0.031") 15.4% 4 1 Disclosure Total Neg. Deft. -0.014" 2.8% 5 1 The completeness and accuracy of Max Defl. 0.029" 2.9% 5 2-Right Support the input must be verified by anyone Span/Depth 10.1 n/a 1 who would rely on the output as evidence of suitability for a Cautions particular application. The output Design assumes Top and Bottom flanges to be restrained at cantilever. above is based upon building code-accepted design properties Notes and analysis methods. Installation Design meets Code minimum(2xU180)Total load deflection criteria. of BOISE engineered wood Design meets User specified(U480)Live load deflection criteria. products must be in accordance Design meets arbitrary(1")Maximum load deflection criteria. with the current Installation Guide Minimum bearing length for BO is 1-1/2". and the applicable building codes. Minimum bearing length for 131 is 5-1/4". To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s).=Clear Span+1/2 min.end bearing+1/2 intermediate bearing you have any questions,please call(800)232-0788 before beginning Connector Manufacturer: Simpson Strong-Tie®Company Inca product installation. BC CALCO, BC FRAMERO, BCIO, BC RIM BOARDTm, BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJST"'^ are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®2003 DESIGN REPORT - US Thursday,August 12,2004 14:56Boisw Single 9 1/2" AJSTM 10 APG File Name: The Madison.BCC: Level 1\J_11d Job Name: Magruder/Wardman Residence Description: 1 st fl joist at cantilevel Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ISR-1144 Misc: V37 �27 �17 Standard Load-40 psf 115 psf OC Spacing 16". s�/+ r'`��F��,r�,.,/ 6G%r i< „s,v:.,✓mq; rc�4'a .,w ,.. ,,,r^ :; ..e.. •,r+: e.F+,', & K,�;�,�;- � C,'�s� ' 02-00-00 14-00-00 131,5-1/4" B2, 1-1/2" 611 Ibs LL 373 Ibs LL 382 Ibs DL 112 Ibs DL Total Horizontal Length-16-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 16-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 15 psf 16" 90% Number of Spans: 2 1 ext wall Conc.Pt. Left 00-00-00 00-00-00 Live 0 Ibs n/a 90% Left Cantilever: Yes Dead 107 Ibs n/a 90% Right Cantilever: No 2 ceiling Conc.Pt. Left 00-00-00 00-00-00 Live 14 Ibs n/a 100% Dead 27lbs n/a 90% Slope: 0/12 3 roof Conc. Pt. Left 00-00-00 00-00-00 Live 94 Ibs n/a 115% OC Spacing: 16" Dead 40 Ibs n/a 90% Repetitive: Yes Construction Type:Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 1545 ft-Ibs 52.2% 100% 2 2-Internal Dead Load: 15 psf Neg.Moment -711 ft-Ibs 20.9% 115% 3 1 -Right Partition Load: 0 psf End Reaction 476 Ibs 41.6% 100% 2 2-Right Duration: 100 Int. Reaction 885 Ibs 30:2% 100% 2 2-Left Cont.Shear 551 Ibs 47.5% 100% 2 2-Left Disclosure Total Load Defl. U698(0.241 ) 34.4% 5 2 The completeness and accuracy of Live Load Defl. U842(0.199") 57.0% 5 2 the input must be verified by anyone Total Neg. Defl. -0.076" 15.3%. 5 1 -Right Support who would rely on the output as Max Defl. 0.241" 24.1% 5 2 evidence of suitability for a Span/Depth 17.7 n/a 2 particular application. The output above is based upon building Cautions code-accepted design properties Design assumes Top and Bottom flanges to be restrained at cantilever. and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets User specified(U240)Total load deflection criteria. with the current Installation Guide Design meets Code minimum(2xU240)Live load deflection criteria for cantilever spans due to roof loads. and the applicable building codes. Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. To obtain an Installation Guide or if Design meets arbitrary(1")Maximum load deflection criteria. you have any questions,please call Minimum bearing length for B1 is 5-1/4" (800)232-0788 before beginning Minimum bearing length for B2 is 1-1/2". product installation. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOISTO and AJS'rm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSEn . BC CALC®2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: The Madison.BCC: Level 2\13 18 Job Name: Magruder/Wardman Residence Description: 2nd fl beam over kitchen(back right) Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 2 Standard Load-40 psf 110 psf Tributary 13-00-00 AM BO 61 2340 lbs LL 2340 lbs LL 988 lbs DL 988 lbs DL Total Horizontal Length-06-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-00-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 1 2nd fl wall Unf. Lin. Left 00-00-00 06-00-00 Live 0 plf n/a. 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 06-00-00 Live 20 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Slope: 0/12 Tributary: 13-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 4992 ft-lbs 35.8% 100% 2 1 -Internal Neg.Moment 0 ft-lbs n/a 100% Live Load: 40 psf End Shear 2450 lbs 38.1% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U1113(0.065") 21.6% 2 1 Partition Load: 0 psf Live Load Defl. U1583(0.045") 22.7% 2 1 Duration: 100 Max Defl. 0.065" 6.5% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Bolts are assumed to be Grade 5 or higher. with the current Installation Guide Member has no side loads. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 1/2 in.Staggered Through Bolt you have any questions,please call (800)232-0788 before beginning a=2„ b d c 2 /4" product installation. b=2-1/2" = -3 � BC CALC®, BC FRAMER®, BCI®, d=2 a BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTPA, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM, C VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. 0 Page 1 of 1 BOiSEry . BC CALCO 2003 DESIGN REPORT- US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: The Madison.BCC: Level 2\13_19 Job Name: Magruder/Wardman Residence Description:2nd fl beam over laundry Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: n 2 Standard Load-40 psf 11 psf Tributary 13-00-00 x%/.io,AK,`/ rir (6///yi��,t al(rii it �', ,.. "g r as r q i BO B1 1935 Ibs ILL 2553 Ibs LL 599 Ibs DL 999 Ibs DL Total Horizontal Length-06-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 06-06-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 1 B_16 Conc. Pt. Left 04708-00 04-08-00 Live 632 Ibs n/a 100% Left Cantilever: No Dead 334 Ibs n/a 90% Right Cantilever: No 2 2nd fl wall Unf. Lin. Left 04-06-00 06-06-00 Live 0 plf n/a 90% Dead 60 plf n/a 90% Slope: 0/12 3 attic Unf.Area Left 04-08-00 06-06-00 Live 20 psf 13-00-00 100% Tributary: 13-00-00 Dead 10 psf 13-00-00 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 4872 ft=Ibs 34.9% 100% 2 1 -Internal Dead Load: 10 psf Neg. Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Shear 2674 Ibs 41.6% 100% 2 1 -Right Duration: 100 Total Load Defl. U1052(0.074") 22.8% 2 1 Live Load Defl. U1418(0.055") 25.4% 2 1 Disclosure Max Defl. 0.074" 7.4% 2 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(L/240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(V)Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for B1 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Bolts are assumed to be Grade 5 or higher. To obtain an Installation Guide or if Member has no side loads. you have any questions,please call(800)232-0788 before beginning Concentrated loads are not considered in side load analysis. product installation. Connectors are: 1/2 in.Staggered Through Bolt BC CALCO,BC FRAMERO, BCI@, a=2„ I) d BC RIM BOARD- BC OSB RIM =2-1/2" BOARDTM BOISE GLULAMTM', b=2-3/4" �— VERSA-LAM@,VERSA-RIMO,: d 24" a VERSA-RIM PLUS@, VERSA-STRAND'"^, VERSA-STUDO,ALLJOISTO and AJST"'are trademarks of Boise Cascade Corporation: C Page 1 of 1 BOiSEry . BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4"x 9 1/2" VERSA-LAM@) 3100 SP File Name: The Madison.BCC: Level 2\6_2 Job Name: Magruder/Wardman Residence Description:2nf floor beams over bay windows Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 I 4 2 Standard Load`-40 psf 110 psf Tributary 07-00-00 x r z ie BO 61 2588 Ibs LL 2588 Ibs LL 1796 Ibs DL 1796 Ibs DL Total Horizontal Length-11-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 11-03-00 Live 40 psf 07-00-00 100% Member Type: Floor Beam Dead 10 psf 07-00-00 90% Number of Spans: 1 1 2nd fl wall Unf.Lin. Left 00-00-00 11-03-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 11-03-00 Live 20 psf 07-00-00 100% Dead 10 psf 07-00-00 90% Slope: 0/12 3 gable Unf. Lin. Left 00-00-00 11-03-00 Live 0 plf n/a 90% Tributary: 07-00-00 Dead 80 plf n/a 90% 4 roof Unf.Area Left 00-00-00 11-03700 Live 40 psf .01-00-00 100% Dead 10 psf 01-00-00 90% Live Load: 40 psf Controls Summary Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: O psf, Moment 12330 ft-Ibs 88.3% 100% 2 1 -Internal Duration: 100 Neg. Moment 0 ftdbs n/a 100% End Shear 3767 Ibs 58.6% 100% 2 1 -Left Disclosure Total Load Defl. U240(0.562") 99.8% 2 1 The completeness and accuracy of Live Load Defl. U407(0.331") 88.4% 2 1 the input must be verified by anyone Max Defl. 0.562" 56.2% 2 1 who would.rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2". of BOISE engineered wood Minimum bearing length for 61 is 1-1/2". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. Connection Diagram To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design you have any questions,please call Bolts are assumed to be Grade 5 or higher. (800)232-0788 before beginning Member has no side loads. product installation. BC CALCO, BC FRAMER®, BCIO, Connectors are: 1/2 in.Staggered Through Bolt BC RIM BOARD'- BC.OSB RIM a=2" b d BOARD- BOISE GLULAM- b=2-1/2" VERSA-LAM®,VERSA-RIM®, c=2-3/4" VERSA-RIM PLUS®, d=24„ a VERSA-STRANDTm VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. C • Page 1 of 1 BOiSE" . BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM@ 31.00 SP File Name: The Madison.BCC: Level 2\6 20 Job Name: Magruder/Wardman Residence Description:2nd fl beam over kitchen/ha ll(back left) Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: n 2 3 Standard Load-40 psf 11,0 psf Tributary 13-oo-o6 N 07-08-12 Alk 03-09-04 BO 61 B2 1783 Ibs LL 6084 Ibs LL 1350 Ibs LL 486 Ibs DL 2342 Ibs DL 257 Ibs DL Total Horizontal Length-11-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 11-06-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 2 1 B_15 Conc. Pt. Left 06-02-00 06-02-00 Live 878lbs n/a 115% Left Cantilever: No Dead 470 Ibs n/a 90% Right Cantilever: No 2 2nd fl wall Unf. Lin. Left 06-02-00 11-06-00 Live O plf n/a 90% Dead 60 plf n/a 90% Slope: 0/12 3 attic Unf.Area Left 06-02-00 11-06-00 Live 20 psf .13-00-00 100% Tributary: 13-00-00 Dead 10 psf 13-00-00 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 4608 ft-Ibs 33.0% 100% 2 2-Left Dead Load: 10 psf Neg. Moment -4608 ft-Ibs 33.0% 100% 2 1 -Right Partition Load: 0 psf End Shear 1596 Ibs 24.8% 100% 2 1 -Left Duration: 100 Cont.Shear 4059 Ibs 54.9%° 115% 3 1 -Right Uplift 656 Ibs n/a 4 2-Right Disclosure Total Load Defl. U1180(0.079") 20.3%° 4 1 The completeness and accuracy of Live Load Defl. U1519(0.061") 23.7% 4 1 the input must be verified by anyone Total Neg. Defl. -0.012" 2.5% 4 2 who would rely on the output as Max Deft 0.079" 7.9% 4 1 evidence of suitability for a particular application. The output Cautions above is based upon building Uplift of 656 Ibs found at span 2-Right. code-accepted design properties and analysis methods. Installation Notes of BOISE engineered wood Design meets Code minimum(U240)Total load deflection criteria. products must be in accordance Design meets Code minimum(L/360)Live load deflection criteria. with the current Installation Guide Design meets arbitrary(1")Maximum load deflection criteria. and the applicable building codes. Minimum bearing length for BO is 1-1/2". To obtain an Installation Guide or if Minimum bearing length for 61 is 3". you have any questions, please call Minimum bearing length for B2 is 1-1/2". (800)232-0788 before beginning Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 mina end bearing+1/2 intermediate bearing product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARD-, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA-LAMO,VERSA-RIMS, VERSA-RIM PLUS@, VERSA-STRANDT"', VERSA-STUDO,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 BOiSE- BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: The Madison.BCC: Level 2\13 20 Job Name: Magruder/Wardman Residence Description:2nd fl beam over kitchen/hall(back left) Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Bolts are assumed to be Grade 5 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt a=2" b d b=2-1/2" t c=2-3/4" d=24" a 7111 C • Page 2 of 2 BOISE' BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,200414:56 Quadruple 1 3/4" x 9 1/2" VERSA=LAMO 3100 SP File Name: The Madison.BCC: Level 2\13_3 Job Name: Magruder/Wardman Residence Description:2nd dl beam over kitchen under bath Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 77 \66 \s/ 1 I 5 4 3 2 Standard Load-40 psf 1 10 psf ry01-00-00111 1-00-00 ii,: 6 BO B1 8143 Ibs LL 7908 Ibs LL 4641 lbs.DL 4669 Ibs DL Total Horizontal Length-16-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 16-03-00 Live 40 psf 01-00-00 100% Member Type: Floor Beam Dead 10 psf 01-00-00 90% Number of Spans: 1 1 2nd fl ex wall Unf. Lin. Left 00-00-00 16-03-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 house attic Unf.Area Left 00-00-00 16-03-00 Live 20 psf 01-00-00 100% Dead 10 psf 01-00-00 90% Slope: 0/12 3 House roof Unf.Area Left 00-00-00 16-03-00 Live 30 psf 14-00-00 115% Tributary: 01-00-00 Dead 15 psf 14-00-00 90% 4 porch attic Unf.Area Left 00-00-00 16-03-00 Live 5 psf 05-00-00 100% Dead 10 psf 05-00-00 90% 5 Porch Roof Unf:Area Left 00-00-00 16-03-00 Live 35 psf 05-00-00 100% Live Load: 40 psf Dead 15 psf 05-00-00 90% .Dead Load: 10 psf 6 B_20 Conc. Pt. Left 02-02-00 02-02-00 Live 1783 Ibs n/a 100% Partition Load: 0 psf Dead 480 Ibs n/a 90% Duration: 100 7 B_15 Conc. Pt. Left 02-02-00 02-02-00 Live 878 lbs n/a 100% Dead 470lbs n/a 90% Disclosure 8 B_18 Conc. Pt. Right 02-02-00 02-02-00 Live 2340 Ibs n/a 100% The completeness and accuracy of Dead 988 Ibs n/a 90% the input must be verified by anyone who would rely on the output as Controls Summary evidence of suitability for a Control Type Value %Allowable Duration Load Case Span Location particular application.The output Moment 44939 ft-Ibs 140.0% 115% 3 1 -internal above is based upon building Neg. Moment 0 ft-Ibs n/a 100% code-accepted design properties End Shear 11887 Ibs 80.4% 115% 3 1 -Left and analysis methods. Installation Total Load Defl. U89(2.197") 270.4% 3 1 of BOISE engineered wood Live Load Defl. U143(1.368") 252.6% 3 1 products must be in accordance Max Defl. 2.197 219.7% 3 1 with the current Installation Guide and the applicable building codes. Cautions To obtain an Installation Guide or if you have any questions,please call Member has insufficient Moment resistance to carry loads. (800)232-0788 before beginning Member is insufficient to carry loads for Code minimum load deflection at limit of U240. product installation. Member is insufficient to carry loads for Code minimum Live load deflection at limit of U360. Member is insufficient to carry loads for Maximum load deflection at limit of 1". BC CALCO, BC FRAMER®,BCI®, BC RIM BOARD- BC OSB RIM Notes BOARD-, BOISE GLULAMT"' Minimum bearing length for BO is 2-1/8". VERSA-LAM®,VERSA-RIM®, Minimum bearing length for 61 is 2-1/8". VERSA-RIM PLUS®, Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing VERSA-STRANDTm, VERSA-STUD@,ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of,2 BOISE- BC CALL® 2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Quadruple 1 3/4" x 9 1/2" VERSA-LAM®3100 SP File Name: The Madison.BCC: Level 2\B_3 Job Name: Magruder/Wardman Residence Description:2nd dl beam over kitchen under bath Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Bolts are assumed to be Grade 5 or higher. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 1/2 in.Staggered Through Bolt a=2 b �d b=2-1/2" c=2-3/4" d 24" a C Page 2 of 2 BOISE- BC CALC®2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Single 9 1/2" AJSTM 10 APG File Name: The Madison.BCC: Level 2\J_12c Job Name: Magruder/Wardman Residence Description: 1 st&2nd fl joist Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf PC Spacing 16" 1P IA iAk 'x 2 '12AL BO,3-1/2" B1, 1-1/2" 373 Ibs ILL .373 Ibs LL 93 Ibs DL 93 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area. Left 00-00-00 14-00-00 Live 40 psf 16 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1633 ft-Ibs 55.1% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% OC Spacing: 16" End Reaction 467 Ibs 40.8% 100% 2 1 -Right Repetitive: Yes Total Load Deft. U671 (0.25") 35.8% 2 1 Construction Type:Glued Live Load Defl. U839(0.2") 57.2% 2 1 Max Defl. 0.25" 25.0% 2 1 Live Load: 40 psf Dead Load: 10 psf Span/Depth 17.7 n/a 1 Partition Load: 0 psf Notes Duration: 100 Design meets Code minimum(U240)Total load deflection criteria. Disclosure Design meets User specified(U480)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 3-1/2". the input must be verified by anyone Minimum bearing length for 131 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a Connector Manufacturer: Simpson Strong-Tie®Company Inc. particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAMTM VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND'rm, VERSA-STUD®,ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 . BOiSE" BC CALC®2003 DESIGN REPORT - US Thursday,August 12,200414:56 Single 9 1/2" AJSTM 10 APG File Name: The Madison.BCC: Level 2\J_13a Job Name: Magruder/Wardman Residence Description:2nd fl joist Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf l 10 psf OC Spacing 16" z I 11-07-12 Ak 14-00-02 Ak 80, 1-1/2" B1,3-1/2" B2,3-1/2" 275 Ibs LL 861 Ibs LL 323 Ibs LL 53 Ibs DL 215 Ibs DL 73 Ibs DL Total Horizontal Length-25-07-14 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 25-07-14 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1406 ft-Ibs 47.5% 100% 2 2-Left Slope: 0/12 Neg. Moment -1406 ft-Ibs 47.5% 100% 2 1 -Right OC Spacing: 16" End Reaction 329 Ibs 28.7% 100% 4 1 -Left Repetitive: Yes Int. Reaction 1076 Ibs 36.7% 100% 2 2-Left Construction Type:Glued Cont.Shear 567 Ibs 48.9% 100% 2 2-Left Uplift 8 Ibs n/a 5 1 -Left Live Load: . 40 psf Total Load Defl. L/1033(0.163") 23.2% 5 2 Dead Load: 10 psf Live Load Defl. L/1225(0.137") 39.2% 5 2 Partition Load: 0 psf Total Neg. Defl. -0.046" 9.2% 5 1 Duration: 100 Max Deft 0.163" 16.3% 5 2 Span/Depth 17.7 n/a 2 Disclosure The completeness and accuracy Of Notes the input must be verified by anyone Design meets Code minimum(L/240)Total load deflection criteria. who would rely on the output as Design meets User specified(L/480)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(1")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-1/2". above is based upon building Minimum bearing length for B1 is 3-1/2". code-accepted design properties Minimum bearing length for B2 is 3-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood Connector Manufacturer: Simpson Strong-Tie®Company Inc. products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMER®,BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"' ` VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Pagel of'1 BOISE- BC CALCO 2003 DESIGN REPORT -US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: The Madison.BCC: Level 3\13 15 Job Name: MagruderMardman Residence Description: attic beam.(back over bathroom) Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable, Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-20 psf 11,0 psf Tributary I 11,110011M WE BO 131 878 Ibs LL 878 Ibs LL 470 Ibs DL 470 Ibs DL Total Horizontal Length-06-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf:Area Left 00-00-00 06-09-00 Live 20 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 Left Cantilever: No . Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 2274 ft-Ibs 16.3% 100% 2 1 -Internal Slope: 0/12 Neg.Moment O ft-Ibs n/a 100% Tributary: 13-00-00 End Shear 1032 Ibs 16.0% 100% 2 1 -Left Total Load Defl. U2172(0.037") 11.1% 2 1 Live Load Defl. U3336(0.024") 10.8% 2 1 Max Defl 0.037" 3.7% 2 1 Live Load: 20 psf .Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1.is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability fora Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Bolts are assumed to be Grade 5 or higher. code-accepted design properties and analysis methods. Installation Member has no side loads. of BOISE engineered wood Connectors are: 1/2 in.Staggered Through Bolt products must be in accordance with the current Installation Guide a=2„ b d and the applicable building codes. b=2-1/2" To obtain an Installation Guide or if you have any questions,please call c=2-3/4" a (800)232-0788 before beginning d=24" product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARDTM', BC OSB RIM C BOARD-, BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUSO, VERSA-STRAND TM, VERSA-STUD@,ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1 BOiSwBC CALL®2003 DESIGN REPORT - US Thursday,August 12,2004 14:56 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: The Madison.BCC: Level 3\B_16 Job Name: MagruderMardman Residence Description:attic beams(front) Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: . John Squibb Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-20 psf 110 psf Tributary 13-00-00 ,<rl BO B1 623 Ibs LL 623 Ibs LL 334 Ibs DL 334 Ibs DL Total Horizontal Length-04-09-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 04-09-08 Live 20 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %.Allowable Duration Load Case Span Location Moment 1146 ft-Ibs 8.2% 100% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-Ibs n/a 100% Tributary: 13-00-00 End Shear 641 Ibs 10.0% 100% 2 1 Left Total Load Defl. U6072(0.009") 4.0% 2 1 Live Load Defl. U9324(0.006") 3.9% 2 1 Max Defl. 0.009" 0.9% 2 1 Live Load: 20 psf Dead Load: 10 psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a Connection Diagram particular application. The output Consult project design professional of record or BOISE technical representative for connection design above is based upon building Bolts are assumed to be Grade 5 or higher. code-accepted design properties Member has no side loads. and analysis methods. Installation of BOISE engineered wood Connectors are: 1/2 in.Staggered Through Bolt products must be in accordance with the current Installation Guide a=2" b d and the applicable building codes. b=2-1/2" To obtain an Installation Guide or if c=2-3/4" —1— you have any questions,please call d=2 a (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER®, BCIS, BC RIM BOARD M, BGOSB RIM C BOARD- BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTM'are trademarks of Boise Cascade Corporation. Page 1 of 1` Boisw BC CALCO 2003 DESIGN REPORT - US Thursday,August 12,2004 14:57 Single 9 1/2" AJSTM 10 APG File Name: The Madison.BCC: Level 2\J_14a Job Name: Magruder/Wardman Residence Description: Address: 9 Scudder Lane Specifier: BC City,State,Zip: Barnstable,Ma Designer: Bill Campbell Customer: John Squibb Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" 71, 00 «mow„A„ w.ro�,,. .�2, ..k�iF 4. c .»Ar..�<... :�, tom,,,,,:,,; «. .,ua.: z,,.. ,,..:.. _.m ...- .., ,.,,,�»� a... MW 11-07-12 Ak 14-00-02 BO, 1-1/2" B1,3-1/2" B2,3-1/2" 275 Ibs LL 861 Ibs LL 323 Ibs LL 53 Ibs DIL 215 Ibs DL 73 Ibs DL Total Horizontal Length-25-07-14 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 25-07-14 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 1406 ft-Ibs 47.5% 100% 2 2-Left Slope: 0/12 Neg.Moment -1406 ft-Ibs 47.5% 100% 2 1 -Right OC Spacing: 16" End Reaction 329 Ibs 28.7% 100% 4 1 -Left Repetitive: Yes Int.Reaction 1076 Ibs 36.7% 100% 2 2-Left Construction Type:Glued Cont.Shear 567 Ibs 48.9% 100% 2 2-Left Uplift 8 Ibs n/a 5 1 -Left Live Load: 40 psf Total Load Defl. U1033(0.163") 23.2% 5 2 Dead Load: 10 psf Live Load Deft U1225(0.137") 39.2% 5 2 Partition Load: 0 psf Total Neg. Defl. -0.046" 9.2% 5 1 Duration: 100 Max Defl. 0.163" 16.3% 5 2 Span/Depth 17.7 n/a 2 Disclosure The completeness and accuracy of Notes the input must be verified by anyone Design meets Code minimum(U240)Total load deflection criteria. who would rely on the output as Design meets User specified:(U480)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(1")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-1/2". above is based upon building Minimum bearing length for 61 is 3-1/2". code-accepted design properties Minimum bearing length for B2 is 3-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood Connector Manufacturer: Simpson Strong-Tie®Company Inc. products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD.-, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 r�� ,,. .. � � � � � � � �� l�tC �. � - r, ,�' 1 N t At-BK. lay PC.9" J 1 Q _ s od3 e� Lpjoc, I ti l 2• 47h N W o Wwt,& 460 V14 I �•/ WADI. I ' J • CERTIFIED PLOT PLAN LOCATION SCALE . . s Bo DATE PLAN REFERENCE ,qf?A!G ,Lod as IIs .5140MI.v 0A1 /�L.,46Ae. .Sj,s' . . . . . . . ..... .. . C _ PGs iG OF o`T EDVIXN D �►LEY i CERTIFY THAT THE .��!!�A• ! ,r-��rT No. 26100 S° SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON; S�ONAL L6.�oS DATE .'!!a,�,{L, Too:¢ SA�2�h/ 'O(M6- 4,o'b&X -��T' / REGISTERED,�L D SURVEY p Bk 15382 Ps I69 �62716 07-19-2002 al 12 s 510 Lot 5, Indian Trail, Barnstable Barnstable County, Massachusetts QUITCLAIM DEED I, Beatrice H. Magruder,with an address of 241 Indian Trail, Barnstable, Massachusetts, 02630 ("Grantor")for consideration paid and in full consideration of One ($1.00) Dollar grant to Samuel H. S. Magruder, Trustee of Magruder Real Estate Trust, u/d/t dated June 29, 1984, and recorded with the Barnstable County Registry of Deeds in Book 6062, Page 064, with an address of 28 Billings Park, Newton, Massachusetts, 02458 ("Grantee") WITH QUITCLAIM COVENANTS The property on Indian Trail, Barnstable, Barnstable County, Massachusetts, as described in Exhibit A, attached hereto and made a part hereof. For Grantor's title, see deed recorded with the Barnstable County Registry of Deeds in Book 3828, Page 46, and Estate Tax Release for Lloyd B. Magruder, Jr.,who died January 12, 1999, and whose probate is filed with Barnstable County Probate Court as Docket No. 99P0262EP-1, recorded as above in Book 12899, Page 146. Property Address: Lot 5, Indian Trail Barnstable, Massachusetts 02630 Grantee Address: c/o Samuel Magruder, Trustee 28 Billings Park Newton, Massachusetts 02458 Executed as sealed instrument,thiQpn�L_day of June, 2002. � 4�1- c Beatrice H. Magruder 1 512059_1 Bk 15382 Pa170 062716 COMMONWEALTH OF MASSACHUSETTS SS. '",.w," , 2002 Then personally appeared the above named Beatrice H. Magruder, and acknowledge the foregoing instrument to be her free d deed, before me, Notary Pub Pol"A My commission expires,,'' cc I-ft � P a 2 512059_1 Bk 15382 Pa171 *62716 Lot 5, Indian Trail, Barnstable Barnstable County, Massachusetts EXHIBIT A That property, with any improvements thereon, shown as Lot #5 on a plan entitled "Plan of Land in Barnstable, (Cummaquid) MA. For Beatrice H. Magruder dated November 16, 2001, Edward F. Kelley, Reg. Prof. Land Surveyor" recorded with the Barnstable County Registry of Deeds herewith, being more particularly bounded and described as follows: Easterly by Indian Trail, 179.71 feet; Northerly by land of the Magruder Real Estate Trust, shown as Lot#1 on a Plan recorded as above in Plan Book 370, Page 39, and Lot#4, as shown on said first mentioned Plan, and by land conveyed to the Massachusetts Audubon Society, Inc., and shown as Lot #4 4 on a plan recorded with the Barnstable County Registry of Deeds in Plan Book 503, Page 76, in three (3) courses, 170.00 feet, 232.99 feet, and 138.34 feet respectively; Westerly by land of owners unknown, 235.00 feet; and Southerly again by land of owners unknown, 525.00 feet; Containing a total area of 2.471 acres of land, being 1.761 acres, more or less, of upland and 0.71 acres, more or less,of wetland,according to said first named plan. Said Lot #5 is conveyed together with the benefit of a 30-foot wide easement across Lot#1 as shown on a Plan recorded as above in Plan Book 370, Page 39, and as set forth in the deeds recorded as above in Book 5459, Page 104, Book 6062, Page 71, and Book 6102, Page 255. Said Lot #5 is also conveyed with the benefit of an easement across Lot 4, as shown on said first mentioned plan, commencing at the said 30-foot wide easement across Lot #1, and extending in a general westerly direction, as shown on said first mentioned plan, and as set forth in the deed to Samuel H. S. Magruder, Trustee of 241 Indian Trail Qualified Personal Residence Trust recorded herewith. 5120591 3 BARNSTABLE REGISTRY Of DEEDS eoo� erc N W C(ii'GED MASSACHUSETTS AUDUBON SOCIETY _ N 50 W JUL 19 P 12 i 1 p3 IP-' S86°12'31°E 236.84 N g N Ck LOCUS MAP SCALE 1%1000' W— — E ZONE RF-I MINIMUM FRONTAGE•20 FT. �i',�� Lo O MINIMUM AREA-43,560SQ.FT. IP � ' SHAPE 6' a ASSESSORS MAP 319 LINE PARCEL 145-1 ^"� -i� N 86°12'31"W 158.68 LOT G I CERTIFY THAT THIS PLAN ODNFORMS WITH THE RULES AND REGULATIONS SHAPE FACTOR=15.6 a OF THE REGISTER OF DEEDS. MINIMUM WIDTH-125 FT. _-�"- ,'4�!. TOTAL AREA = 1.839 ACRES 9� NOV. 16,2001 ��•�� P '�! FRONT YARD SETBACK-30 FT. a4/ UPLAND = I.809 ACRES f M SIDE YARD 9 REAR YARD SETBACK•15 FT. /O 4 REG.PROF.LAND SURVEYOR ALA°4r 0) �P? :' WET-LAND=0.03 ACRES f J o r ' a MASSACHUSETTS AUDUBON SOCIETY � © 9 I- /� N _ -AL IP / O LLOYD B. MAGRUDER,JR.a 3 PLAN OF LAND SAMUEL H.S.MAGRUDER,TR. N IN o� fiK. P .132 BARNSTABLE,( ) I � — M sit.SK.BK. 503 PG.76 � O CUMMAQUID MQ. 1 - N ` _ 3 cn FOR I — — — N BEATRICE H. MAGRUDER 0 Nov. 16,2001 0 20 40 80 �N,N Q SCALE IN FEET 1"=40' ~ _ \ Z EDWARD E. KELLEY 35"E- 138.34,' ; ►P i - -- — REG.PROF. LAND SURVEYOR EASEMENT_ BOX 51 - --_ `� __ l !. g� ° - - __, 30 WIDE ----_�_�-� — , r -- 4 2p,03"iE _-- _ = CB _ CB CUMMAQUID,MA.02637 232.99 S 860 12'31"E 170.00 1 BRAL N �6 — 7 (N l 0 =; f O - _ — Z: N APPROVAL UNDER THE SUBDIVISION No$ S LOT 5 CONTROL LAW NOT REQUIRED. SHAPE FACTOR=19.5 ti 3 DATE).....cx.7.4Lq►.% ....... — � _ TOTAL_ AREA= 2.471 ACRES of O — — _ — UPLAND= 1.761 ACRES* � p; N BARNSTABLE PLANNING BOARD 4 ; S; WIET-LAND=0.71 ACRES f Z M N NO DETERMINATION AS TO COMPLIANCE - - — —i WITH THE ZONING ORDINANCE REQUIREMENTS 3 HAS BEEN MADE OR INTENDED BY THE ABOVE ENDORSEMENT OF THIS PLAN. rD N86°I2'31"W 525.00 - a py JAMES S. DAVIS, TRUSTEE BK.1459 PG.209 DEED REF-BK.3828 PG.46 PLAN REF.-PL.BK.503 PG.76 I � f � If f � f � � f 1 - - -- J, NIN 49N i l � . � t FOOTPRINT LOCATION B n RUDEARDMAN RESIDENCE PLAN NORMS &NORMS ASSOCIATES 1 448 Huron Avenue,Cambridge,MA 02138 A I • 1 (617)354-5801 4yIT ':, .1111, Y ...'r O oM `► Q S1"vN� �-�T�rNr►�� mvp 5 VIA/ D g �uN orJ � NG. T� /a'' Carle, /UWV ( �' Sr,ZW ► - � � alb �� -_� - �-T7p,� v1WA 6 VVA to :: I dX 15 JrG fa y eED m 70 Z Jo cZZI m o cn o o\rn m m v SITE PLANMAGRUDER/WARDMAN RESIDENCE -7 I o Barnstable, MA NOMS &NOMS ASSOCIATES `v 448 Huron Avenue Cambridge,MA 021 b 38 g A 1 .2 (617)354-5801 0All— �� fI Q N� � Gam; nriN, a Cot�TZJ�wrx�S ZZ x 12 v� �,n►J� fir' Ye ol fib00 _ - `t L 1�J 0 i V"A W� i � At., W Z oODOC I d I h�l +r CIIA vIll Jxp-ON .{!'/^fin 1 JI r_ ✓I K.. x. v.�.v rt. - lk Oro Ion r- g H 01 —�k- N�lf✓ e, d'v�N� Fence+ wttipo kn WKIO Ta bpi! ALE, H --- - - i _ C� N ' i _i 11 . w j �j Wdop 5 1 j V-C"AFF f } E �- _ __ � � -G� 1ST �,Z" - q�l 14--r vmt'60 '� i w : �pUB m� 1N1�oV�J� V - . I 'I NMIXI �. �rx'If Li Ll v' �sr t 1v _ 4 d M . � N f , Z .R Aff W ... ....... x � M UD r° .. lP• _ i o , _ ._. t ^ V1 M 00 ITO .. 1 lX D Glur fo i l i . 1 10 ' G VIP - f "' a , W � e . : M O - a. . U - . �n1'ga 1"�7M p�v : wpm 16HIA*5 PAP LAW 09 jz J;5 ou PIP up s S-ruua- P1v, WN ? "Pit Vow Y 0 �n - i wrro Ak ZO 77 i r, :n 7777 Ire , Q - GL� Q �j l �. is - hh. Q' A : a I _ ,x T7 4 _. ice . I rt , : �T '' ' V 3 CAI INN& �o . _ Y r - tK � 1 III I w 44 • t : i 5 1YF - . 00 APOLUP c Y , : , Alw Irt� ASPHAL;r Nit )tzaer-NG �.. = �► �G�� BEM o • CoGI-AF PolArNI S - I O CATibN 5 AIr � \ w 5 V IZ N z M r ! o W iYN �Tr p-f-6oZIO-rl I,r 1 I v N n O m J U 1 - A WITH . o GM►a- 130 4 GumAr!'��2�n1� � 2a , , 78 � v • 9 , spI.TIN� s �X cos W ,r F?cv Y W $rT /t�561,A-riaN $AM-V* Vtrllo� IM Ge"f 'c�ArS GU�T�� 1•d��aulZ' � \ . � A L► O I�IkY ' Wwvows AT N*TH CLAv Dvu13110 {+UNIO W St~I M 6PArT Pr-a . x S W D. '(p-►M PTP, (--rqp),� � ►rtln� wrftt p -t 9 8Ar I N�UI XrjdM �ptlY wo. 6H75erM N l AT f5A5 a 2 xlo Wp M LNG wrrN g B�rT° tN�ucTtoN d Goo�Dt NAB'( llh�ov7 w�Ti� a .A �8o GMI� 1813� a t l o x x ,,< VAfbF $AfAW-P- 41 ��rlN TI l� �►� �V►I N. < a J OI 41Z ppFf - WALL SECTION MAGRUDERMARDMAN RESIDENCE �t�t3�o4 Barnstable MA NORRIS& NORRIS ASSOCIATES A-4,2 448 Huron Avenue,Cambridge, MA 02138 (617)354-5801 ------------------------------------------ Multiple Member Beams Multiple Member Beams Joist hanger Side Loaded Connection LEGEND Side Loaded Connection 1 3/4"Versa-Lam AJS'"Blocking Panel. Toe nail rim board to plate w Ith 2%"(Sd)nails at 1/2"dia. Bolt b Use 3" 10d nails at 6"o.c. Rim board and AJS fide-by-side. Nail Pattern ( ) Nail rim board and rlm oast with ( ) 6"o,c.or w Ith 31 16d Halls at 12"o.c. 2%"(Sd)nails at 6"O.C. Bearing Wall Below i i Max.Uniform Load (Ibs.per lln,ft.) 16d common nails. / 12"o.c. Number of Max.Uniform Load 24"o.c. 12"o.c. 6"o.c. See chart Members � ((bs.per In.ft) Nail each end _Bearin Wall Above 1 3/4"Versa-Lam with 1 -3" / _ _ g _ _ _ _ _ _ _ _ Number of 2 rows 3 rows (10d)nail Load Bearing / / \ ' 1 2 500 1000 2000 Members — _ _ _ _ _ _ _ _ _ _ _ _ Bolt .9 1/2"dia. — 2"min. 2 520 780 Walls `. Bolt(b) 3 375 750 1500 �` NS: BY: —A- Non-BearingWall Below F7 3(a) sg0 585 `\ i T 4(a) 330 670 1330 i i 2"min. (a)7"w ide members must be loaded from both sides. it Non-Bearing Wall Above � pp g (a) Nail pattern for 3-piece member must occur on both sides. -i y (b)Design values apply to Common bolts(grade 5 or higher) ��— Solid block all OStS from \ i - — — — — — — — — — — Use flat washers each side and drill holes 1/2"dia. % p \ — 1 Staggered 1/ minimum end bearing length above to bearing below. _ — — — _ — — — — — — (c}All values in the table above may be Increased 16%for snow loaded roofs ai g 25%for non-snow roofs w here code allow s. Nail values may be increased by 15°%for snow-load at all floor and roof details. 1-2%"(8d)nail for \ roofs and by 25°%for non-snow roofs where each joist flange Versa-Lam Post Below Post Above LVL beam building code allows. Attachment at End �qrRim B LVL Header OO�enin�c. Exterior End W II Su art N F19 N.T.S. F13-C N.T.S. I j Post Above& Below I I I I I I I i I I I i I I I I ; I l I ; I 14 - -------------� ' I ' I -` --------------- _ 4- ___ I J L_ I 5 � l ---- - -- - .. �--- --- - + 4 --- --------------- 4 I 5 #i �4 I I 10t2) I I Q 4 I � r_ 4 i 7=� I 4 7(2) 4 y- i I 4 I 7(2) is ......... I Notes: 3 2 I 14 ,i ------ 4 14 Shop drawings, typical detai s i s3 7 and framing plans, outlinin 9(2)• Installation procedures and nit 3 ,_ -2— submitted identification marks,shall t- for approVal by t e 3 -_ ,_ 2 project architect and/or engin or. —. Exact quantities and lengths re $ the responsibility of the contractor. 3 2 4 and jolsts at their exact locations. The floor system (1 joist, LVL) are 3 designed for floor loads only. 3 Roof loads from rafters, bract g, —11_� 8 2 -------1 and beams must bear on exte 'or ( )__m 4 walls and interior walls with b aring _____ _______ ' ___ ----- _ ------ straight through to a footing. ny --1-4 1— _-___J 1 __--_- 912} -- — l I roof loads carried by the floor s stem �; ,.,_ '- TTmust be so indicated on the fro ing ; --- - 4� - -- -` `- 1 13 = L- _. -- -� I ----- 2(2} 2(2) plan submitted to us for take- tt. 4 ' J. 1 i 14--.W...__ - Product to be stored, handled nd START FRAMING H _. ._.. 4 _ ._ - .. - ,. ._ .- -� r ,�4 installed In accordance wit ERE 14[L6 -, 3 manufacturer's recommendati ns. Level 2 Al 9 1/2" AJS 1014� I 16" OCSL=_ Level eve .011 1 /4 1 i 1 /4" I I I I I I Level 2 Level 3 Framing Schedule - Nominalized Framing Schedule- Nominalized I M Mark Qty Description Length Mark Qty Description Length I 1 8 9 1/2"AJS7m 10 APG 261011 1 2 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP 8' 0" 'I 2 5 9 1/2"AJS TM 10 APG 2410" 2 4 1 3/4" x 9 l/2"VERSA-LAM®3100 SP 6' 0" Leve12 - 3 10 9 1/2"AJST"" 10 APG 16' 0" Accessory Schedule i I j 4 20 9 1/2"AJS"rm 10 APG 141011 Qty Manufacturer Product Description v 5 6 9 1/2"AJS TM 10 APG 12' 0" 4 Simpson Strong-Tie Inc. HGUS410 3-1/2 x 9-1/4 to 14 V-Lam race MountCn a v 6 1 9 1/2"AJS"m 10 APG 4' 01' 1 Simpson Strong-Tie Inc. HUC410 Concealed Flange 3-1/2 V-Lam Face Mount 7 8 1 3/4"x 9 1/2"VERSA-LAMB 3100 SP 12' 0" CU °d a- C 44 Simpson Strong-Tie Inc. ITT39.5 2-1/2 x 9-1/2 Top Flange cv v 8 5 1 3/4"x 9 1/2"VERSA-LAMS 3100 SP 10' 0" C a) :-� m I 9 4 1 3/4"x 9 112"VERSA-LAMS 3100 SP 8' 0" .c > 10 2 1 3/4"x 9 1l2"VERSA-LAM®3100 SP 6' 0" FOR APPROVAL � � J a cCo � 11 2 1 3/4"x 9 1/2"VERSA-LAMB 3100 SP 4' 0" Cv = 12 1 STEEL BEAM BY OTHERS 181011 13 BLK 9 1/2"AJSTm 10 APG 201011 i 14 TL 1 1/8"x 9 1/2" BC OSB RIM BOARDTM 136' 0" I i BC FRAMER®2002 SCALE: 1/4" = V-0" DATE: 8/12/2004 I BY: BC I i FILE: Squibb Scudder Lane Barnstable,b DWG: I , i ._-Last Saved Date:_8/12/2004 10:09 AM__..- ---.-.-_ ._.. _.-_- - .___----_--_-__._ _.. .--_-------_-__---._ -_ ..........- - .. Multiple Member Beams Multiple Member Beams LEGEND - Side Loaded connection Joist hanger REVISIONS: BY: Side Loaded Connection rM , 1/2"dia. Bolt b) 1 3/4"Versa-Lam AJS Blocking Panel. , Use 3" 10d nails at 6"o.c. 1 Toe nail rim board to plate w Ith 2/ (8d)nails at � Rim board and AJS"'side-by-side. Nail Pattern ( ) 6"o.c.or wAh 3/ 16 nails at 12'o.c. . . Bearing Wall Below ( � Nall nm board and nmpist with Max U i inform Load (Ibs,per Iin.ft,) 16d commorl nails. A 2'/ (Sd)nails at 6'o.c. Number of 12°O.C. \ \ Members 24"o.c. 12"o.c, 6"o.c. See chart Max.Uniform Load — (Ibs.perin.ft.) Nail each end Bearin W all A bove _ g 1 3/4"Versa-Lam_ with 1 3" Number of — — — — — 2 rows 3 rows 10d nail\1 2 500 1000 2000 Members ( ) — Load Bearing L _ _ _ _ _ _ .— _ _ _ _ _ Bolt Spacing 9 i III,I �12"dia. Bolt(b) 2"min. 2 520 780 \ Walls 3 375 750 1500 Non-Bearing Wall Below _ _- i 4(a) 330 670 1330 1 2"min. (a)7'w ide members must be loaded Prom both sides. Non-BearingWall Above (b)Design values apply to common bolts(grade 5 or higher) a Nail pattern for 3-piece member must occur on both sides. --� ( ) P p i I — — — — — — — — — ii; AWL Use flat w ashers each side and drill holes 1/2"dia. Solid block all posts from \ \ Staggered — c All values in the table above play be increased 15%for snow loaded roofs ai 1/z" minimum end bearing length _ _ - _ _ _ _ _ - _ _ { ) o above to bearing below. 25k for non-snow roots where code allows. Nail values may be increased by 15%for snow-load at all floor and roof details. 1-2'!s"(Sd)naiflfor / o roofs and by 25/o for non_ l0 snow roofs where each' istflange Versa-Lam Post Below Post Above building code allows. LVL beam vpMultiple Member Connection Bolt Multiple Member Connection Nail Attachment at End kin Panels at Interior Bearin Post Load Transfer Rim Board LVL Header Opening Exterior End Wall Su �rt p F13-D L , F50 F49 F 13-E F08 F 14-A F 19F 13-C ® N.T.S. — 9Pp N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. Post Above& Below U) H w0p www ili — of Lu w � � > w z Lu = wm �- � p z J I— J Level 1 Q Framing Schedule- Nominalized Mark Qty Description Length START FRAMING HERE 1 1 9 1/2"AJSTM 10 APG 28' 0" Level 1 Al 2 9 9 1/211 AJS TM 10 APG 26' 0 9 1/2 AJS A 10 15 r1 �,, -- - .---- _�- : .. 3 2 91/2"AJSTM 10APG 201011 16 OCS III T-- ---- - -- --� STAR FRAMING HERE 1352)' 13(2) TM 1 T0011*1 15 1 5 4 8 9 1/2 AJSTM 10 APG 18 0 Level 1 A2 -------------------_— r i - - -- - - --� - ---- ----- ------- =r 5 12 91/2"AJSTM 10 APG 161011 Loo- 'r'" 9 1/2" AJS 10 6 ' -'i —6 rt I 6 11 9 1/2"AJSTM 10 APG 14' 0" 10 2) 10 2) 16 OCS -= 15 I 6 I I 6 11 M 1 11 7 10 9 1/2 AJST 10 APG 12 0 1 ' I H3 I 1 -.a � 6 6 " T Notes: � 7 7 7 7 7 7 7 8 2 9 1/2 AJS TM IO APG 2 0 f �I I ' I 15 1 15 5 I 6 I 9 4 1 3/4"x 9 1/2"VERSA-LAM@ 3100 SP 14' 0' Shop drAWIngs, typical details t �. " I H3 I I and framing plans, outlining ,,� 11 5 ° - ' Q ° 6 10 4 1 3/4"x 9 1/2"VERSA-LAM®3100 SP 12 0 installation procedures and unit M� identification marks shall be IL L a L a L L J L ar 11 3 1 3/4"x 9 1/2"VERSA-LAM®3100 SP 10' 0" ' 49 2 6 submitted for approval by the I ——12(3)� ( } 12 3) � I 11 11 1 11 project architect and/or engineer. 4 2 12 9 1 3/4 x 9 1/2 VERSA-LAM®3100 SP $ 0 Exact quantities and ledgths are 151 I I I I ° 14 9D15 " the res onsibilit of the contractor. 13 10 13/4 x 9 1/2 VERSA-LAM®3100 SP 4 0 P Y4 1— Contractor is to verify all beams 14n TM 1 n14 BLK 9 1/2 AJS 10APG 64 0 and Diets at their exact locations. I --- 9 2 , II j4 ( ) -- - M. �--- ------- 2 11 11 The floor system (I joist, LVL)are BC OSB RIMI � s� � , � deslgnld.for floor loads only. 15 TL 1/8 x 9 1/2 4 2and beams must bear on exterior 12(2) 2 walls and Interior walls wit II r 1 I straight through to a footing. Any I— �a � 11 5 2 14, roof loads carried by the floor system I I I i I I I must be so Indicated on the framing LL 1 5 i t- 2 '' plan submitted to us for take-off. 1 o— 1 HZ I Product to be stored, handled and t_ i ---- 2—11 -1 5 ■ ( ) 3install@d in accordance with r r " �I manufacturer's recommendations. I � 13 2) 143 ►' ' 15 -_ _____ �__- I ---- 15 5 4---___ s — �-� 5 2 15 Level 1 5 I 13 2) I I 2 13(2) ;� Accessory Schedule Qty Manufacturer Product Description �5 ..� � ------ ------------- ------ 7_ 14 I i 7 15 2 Simpson Strong-Tie Inc. HGUS410 3-1/2 x 9-1/4 to 14 V-Lam Face Mount 15 15 4 15 _ ______ _�_l__ _ 1 Simpson Strong-Tie Inc. HUC410 Concealed Flange 3-1/2 V-Lam Face Mount 4 15 28 Simpson Strong-Tie Inc. ITT39.5 2-1/2 x 9-1/2 Top Flange Level 1 /4�� _ r.0�� a) U C rJ 1 � O Of vy N 'zi O O -O C Q_ U 5 co N E N O in -O > O N L •� Ico 2 'M^ > VJ FOR APPROVAL = ca BC FRAMER® 2002 SCALE: 1/4" = 1'41 DATE: 8/12/2004 BY: B C FILE: Squibb Scudder Lane BarnstableA ' I DWG: SHEET: 1 /2 i i Last Saved Date: 8/12/2004 10:09 AM Print Date: 8/12/2004 2:35 PM I II I I