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HomeMy WebLinkAbout0035 SAMANTHA DRIVE _ _ A. At 1 35 Skii‘Actvrv-Kok -ii:koe, °V , . , II I a • Commonwealth of Massachusetts • Sheet Metal Permit Date: Permit# -c)d- Estimated Job Cost: $ Permit Fee: $ 81.6 00 Plans Submitted: YES NO Plans Reviewed: YES NO Business License# 542 Applicant License# Business Information: Property Owner/Job Location Information: Name: Murphy's Name: LoCkoø4 i-lomes Street: 34 White's Path Street: 3 Samantha Drive City/Town: South Yarmouth City/Town: Cummaquid Telephone: 508-760-1660 Telephone: 508-328-8596 Photo I.D. required/ Copy of Photo I.D. attached: YES X NO Staff Initial J-1 /M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family X Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. X over 10,000 sq. ft. Number of Stories: 1 Sheet metal work to be completed: New Work: X Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney /Vents Air Balancing Provide detailed description of work to be done: IA VAC a ve-twortiC E-xhAugt - ktks, 3A-tkroo nig 1-- r VAL I I • INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes 2/No❑ If you have checked Yes,indicate the type of coverage by checking the appropriate box below: A liability insurance policy Er Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the Insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box0,I hereby certify that all of the details and Information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: By E 'Master Title ❑Master-Restricted City/Town ❑Journeyperson Signature of Licensee Permit# OJoumeyperson-Restricted License Number: a Fee$ ❑ Check at www.mass.gov/dpl Inspector Signature of Permit Approval Blower Door Test Report Infiltration Test Results Building Address: Cam*, tiM Swam Address: 35 Samantha Drive City/State/Zip: Barnstable, MA o263o Building & Test Information: Customer Info: Date of Test: 7/2/2o2o Name: Joe Venturoso Co. Name: Lockewood Building Corp Time of Test: ioao AM Address: 843 Upper Union St State/Zip: Franklin, MA 02,o38 Sq Ft Conditioned Area: 2,795 Phone: p: 5o8-328-8596 Email: e: lockewood@comcast.net Volumn: 25,496 TEST Information: Depressurize: ✓ Pressurize: Fan Model/SN: Retrotec 2000 / FTooio96o Gauge/SN: DM32 /400iao Flow Ring Installed: B Initial Baseline pressure (Pa): 0.7 Set Building Pressure (Pa): 50 Final Baseline pressure (Pa): o.o Test Results: Targets Based on 2015 IECC: CFM50: 1013.o CFM50: 1274.8 or less ACH50: 2.38 ACH50: 3.00 or less Test Results: PASSED Comments: HERS Rater Name & Certification#: Michael Goldstein #2036091 ih HERS Rater Signature & Date: jek 07/02/20 I � HOME ENERGY RATERS LLC BUILDING PERFORMANCE TESTING Duct Leakage Report 35 Samantha Drive Test Mode Barnstable Pressurization 07/02/2020 Test Pressure 25.0 Pascals Murphy's Testing Equipment 2015 IECC Energy Code Minneapolis IF= Total CFM@25 or Total Duct Leakage Percentage 104.00 0.03 Total Square Footage 3000.00 Maximum Allowable Leakage 120.00 HVAC Duct Test 180 State Rd Suite 2U, Sagamore Beach,MA 02562.508-833-3100•energycodehelp.com•info@energycodehelp.com powered bycgocarnas WWW.gocanvas.com 82739CC5-79E3-48C5-A25A-98226300( 120 I J • HOME ENERGY RATERS LLC BUILDING PERFORMANCE TESTING Unconditioned 3000 B 104 0.03 Basement _ae . anw Om, I 1 • 180 State Rd Suite 2U,Sagamore Beach,MA 02562.508-833.3100•energycodehelp.com •info@energycodehelp.com powered by gocanvas www.gocanvas!com 827.339CC5-79E3-48C5-A25A-9822530D0120 HOME ENERGY RATERS LLC BUILDING PERFORMANCE TESTING All testing results recorded in this report have been verified by: Chris Mazzola RTIN#-8873503 ICC - 8344213 (.:6211,.(G).,}4 All testing was conducted in compliance with RESNET standards and protocols,the 780 CMR 51 Massachusetts Base Code, Stretch Code requirements and ASHRAE 62.2. In low infiltration homes, ventilation systems are vital to indoor air quality. Each newly constructed home must meet the 2013 ASHRAE 62.2 minimum ventilation specifications. Ventilation testing completed measures and ensures a healthy natural air exchange in the home. The fans installed in this home do not meet ASHRAE specifications and would require a programmable timer control to operate the fan independent of the on/off switch. Relative humidity levels in the home can have negative effects of the indoor quality. Testing contained in this report only verifies Fan Flow Rate, it is the Licensed CSL's Responsibility to ensure the required systems are installed. 180 State Rd Suite 2U,Sagamore Beach,MA 02562.508-833-3100•energycodehelp.com •info@energycodehelp.com powered byggoconvos www.gocanvas.com 82739CC5-79E3-48C5-A25A-9822530D01220 Atlas Insulation co,, Inc, 116 Danielson Pike , North Scituate, Rhode Island 02857 �' (401)647-2500 FAX(401)647-2545 __I r www.atlasinsulation.com Energy Certificate License #649 Date: 4/29/2020 Invoice Date: 4/28/2020 Street Address: 3S Samantha Dr City/Town: Barnstable, MA Area Thickness R Value Material Flat Ceiling 15" R49 Net& Blow Cellulose Insulation Slopes 5.25" R38 Two Pound Density Closed Cell Spray Foam Garage Ceiling 9.5" R30 Kraft Faced Batts Basement Ceiling 9.5" R30 Kraft Faced Batts Cold Ceiling 15" R49 Net& Blow Cellulose Insulation First Floor Cold Ceiling 5.25" R38 Two Pound Density Closed Cell Spray Foam Exterior Walls 5.5" R21 Kraft Faced Batts Kneewalls 5.5" R21 Kraft Faced Batts Stairwell Walls 3.5" R15 Kraft Faced Batts Stairwell Under 9.5" R30 Kraft Faced Batts Garage/House Wall 5.5" R21 Kraft Faced Batts Garage Walls 5.5" R21 Kraft Faced Batts First Floor Master Bed Walls 3.5" R11 Unfaced Sound Attenuation Batts Blockers 5.25" R21 Half Pound Open Cell Spray Foam Party Walls 5.5" R21 Kraft Faced Batts Foam Manufacturer: Carlisle-SealTite Eddie Weidele Estimator INSULATION SEAMLESS GUTTERS CLOSET SHELVING FIREPLACES 2015 IECC Certificate 35 Samantha Drive, Barnstable, MA 02630 rBuilding;Envel pe Insulation �.� Ceiling R-49.0 Above Grade Walls R-21.0 Foundation Walls R-0.0 Exposed Floor R-30.0 Slab None Infiltration Htg: 1013 Clg: 1013 CFM50 Duct R-8.0 Total Duct Leakage TBD CFM®25 Pascals Window Data U-Factor I SHGC —77 Window 0.280 0.250 jMechanieal Equipment ' HEAT: Fuel-fired air distribution, Natural gas, 96.5 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Electric, 0.92 EF, 50.0 Gal. 'Buiide�or;Design.Professonal , X* s, , Signature Blower Door Results: 2.4 ACH @ 50pa 2015 IECC requires 3.0 ACH @ 50pa or less. Duct Test Results: TBD 2015 IECC requires 4.0%Total Leakage or less. 3csal - �, y ENERGY STAR Qualified Homes 'FNERGYST Thermal Bypass Inspection Checklist Home Address: 35 Samantha Drive City: Barnstable State:MA Thermal Bypass Inspection Guidelines Corrections Builder Rater N/A Needed Verified Verified 1. Overall Air Barrier Requirements: and Thermal Insulation shall be installed in full contact with sealed interior and exterior air barrier except for alternate to interior air barrier Barrier Alignment under item no.2(Walls Adjoining Exterior Walls or Unconditioned Spaces) All Climate Zones: 1.1 Overall Alignment Throughout Home ❑ 0 ❑✓ 0 1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space) 0 0 ❑✓ 0 1.3 Attic Eave Baffles Where Vents/Leakage Exist 0 0 0 0 Only at Climate Zones 4 and Higher: 1.4 Slab-edge Insulation(A maximum of 25%of the slab edge may be ❑ ❑ ❑ 0 uninsulated in Climate Zones 4 and 5.) Best Practices Encouraged,Not Req'd.: 1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher) 0 ❑ 0 0 1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPs, ICFs) 0 0 0 0 2. Walls Adjoining Requirements: Exterior Walls or . Fully insulated wall aligned with air barrier at both interior and exterior,OR Unconditioned • Alternate for Climate Zones 1 thru 3,sealed exterior air barrier aligned with RESNET Grade 1 insulation fully supported Spaces • Continuous top and bottom plates or sealed blocking 2.1 Wall Behind Shower/Tub ❑ 0 0 0 2.2 Wall Behind Fireplace 0 ❑ 0 0 2.3 Insulated Attic Slopes/Walls 0 0 0 0 2.4 Attic Knee Walls ❑ ❑ 0 0 2.5 Skylight Shaft Walls 0 0 0 0 2.6 Wall Adjoining Porch Roof 0 ❑ 0 0 2.7 Staircase Walls 0 0 0 0 2.8 Double Walls ❑ 0 0 0 3. Floors between Requirements: Conditioned and • Air barrier is installed at any exposed fibrous insulation edges Exterior Spaces • Insulation is installed to maintain permanent contact with sub-floor above including necessary supports(e.g.,staves for blankets,netting for blown-in) • Blanket insulation is verified to have no gaps,voids or compression. • Blown-in insulation is verified to have proper density with firm packing 3.1 Insulated Floor Above Garage ❑ 0 0 0 3.2 Cantilevered Floor 0 ❑ 0 0 4. Shafts Requirements: Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with caulk or foam(provide fire-rated collars and caulking where required) 4.1 Duct Shaft 0 El0 0 4.2 Piping Shaft/Penetrations 0 0 00 4.3 Flue Shaft El ❑ 0 0 5. Attic/Ceiling Requirements: Interface • All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed with caulk,foam or tape • Movable insulation fits snugly in opening and air barrier is fully gasketed 5.1 Attic Access Panel(fully gasketed and insulated) 0 0 ❑ 0 5.2 Attic Drop-down Stair(fully gasketed and insulated) 0 0 0 0 5.3 Dropped Ceiling/Soffit(full air barrier aligned with insulation) ❑ 0 0 El 5.4 Recessed Lighting Fixtures(ICAT labeled and sealed to drywall) ❑ 0 0 0 5.5 Whole-house Fan(insulated cover gasketed to the opening) ❑ 0 0 0 6. Common Walls Requirements: Between Dwelling Gap between drywall shaft wall(i.e.,common wall)and the structural framing between units is fully sealed at all exterior Units boundary conditions C.,:.) 6.1 Common Wall Between Dwelling Units El 0 0 0 ,. Home Energy Rating Provider: RATERusa Rater Inspection Date: 4/28/2020 Builder Inspection Date: r; Home Energy Rater Company Name: Are Ugreen Builder Company Name: Home Energy Rater Signature: i Builder Employee Signature: C/ py�!� 19 IMPORTANT: SELLER MAKES NO WARRANTIES: SEE REVERSE SIDE OR ELECTRONIC ATTACHMENT FOR IMPORTANT TERMS AND CONDITIONS. IF THERE • IS NO REVERSE SIDE OR ELECTRONIC ATTACHMENT.SELLER WILL FURNISH THE REGULAR TERMS AND CONDITIONS UPON REQUEST. This order is subject to the terms and conditions set forth on the reverse Side or electronic attachment,and by accepting the below REMIT TO: INVOICE materials,you agree to those terms and conditions. �� Seller represents that with respect to the production of the articles and/or the performance IIIII L M../ ABC SUPPLY CO-MBA#737 of the services covered by this invoice,it has fully complied with section 12(A)of the Fair J 0- �® PO BOX 415636 Labor Standards Act of 1938,as amended. Supply Co. inc. BOSTON MA 02241-5636 T/D symbols are described on the reverse side or electronic attachment. Returns must be made in accordance with ABC's Return Policy.A copy of this policy is available upon request. LATE PAYMENT CHARGE: All accounts past due will be subject to a monthly late payment (608)368-2562 charge,not to exceed the maximum allowable by state or federal law. p When you provide a check as payment,you authorize us either to use the information from your check to make a one-time electronic fund transfer from your account or to process the payment as a check transaction. For inquiries,please call the number provided. I SOLD TO: SHIP TO: 132 1 MB 0.439 E0092X 10174 D5963775653 S2 P7234887 0001:0002 Ii,IIII'IIIIiIIIIIIIIilIIIII'III'IIIII111111IIuuIII,II,IIIIIIu.IIIII 1144;s° '1-511 d4 A: LOCKEWOOD BUILDING CORP LOT 6 _ 843 UPPER UNION ST 35 SAMANTHA DRIVE FRANKLIN MA 02038-2583 BARNSTABLE MA 02630-0000 INVOICE DATE SHIP DATE PAGE 03/18/20 03/18/20 1 of 1 INVOICE NO. CUSTOMER ORDER NO. SHIP VIA I MAIN ACCOUNT NO. I CUSTOMER NO. TERMS I SALES REP 90256035 LOT 6-WINDOWS OTG 176337 176338 END OF MONTH 552H ITEM NUMBER 'ITEM DESCRIPTION, s : U/MT/D QUANTITY QUANTITY UNIT - - EXTENDED SHIPPED- BACKORD PRICE PRICE ABC#552 WORCES—ER OUR TRUCK GROUND 93PWS00072 PDH3457 RO 2V/1CONT 6-9/16 CASE EA 7 0 400.86 2,806.02 93PWS00094 PDH3057 RO 2V/1CONT 6-9/16 CASE EA 1 0 392.90 392.90 93PWSO0115 PDH3460 RO 2V/1CONT 6-9/16 CASE EA 2 0 414.37 828.74 93PWS00147 PDH3465 RO 2V/1CONT 6-9/16 CASE EA 1 0 416.79 416.79 93PWS00148 PDH3453-2 RO 2V/1CONT 6-9/16 CASE EA 1 0 720.46 720.46 93PWS00173 PDH3457-2 RO 2V/1CONT 6-9/16 CASE EA 1 0 732.64 732.64 93PWS00178 - PDH3665-2 RO 2V/1CONT 6-9/16 CASE EA 1 0 784.23 784.23 93PWS00179 PDH3448 RO TEMP 2V/1CONT 6-9/16 CAS —PA•fslertf4444P EA 2 0 468.73 937.46 93PWSO0180 PDH3457 RO TEMP 2V/1CONT 6-9/16 CAS EA 1 0 506.22 506.22 93PWS00184 PDH3860-3 RO TEMP 2V/1 6-9/16 CASE EA 1 0 1,462.23 1,462.23 93PWS00188 PD-4P 140-3/4X80 RO NOGRD FJP CASE . EA 1 0 2,802.71 2,802.71 93PWS00197 DHT7214 RO 6CONT 6-9/16 CASE EA 1 0 337.61 337.61 93PWS00206 A2424 RO 2VCONT 6-9/16 CASE EA 1 0 397.84 397.84 e, AIM IN AI! amim MN `MEW IMI I I I i W : 1 I I I ( I; I 1 I I qI t t ' TOOLS EQ,UIPMENTa&ACCESSORIESi: .R.• —RICHS 0; Supply Co.inc. PROFESSIONAL BUILDING CONTRACTORS (CATALOG DIVISION. �.,:,1 �,xh,a, I �� �I.,M 1 -,:, ,, ,I�.,_,.,;I 1_,.,.,_ I ,_,.,I, ,l., ,I, .(__,_,. �Ia. 1,, .JA.... I ,,.I-.,u 1=.1 ; I I I I I I 1 1 SUBTOTAL 13,125.85 I SUBTOTAL AMOUNT + FREIGHT + SALES TAX TOTAL MA PAYABLE IN 13,125.85 0.00 820.37 U.S.DOLLARS 13,946.22 • www.abcsupply.com • www.abccatalog.com 0001:0002 l PURCHASE AGREEMENT TERMS AND CONDITIONS OF SALE AMERICAN BUILDERS&CONTRACTORS SUPPLY CO.,INC. 1.Any purchase made on credit requires that Buyer have on file with American Builders&Contractors Supply Co.,Inc.("Seller")an approved Credit Application.Buyer further confirms Buyer's consent to Seller's Credit Agreement,the terms and conditions of which have been read by Buyer and are incorporated by reference herein.All accounts past due are subject to a monthly late payment charge,not to exceed the maximum allowed by applicable state and federal law. 2.Seller acknowledges and accepts Buyer's order;however,Seller's acknowledgement and acceptance is expressly conditioned upon Buyer's acceptance of the terms and conditions herein. No terms or conditions other than those stated herein,whether contained in Buyer's purchase order,shipping release,or elsewhere,and no written or oral agreement that purports to vary these terms and conditions is binding upon Seller unless set forth in writing,signed by Seller's authorized representative.All negotiations,proposals and representations are merged herein,and this writing constitutes the complete and exclusive statement of the terms and conditions of this Purchase Agreement between Buyer and Seller.In the event Buyer fails to accept this Purchase Agreement in writing,Buyer's consent to the terms and conditions herein is conclusively presumed,either from Buyer's failure to object within ten days in writing or from Buyer's acceptance or use of the material delivered hereunder.Unless Buyer notifies Seller in writing to the contrary prior to making a purchase,Buyer hereby represents and warrants that any employee or agent action on Buyer's behalf is authorized by Buyer and Seller may rely upon such representation. 3.In any case in which Seller makes delivery,Buyer will pay Seller's customary shipping charges.Delivery will be made at the project site or other place of delivery adjacent to the closest public right of.way.Title and risk of loss passes to Buyer upon delivery of the goods.Should Buyer not be present to accept delivery,Buyer authorizes Seller to unload the goods and leave - them at the delivery destination.Buyer releases Seller and will indemnify and hold harmless Seller from and against any and all claims demands,actions,causes of action,cost,expenses,and attorneys'fees arising out of or in connection with any and all injury including death,to any person or persons(whether third parties or agents,servants,or employees of Buyer),any and all • damages to or loss'of any property(whether belonging to Buyer or a third party),and any and all other damages recognized at law or in equity caused in whole or in part by or in any way related to the delivery of goods onto the project site by Seller,whenever such delivery is made in accordance with or pursuant to Buyer's instruction or authorization. 4.Buyer has the right to inspect the goods upon arrival:Buyer's inspection rights expire 24 hours after the arrival of the goods at the.delivery destination.A failure to make inspection within that time waives notice of any defect that a reasonable inspection would have revealed.A rejection of the goods by Buyer is not effective unless written notice of rejection is given to•Seller within three(3)calendar days of delivery. 5.Without prejudice to any other rights,Seller may suspend further deliveries of any items purchased if Buyer defaults in payment of any amounts due,or whenever Seller may deem itself insecure as to Buyer's performance,until Buyer remedies such default or provides assurance that satisfies Seller in its sole discretion,of Buyer's ability to perform.Seller may cancel any order at any time prior to payment by Buyer. 6.Unless otherwise provided by law,Seller may require Buyer to pay or to reimburse Seller for any tax(except income tax)which now or hereafter is imposed by any taxing authority with respect to the items purchased or the sale,purchase,manufacture,delivery or use thereof. 7.Seller reserves the right to discontinue,without liability hereunder,deliveries of any merchandise,the manufacture,use and/or sale of which in the opinion of Seller would infringe any patent now or hereafter issued,or other intellectural property right under which Seller is not licensed. 8.Where Buyer requires tests or inspection not regularly provided by Seller,Seller may charge Buyer for the actual cost of such test or inspections. 9.Buyer's wrongful nonacceptance of goods,or cancellation or repudiation of an agreement to purchase goods or services entitles Seller to recover,in addition to any incidental damages caused by Buyer's wrongful nonacceptance,cancellation or repudiation,either(i)in the case of goods,the risk of loss of which has passed to Buyer at the time of nonacceptance,cancellation or repudiation,or goods which cannot reasonably be resold by Seller to a third party,or service which have already been performed by Seller,the price of such goods or services;or(ii)in the case of goods for which other buyers exist or services not yet performed,or where an action for the price is not otherwise permitted by law;damages equal to the profit(including reasonable overhead)which Seller would have realized had Buyer fully performed or,at Seller's option,twenty percent(20%)of the contract price as liquidated damages(which constitute a reasonable estimate of Seller's loss and not apenalty),plus,in the case of special orders,Seiier's expenses,if any,incurred prior to receipt by Seller of notice of cancellation by Buyer,in connection-with providing special services,developing special tooling,purchase special supplies and the like. 10.Seller is not responsible for any delay caused in whole or in part by circumstances beyond Seller's reasonable control,including but not limited to,force majeure,fires or accidents;strikes or other differences with workers;war(whether declared or undeclared),riots or embargoes;delays by carriers;delays in shipment or receipt of materials from suppliers;or any legislative, administrative or executive law,order or requisition of the federal or any state or local government or any subdivision,department,agency,officer or official thereof.Seller is not liable in any event for any damages(whether direct,general,special,incidental,consequential or other)caused by Seller's failure or delay in performance or delivery,if Seller is unable,due to any cause beyond Seller's control,to supply Buyer's total demand for products.Seller may allocate its available supply among Seller's customers,including Seller's branches and affiliates,in any manner Seller deems reasonable. 11.In the case of goods manufactured and sold by Seller with a separate written warranty,that warranty will apply.Otherwise,in the case of goods manufactured and sold by Seller,Seller warrants only that such goods have been manufactured in accordance with Seller's specifications and are free from defects in material and workmanship at the time of sale.For all other goods, upon request,Seller make no warranties,but will assign or transfer to Buyer any assignable or transferable manufacturer's warranties,if any,applicable to the purchase,in lieu of all other warranties,express or implied. EXCEPT AS EXPRESSLY PROVIDED HEREIN,SELLER MAKES NO WARRANTIES,EITHER EXPRESS OR IMPLIED, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTIES INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.THERE IS NO WARRANTY THAT EXTENDS BEYOND THE DESCRIPTION ON THE FACE OF THIS PURCHASE AGREEMENT. BUYER ACKNOWLEDGES THAT BUYER'S PURCHASE DECISION IS BASED UPON BUYER'S DUE DILIGENCE AND INSTRUCTION TO SELLER OF THE GOODS REQUIRED BY BUYER AND NOT BY REASON OF ANY STATEMENT MADE BY OR ON BEHALF OF SELLER AS TO THE MERCHANTABILITY,SPECIFIC ATTRIBUTES OR OTHER INFORMATION REGARDING THE GOODS.Buyer acknowledges that lumber and other product dimension descriptions are made consistent with industry standard and'do rio't'iiecessarily represent exact or accurate dimensions.For example,lumber commonly called"2x4"is actually 1.5 inches deep by 3.5 inches wide. 12.Buyer's Remedies/Limitation of Liability:(a)Buyer's sole and exclusive remedy and the limit of Seller's liability for goods or services proven to be other than warranted,whether based upon breach of warranty,negligence,strict liability,tort,breach of contract or any other legal theory,shall be,at Seller's option,(a)replacement of the goods or services,without charge, carriage paid to Buyer's facility;or(b)refund of the purchase price paid in respect of such goods or services,plus commercially reasonable charges in connection with the return or disposition of goods.To effect this sole and exclusive remedy,Buyer must make its claim for breach of warranty within 12 months of the date of shipment of the goods or performance of the services, and any such claim not made within such 12-month period is irrevocably waived. (b)Seller's sole liability with respect to the goods and services,for any and all loss or damage to Buyer,or any other loss,damage,expense or claim,resulting from any cause whatsoever (whether based on damaged or defective goods,irrespective of whether such damages or defects are discoverable or latent,or Seller's.limited warranty shall fail of its essential purpose,or any other reason),and whether based upon breach of warranty,negligence,strict liability,tort,breach of contract or any other theory,will not exceed the aggregate purchase price of the particular goods and services with respect to which losses,damages,expenses or costs are claimed.Seller has no liability to any person other than Buyer by virtue of the sale of the goods,provision or services,or any other matters contemplated by this Agreement and Buyer will add Seller as a party protected by Buyer's warranty and limit of liability provisions in Buyer's terms of sale.The limitation of liability set forth in this paragraph shall survive termination or cancellation of this Agreement.For the avoidance of doubt,Seller is not liable for any damages whatsoever whether direct or indirect resulting from any delay in delivery of the goods or failure to deliver the goods in a reasonable time—whether or not such delay or failure is caused by Seller. (c)THE FOREGOING IS THE ENTIRE OBLIGATION OF SELLER.SELLER IS NOT LIABLE FOR ANY CONSEQUENTIAL,SPECIAL,INCIDENTAL,INDIRECT OR PUNITIVE DAMAGES TO ANY PERSON,WHETHER BASED UPON BREACH OF WARRANTY,NEGLIGENCE,STRICT LIABILITY,TORT,BREACH OF CONTRACT OR ANY OTHER THEORY,REGARDLESS OF WHETHER THE REPLACEMENT OR REFUND REMEDY SET FORTH ABOVE FAILS OF ITS ESSENTIAL PURPOSE OR FOR ANY OTHER REASON WHATSOEVER.Seller shall not be liable for any damages attributable to product abuse,misuse,neglect or any other cause,which is not the fault of Seller. 13.(a)Buyer agrees to indemnify and hold harmless Seller from and against any and all claims,demands,actions,causes of action,costs and expenses arising out of or in connection with,in whole or in part,any act(s)or omission(s),negligent or otherwise,of Buyer,or any of Buyer's agents,servants,employees,subcontractors or customers,including but not limited to:(i)claims of personal injury,including death,to any person or persons(whether third parties.or agents,servants or employees of Buyer or Seller);(ii)claims of loss of any property,real or personal (whether belonging to Seller,Buyer or to a third party);and(iii)any and all other damages recognized at law or in equity under any theory whatsoever. (b)This indemnity includes,but is not limited to,any reasonable attorney's fees or other reasonable legal fees incurred by Seller and associated with the foregoing. (c)This indemnity provision is a material term to the Agreement.Buyer's duty to indemnify is a condition to the sale of any goods from Seller to Buyer.Buyer has read the indemnity provision in its entirety,understands each and every part of the provision and acknowledges that there is no ambiguity concerning Buyer's duty to indemnify. (d)In the event that the applicable law prohibits enforcement of this clause as written,then and only then,this clause will be modified to provide the maximum indemnification to Seller,as indemnitee,allowable under that applicable law. 14.Export Sales.Buyer represents and warrants that it has complied and will comply with all applicable laws,rules and regulations pertaining to the export,import and movement of the goods sold hereunder.All drawbacks of duties paid on items used in the manufacture of the goods delivered hereunder will accrue to the Seller,and Buyer agrees to furnish the Seller with all documents and cooperation necessary to obtain payment of such drawbacks. 15.This Agreement shall be governed by and construed according to the laws of the state wherein the Seller branch supplying the goods hereunder is situated.Any action brought upon,or by reason of,this Agreement shall be brought,in Seller's sole discretion,either in a court with jurisdiction over the county in which the Seller branch is located,in a court with jurisdiction over the county in which the project for which the goods are to be used is located,or in a Court or before an arbitration panel where an action between Seller and a third party is pending which concerns the subject matter of this Agreement.Buyer agrees that,in the event any action is brought upon,or due to,this Agreement by either Buyer or Seller,and Seller prevails,Buyer shall pay Seller's reasonable attomey's fees and other costs incurred because of or in connection with such action,in the maximum amount permitted by law. 16.Waiver by Seller of any terms or conditions of this contract or waiver of any breach hereof shall not be construed as a waiver of any other term,condition,or breach.Determination that any provision of this Agreement is illegal or invalid shall not affect the validity or enforceability of the remaining provisions of this Agreement. 17.Returns must be made in accordance with Seller's return policy.A copy of this policy is available upon request. 18.The purchase of goods or services shall not entitle Buyer to use,or otherwise identify Buyer or its business with the name,trademark or other identity of the Seller.Should Buyer violate this provision,Seller reserves all remedies provided for by law or in equity,including,without limitation,injunctive relief.Except with respect to goods manufactured by Seller,Buyer shall indemnify and hold harmless Seller against all loss,damages,costs and expenses awarded against or incurred by Seller in connection with or paid or agreed to be paid,by Seller in settlement of any claim for infringement of any patents,copyright,design,trademark or any other industrial or intellectual property rights of any other person or entity with respect to the goods sold by Seller to Buyer hereunder. 19.T/D symbols printed on the front of any Seller warehouse picking/delivery ticket,invoice,or statement represents the tax and discount status of individual items.The following is a description of each symbol or combination of symbols: / =Taxable regardless of the order's tax status \ =Nontaxable regardless of the order's tax status —=Non-discountable regardless of the order's terms A =Taxable and non-discountable regardless of the order's tax status and terms =Nontaxable and non-discountable regardless of the order's tax status and terms If the item is taxable,and discountable based on the order's tax status and terms,no symbol will print. 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ICS0 t ,O#C- 1 FOUNDATION PLOT PLAN DCE #18-426 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : #35 SAMANTHA DRIVE CUMMAQUID,MA SCALE : 'I u = 60' DATE : 2-28-2020 PREPARED FOR: REFERENCE : ASSESSORS MAP 348 PARCEL 6 ED AuNp POLL o sg ---,ikA al-kti I HEREBY CERTIFY THAT THE STRUCTURE 41' DANiFI SHOWN ON THIS PLAN IS LOCATED ON THE I :te, 4-:, GROUND AS SHOWN HEREON. 6' A `-_-4\ (-) O.)AI A mt off 508-362-4541 ci3 fax 508-362-9880 downoopo.00m 0 I c. v- cape englneerintatc. clvIl engineers 7- ili I 70'10 • _ ,_ land surveyors , 939 Man Stroot (RN 6A) YARMOLIMPORT MA 02675 DATE REG. LAND SURVEYOR 1 Kickechnie, Robert From: Lockewood <lockewood@comcast.net> Sent: Thursday,July 23, 2020 11:24 AM To: Mckechnie, Robert Subject: Fwd: Emailing: Foundation as bulit 35 Samantha Dr.Barnstable ma Attachments: Foundation as bulit 35 Samantha Dr.Barnstable ma.pdf Bob, Here is original email regarding as-built. see attachmnet Thanks and be safe. Joe Forwarddeed Message Subje Emailing: Foundation as bult 35 Samantha Dr.Barnstable ma Date:Tue, 3 Mar 2020 11:55:49,-0500 From:Lockewood <lockewood@comcast.net> ' To:RoberWckechnie@town.barnstable.ma.us Robert, Per your request foundation As-Built 35 Samantha Drive Barnstable see attachment. Thanks Joe Venturoso CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 1 90\ Application Number.... * sARNSPABLE, • � ., MA88. ; • Permit Fee.... r ..�./..� Other Fee s6;q. o0 ��� * pTEb MIS A • 4 Total Fee Paid TOWN OF BARNSTABLE Permit Approval by...(.JQ. On oc- BUILDING PERMIT Map a ' .Parcel CD...( APPLICATION Section 1 — Owner's Information and Project Location Project Address 3 5 54 i MU. DitlAke itT 04 6 Village C u rs w.4c(u i Owners Name e2unvnC ?01 i r ISuKikn Owners Legal Address DecMa kV 5hte 6 3Ur& S©d City Ca A,"t-0/.° State Met— Zip O a.02 j Owners Cell# 50?- G��.- 'O 70 E-mail C k t Pp C Qo C m at.,44$k',Caws Section 2 —Use of Structure Use Group Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single Two Family Dwelling Section 3 — Type of Permit [iew Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use 11 Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ,❑ Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall ❑ . Solar ❑ Renovation 0 Pool- ❑ Insulation Other—Specify Section 4 - Work Description co iwe fio i cc. Sirl /e LI AD act, f-irArr r,,�..11e- M44 X s& b a-rh S i 3 fcac , f4LC. Cpvl s•1aw c f tvi /ic/ a PO/,/e chP 4,v3 40 rA a t-,v if JK5 Tact undated- 11/15/2(11 R Application Number • Section 5—Detail • Cost of Proposed Construction $510/C'OQ gquare Footage of Project 3 000 Si. Jar Age of Structure /MA) Dig Safe Number 020 9 80 7/ # Of Bedrooms Existing Ate-La- Total#Of Bedrooms (proposed) 3l+-- 110 MPH Wind Zone Compliance Method [MA Checklist ❑ WFCM Checklist ❑Design Section 6—Project Specifics [Wiring ❑ Oil Tank Storage [ 'Smoke Detectors ['Plumbing ❑' Gas ❑ Fire Suppression .r • s Heating System • ` ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public RP/qt. ps ❑ Private Sewage Disposal ❑ Municipal ll'on Site Historic District ❑ Hyannis Historic District ["Old Kings Highway Debris Disposal Facility: 4'b 1+ Sear t/ -Fw-t-L(604';J4A- I am using a crane ❑ Yes [a-No Section 7-Flood Zone Flood Zone Designation .VD A/ Within or adjacent to a wetland,coastal bank? Yes ❑ No 0' Section 8-Zoning Information Zoning District iz r- [ Proposed Use S+oit4 . 441 Lot Area Sq. Ft. 3;6 24. Total Frontage / Z0 ` Percentage of Lot Coverage 9/a #of Dwelling Units (on site) Setbacks Front Yard Required .2.o ' Proposed /012 S Rear Yard Required / .S Proposed d�� Side Yard Required /5 Proposed L3/� Has this property had relief from the Zoning Board in the past? ❑ Yes 111 . No • Last updated: 11/15/2018 Application Number Section 9- Construction Supervisor Name A,ifh o„ t /a tea r-.o Telephone Number Sof- 3 it-PST? Address /A, ///s0,-7 S'/ City A. AI/ State M 5; R Zip 029 31 License Number CS oi/76 41: License Type Expiration Date Contractors Email Lackt.woor0e cast; ive7 Cell# 56-32$-05. I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature /, ,[14.4.,---- Date // //f Section 10—Home Improvement Contractor Name • Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature - Date Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE I / Signature / Date /1/25`/7 Print Name Jris p A 114 O Telephone Number ,gam?Z6'u Sf 6 E-mail permit to: LoctewadC Ca4S7:Ner" Tact nnriatMA• 11/1 c/)n1 R 1 S Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Dotes r Historic District LI Site Plan Review(if required) ❑ Fire Department n ❑ Conservation * For commercial work,please take your plans directly to the fire department for approval. Section 13— Owner's Authorization I, &w►t,d_ Po is' , as Owner of the subject property hereby authorize LockRe.Anktfli wiLij dwp (4 o7 4t 4r ) to act on my behalf, in all • matters relative to work authorized by this building permit application for: 3 5 Ea 4,0 n` brt i 4�, f3u,s i AA- (Address of job) Signature of Owner date r►�uw %Pry l/ Print Name • _ l Last undated: 11/15/2018 °:1HET ti Town of Barnstable 9. =' BARNSTABLE. = Building Department-200 Main Street z 9 �0m Hyannis, MA 02601 $plFOMP'�e. Tel. (508) 862-4038 Certificate Of Occupancy 1.:-:-.‘ei Permit Number: B-19-4001 CO Issue Date: 7/7/2020 Parcel ID: 348-006 Zoning Classification: RF-1 4 Location: 35 SAMANTHA DRIVE, BARNSTABLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: ANTHONY L ARCARO Permit Type: Residential - Land Type of Construction: Design Occupant Load: 0 Comments: THREE BEDROOM 2 2 ---R-J . Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition r l C $ .. F. 1 'Town of Barnstable, , uilding h Post This Card So That4it is visible From theStreet Approved Plans Mutbe-Retained on Job andthisCardMust beKeptr" $ Posted Until Final,InspectionHas Been•Madex g, ':'b��A �' r . . 1 e� �� a—r +° Where a Certificate of Occupancy is Req�ired,asuch Building shall .,ot:;be Occupied until a Final Inspection has been ma=ile Permit No. B-19-4001 Applicant Name: ANTHONY L ARCARO Approvals Current Use: Structure �./t -�'v" Date Issued: 12/09/2019 �% •��¢— Permit Type: Building-New Construction-1 or 2 family Expiration Date: 06/09/2020 Foundatio .p. Residential Map/Lot: 348-006 Zoning District: RF-1 Sheathing) 3aza/Z � Location: 35 SAMANTHA DRIVE, BARNSTABLE Contractor Name: ANTHONY L ARCARO Framing: 1 Owner on Record: LUCAS, KENNETH 1&BARBARA L TRS Contractor License: CS-047646 2 Address: 780 DEDHAM STREET Est. Project Cost: $ 540,000.00 Chimney: Y CANTON, MA 02021 Permit Fee: $ 2,879.00 Insulation: // c �?%/Z-e Description: construction of a single family home,hosue will have 2 1/2 baths& d/st, Fee Paid: S 2,879.00 3 bedrooms. All construction per architects plans Final: Date: 12/9/2019 Project Review Req: prescriptive Compliance under 2015 IECC Document per �� : R403.7 should be on-site for inspection �i ..sci - ca�S�0 Plumbing/Gas Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work autho ized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or roadtand shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ,I 1 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 1 Rough: 2.Sheathing Inspection r,; , e 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: * - Affidavit of Substantial Financial Interest • i I, -1/4../6544) ier i n kvas 0 of .11X-htc4!ti131/114. 6.,,,j9 , on oath depose and state as follows: 1. I am an applicant for a building permit for the prop,rty located at Map 3 ciir , Parcel The address of the property is "3-C- - atie te tiltheN. DA. a44.1-4, /k7e 2. I have % legal or equitable interest in the real property which is the subject of the iitding permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is /ila 7/if , 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 Jaseph frie4tiz4earo Address R3 cippirvmart 51- re-Artitilvis in",... 0,),03( li .27ii, .... 4. Within the last twelve months, from today's date, which is ::1 , I he h a 1% or greater legal or equitable interest in the following properties 14: f. h havZiee , the subject of a building permit application: IV 133 Map/Parcel Address . : . e vs 5. Within this calendar year, I have submitted .. 0.building permit appliCkions for property in which I have a 1°A3 or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. , 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 1 4 1 8. Within this month, I have received - building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjurythis 3 day of n-ec— , 2OQ c...1 ---(---- ----- 2001-0050/affin , i 0/LOtreRWAFFIDAVIT r Atlas Insulation Co., Inc. 0 116 Danielson Pike North Scituate, Rhode Island 02857 " (401)647-2500 FAX(401)647-2545 ~ www.atlasinsulation.com Energy Certificate License #649 Date: 4/29/2020 Invoice Date: 4/28/2020 Street Address: 'IS Samantha Dr City/Town: Barnstable, MA Area Thickness R Value Material Flat Ceiling 15" R49 Net& Blow Cellulose Insulation Slopes 5.25" R38 Two Pound Density Closed Cell Spray Foam Garage Ceiling 9.5" R30 Kraft Faced Batts Basement Ceiling 9.5" R30 Kraft Faced Batts Cold Ceiling 15" R49 Net& Blow Cellulose Insulation First Floor Cold Ceiling 5.25" R38 Two Pound Density Closed Cell Spray Foam Exterior Walls 5.5" R21 Kraft Faced Batts Kneewalls 5.5" R21 Kraft Faced Batts Stairwell Walls 3.5" R15 Kraft Faced Batts Stairwell Under 9.5" R30 Kraft Faced Batts Garage/House Wall 5.5" R21 Kraft Faced Batts Garage Walls 5.5" R21 Kraft Faced Batts First Floor Master Bed Walls 3.5" R11 Unfaced Sound Attenuation Batts Blockers 5.25" R21 Half Pound Open Cell Spray Foam Party Walls 5.5" R21 Kraft Faced Batts Foam Manufacturer: Carlisle-SealTite 1 Eddie Weidele Estimator INSULATION SEAMLESS GUTTERS CLOSET SHELVING FIREPLACES f- ,,/ r ConViste HERS Services 10/31/2019 Town Hall - Inspectional Services 200 Main Street Hyannis, MA 02601 RE: 35 Samantha Drive (Lot 6), Barnstable, MA 02630 The above referenced property will adhere to the following energy code, adopted by Massachusetts, effective on 1/1/2017: 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2015 International Energy Conservation Code (IECC), as amended by Chapter 11 of 780 CMR 51.00 et seq. New Construction: All residential buildings shall require: 1. An Energy Star Thermal Bypass Inspection checklist 2. A Panel/Energy certificate, as required by Section R401.3 3. A Blower Door test, verifying infiltration leakage shall be less than or equal to code requirements 4. A Duct test to determine air leakage is less than or equal to code requirements Should you wish to discuss, don't hesitate to contact me. Thank you, micietaLute Michael Goldstein Rater id # (RTIN): 2036091 Provider: RATERusa - 1998-156 phone: 508-918-3978 email: mgold@areugreenhers.com STRUCTURAL WOOD SYSTEMS, INC. Structural PO. Box 737 Office (800)344-8117 , Mmd 24 I Lake Street Office (508) 876-9663 ystems Bellingham, MA 02019 Fax (508) 876-9508 g g February 19,2020 BUILDING DEPT FEB 0 , 4 2020 TOWN Mr. Brian Florence,Building Commissioner OF BAD 11 NSTABI 200 Main St, LE Hyannis,Ma.02601 0_ 11"0-.11 Re: 35 Samantha Drive-Barnstable- Lockewood Builders.. Dear Mr. Florence, • We have been contacted by Lockewood Builders regarding the house to be built at the above referenced address in Barnstable. We are reading the:foundation anchorage requirements in IRC 2015 Section R403.1.6 and find that the 6' center to center is the maximum spacing allowed for W'diameter anchor bolts. However,we are not able to find any reference to less than 6' spacing required anywhere in the 1RC 2015 for houses built on Cape Cod. I am sure we can all agree that this property is located in Exposure B. for wind design loading allowing the design wind load to be 109 MPH. We would be happy to direct our client to install additional anchor bolts in the foundation if it is required by the Mass Building Code however, we do need additional direction from your office to justify any type of closer spacing other than what we are reading in the Code. We do understand that there is a four foot maximum spacing requirement for structures over 2 stories in Seismic Category C ,however,this structure as proposed is really a I- 1/2 story house with a shed dormer on a portion of the rear of the house therefore not requiring compliance with this reduced spacing. We look forward to resolvhiqestiOfl with you as quickly as'practical. 4.144,),N. Si erely, lOCE-AL2 01, - Robert J. arente, )/cutt-lk Town of Barnstable 200 Main Street,Hyannis,MA Tel.(508)862-4644 INSPECTION REPORT Permit: Building-New Construction- 1 or 2 family Residential Use: Date: 2/18/2020 11:51 AM Inspector.: mckechnr Permit Number: B-19-4001 Name: LUCAS, KENNETH J& BARBARA L TRS Address: 35 SAMANTHA DRIVE, BARNSTABLE Unit No. Inspection Type Inspection Item Status Comment Building Foundation A-Inspection Results NIC Foundation ok to backfill. The following is required to pass the inspection: 1)foundation bolts spaced incorrectly for our wind zone. Engineers letter certifying spacing required.2)stamped as built survey. Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: inspector Signature Owner Signature' Total Score: 100 , __. ;., 1 ... ., , J( J( ..e,._.L, . ., . , 0-.6 - „9-,0* , , . ... . , . a / -HSb Si O£O I. o „0-,► 1 JIr� „9-, I w .0-,00 Z Q • IY Gn2W G_ N Z 0 W 00 1 mctQ U „ : Ai Iwo HCr E.- 7.71 i < 1I. QZX Ct 0 m 00 - �inr m Z -'. , Ni is �r,i' BUILDING DEPT. MAR 0 4 2020 TOWN OF BARNSTABLE i At • L.13'1 N 011d g' old 1 .• \ Yi . . - - , jJ iIlit tr 1 ii e.tt ,t / yy ayi Iki .. i i 'f IIUILDING DEPT. r. . MAR 04 2020 TOWN UF BBARNSTABLE 33 . J > 1ir '/9 ig- /7 ' c?,0/ • SWS-17098-LOT 6-SAMANTHA DRIVE-BARNSTABLE-LOCKEWOOD BUILDING CORP. Braced Wall Analysis:Mass Building Code-itth 9th Edition-2015 IRC Specific Details R-602.10-Wall Bracing Buildings shall be braced in accordance with this section. - Exposure 1. B Where a building,or portion thereof, 1 does not comply with one or more of the bracing requirements in this section, Wind Load 1140 Basic wind speed Those portions shall be designed&constructed in accordance with Section R-301.1 1ST FLOOR WALLS Allowable Reductions/Increases Wall Height 10 1.000 9 0.950 8 0.900 Eave to Ridge 10 1.000 11 1.060 12 1.120 13 1.180 14 1.240 15 1.300 Braced Wall Lines 3 • 1.300 4 1.450 • IRC 2015-TABLE R602.10.3(1) Spacing Between Braced W alls _ 10 s 2.50 20 5.00 30 7.00 40 9.00 50 • 11.00 11 2.75 21 5.20 31 7.20 41 9.20 51 11.20 12 3.00 22 5.40 32 7.40 42 9.40 52 11.40 13 3.25 23 5.60 33 7.60 43 9.60 53 11.60 14 3.50 24 5.80 34 7.80 44 9.80 54 11.80 15 3.75 25 6.00 35 8.00 45 10.00 55 12.00 16 4.00 26 6.20 36 8.20 46 10.20 56 12.20 17 4.25 27 6.40 37 8.40 47 10.40 57 12.40 j 18 4.50 28 6.60 38 8.60 48 10.60 58 12.60 19 4.75 29 6.80 39 8.80 49 10.80 59 12.80 20 5.00 30 7.00 40 9.00 50 11.00 60 13.00 11,\ Front Gar Front House Rear Wall Left Wall Interior Wall Right Wall Spacing Between Braced Walls 16.00 MUM ME. I 16.00 ( I 47.00 ( ` 47.00 I Table R-602.10.1.2(1) Value 4.00 L7.20 7.20 4.00 10.40 10.40 I Wall Height 10 1.00 1.00 1.00 1.00 1.00 1.00 Eave to Ridge 16 1.36 1.36 1.36 1.36 1.36 1.36 Increase for Additional Braced Walls 1.30 1.30 1.30 1.30 1.30 1.30 Required Plywood I 7.07 I 12.731 12.73 7.07 I 18.39 18.39 Actual Plywood in Wall 6.00 24.10 37.50 24.60 17.00, 37.56 Braced Wall Status 85% 241% 295% 348% 92% 204% N.G. OK OK Ok OK Add narrow - Front and wall bracing rear plywood Actual Plywood Front Garage 24' 2(9)=6' - _ - - - ___._ ____ ..., __,_ Front-House 410' 2(2.7) 6 5 5 24 10' $ 1 OFMgs• s9c,y G Rear Wall 65.0'-2.5 12 11-2=37.5' .,_ .- pARENTE - . CIVIL cn Left Wall L . 30 0' 2(2.7) 24.6' _ .-_ _ . - ..No.30400 Interior Wall �37 0' 3=34 0/2=17 0'- Equivalent Plywood _ _ e.-o�9 0,T, <<"' Rear Wall 46.0'-2(2.7)-3=37.6' "� • ic3 241 1 ion pZ.y wan� ee 'Vitt c40 i4-7- I r 42-c.v Tro EDGE 1 " <e nsiE FIE-12) CfrI dO) . , Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 4 of 16 Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 Barnstable,MA Project#: 17098 Beam# 1 2.0E LVL by Stora Enso 1.750"X 14.000" 3-Ply-PASSED Level:Second Floor 410 2 7 8 3 I5 10 12 13 lV -- M-, ,r y e 4 _b e'' = , V.. 6 V ,15 �f'` :sr - 1 `yea :-- i' a �: - y�." --, �, ^ 1,2„ A �, r 1 SPF 2 SPF 17'4" �5 1/4" 17'4" Member Information Reactions UNPATTERNED lb (Uplift) 1 Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 247(-401) 2502 3734 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 316(-382) 2777 4128 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. - •d: 12 PSF 1 -SPF 5.500" 51% 2502/3734 6236 L D+S 2-SPF 8.000" 39% 2777/4128 6904 L D+S 1 nalysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 29403 ft-lb 8'7 7/16" 50361 ft-lb 0.584(58%) D+S L Unbraced 29403 ft-lb 8'7 7/16" 29519 ft-lb 0.996 D+S L 1H OF*SS -- (10o%) "" goy . Shear 6214 lb 1'6 5/8" 19723 lb 0.315(32%) D+S L .' .� G�,'= LL Defl inch 0.384(U511) 8'6 15/16" 0.545(U360) 0.700(70%) S L PARENTE N TL Defl inch 0.635(U309) 8'6 15/16" 0.818(U240) 0.780(78%) D+S L �' CIVIL , No.30400 . Design Notes Q , 1 Girders are designed to be supported on the bottom edge only. `"9. 9FG A ' 2 Multiple plies must be fastened together as per manufacturers details. f;( ,ry:/._ r r� 3 Top loads must be supported equally by all plies. ` �- 1 4 Top must be laterally braced at a maximum of 5'3 3/8"o.c. �'..,� /�� 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-1-2 to 17-0-6 0-8-12 to Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 0-8-12 2 Part.Uniform 0-5-8 to 17-1-8 Top 1.PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 3 Part.Uniform 0-5-8 to 17-1-8. Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 4 Point 1-0-0 Near Face 39 lb 0 lb 0 lb 0 lb 0 lb J15 5 Point 1-0-0 Near Face 0 lb -63 lb 0 lb 0 lb 0 lb J15 6 Part.Uniform 1-8-0 to 16-4-0 Top 274 PLF 0 PLF 518 PLF 0 PLF 0 PLF Roof Continued on page 2... es chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc pot 241 Lake Street,Massachusetts ted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. 'al adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and loadings shown. It is the 2.Refer to manufacturer's product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values.and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 IIIIIII Lumber 3.Damaged Beams must not be used Sti LtCt Lttd 1.Dry service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained ood 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral support at bearing points to avoid �G��/ lateral displacement and rotation This design is valid until 10/15/2022 IllrJ}'St0tI1S Version 19.60.173 Powered by iStructT" CSD I DESIGN BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 5 of 16 Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 Barnstable,MA Project#: 17098 Beam#1 2.0E LVL by Stora Enso 1.750"X 14.000" 3-Ply-PASSED Level:Second Floor I5 1l0 12 13 ll 1 A. 5 _` �1 i A it.,- II n a` t F -,.7._.... •, '�;,,s� 4,..,4 ^9 1'2„ 1 SPF 2 SPF 1 T4" �/5 1/4" 17'4" / �� ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 7 Part.Uniform 1-9-10 to 16-2-6 Near Face 29 PL!F 0 PLF 0 PLF 0 PLF 0 PLF 8 Part.Uniform 1-9-10 to 16-2-6 Near Face 0 PLF -50 PLF 0 PLF 0 PLF 0 PLF 9 Point 5-4-12 Top 42 lb 0 lb 43 lb 0 lb 0 lb (2)2x10 10 Point 5-4-12 Top 87 lb 0 lb 89 lb 0 lb 0 lb (2)2x10(2)2x10(2)2x10 (2)2x10 I 11 Point 10-11-4 Top 42!b 0 lb 43 lb 0 lb 0 lb (2)2x10 12 Point 10-11-4 Top 87 lb 0 lb 89 lb 0 lb 0 lb (2)2x10(2)2x10(2)2x10 (2)2x10 • Point 17-0-0 Near Face 81 lb 69 lb 0 lb 0 lb 0 lb J16 Part.Uniform 17-1-8 to 17-4-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 15 Part.Uniform 17-1-8 to 17-4-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight Self Weight 16 PLF `, kOFMAS ', o_ tsg0:G��. ROBERTJ c� o' PARENTE v; CIVIL cn l:: r. No.30400 g chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc ponding tea Structured Designs is responsible only of the Handling&Installation Store Enso USA U.S.A. I adequacy of this component based on the. 1 LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 241 Lake Street,Massachusetts 02019 criteria and loadings shown It is the 2 Refer to manufacturer's product information Alpharetta,GA 1-600-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply P ensure the component suitability of the intended - fastening details,beam strength values,and code www.storaenso.com application,and to verify the dimensions and loads, approvals TER 1507-01 Lumber 3.Damaged Beams must not be used St I.Llctll ral. 4.Design assumes top edge is laterally restrained 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid QWOQd 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation \'.S te111 S This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructTN CSD I DRAW DESIGN BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 6 of 16 Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 Barnstable,MA Project#: 17098 Beam#2 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply- PASSED Level:Second Floor 10 3 2 7 8I� .10r��r161y_ 14fi �15t����17 ._ 18 20tii 21ry1L2 r23iiif241�i 26�t�k27L 29 30 34 F,, . u t a .., A '. ..,----4„. ,,. ,.:.. .... .., i , ,. +. ,. 31 39 - 4 _ II 1 546 (g). F 13 J ,&16) k 19) , 4V, (,224,- '4,(.25 4/28 32 35 36 0 -' . ---..,,,,,--,7 ,''!'=._,•• pi..0,-•. - 7,*''.-,.:- 7.7:--1-.- --. 1 =0 r...-------."---- IP / al / 1 SPF 2 SPF 13'6" �/3 1/2" 13'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2296 2867 3947 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 2483 2855 3655 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. Oad: 12 PSF 1 -SPF 8.500" 60% 2867/4683 7550 L D+0.75(L+S) 2-SPF 9.500" 53% 2855/4604 7459 L D+0.75(L+S) nalysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 21338 ft-lb 6'8 5/8" 32283 ft-lb 0.661(66%) D+0.75(L+S)L Unbraced 21338 ft-lb 6'8 5/8" 21347 ft-lb 1.000 D+0.75(L+S)L (100%) (N OF Mqs c� Sq Shear 6306 lb 11'7 3/8" 13148 lb 0.480(48%) D+0.75(L+S) L t� v -.)4 LL Defl inch 0.251(U580) 6'8 9/16" 0.405(U360) 0.620(62%)0.75(L+S) L VROBER7 J ��. p, PARENTE -r. TL Defl inch 0.404(U361) 6'8 9/16" 0.607(U240) 0.670(67%) D+0.75(L+S)L . V i CIVIL Design Notes No.30a00 Q ' 1 Girders are designed to be supported on the bottom edge only. P ,),/ '� E{ 1 '.ta9����' _ 2 Multiple plies must be fastened together as per manufacturer's details. , 1 m,,.-.e0-�« rr;1f . 3 Top loads must be supported equally by all plies. /C? 4 Top must be laterally braced at a maximum of 4'9"o.c. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 0-6-0 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 2 Part.Uniform 0-0-0 to 0-8-8 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 3 Part.Uniform 0-0-0 to 0-8-8 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 4 Point 0-4-6 Near Face 86.Ib 288 lb 0 lb 0 lb 0 lb J16 5 Part.Uniform 0-6-0 to 0-8-8 Top 158 PLF 0 PLF 299 PLF 0 PLF 0 PLF Roof 6 Part.Uniform 0-8-8 to 1-2-0 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 7 Part.Uniform 0-8-8 to 1-2-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight Continued on page 2... - chemicals ng 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc • onding 241 Lake Street,Massachusetts ted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. al adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer and/or the contractor to . regarding installation requirements, multi-ply Alpharetta,GA 1-800-3448117 ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application.and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used Structural 4.Design assumes top edge is laterally restrained Wood 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at beartng points to avoid LJi 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation ,rod nis This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructr"" ''SD I DRA aN �r BUILD risD w Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 7 of 16 . . Project: Input by: Jeff Rollett esign Address: Lot#6(35)Samantha Drive- Job Name: 17098 4lIIMEMID Barnstable,MA Project#: 17098 Beam#2 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor • } roe f.. V r•u r. 3 2 7 8���10 I_i 11 ��� 141_��15 ��� 17 ��� 18�.�j20 �, 21 12 23� 24 M 26 ��� 27 � 29 30 34 .. 4 31 39 II 1 ;,546` _ (9 -(13) ;. 116A V ' t19 j 4 "',„ fV22 A. AV", 28 32 35 36 w _ A � ez ' 'rr c 1 SPF 2 SPF 1 3'6" ��3 1/2" 13'6" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 8 Part.Uniform 0-8-8 to 1-2-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 9 Part.Uniform 1-2-0 to 2-9-3 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 10 Part.Uniform 1-2-0 to 2-9-3 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 11 Part.Uniform 1-2-0 to 2-9-3 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 12 Part.Uniform 1-2-0 to 10-9-3 Near Face 108 PLF 360 PLF 0 PLF 0 PLF 0 PLF 13 Part.Uniform 2-9-3 to 4-4-6 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 14 Part.Uniform 2-9-3 to 4-4-6 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight Part.Uniform 2-9-3 to 4-4-6 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 1 • Part.Uniform 4-4-6 to 5-11-10 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 17 Part.Uniform 4-4-6 to 5-11-10 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 18 Part.Uniform 4-4-6 to 5-11-10 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 P /tsa,,b'Iz`, Ight 19 Part.Uniform 5-11-10 to 7-6-13 Top 317 PLF 0 PLF 598 PLF 0 PLF e.c ,5• -CF• MgSwito 20 Part.Uniform 5-11-10 to 7-6-13 Top 1 PLF 0 PLF 0 PLF 0 PLF ,.'.0 F R rrrIelf��Wer � . 21 Part.Uniform 5-11-10 to 7-6-13 Top 1 PLF 0 PLF 0 PLF 0 PLF PS rLF ta'g"dif Weig V. c' CIVIL 22 Part.Uniform 7-6-13 to 9-2-0 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 "LF 136t 4O0 23 Part.Uniform 7-6-13 to 9-2-0 Top 1 PLF 0 PLF 0 PLF 0 PLF9 all Se 24 Part.Uniform 7-6-13 to 9-2-0 Top 1 PLF 0 PLF 0 PLF 0 PLF et . l.'S, S v fr40-•, '=' 25 Part.Uniform 9-2-0 to 10-9-3 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF ii,- Jet 2,./ /ei 26 Part.Uniform 9-2-0 to 10-9-3 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weig / 27 Part.Uniform 9-2-0 to 10-9-3 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 28 Part.Uniform 10-9-3 to 12-4-6 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 29 Part.Uniform 10-9-3 to 12-4-6 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 30 Part.Uniform 10-9-3 to 12-4-6 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 31 Point 11-6-13 Near Face 207 lb 690 lb 0 lb 0 lb 0 lb J13 32 Part.Uniform 12-4-6 to 12-6-0 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 33 Part.Uniform 12-4-6 to 12-8-8 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 34 Part.Uniform 12-4-6 to 12-8-8 Top 1 FLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 35 Part.Uniform 12-8-8 to 13-6-0 Top 1 FLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 36 Part.Uniform 12-8-8 to 13-6-0 Top 1 F'LF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight eS chemicals 6.For fiat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc ponding 241 Lake Street,Massachusetts ted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. I adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 n criteria and loadings shown. It is the 2,Refer to manufacturer's product information Alpharetta,GA 1.800-344-8117 responsibil'dy of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code WWW.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used litructcliiral 4.Design assumes top edge is laterally restrained V 1.Dry service conditions.unless noted otherwise 5.Provide lateral support at bearing points to avoid S� 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 }sle Ill S Version 19.60.173 Powered by iStructna CSD I DER916N GUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 8 of 16 Project: Input by: Jeff Rollett .isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 Barnstable,MA Project#: 17098 Beam#2 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor l 3 2 7 8I 10) 111 114 t )15�� !Y17 �t 18( )20 � , 21µ k12 423� . 241 I � 26t 1 127 � 29 30 34 F i f ,, f i i F i s. A 4 --a, b...-..:w .s p, k F. t -=-i t -.., A. 4 31 39 II 11-56 (9) (13) T (16) 19 (22 25 j 28 32 35w36 WWII -- 0 / 1 .� -- .,,,M� kAwumor""- ,-.�y.q t �y .: `a.,. r .. i9w�.re+w. r-------- O 1 SPF 2 SPF . 13'6" �/3 1/2" 13'6" ...Continued from page 2 • ID Load Type Location Trib Width Side Dead 0:9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 37 • Point 13-0-12 Top 72 lb 0 lb 74 lb 0 lb 0 lb (2)2x10 38 Point 13-0-12 Top 113 lb 0 lb 116 lb 0 lb 0 lb (2)2x10(2)2x10(2)2x10 (2)2x10 39 Point 13-2-0 Near Face 104 lb 345 lb 0 lb 0 lb 0 lb J13 Self Weight 11 PLF I . • • .0 OF MASsyc•.�,� ` .('' ROBERT J `F • o/ PARENTE c%ra �' CML No.30400 /. .A -Ai •Air chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc ponding 241 Lake Street,Massachusetts "fed Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. al adequacy of this component based on the 1.LVL beams must nct be cut or drilled 310 Maxwell Road,Suite 300 02019 n criteria and loadings shown. It is the 2.Refer to manufacturer's product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply P ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application.and to verify the dimensions and loads. approvals TER 1507-01 411111.111- Lumber 3.Damaged Beams must not be used ,S��`I���r��I777L1CILlrai 1.Dry service conditions,unless noted otherwise 4.Design assumes to?edge is laterally pointsined OOLi 2.LVL not to be treated with ere retardant or corrosive 5.Provide lateral support at bearing points to avoid lateral displacement and rotation )Ste ill S This design is valid until 10/15/2022 _ Version 19.60.173 Powered by iStructr0 CcD I BBAW CS DESIGN • BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 9 of 16 Project: Input by: Jeff Rollett r.isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 N. Barnstable,MA Project#: 17098 Beam#3 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor • 13 2 10111 11111111tt1t11111116"111111rlll1311 111111F111111111111 111111 I _ . 5 ,_ _ 8 , 9 - 10 14 - --- 12 1 ! v4j V ( 11 � 5S(� -: . _ r 1'2" 9 4 1 1 SPF 2 SPF 12' /--/3 1/2" 12 Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1777 3080 3865 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1931 3223 3663 0 0 Deflection LL: 360 Load Sharing: No I Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. ad: 12 PSF 1 -SPF 5.500" • 89% 3080/4232 7312 L D+0.75(L+S) 2-SPF 5.500" 91% 3223/4196 7419 L D+0.75(L+S) nalysis Results Analysis Actual Location Allowed . Capacity Comb. Case I Moment 17557 ft-lb 4'3 13/16" 32283 ft-lb 0.544(54%) D+0.75(L+S)L Unbraced 17557 ft-lb 4'3 13/16" 17592 ft-lb 0.998 D+0.75(L+S)L ' (NOFM4S . (l000k) 4� Sqc. Shear 6065 lb 1'6 5/8" 13148 lb 0.461(46%) D+0.75(L+S)L p '6.• . , ROBERTJ LL Defl inch 0.169(Less) 5'9 1/4" 0.374(U360) 0.450(45%) 0.75(L+S) L • o PARENTF TL Defl inch 0.293(U460) 5'9 3/8" 0.561(U240) 0.520(52%) D+0.75(L+S) L CIVIL k. No.30400 Design Notes «; 1 Girders are designed to be supported on the bottom edge only. �� 9Fr 45d 9 pP 9 Y �.r I' 2 Multiple plies must be fastened together as per manufacturer's details. yJzdyC .,/ 3 Top loads must be supported equally by all plies. S 4 Top must be laterally braced at a maximum of 5'11 5/8"o.c. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 0-4-0 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 2 Part.Uniform 0-0-0 to 3-10-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 3 Raft.Uniform 0-0-0 to 12-0-0 Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 4 Part.Uniform 0-4-0 to 3-10-0 Top 248 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 5 Point 1-7-10 Near Face 153 lb 511 lb 0 lb 0 lb 0 lb J11 6 Part.Uniform 2-5-3 to 10-5-3 Near Face 106 PLF 355 PLF 0 PLF 0 PLF 0 PLF 7 Point 2-9-4 Top 134 lb 0 lb 137 lb 0 lb 0 lb (2)2x10 Continued on page 2... ilia - - chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc por tat241 Lake Street,Massachusetts ed Structured Designs is responsible only of the Handling&Installation Store Enso USA U.S.A. I adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and loadings shown. It is the 2,Refer to manufacturer's product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply P ensure the component suitability of the intended fastening details,beam strength values.and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber - 3.Damaged Beams must not be used ,, trLICtLirfll. 4.Design assumes top edge is laterally restrained WOOd 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation )Ste Ill S This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructra CS DI I DRAW i7 DESIGN BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 10 of 1E Project: Input by: Jeff Rollett • P. isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 -i...... Barnstable,MA Project#: 17098 Beam#3 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor ill 13 2 iIIIIIIII1llII1111I11111"6"111111I1111'IIIIIII1IIIII111IIIIIIII'III1 _ 3 , a `10 14 5 - - 8 , 9 i12 .. _ / 1 SPF 2 SPF 12' ./--/3 1/2" 12' ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 8 Point 2-9-4 Top 211 lb 0 lb 215 lb 0 lb 0 lb (2)2x10(2)2x10 9 Point 3-11-8 Top 993 lb 0 lb 1844 lb 0 lb 0 lb Header Column 10 Point 9-10-8 Top 1091 lb 0 lb 1844 lb 0 lb 0 lb Header Column 11 Part.Uniform 10-0-0 to 12-0-0 Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF Ceiling 12 Part.Uniform 10-0-0 to 12-0-0 Top 248 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 13 Part.Uniform 10-0-0 to 12-0-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 14 Point 11-2-13 Near Face 107 lb 357 lb 0 lb 0 lb 0 lb J11 11111 Self Weight 11 PLF �Hof Mils„--1)s .Ll \-V, ROBERT J 4 �; PARENTE N CIVIL 30400 fr&j ►•,A 03 chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc bonding 241 Lake Street,Massachusetts ted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. al adequacy of this component based on the 1.LVL beams must not be cut or drilled 31 O Maxwell Road,Suite 300 02019 criteria and loadings shown. It is the 2 Refer to manufacturer's product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply p ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application,and to verity the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used Structural 1.Dry service conditions,unless noted otherwise 7.Design assumes top edge isbeatinlaterallyg points to avoid J5 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 )Ste nt S Version 19.60.173 Powered by iStructT" CSD I DESIGN BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 11 of 16 Project: Input by: Jeff Rollett , .isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 limmmm Barnstable,MA Project#: 17098 Beam#4 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor . ! 10 111-111111lllllllli1lllllililliillliiliilillliilillilililli'1 2 1l 1Illililiillililli 5 8 3 4 i ._,. rib)- �1J- iiimMiiiiiu m kttkkkk. 5 kkkkkkkkkkkkkt1YkkIII L I • firR}ti `/ a + a 1'2„ • acme �; . y.. 1 SPF 2 SPF X( 11'4" l'i /--/3 1/2" 11'5" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 3410 1145 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 2805 1134 131 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. ad: 12 PSF 1 -SPF 5.500" 56% 1145/3410 4554 _L D+L 2 SPF 5.500" 48% 1134/2805 3939 _L D+L alysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 15053 ft-lb 6'3 3/4" 28072 ft-lb 0.536(54%) D+L _L Unbraced 15053 ft-lb 6'3 3/4" 15093 ft-lb 0.997 D+L _L (100%) Shear 4229 lb 9'10 3/8" 11433 lb 0.370(37%) D+L _L �N of MAs.4C LL Defl inch 0.158(U812) 5'9 3/8" 0.357(U360) 0.440(44%) L LL - •ct .G �, RoBERT J : TL Defl inch 0.213(U604) 5'9 9/16" 0.536(U240) 0.400(40%) D+L LL O pARENTE °. LL Cant -0.003 Lt Cant 0.200 0.016(2%) L LL • �' CIVIL (2U613) (2L/360) No.30400 • j. TL Cant -0.004 Lt Cant 0.300 0.015(1%) D+L LL 9 �� . (2v457) (2U240) S.FG S.E' °,/_ Design Notes 1 Girders are designed to be supported on the bottom edge only. f / 1 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. I 4 Top must be laterally braced at a maximum of 6'11 5/8"o.c. 1 5 Bottom braced at bearings. I 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-6-11 to 3-9-2 Far Face 129 F'LF 431 PLF 0 PLF 0 PLF 0 PLF 2 Part.Uniform 0-6-11 to 10-1-14 Near Face 41 F'LF 138 PLF 0 PLF 0 PLF 0 PLF 3 Point 4-6-11 Far Face 217 lb 723 lb 0 lb 0 lb 0 lb J13 4 Point 6-3-12 Far Face 862 lb 2399 lb 0 lb 0 lb 0 lb Stairs Continued on page 2... - eS chemicals 6.For flat roofs provltle proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc bonding 241 Lake Street,Massachusetts y ted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. WI adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 1criteria and loadings shown. It is the 2.Refer to manufacturers product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beans strength values.and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used ,S`t7tt'UCtUraI 4.Design assumes top edge is laterally restrained Y ooci 1.Dry service conditions,unless noted omenxise 5.Provide lateral support at bearing points to avoid CJ 2.LVL not to be heated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 )S to Ills Version 19.60.173 Powered by iStructr' CSD I DRAW SUMO Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 12 of 1E Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 i. Barnstable,MA Project#: 17098 Beam#4 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor • 10 0. 3 4 t 7.l rk i _ . b ^� / :11.! 0 1 SPF 2 SPF !! 11'4" 1..3 1/2" 11'5" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 5 Tie-In 6-5-8 to 11-5-0 1-10-13 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 6 Part.Uniform 10-11-8 to 11-5-0 Top 100 PLF 0 PLF 0 PLF 0 PLF 0 PLF Ceiling 1 7 Part.Uniform 10-11-8 to 11-5-0 Top 152 PLF 0 PLF 287 PLF 0 PLF 0 PLF Roof 8 Part.Uniform 10-11-8 to 11-5-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 9 Part.Uniform 10-11-8 to 11-5-0 Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 10 Tie-In 11-0-10 to 11-5-0 0-9-10 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 11 PLF S ()• � OF MgS Qy k., ROBERT J 'F o r PARENTS • "' CIVIL No.30400 :.,.. '1,--)1.sso,,,,,,..7. ir t chemicals 6.For fla roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc po l 241 Lake Street,Massachusetts ee Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. I adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and loadings shown. It is the 2.Refer to manufacturers product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used Stt,UCt Ural. 4.Design assumes top edge is laterally restrained ooCI 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or corrosivelateral displacement and rotation This design is valid until 10/15/2022 )'S.I S Version 19.60.173 Powered by iStructn" CSD I DESIGN GUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 13 of 1E • Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 Barnstable,MA Project#: 17098 Beam#5 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor • I , v- ,._ d 6 ,. <. •• •• x....,,, A. 8.+ .., 2 7 1 1 1 .9 V V / ... - R.. 1 SPF 2 SPF 14' �/3 1/2" 14' l'i Reactions UNPATTERNED lb (Uplift) Member Information ( p ) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 244(-371) 2788 3588 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 242(-435) 3048 3862 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. ad: 12 PSF 1 -SPF 5.500" 78% 2788/3588 6376 L D+S 2-SPF 5.500" 84% 3048/3862 6910 L D+S alysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 22994 ft-lb 7' 32283 ft-lb 0.712(71%) D+S L .sH OF Mqs t cy Unbraced 22994 ft-lb 7' 23093 ft-lb 0.996 D+S L •�1. G. (100%) .,' ROBERTJ ; Shear 5976 lb 1'6 5/8" 13148 lb 0.455(45%) D+S L ! PARENTE •, LL Defl inch 0.285(U556) 7' 0.441(U360) 0.650(65%)S L CIVIL TL Defl inch 0.506(U314) 7' 0.661(U240) 0.760(76%) D+S L No.30400 Design Notes ;' '9Frj E� 4<`Q; 1 Girders are designed to be supported on the bottom edge only. -, ..s - 2 Multiple plies must be fastened together as per manufacturer's details. ' 3 Top loads must be supported equally by all plies. g 4 Top must be laterally braced at a maximum of 4'3 3/8"o.c. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 14-0-0 0-10-6 Top 12 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Point 0-4-0 Far Face 1 lb 2 lb 0 lb 0 lb 0 lb J16 3 Part.Uniform 0-5-8 to 14-0-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 4 Part.Uniform 0-5-8 to 14-0-0 Top 1 FLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 5 Part.Uniform 1-0-0 to 13-0-0 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof 6 Part.Uniform 1-1-10 to 13-11-3 Far Face 0 F'LF -63 PLF 0 PLF 0 PLF 0 PLF 7 Point ' 1-11-3 Far Face 206 lb 0 lb 0 lb 0 lb 0 lb J16 Continued on page 2... iii - chemicals 6.For Pat roofs provide proper drainage to preventManufacturer Info Structural Wood Systems,Inc ponding241 Lake Street,Massachusetts ed Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. al adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and loadings shown. It is the 2.Refer to manufacturer's product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used StruCtLlral 4.Design assumes top edge is laterally restrained WOOd 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at beanng points to avoid CJ 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 yste Ill S Version 19.60.173 Powered by iStructoc C'SD I DRAW BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 14 of 16 Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 , Barnstable,MA Project#: 17098 Beam#5 2.0E LVL by Stora Enso 1.750"X 14.000" 2-Ply-PASSED Level:Second Floor ,,,,, 2 7 i1 Cl., . 0 / 1 V V 4 9 / 0 M N z n 1 SPF 2 SPF 14' ."--/3 1/2" 14' ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 8 Part.Uniform 2-8-13 to 13-11-3 Far Face 121 PLF 0 PLF 0 PLF 0 PLF 0 PLF 9 Part.Uniform 13-6-8 to 14-0-0 Top 317 PLF 0 PLF 598 PLF 0 PLF 0 PLF Roof Self Weight 11 PLF S '(NOFMASs... . RO$ERTJ G()\• -• o' PARENTE —ti -fnl CIVIL , i ", , No.30400 'IV..,-16 2.09 • es chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc at 241 Lake Street,Massachusetts poted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. ral adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and loadings shown. h is the 2.Refer to manufacturer's product information Alpharetta,GA 1-600-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3 Damaged Beams must not be used 4litr,uctural 4.Design assumes top edge is laterally restrained oocl 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 Sys L01115 Version 19.60.173 Powered by iStructru C'SD I DESIGN BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 15 of 1f Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 Barnstable,MA Project#: 17098 Beam#6 2.0E LVL by Stora Enso 1.750"X 16.000" 2-Ply-PASSED Level:Second Floor • 4 14 e9 " ' 1 c...\ MMMMIMMMM 2 I11MlMIM)MMMIM W 11111i1,1. 5" ,$ 9 1 1° 111 111111i1i1i111i1 111111Lllill111, 16 (1111111111111 irnii 1 illilillliinifi1IilililMIIIVIIIIIIIIIIIIIIIH liffillilliliilliiilllitil "'' ° _: -k •taw:* .�^ � _.y 1 1'4„ L . y s::..',,� 1 SPF 2 SPF 3 SPF 12' 12' y3 1/2" 24' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 309 365 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 645 1371 0 0 0 Deflection LL: 360 Load Sharing: No 3 309 366 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. ad: 12 PSF 1-SPF 27.000" 2% 355/337 692 L_ D+L 2-SPF 18.000" 8% 1392/656 2048 LL D+L alysis Results 3-SPF 27.000" 2% 355/337 693 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -1933 ft-lb 12' 36097 ft-lb 0.054(5%) D+L LL • Unbraced -1933 ft-lb 12' 12745 ft-lb 0.152(15%) D+L LL ' �HOF MAS • Pos Moment 1118 ft-lb 17'8 3/16" 36097 ft-lb 0.031(3%) D+L _L o�4ct< �ctiJ Unbraced 1118 ft-lb 17'8 3/16" 12745 ft-lb 0.088(9%) D+L _L ROBERT i -cr: Shear 850 lb 10'8" 13067 lb 0.065(7%) D+L LL PAREHTE, LL Defl inch 0.005 6'11 1/16" 0.327(U360) 0.010(1%) L L_ V CNA e (U24238) HO.3�Afi!' TL Defl inch 0.011 6'10 5/8" 0.491(U240) 0.020(2%) D+L L_ !/' (u1 os82) Design Notes - /q 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-1-2 to 23-10-14 0-8-12 Top 12 F'SF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tapered Start 0-5-8 Top 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF End 8-6-0 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF 3 Tapered Start 0-5-8 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight End 8-6-0 82 PLF 0 PLF 0 PLF 0 PLF 0 PLF Continued on page 2... eS chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc ponding 241 Lake Street,Massachusetts ted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. I adequacy of this component based on the f,LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and loadings shown. It is the 2.Refer to manufacturer's product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application.and to verify the dimensions and loads. approvals TER 1507-01 _ Lumber 3.Damaged Beams must not be used S1]ll Ctste Llr81 4.Design assumes top edge is laterally restrained wood f.Dry service conditions,unless noted otherwise 2.LVL not to be 5.Provide lateral support at bearing points to avoid S heated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 } m S Version 19.60.173 Powered by iStructoc CSD I DESIGN BUILD • Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 16 of 1f ' • Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 Barnstable,MA Project#: 17098 Beam#6 2.0E LVL by Stora Enso 1.750"X 16.000" 2-Ply-PASSED Level:Second Floor • 4 14 -* F _,.� 3 _6 11 13 c..� ilililiii 2 iiiiililliliiiliiiiiiliil•�5 $ 9r�,iy16 Hi llill iililiiii112 iiiiiiiliiiiili, 16 / -..,4�'+wwn,f� `,.. .�r�«. �,4„ 1 SPF 2 SPF 3 SPF Jr 12' 12' y3 1/2" 24' ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Part.Uniform 0-5-8 to 8-6-0 Top 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 5 Tapered Start 8-6-0 Top 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF End 10-5-0 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF 6 Tapered Start 8-6-0 Top 3 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight End 10-5-0 22 PLF 0 PLF 0 PLF 0 PLF 0 PLF 7 Part.Uniform 8-6-0 to 15-6-0 Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 8 Point 10-6-8 Top 72 lb 36 lb 0 lb 0 lb 0 lb Header Column • Point 13-5-8 Top 72 lb 36 lb 0 lb 0 lb 0 lb Header Column Tapered Start 13-7-0 Top 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF End 15-6-0 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF 11 Tapered Start 13-7-0 Top 22 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight End 15-6-0 3 PLF 0 PLF 0 PLF 0 PLF 0 PLF 12 Tapered Start 15-6-0 Top 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF End 23-6-8 8 PLF 25 PLF 0 PLF 0 PLF 0 PLF 13 Tapered Start 15-6-0 Top 82 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight End 23-6-8 1 PLF 0 PLF 0 PLF 0 PLF 0 PLF 14 Part.Uniform 15-6-0 to 24-0-0 Top 1 PLF 0 PLF 0 PLF 0 PLF !I'--'"-.^I°e4f Weight 15 Tapered Start 23-9-4 Top 8 PLF 25 PLF 0 PLF 0 PLF - , o.;. Ass.4 yG End 23-9-4 8 FLF 25 PLF 0 PLF 0 PLF f. 0 PROBERTJ w. 16 Part.Uniform 23-9-4 to 23-9-4 Top 1 ELF 0 PLF 0 PLF 0 PLF 8: 0 PLPI"-WAll Self .pis t CIVIL Self Weight 12 ELF ` No,30400 NT/V46",fi , (/ 1 ? 1 es chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc pondinq 241 Lake Street,Massachusetts rted Structured Designs is responsible only of the Handling&Installation - Stora Enso USA U.S.A. ral adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 criteria and tomes a shown. h is the 2.Refer to manufacturer's tr urefs product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used tI:rU CI Ll ril� 4.Design assumes top edge is laterally restrained OOCi i.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 5 Ste Ill$ Version 19.60.173 Powered by iStruct°° CCD I DESIGN ri BUILD f 1 Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 1 of 16 Project: Input by: Jeff Rollett ' . 'isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 ' - Barnstable,MA Project#: 17098 Beam#8 2.0E LVL by Stora Enso 1.750" X 9.500" 3-Ply-PASSED Level:Ground Floor • 5 4 1 2 I6 I 4+.411-440 .- :,;...'-` ""r"'-.irgs .' _ s a• '"*,*.+ .. �•. ) J .3 - 1-1-1/2" 1 Col 2 Col 3 Col 4 SPF 7'1 3/4" 1. 5'2" 12'5 3/4" /--/5 1/4" 24'9 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 133 85 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 0(-1435) (-455) 0 0 0 Deflection LL: 360 Loaci Sharing: Yes 3 5707 2096 0 0 0 Deflection IL: 240 Deck: Not Checked 4 2915 1179 66 0 0 Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. ad: 12 PSF 1 -Col 5.500" 1% 108/199 307 _L D+L 2-Col 11.500" 0% -537/-1660 -2197 _L D+L(D+L) alysis Results (-2197) Analysis Actual Location Allowed Capacity Comb. Case 3-Col 11.500" 15% 2165/5897 8063 _L D+L Neg Moment-8525 ft-lb 12'3 3/4" 21101 ft-lb 0.404(40%) D+L L 4-SPF 5.500" 33% 1167/2883 4051 _L D+L Unbraced -8525 ft-lb 12'3 3/4" 10032 ft-lb 0.850(85%) D+L L Pos Moment 8362 ft-lb 19'8 1/4" 21101 ft-lb 0.396(40%) D+L _L ��OF MASS.,. Unbraced 8362 ft-lb 19'8 1/4" 10032 ft-lb 0.834(83%) D+L _L a gCyG•',, Shear 6028 lb 13'1 1/4" 11638 lb 0.518(52%) D+L _L 10 RIJ9ERTJ q�`�, 1 LL Defl inch 0.180(L/808) 19'5/16" 0.403(L'360) 0.450(45%) L LLL di PARENTE . N ii TL Defl inch 0.248(L/585) 19'5/16" 0.605(L'240) 0.410(41%) D+L LLL ... CIVIL No.30400 . Design Notes 9` 9 ,:� 4Q 1 Girders are designed to be supported on the bottom edge only. ,2s4_'' /e; ,+�i 2 Multiple plies must be fastened together as per manufacturer's details. z4`.'i ' 13 Top loads must be supported equally by all plies. % e"` 4 Tie-down connection required at bearing 2 for uplift 2197 lb(Combination D+L,Load Case_L). 1 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Point 13-8-4 Top 1145 lb 3410 lb 0 lb 0 lb 0 lb C3 i 2 Point 19-8-4 Top 798 lb 2181 lb 0 lb 0 lb 0 lb Stairs 3 Tapered Start 20-4-0 • Top 22 PLF 73 PLF 0 PLF 0 PLF 0 PLF End 24-9-8 . 22 PLF 73 PLF 0 PLF 0 PLF 0 PLF • Continued on page 2... Manufacturer Info Structural Wood Systems,Inc 1 S chemicals 6.Far flat roofs provide proper drainage to prevent 241 Lake Street,Massachusetts ponding led Structured Designs is responsible only of the Handling&Installation Store Enso USA U.S.A. ral adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 n criteria and loadings shown. It is the 2.Refer to manufacturers product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component surtability of the intended fastening. details,team strength values,and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used ,StIU CtUta 4.Design assumes top edge is laterally restrained 0001 1.Dry service conditions,unless noted otherwise 6.Provide lateral support rotation bearing points to avoid QW_ 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation J)'SIE n15 This design is valid until 10/15/2022 - Version 19.60.173 Powered by iStruct°° CSD I DEESIGN BUILD Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 2 of 16 Project: Input by: Jeff Rollett isDesign Address: Lot#6(35)Samantha Drive- Job Name: 17098 'rm.. Barnstable,MA Project#: 17098 Beam # 8 2.0E LVL by Stora Enso 1.750" X 9.500" 3-Ply-PASSED Level:Ground Floor 11/1 i 4 j . . i1 1 26 W 1 11 3*I _ n ..�. . - � x 0�0j� I /2" 1 Col 2 Col 3 Col 4 SPF • 7'1 3/4" 5'2" 1. 12'5 3/4" H5 1/4" 24'9 1/2" ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 4 Part.Uniform 24-4-0 to 24-9-8 Top 45 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall Self Weight 5 Tapered Start 24-4-0 . Top 1 PLF 3 PLF 0 PLF 0 PLF 0 PLF End 24-9-8 r 1 PLF 3 PLF 0 PLF 0 PLF 0 PLF 6 Point 24-6-12 Top 567 lb 1402 lb 66 lb 0 lb 0 lb Beam#4 Beam#4 Self Weight 11 PLF 1' • , 4(7H.oF Myssgc R BERT J r. e. <' PARENTE -- CIVIL No.30400 9F / T 1\ Q>`M fa2I r • o eS chemicals 6.For fiat roofs provide proper drainage to prevent Manufacturer Info Structural Wood Systems,Inc ponding 241 Lake Street,Massachusetts ted Structured Designs is responsible only of the Handling&Installation Stora Enso USA U.S.A. ral adequacy of this component based on the 1.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 1 n criteria and loadings shown. It is the 2.Refer to manu'acturer's product information Alpharetta,GA 1-800-344-8117 ° responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used ,,._t11 Ct Ll rtl l. 1.Dryservice conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained Wood 5.Provide lateral support at bearing points to avoid S 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation }s1e m s This design is Valid until 10/15/2022 Version 19.60.173 Powered by iStructre C'CD I DRAW SOILS Client: LOCKEWOOD BUILDING CORP Date: 10/21/2019 Page 3 of 16 • Project: Input by: Jeff Rollett • isDesign Address: Lot#6(35)Samantha Drive Job Name: 17098 Barnstable,MA Project#: 17098 Beam # 9 2.0E LVL by Stora Enso 1.750" X 9.500" 3-Ply- PASSED Level:Ground Floor -1 2 - , , te �.. 4�� w.+ ----, t lll9 1/2" _ 0 1 SPF 2 Col 3 Col 8'7" } 8'6 1/2" '�5 1/4" 17'1 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 28 54 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 266 257 0 0 0 Deflection LL: 360 Load Sharing: Yes 3 3 40 0 0 0 Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F General Load Bearings Floor Live: 40 PSF Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. I --ad: 12 PSF 1 -SPF 5.500" 1% 53/36 89 L_ D+L 2-Col 11.500" 1% 259/268 527 LL D+L alysis Results 3-Col 5.250" 0% 39/15 54 _L D+L I Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -385 ft-lb 8'7" 21101 ft-lb 0.018(2%) D+L LL Unbraced -385 ft-lb 8'7" 13596 ft-lb 0.028(3%) D+L LL Pos Moment 298 ft-lb 5'9 3/8" 21101 ft-lb 0.014(1%) D+L L_ �y(H�F MASS9``'a, CS Unbraced 298 ft-lb 5'9 3/8" 13596 ft-lb 0.022(2%) D+L L_ •p cr G � wOBERTJ � . Shear 277 lb 9'4 1/2" 11638 lb 0.024(2%) D+L LL o PARENTE LL Defl inch 0.003 5'3/8" 0.273(U360) 0.010(1%) L L_ U• CIVIL (U34694) iiiNo.30400 TL Defl inch 0.005 4'9 3/4" 0.410(U240) 0.010(1%) D+L L_ \ 7,5F . . :' (U20463) \.,,,,_T,, Q �•T> Design Notes 1 Girders are designed to be supported on the bottom edge only. —<e /9 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Point 5-9-6 Top 80 lb 146 lb 0 lb 0 lb 0 lb Shower 2 Point 9-11-2 Top 81 lb 150 lb 0 lb 0 lb 0 lb Shower Self Weight 11 PLF chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info .Structural Wood Systems,Inc •es pr° pr pp 241 Lake Street,Massachusetts •ted Structured Designs is responsible only of the Handling&Installation ponding Stora Enso USA - U.S.A. ral adequacy of the component based on the I.LVL beams must not be cut or drilled 310 Maxwell Road,Suite 300 02019 „n criteria and loadings shown. It is the 2.Refer to manufacturer's product information Alpharetta,GA 1-800-344-8117 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code . www.storaenso.com application,and to verify the dimensions and loads. approvals TER 1507-01 Lumber 3.Damaged Beams must not be used tract a ra I 1.Dry service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained OOCI I s.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or.corrosive VS L0111 S lateral displacement and rotation This design is valid until 10/15/2022 _ Version 19.60.173 Powered by iStruct' CSD I DDRAW BUILD • Bowers,, Edwin From: Lockewood <lockewood@comcast.net> Sent: Wednesday, December 04, 2019 3:39 PM To: Bowers, Edwin Subject: 35 Samantha Drive Barnstable- Prescriptive pass Ed, This email is regarding 35 Samantha Drive Barnstable that is going to comply with Prescriptive Pass under 2015 IECC Thanks Joe Venturoso Lockewood Bulding Corp CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! • • . 1 Mckechnie, Robert From: Mckechnie, Robert Sent: Friday, February 21, 2020 10:08 AM To: 'lockewood@comcast.net' Subject: re: 35 Samantha Drive, Barnstable Good Morning, I have received the letter from your engineer, Robert J. Parente. I respectfully have accepted the explanation provided by him. However,The reason for the confusion is because the plans submitted for approval have two pages with conflicting information. Page A2 specifies 5/8" anchor bolts spaced 45"o.c. and also states bolts spaced at 6'o.c. with no size listed. Page A4 of the same plans does not specify the bolt size buts states bolts spaced at 6' o.c. So, I reviewed the foundation plan and read 5/8" at 45" o.c. and I inspected with this information in hand. I will make a note in the inspection so that no other confusion arises. And one final note,the plan shows bolts installed in the foundation drop or shelf areas, but no bolts were installed. Detail of what you plan to do here will be required on the sheathing inspection. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 • . t • . • i, """ `"`Refer tO Architectural Plans for ALL Dirnertstons'** I St ; Ron Board Dane • A3 - _ _ F 404 ,.I�, {�is • Blocking Detail - ' "sl - Conventional Lumber(2x10#2/SPF)©16"o.c. i ,,,f 1 + 1 J.) A, i d ,. ..,.a -wx'- s.s.+r; a'-sk _.'t.µ:me.a eai `.�. -i x lweavat&ndcns0wra I, 1 Sheall tg Panel mint, Ii1IIillUIlli IIUIJ fMatlas;Hrl1 R __ .i1 A C a t V ^L Fr.- 4 M av r+wc.v X Pep Went Joist Hanger y2 E a • ; i le U .grid. s1 # Squash Bl�i Detae $1 __._. „� 'f # 1. i ROOF rrl I Snow Load 30 psf , 3 kill ...Squash Black Detail - i •1]•)aN(td'vimuml Q t�Y ®DmdFa IaOY i (—Wood ctural ■'3',a;B'lWtlapm OTmal.rSteH�a�a STRUCTURAL WOOD SYSTEMS, INC. LOCICEWOOD BUILDING CORP � Wae� "�"`� (YercUJco.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS'" m b. ��•y re•s+:ve•r�sr aeeea reWae �ystem$ O Panu,NLI.YYPes) t®a,e Bearkp was YARD:241 LAKE STREET.BELLINGHAM,MA 02019 _tot#6(35)S amantha Drive-Bamstable,MA, ,/ PHONE.800-344.8117 FAX:508-876-9508 ( .ws.a ... ..�LLWfDM deem MIST BE�h+M��.0 OY ALLPosta tjp}g • I ""'Refer to Architectural Plans tor.ALL b/rnensi ns`*" I► • Rim Om Board Data i BIov'ng Detail B 1 f Conventional Lumber(2x10#2/SPF)©16"o.c. - - -"""... Hoaantm44063nJ®w3a:2 Sheathing Panel Joints ( t i W K 1 I ; ; I i ' i I 1 III I I I 1 I1Li 1 � � � � i j I III• l /Cantenver Detail ' WI Il1il . I { i III I ) I ; Il it i I ' j I 1 I► I � I rII ii , jI i IIjI I i r j ! l. 11 I ill •y I • • Vs'''.. toC""i‘ir,ni , M,lam i Ill ! I ! Face Mutt.beti Hanger. .• saE3•' �Y' wmru.til ,,., ant _ CZ a-w Tag Mount JaN H2 t Hangar a E a....-7,"I'..,,.3.,„,.,,,, Squash Block Dotal o COLLAR TIE LAYOUT 1101 /I I .Squash Block Detai() 2 I ''�—� 0I3•)ett4("=: if`de ®Dous"�' STRUCTURAL WOOD SYSTEMS INC. �o. EWOOoeul�oI!4GCO P Ctructura) ■(3.)2xe(MWmim( O Tubular Steel Column Wood Engineered 3 Wood BBB0wW(T)p•UBO "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" Via= '• 51;•t8=ram eaaarm IDtO eeadp Watt oar xwame.n.m,...yStem$ 0 Fo„uo(n.i.Tared �2.6 ea xr way YARD:24T tAKE.STRE117 F LINGHAM,.MA-02019 LotBQ(35)Samaniha Dove-Bemsteble;-MA w_ t FuuVrtDTHN Beath MUSTec Suwon.trysuvow PHONE:.800344.8117 FAX . 1 no.. '" Meier to Architectural Plans for ALL Dimensions"''* 17,1111 Ir Rim Board Detail A3 • ''S•011' . . / r Blocking Detail ei 14"SWS-23.Series @19.2"o.c. - - tzts, torfrI.......1 ` Halzmta161oQSg a Wos 1 G I f u r ®[ �I©1 10 V t I Ri l. �.- t ..,.i ^ 55 ri Jp Ct u 1 r E Sheathing Panel Joints ® e t 6 t 1 M[ { } i ;+ } 1„1...., ... , .t. -,../.....11 / 11, 1 .1.1 11 1 : ',., 1:,. : 1,,, 11' ' :::::,,,,,I,,,i':,.triti',,,I.jilt:},i i,...,..,,i,,l.: ,....,1i,i ,...,[11 y ( ram. II ' 1 II V,. r: 1 ' r ! a Li 11 ray v.'[u.,v A 4- ! . L Ik ahem ma N ^° 4$ v $F. it 'i¢ -.f i t..�s"._ _ - Fain Mount.b'vl HaaBo+O 6, 4 ") .u� Y u G I I x — __ � P ° :'�' t (! Y i3 I 1 i t __ of © © —. _n ._ a..._, x_ �_T __ _�O q Top M10 Just Hanger I s,W- ,_.—___ _ 'V0 S Bbdt Dated . •. F- L 0 M 4. SECOND FLOOR /�" g Live Load 40 psf II� squash Block Dela.° • :13 139.(MWmum) Lary ®Dwtrx Lary Structural " ' '" '�m, o Taaa�Steel ma STRUCTURAL WOOD SYSTEMS, INC. LOCKEWOOD BUILDING CORP Wood Fs e°°ootlPb" xssa.a.Y (rrourvoa "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS'" �� jrq �� �aa3Y'16c S>i iB_>•. .axa eealiro WWI m,r a.m,o.,.m.m,. Systems//C------- 0 uo mu,,e,, ®¢,e Bearingwin YARD:241 LAKE STREET,BELLINGHAM,MA 02019 Lot 6(35)Samantha Drive-Barnstable MA �_i�% FULL WIDTH aedan,Must BESvyanaa try ALL Pc. , PHONE:800-344-8117 FAX:508-876-9508 -�- I a,.Ir win. • 1 1 • , ` Refer to Architectural Plans for ALL Dimensions**' - Note: These plans are to be used In conjunction with the ARCHITECTURAL Plans By Konosky Associates,Inc.DATED 08/01/19 Rim Board Detail - - - - Bloolo n9 Detail Bi 1-1/2"x 14"LVL Joists©19.2"o.c. • Ais Hot(cJntat8toclntg®wex.E £ I®.�9�$ - 1117111 ' 0 ® i ® �,E 1—' . Sheathing Penal Joints "`_ I. t LI 1 a I ._ H p a6�€j n ;:—' 'K.. i° ' I I�1 1 I III _ t _ ' It..I. ., IMO (on"bvsr Bete) t+- ) -,.,./ ,,,..,,,,,4:1',-;.,7:. ' -',;"'' 1` . I I , 1 1 i 1 - 1 IT 0 1 ,11 '... r c"� t r € a 1 1, uz.“... *` ' n ®f ®i pis Lf kx? $ [ tI' '.A - -- - Face Mount Joist Hanger() 4 Y 11 ° . 11I ) nwW + F v L I e4w1aetli { NOTE:Fasten Panel as follows: (e.( Perimeter. 9d,Nah@!8•a.c Field: 8d Nails 12"0.c. . METHOD:PFH-PORTAL FRAAAE i+" }--'3r�" —�v �. IQ VutZinr,,, WITH HOLD DOWNS - -SIfoirer .II - tt.. ra PER RS02-10.6.2(IRC 2015) i,. Tut)Mood Jlel'Hanging METHOD PFH-PORTAL FRAME a� Note:Do not cut or drill holes in WITHHol.O oowrls - floor joists without prior approval from Structural Wood ` PER R602:10.6.2 EEC 2015) ),Mite, Systems Inc. 1 Y' � Squash Block OcWI O ... < _ x - )� 5✓ ,� '''"' Blodk.All Plywood wants FIRST FLOOR �A P"°°'''°" in 1st Moor Exterior Walls Live Load 40 psf - - I _Squash Block Detall5? •"•'�°`"��" ' I®`a" ®D""e " STRUCTURAL WOOD SYSTEMS, INC. LOCKEWOODBUILDINGCORP (Structur; •_ts lzsalmmwm) ®,-....rst..,c...n - %.�. t Englneeres woad Post Hsti Utley'!r».ux o.) _ _. 1..-•w- ma a. e"yt "'ENGINEERED FLOOR, ROOF & sTArR SYSTEi✓S' . n ,9.) yste ) <m ay ro.r ...elm y.Awn swu Lot 35 Samantha Drive-Barnstable,,MA -.`.. �ySte171S / p vn,luP tw Types) ®zm6aabewaa YARD:241 LAKE STREET;BELLINGHAM MA 02019 ( ) _ - - PHONE:800 344-81 1 7 FAX:606.676=9508 �,_ +✓__ ��rs 1•�BLL wtBTN c16MryST BE Supported M ALL PALM I a"."c'a^.-' ... 1T068 - . a�u vmo �,g .• ,/tg_,� Q ///1/�/ �a� 4/`� N'IO�I N N e8°E Ue' Nau _ _=____==----===----=------==-r=====_===---__==__ =_____•_r i. . duo • �oN ,o a v �F 7 Y= 210 rrrrrrrrr= ==zr=:____=:rry =_'---..; ex:i::1iS:- SAr �:r:. ,941, Ew._ .4 v _�__- -s�=z-r_=r -s= FTw___ s='sz�st e=3is==. iveogo „_„„.. a m =rzrr_r_=rr=r-r_ --- -- - C.- __3a'__ :_rr_ _- •=ir__ i.. 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SCALE: O(0 _ _ rc • ass .'m w.3 ��• a N m 033 ' N OS w o3a Sf mm>wY .v Y v m, - a» w aw w •..mnua• m> 19 n .m7m ,mu _ i +},F CO 1 ALL DIMENSIONS AND ROOM SIZES SHALL BE 4-,H. FFFR AME11402.IABUILDER/OWNER BEFORE ¢ 3' am sn5 na oir• liar v :o tvm ,. FaUIYLLENf UFAO70aS VERIFIED BYSEISMIC Gi.t °b mss .e ro13«v mn m.n m.e m ZONE n maim mamma ?:0 g mm ,mu■ r...... ,,,,,,, e.-e■prt mum CONSTRUCTION. SNOWLOADS BASICRLNDSPEED;V5. rp 7 ea 030 w .o fo13.10 .nl w .ms .n4 o. iv.+ me usAerpm us:ion us�eraa �eA uc�cma• uunon � iaam.�u ALL WORKING - PARAMETERS - n.■ 2015 1,.R.C' _. ---.. .. { 'pc . usoc7pm 2. RKING STANDARDS SHALL REFLECT ALL • CAL&STATE •omeu..,mrwv0evpmmom -„my°m,mmnnr° eiee`�e 0fh--°Li1b1°�e01tlema0i n- ly �` �AI - • _ - o..vo a65 ,on]0 O.m4 500 •OD64 0.1e0 0.471 3.ALL UN DIMENSIONEDING COD WINDOWS/CASED �_ around Minimum �_6,� (al' PLAN# 102230 a Mmom® ° e ,. i,440,m mo.i.mmitobte.4mm r mm�mamm,..;mlm,..mme a4.41.(4.11. 3 0p17 n091• 0136 dr�Bd p:52 0.5! onw • on6o ome Flat Root Risk .Risk Risk PLAN DATE m tl rr' � � �.5 �V�O, 5 � OPENINGS SHALL BE CENTERED OR HAVEA v 0.wj tmm.mmm,.ree®m =-r. �'. • �`0' Q32 -.455 .0.026. n060 nwa n017 oA59 0.055 STUD/JACK CONFIGURATION. Clty,/Town- oaow 'Snow Category. Category Category S, Si, 11/19/2019 .��tmm..am�v o dd.mm..�..peo®ne. ..TaFI,,,' 1•arnoo 'ITtin'1,7_ sem e�dme+ OM ass (Ins -aom pne ap73 p5L•o (KO - Load,P� =_ ..;•im�.na.nm..�.. a c,=..ma.m.,es,..�07. !.1O a sir!41,ale Load,Pr6 I II III or IV '��pF.1 , a,R�+ 6 0.30 0.55 '0a25 0.045 00E0 0.m3 amp 0.053 4.DRAWINGS ARE DIAGRAMMATIC AND ARE NOT qq (�{� m°ilim.smmm m..5e.m.nwawv.vm r+^ t>5 IW t i17 1ad3 a3o '0_55 ..UnS 0.017 0057 0.023 0.050 .0.055 INTENDED TO BE SCALED FOR MEASUREMENTS. 'WS•/' ' pso sheet: •2.'„ 1.�>�+r�i ,t''?,'.G >Nam. .n�,,,.mmaxeemlomp®m.,mr�m.onmoo.m.01... s .p.ttev..mu- mv.v.�r�etpwvnmm...atmv"iu '';:tied :it•-Stl'X',>4i`;'i.• L.Mass n91G do04ua,md-ivnioSalimO�m,SN'hro may70CO3ev�vla0vvum0e nevi.SIvpm a.O lJ{f[1YO.0.0 ad n.m10.17 NOTICE:CONTRACTOR SHALL REVIEW PLAN AND 1 •Barnstable 30 2$ 132 I4l) 1$? 0.I52 0•055 I 0�. .,,..h.ywmm.....wernimar.n..r..om....-i>.r®n-meytmen.wea 'rornmu.Z=LaamCtlmocuoo2 a12io Mama=3,pm7 ioCaimm7a.Andm.ams..ao651oammcrmesmtaame A mapm7 REPORT ANY INCONSISTENCIES,DISCREPANCIES,OR -ccoaramtatta _ I li...u.u.va. .'e5oa.vwv.i.amaam.npe.ee...m.va..meb..m.®tram®m b Oimacl.6dwe3ee, AMBIGUITIES TO MICHAEL J.KONOSKY ASSOCIATES 2018 INTERNATIONAL ENERGY CODE em.oaam®mu®ndmeotg Rem Owl.lm him Ywl.l.m en�mnp0a orm 0me w0.yq BEFORE PROCEEDING WITH WORK. • i. 4 w r • a • f a %2 ash N IT"2 ovN 1.ALL DIMENSIONS AND ROOM SIZES SHALL BE • °NQ a�.�o VERIFIED BY BUILDER/OWNER BEFORE ne c°o•u CONSTRUCTION. • �o; o • °u a _'h E 2.ALL WORKING STANDARDS SHALL REFLECT ALL - SECTION R408 °2 y Nov FOUNDATION WATERPROOFING AND u E LOCAL&STATE BUILDING CODES. - DAMPPROOFNG Q as o 3.ALL UN-DIMENSIONED DOORS/WINDOWS/CASED o c°°n OPENINGS SHALL BE CENTERED OR HAVE '^ °a STUD/JACK CONFIGURATION. R488.Iw oncrete andtttasarsry foundallon daTnpproonug .4 v n Foundation where Its e9 Section a en ta.ntedorwritemsspates E o u o foundatlan walls that retain earth and enclose WMmap. ._n • end noon below grade atoll be danrpprooled from the higher n V+'-O rn 4.DRAWINGS ARE DIAGRAMMATIC AND ARE NOT - of the lop of Wefootmgar(b)61nao(IS2 nun)below Um ao� cif INTENDED TO BE SCALED FOR MEASUREMENTS. topof the basement floor.tothefbmhed grade.Malang walls of a�r�u of shall have not less than'/,Inch(85 nun/pordalM cement w° c NOTICE CONTRACTOR SHALL REVIEW PLAN AND pow.,iipµ.w.w owoowin4 t.woww....wpwg..g woo,oc oa c43yQN REPORT ANY INCONSISTENCIES.DISCREPANCIES,OR dampproufnl In orrordancewitbmc of the following: �.N.L AMBIGUITIES TO MICHAEL J.KONOSKY ASSOCIATES - Ig, m 0 BEFORE PROCEEDING WITH WORK. h', N I.611unlliwlo tonal 3 fi 2.Tn di pwnls per syuae yaN(1.63 tg/n�or acrylic ° - modified mnrnt. =o$ C v a., 3.One.elghth.lrrh(3.2 nun) t or surf e-bonding o tx'� - cement complying with ASfh4 C 887. ,°,so 0 0 0 • 4.Any na#nnl I prmmhJ f waterprmnng In SacUmr j' ,°, if.n"R4g6.2.5.Other appro udnwUrods or nnterial. Q9~1aoho0/ - 65._0. rpedwllem�o mffialerl lb n t�ed ails Is 1Ta�'°onoawt0 • / ration to the masonry. PP'R oPPgo-� $L c co_ / 17-1 1/2' / IS'-10 1/2' / I2'-0' / 17'-0° / °E _N Concrete walls sloe it dmnerials r by one of t any ono y ° nrIMlineddwvpp flog nctionsormrycowof the water- u"0 u;y-`a._+3 PATIO prouMg rnale#ols bated in Section R406.2 b the werar d °E'^ 0/4 v a o dw wall. k,y'g .03Q 5/8"ANCHOR BOLTS IMBEDDED•' \ \ "�� - -ail ����� .. ..\'- °3 S ' 45"ON CENTER 12"FROM CORNER/END — --—_ I \ - r ���������ii5�i�uiGiiiiiii J i I \ / Pi II K FAn VERIFYI B/ATIBR - \ a�a 3 y alai ii:�ii iii ..• f// 3"X3"Xt/4"PLATE WASHER L` ,�D o r jl I I- zr)4 _l 1 1 L M ,- FINISH GRADE SLOPE ,, cuv 5 5 • 1/2"433 FOOT Mrv6 I l� ANCHOR BOLTS 060CAND E'i 0 M I \ I I �;�;�;\ �z i�� —, I \ \. FEET FROM WALL. r- c - 12'FROM ALL CORNERS. E - o�O o N 6, /i i„„ ;hail�iu�ii;;„2 )alai l ii/iiiii�i Ji%i l alai /A iii ii J J i)i ,„,; /iii/u i ii l o p 14"DROP I= 61 \ L . I I W #4 BAR CONTINUOUS IN TOP ¢t 9 n /'' I 6'-10' / 3'-6' S'-4'. /2'-6' 46'-10' •- = I V - 1 FT OF WALL a 3>c F'm o y . r'-'---gr. .' \ I Q FOUNDATION WALL 10"P.C. in... o BACKFILL GQ O IEEE. -, • DAM PROOF OR WATERPROOF 'n G Lii c '. \. _�q IEEE= TO FINISH GRADE V / N ::�:: - j ` #4 BAR HGTOF WALL CONTINUOUS®MID m m \\\\ /7 a �n - Q. I 4"PERFORATED DRAIN PIPE W Z Q j L O • gp O O O Q COURSE GRAVEL V) Z O N • - a1 N o Er Z m N FOOTING W/KEYWAY ` W < a • I • • I B BAR CONTINUOUS IN .C..( 0 M w • • 0 BOTI FT OF WALL - J C F 4"P.C.SLAB3000#Merv. i m i_v BASEMENTU. m p tv / 33'-0' � r /— W-I iii 1.`i r 15,-$. /2•-6. /�',-w• 'Iy 36. I'-g. 3'-6. •• uP — Foundation Wall Detail U)1. — G �— 1 .; a o M 1 •.' L ' - • I ANCHOR BOLTS 0 6'O.C.AND N j»/7 FINISH GRADE SLOPE 2 FROM ALL CORNERS ~ I O in 1/2"PEK FOOT MIrv.6o I \ \4 \ \ .SEE FOUNDATION WALL DROP DETAIL I — FEET FROM WALL. 7-1 a. J • TVP.IO"CONCRETE FOUNDATION W 4"P.C.SLAB 3600#Merv. 2 .',: h J IIIII IIIII IIIIIIIIII 1i11111 #4BAR CONTINUOUS IN TOP a 16�_&. r WALL MIN.300011 CONCRETE W/ I I FT OF WALL I / /' I; AN12CFROM AL ALL ERSC�D I COMPACTED SUBGRADE I F 0'_4. ►�R • #4 BAR CONTINUOUS®MI D \ \ \..... ��• 10� s J HGT OF WALL 1.Y,a. ' CAR C;ARAC;F (2W./M��" CO F7RERA7)NGNO1E5 in FOUNDATION WALL 10"P.C. N 0 N 3000#mit, ` Y ' • • BACKFILL 1 I—PORCH WALL DROP 6. I ; I O Zm TM.4''CONC• SLAB oar.#Mlrv. O #4 BAR CONTINUOUS IN BOT N 0 SLOPE FLOOR -�DRAIN TO i FT OF WALL O a OVERHEAD GARA •DOORS. ' •Y l Q @J Is ia.nt uno arsumlonn.nsn I _ _o— I COURSE GRAVEL 2 O FOOTING W/KEYWAY �."• O�! -7 m aw.mw..e.w.aa z DROP 12[SEE DETAIL) - J ..� / yy �� TURBED SOI fc Q Z 2 LLumeaannma,m�m.ad m.m.apa3.L.I. e,. L. itw two 2-00"XS0"ALLOW FOR VT,jp Q O b..,..4e.me,v..t•.46wsonarn.l.a.+lerov4m tJm rsm ;SO 2-9.0••XT0"O.H.GARAGE DRS _ .a,a.�icd1.0.w� m..wm•aa s5m a.� onto' •DROP WALL I2"(NO SHELF) (SEE SOIL BEARING CHART) v m a wwa.hm�waaamlb...m...aaomw • o z m v rr.rmgme.u•.w rSw ..i yam•' . FROST WALL Now.48" a`l_ f Z �a..W.nMr4 BELOW FINISH GRADE J '� w j O0 ,s.Tr m.an1.................._ _ _ __ 1n 71 El .. m.� am+.�wo..... �r \ \ \ Garage Foundation Wall Detail I. r i 3 /2.-0• 9'-6• A `-0. 9,_6° 'Z,-Oi Scale:I/2"=1'O" �, / JrIO.-6. / / t re 61 32'1 '- II- 24.-0' .Si a d 2 a / / / / `us,' / 65-O /, N fi ao to it) • FOUNDATION PLAN . SCALE:1/4"=1'0" • PLAN# 102230 • PLAN DATE 11/19/2019 sheet: • • • R311.7 Slabiros • a SECTOR IM14 65'-0' ~ R311.7.1 Width.Salmwys shill lulu m lads than 30' MORE ALARMS - .TABLE R0DI.T _ / / -TABLE R3o1.5 I • Ireis 1014 m/nJ In mks width mWl pumm'dmve the pm. R]N.I GearelSmohalvm slm comply Oh NFPA>Z - MIME.UNIFORMLY DISTRIBUTED WE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSec +`. o smWd Modell!height end below the teRuhed headroom ' and Solon R314. / IZ'-0• • / • On pounds per square Mall o y rn w o height Handmlh shall not pmd.l more lien V/,Imes R314.1.1 Whip Smoke Alamo AA he haolot mom- • USE LNL LOAR STRUCTURAL MEMBER TMM \a p ,o m (114 rod m Ohm side of the subway and the deer demo well UL RI7.Crad.d0 e.ember mom. Unathdlwle tlts without 0% 10 Raftershodcg slopes greater than 112 With UI80 A n N N g'H o width of the OM.at and below the...I height. m.Oro stall be evil he ma.sorb UL 217 m Including treads and loadings,shell be m Imo than 31'y and UL MN. / 10'-0. / 7'-I I/2' / IJS'-10 ILZ' / 12.-0' / 4'-0' / 6'-O' 7'-0' / Uninhabitable OILS wish Ihohd storages• 20 finished ceding nthmadxd m rafters 4 rn Ines(787 tun)wheten h.W.all h It gilled to one MO R314.2 When sorb .Scale sluts shell he gentled Iv Habitable miles and attiasmd wait filed*0.0 30 1FQ - ond 27 inches(OH mom)nowhere handrails ere provided on emrwdmee Oh Mb she. Floors walls and Ianllham DSO o 0 p 3-O' T-O' g•_5• y 9'-5 1/2' 3'-O' 3'-O' Bah,we+exobe)and Oche 40 `O� bolo sleds / I / / / ( q o t' --�FxceprNm.The winhh d s tnd Nolnvtrya dull he In / / / Ce2Wngs,00 hdtUe Mlles IlnChdalg'pla4cr 5y rMma Mth SMlm R3J1.7.101. R31421 New mouton.Stroked 00.10ll he pee • Fire ex 40 Cebu du ith)Ilerlhm Mlshes Wa 0240 O 2 oct 2 m E R311.71 Headroom.The headmen In rah shall be Ogled Ie Mdao men !TEMPERED I • I I Chards and 4vvlrans• am° and) ( lulling gypsum u - nm Ills thin 6 fees a Inches 126:12 moil neauM vmi- R314.22 Ahemlens,*mono end MOW.Moe 2540DH ALL WINDOWS WITHIN BUMPOUTTO BE TEMPERED Guard hF110 comma. All board) stoma.rondos U2/0 C m a 0 l rely from de sloped Imo adjoining the mad nosing m m.tero Or memtlmpaglmns3me vmea oi,raed T1C\ r vs--.1., 3050DH 3050DH 3050DH ( Passenger aehicks:no. 50• Exterior walls-wind loo6•with p100.0 or w aeramea 32.3.28 • Tv from he floor s of he landing or plot no I. to end deeff de nele till do O oo.shel be - �' C if. ! porttn f the saUwmy cooled won smoke Ors loaned m rep.for oew Roden mM dun sleeping 40 finish N o m Escollons• earbnww f" / 4'-O' w^- • .._.. O _.._• SlvepOg mma. �m 30 Exterioralls-avlmiloads•with other brats /p210 E o+N Except.; iI kf OPTIONAL BENCH SEAT a° (Whe.dm nosltgs r troth the side of a floc - - Slabs 1U' Cx w was-wind loads•w4th Deziblm Ottishes }PI20" 8 p N ;a+ Sail avdn the edge of flour openng dough I.work Mt..We acme ofwes of Mete L, 12060 2020AW� _ � C E Mach she oh the fluor shell be de addl.tlmawlaeamadrmng meaty a Fro -od45 rPa apaalmh-615 and. masonrywas U600 opening a<adrmmrepwxmvdwlWa.smdva lam, �- \ `1 \ \\ Wnnved to prof horizontally Into the requhd or ore addition d•porch m dw4.mop r -..- : - - iy.1 Ind-pl 1 Nlmr L-Van length.H-span bele. IS'u o v n 4 N headroom not more than IV.mocha(121 tam). f the t...d Mow., ��f a dllo. .op..aragpo.•z.0...lo.d n For roe purpose of the deft..dcfkdmnmm Oft 0e word Iced `� ,_. 0 I I= 00 .w1Mo er,zO paesb.m. shall 2.Tro bedroom for•MI saiwa shall he In z Inm1..dmmtm m epla d pmnbltg v a a �an (ASP loam obtained Om 10012(2)the mmptmm mod uaddlV • mnodowewith Sea'ILrn ROt1.T.101. hoorah epmem awe emp limo the req.. _ 5'AI.K-IN-C17 ill Nltal(: _ ''' h UdntaWmh weseddpovan�mrahebmth•ehnrad F- j 29 yo-sE nerm of this moll. ID't - I Mwam Johu and mom nmttmmtbn2 ucM;m.lete dwty me b For. timer members,L Moll Ea isko m mice W tin of the o h-o>,°L 11311.73 Vertical rise.A flight of units shall is law a - W = o ® ($s W m ad0mesa morn oh win 0oM®0mbn capable d C° g R]1432.a..smile Wounds.te nwWkA nMe. I P v Ira rise Niger San 147 bens(3734 rand between howl loolom: - 1 = I loromnedaag.>mm¢d rar.gl^41 sbn a MM.by 24 bobs m For Imudnum Hal memhen a mots used m rhea m walls of _° �° Dom levels m landings. na ---I 19'-4' V y� P RAT){ 5t he eamn.whin tan pone of ma moos T'os Alm and need m Fromm,mubm or polo mbo o m r w 46§ ^.:°,c c 9I I.bleach sleep.morn. aC__ II i-_ N• he woof man evommab•with any other Oohed nob.. supporting edge gins. P13 o R311.7A Wal.te.The walkao mow wader heeds 2.Oualtr malt separate•MadB see m the mmmmm T�s - -•• O.f•-'' _ '.-4•• T e InasWd ualr ire.doll In Maim.rot the mRmmy 0.1h red Us se dw•kh pant.the Sol Intl defect.dull m mewl UEO.For o\y� m N 2*s shall be mom.m the curved dbwmn of osel o u o U through the I,m ad holed 12 aces l3os mom)fFm the S.On each ddblmY royscary d the Meier.heldtg I ! - hod m a 30oymma mvmmtmd bad ambg came an rasa d 4sgFo msU°'n's a1"°'It°'°'V°ew°I t®ben supporting edge of glass.de m sWewvhm the Models me 12 Innancha.T.12-Inchfon the Onveh addelal stow of Me nos ier.egmom 1I'//-\\_\\\\N _ loft.nwhth.twa peas Ogre..F�s mml,bd delbr..sb.tlmewed UlTS.each glass 1@.U6D for y ��10 mid daterolan shah be ataaaud f the-wide he owes and adndshtmmk antis In.0 ugow MNr• \\ 1..a 306E 1 3060 Q = doe A Mee c goommd bed opted t o%dhenNam up palm along Um Os cover01 105lee 0 0l the lemtrs wls of m b more sWogmU.Far . ,,1 :J o m L of Ind clear stele 11widthbe m Mae winking Solace psi. ere es me, I I r fE- I-�2460 -- 2660 \ tem\ sandwich peels used to rmls m wax of wmaam mdotom an pmb �r oft Via Mxb and Halted an ownwdig T *San Smton RSm.I fammksatmehatl lo.arar aaRr W total Mil Mend.snag -eel VIM >' ,1 W o n m winder.If winders m dJmm wllldn the flight.the palm mom hetwam n.allavn.eels o Smile tlann �L' �' O - Q foe God iaNl cmpmoma(dt throe eurp th.4adm10.heM1arrs oil d Deflection for emote ware with f elm gyPu....OM dull he c"0 9 0 h'c 9 adds widest deuwb width of the adjacenn widen dell hutalld on then....shall dam M.o.D.. d 'poet Aeon shall he OsIged m old.W a totemtly opted mind Imbed anelovable denmtmn of HMO. 0 V L .a Mel piovMd dm the Iowa Mel b W Wan /J . - - 7'-O' ■■`■ 8 Refer o Seaton R7W.d2. 'e v U he Hoed me Mt aMp•he6ro de tp.e.k•.d. m 6 al NN M load of dal f TOMO need notbe o o u ,mode �0 Oh my.some o?g R311,73 Stalr treads ed.risers Stab treads and rim V N 1_ _ n m shall meet the Ism®of ft warn.For the 1.Smoke aumm did he from Me we er po 3 few d nth Psi' b.moil Mlmsay booth elm m opd�d• O Q Ns 2g � B Untnaaoek...theft swage ae 2 e w4e the cis o= ?L 3' pmahrllbe analve of ame.m and or tan- odd p the cantatas•ph..hatht.or of Ora...by N \" _ f:RFATR'' ill • .fr. "� ntoorlore dacent bmgrmm than 9z mtm.1On carvmm. „E•'" at g„_ f shetiheawbolved wand p^•mn Wm 'R'�bY m \ 17•-n" x ?i'_4•• w V moo an more wW web of y� >o vQ o aryem,rugs mom etmm orevanle dam tecoodeR311.75.1 Rites Thelur height shall be m mere Sm.0.314.2. _ - wwho��wv with 0Omar0010d Mt 2/mrh*m _ o 3 i, g° y = k•: O The lit.de dneed�heopOWtonbmepmimmof-Me-Jo.mmei .°9 a than is/,Inches 1196 my J Theriser shill be measured arms ei.h i mom to a i..tomcat Sock • _ vnOooll between lead( ed f me o reads roams sou.d 0 toe p.c m moo ro erg00 •. p I roll wkhh wM1eredl f the fdlowogwmnba sec :. _ a�° °N y leading 6^e Jamlt antem swwMpeaxnr Plrcememdusmatr domino f'•-4•. x f• 4, I..0d mxmnbmemthluammman kn tan RplmMm �p TI. rlsn Mil will. AI fsahs elan ham. • ____ ._�. - by 30 Melo o knob ma b too.was the e.t.a.in ° cad Sec.R3143. O ~ mooning a� Oy-o ceeddtthe=O. than V,,Its 19.5 mod- I IS - m^ by I.Iontr Imo wrote.lama shill m h walled less -, Risen shall tred vemmd m sloped r the underside of On 20 km(WO nod bmammly from a on. `p - .o 0 o L LL N v Pt' r I� W 61 the orb m lad than 30 Incas °sit° dxoommamgg rda malalmwmma�le Ihen30 ymNdhdamkbgtpµalnrr. - • - ,-,I m z11.....deJoba mom boom duds ere nu lamer Om 2 m m C 01 degrees(0.51 tail aom MevenlcaL Open Masan per. 2.Imin+m smote dance Ohm..male¢hg 0 _--- I 1 p• . aaloevtiola lzmtln hwUamaL - C++° �Lm mop - - --- -- "'5 L 'n.Wad hand Mat the amino lifted one day 30 • swloM1sheOmhehntalkd Ms than lO haw ROM N MARTFR R()RM b = r 3lmgdredim.moskpthh.thm me mown 1T60210fi4Mathod CS sheathed aE0 n°ssm�� - Andes 762mod.as measured venially,to the floor or nun)lmnmwyfr.pernamtuylovenedmol- -.- I6'-9" X IR'-4" • m \ \ mesh OEM. portal frame Continuously sheathed portal frame P m u grade below dam pnmll de passage of a CImfi-tWm- fl Tho memosg lmhsnr de MOor-tom hoot chords Mall be braced wall panels shall be constructed in accordance a V . a her 1102 nuul sphere_ 3..namMtdr swan Warm OM m.walled �\ ddg.d..omaMy dmmwad some.4..k d of eo Imo u. with Figure R602 10.6.4 and Table R602.10.6.4 The a 3 0>c-I w 823 .its a net UBTa cam)hMmmaly hem a per. I 10 poo ownlo a the �I I I. I (1. N • m umber of continuously sheathed portal frame panels in �9w�C • mvney outlet cooking 4• up <I I I I I O s0 ,_4" X 4•_4 ncl�rg andmm.-The saeeaam®sallbeot.averds shall be to oh ofaseh a v 1.The opening bet adjacent heath Is s' _ sD all e Y1� R safety row d 4.-The safety foot still e.eppeed a mama m tar a single braced wall line shall not exceed four. Ildtdssphd zRlmays _ __ SECTION R]I6 w7 ry m . ... cmvmad tam applied to de op of the tail end as load o tit ere m CARBON MONOXIDE ALARMS I I I I IM oo.*ell.Toe tam Con be d ors.ad.pwhl d one Q 2.T.riser height of rtoo subways Shall x ] I , a arm..and lmasm asamadm to=or OM a000004 hod ec N meaidaie wish Section R311.7 0.1 R315.loemrd.Cam tmmdde Sarno dell comply nob �k y,C. - ��. G R311 752 Trends The and depth shall he nai Iris Sat.R315, �\ • w'Y� �Y !tS R315.11 LWI Carbon ammkie damn Shall be `pp �- �_ 2880 TAReE Roma1at.m+nu.d v too 161neM1m 1254 mml The trod depth shall he morn• /W,.d l twW Oh UL N]a Comb..maldma m I GIRDER SPANS'AMD NEARER SPANS FORS IDRRFAd11NU WALLS • LLI Wired hwUaivatiy heaves the v•nuc plain oft. kt and.,,knatimw>hn hen,,„,,, amax Zq N 1G-10 3/4' Q -2'-2'�a tr-3_1L2' l0'-10 1/2' la-9 1/4' Ar 6'-O. 7'-O' V Os. =spans.,lips maws Mon.sou...and sense-pow and roared nor.ea lack soft/ Z J fume.:pn5ectlon of adjacent heals and at a right nub IR AM o1UL 217. V m groumsevremo4w• m J U (n m angle be tread's leading edgy.The great.trod R3iss Where req..Cabin noodle Stems dun h in E. I' E. 9 _- I mat.. I - "� Z Q 2 Mph aide any(light of Webs.ddlI m exceed the poet.ln memhm.olds S0ta 0.3112.l and RS152.z I I Osam �•`• W _ Foe., > 300200l by more mph l9 N. \\\ L - _ m a a m a M m a a p R31I752.T t'pmder hello.Winder nods shall RlISL1 New croft..ice my mmvtmnnn.mm. a(pp EO rpm err•spm NP son w spv eP rtva.r she err spa v spm Nr spa.I' - 3 (n (n z have a aced depth of m less th 10 b ehd I254 haw moo*alarms shill.pal to Meriting udm 28 OH 28SODH O Y Q m) eamwl bet I vrnkotp doe Melee..abnb d the MOmeingnwdnne0.he _ .011ICG II tmOp�`C 11 fareaoa projection fd51cem treads at the inerren '1.The dndenp reamer.ea f bn,d moue, - - L3_0 \ 20_L I I 1 - >. W w N IW with the walla IVnder muds shall have a z The.A,MIOF and he tar Fmlwd gag ab mot / 4'-6' 7'-I I' /0 4'-3' / - 14 f U •, J CO e_treddepb elm lad than 8 beho 1152 )m any egnoegdsvevnumms•o olds thedee2r®Mm. 09 mp.^rm� i2 pd wilhm the dad width rah sob Within any R311s]Mentions.repeal Oda..Whew t6'-8' - \, 4 I�O taww mow. 10 L • Rot of dos the hags' duke lad depth M the admmb m repin MGM..�vagonbg / / 90BC11 < rwyy'3a 0 w RII shall sr'wd Me stall.viler.read wam.mmnow*epos awaeJ O I Q by than/Inc 195 sit.CtmYvmly draped ' o eaving dndeg.the hdbld it theft uM shell. 0 - e V.. whalers m the vWkO than he ahtwd within the mq„Ipped with rasa Me alas lacond m ' - - 0 Q ran Wgil.of sbTlts rectangular treats and do wI awnwW sir mm�mpr, - D I. J O = ha robe tthto•T mch(J.s )ofdamrtognlm 0+cm'* - FIRST FLOOR PIA Q ......... - Im.Mph • i wan.Wag the moat>afidmma SCALE t/4"an 1'-0" 61 s6MJ I 0 V sit ar so.- • 0!� shillFptie b-moidma w depth mtlm 1010 axis m the wk..or olatwnnr,°dfwamso or .coy 2re_1o2_ R7,3:AGE • N Z < d,00 or roe demo d•porch or da0Lb (f�) W Q Z R311.755 Nmiigs.TheondlmN al the ors- romp toot thenag0lew10dWsaenbo. • I -2 m� vJ W Mg hall be tot greater than%lnch(14 cad Arming z Invonman.atoll mnepmt d MMmmbgor b mathus Q < projectionless than/morn p0 mm1 and nth more .Fenn are memo from 'ew.. ,{}( ( (( ( 7 D - eo - 54 540 W N 111011 V,ieio(32 mml shall be provided .int.. mmud Ns ssem. f IIII IiIi/�'JIJ(if l(iJ l'�. Q �_m r r - - .a .4 • ° O vae wee Met,The greatest In}pmJ tion shall R31s3 Lennon Cuban nmmade aamn In anHrdg Wo (y�e I I I nos sa - 1 in 10 xcc.d the small.nosing projection by more than snail ne Installed made d sin sepvm strytnq la do 792 .�.n ito so 01 tp es ea to a sit J mot a/,inch(9.5 oil be odes behding caw Imnmdlme Oh..of Lye LeJmov Mere a fml bmlrg . Sa sa O F mid lo'Ine.of Doors and and ire of ,__,m 0ammmaFora Ssmmp.eemhwa4onn -'-the.-�altstA Q 19 -i asyAvre b Mo.within,b..or.mod.mob meting R� Wgwhmnm d arm Mall mdhd wphe nit Fw SLtp*-ere.1imam Q rosmgs shall not esrnd',Inch(12.7now). bednuon. - nNn tmmmeinartommammmrmmmlr>.mvuwma ammamp nlmarn per. -Fxcapr.:AmNngivoJertim ism required ware R]isA.e.maaand dance Canlunot.ashen nn®x- e[nea taO wars*mom.d0 S0..mommdw.Em.mtmmmmawes..nssso mono mhmroom IX I- ale tad depth bnotlms thaw It mchea 1279 rand. sand v.4 o.svmDhprmnmhwhoda.od O nxl•Noerdpnsortmodtmmo ab.....ambrdepadp,on wen me.thbmmr*Issoowdem warn..an Q oboemmmme.. - spo.dbos andecor.00 awoke dmtmmeOdn. Q,• 12311 T54.Exterior plastic poise Ode.ods. - e.Use 30 mrp.d®a mt.camawokegro armwmd a.nm w area.not.tot a mom o ao mom pd. PLnM oodshe exterior Doh heads Mall campy R]I55 Poem.mom.Cmbm nvuwmMe o.am doll • _ _ - 6 where . With the wlslai0 of tltb S..and Smkom R507.3. soh wit.is d me•rrom emmteercN.rc thel md pm Mime ER^q¢¢11 a paver is.etnped shall mete pow gran eta. • Rrahe= Imo Oeltres`s000• sam.nnppC.ma�,.:i. ;.ymod moemdl•n sm..Ploy sFina "aton eir�'."add ay01VINg moll h permanent m1 whboto.2.n..madly a baler mars nlmetequbd foruavmwtm pvan.. .. m etl- a • I.Cmbmn nmaroxMe derma shill.paronned to. LLDNAREA9 9 O 4" bong taw.wee l0Wbd Inhallgvwnbmn LUe)'r_SQ_l'1' wpwa. / 7'-0' / 7'-0. / 5'-2' / 5'-2' / 6'-9• i 10'-6' . 6'-9' / _ I Ii]112 E Jam.Nm Arm nhev no miens elm Man he • - 2.Carbon monoxide altos Molhd In Woadvee _ se provided for deelllea tofu.The egress Mad shall be o vM1 Mo.031121d..poked a.00 /. 14'-O' / 10'-4•. / 24'-0'. / p' O.N.O.end Mill povrka char width of not ban than "r1'•` .0.. 0 O 32 mono(613 sot ware oeavd bens.the face of doe / 65'-0' - / -ter - N elm ad 11.s 6.'4 the....70 Mgm IL".4. 124011 R.Foundation anehorn 1Wood sin plates and - - I reciter heyNddedmapmlrgshenhemkm than 78 I 7's JW D - rowmw naamemvum.®waww.m. v wrap • Icahn(hall rod t hglo n m.f the mop d the wood walls supported directly on continuous fouMatiorts ewer Pwa Fat.. __ _ 0 0 thrdo1 to the Wm=of the slop Oder dons shall not be Shall beanchcred to the foundation In accordance with this • Z 'eNol^+1toeoop5 whit these mWnan.tlnmmbns Egan eeo110r1. • " eIM,W a .. 1. - 4 O p w doosddl.nasily opnold f Whin de Orl7A.meth. 00i.. .. m de rand.reym,pon knowledge m effort. Cold-formed steel framing shall be anchored directly to 444,,a,,��„.. ..a f .•- .r.. 3 i ¢& • Weeder doon.There shallthe foundation or fastened id wood sib plates el framing elm f- • .� _ __ p I ' 'I m ` b�e.11x , o ea'b.eda .The g 1 -I o1L.._I 1j 6 �E - . i 0 the foundation.Anchorage of cold-formed steel M1artdnp 77 tie wldh leach had.Mall be m Ms don the Mad waved. and s111 plates supporting cold-formed steel framing shall • - w 3 The •- E.ary landlo shill hate,mm.nto d mot Mr On 36 be In accordance with this section and Section R505.3.1 or ,..oco I p ip;® •- Q z 2 rot.(ehl met measured m the direct.of newel.The R603.3.1. Y. 11 Wiilet„ ap ¢ p Slpan eanlmlmdt0s skill ro •d V,,at ww.kalm 'VO II th 0 12 Om nmlrmuW lE 1. Wood sole plates et all exterior walls on monolithic - raean..mmamuu rem H 1°m'a' „ a pamnt TABLERwztnna (((��.7 WA CO so Except.:Exterimmleen.lovthan Diatom Get(5.0 slabs,wood sole.plates of braced wall panels at building rmsro sr1lAP eapAmrrFORR stsrpGwvmpR uaEs g e.�m«.Mt°i tar I! (�Cr ram .w w x sr �3 i- m MNs [55 9 �. st.0 .nw'""'te"a FA�lh' tan sad mymcmtbie ism a der me prob.to have interiors on monolithic slabs and all wood sill plates shall .RPEx wuyN To MEtNa05 pfK qe NOCSPF eaACED Wn lPu E S I 8 wem.una Ul labino le.Men 30Id.s(514 nod ai®ned m the be anchored to the foundation with minimum 1J2•inc hdiameter w se...mee wnapmuirsoe•° emm'"m'ea1 ne.,o' 11 ,o.,,e �.I sic ��® 4�j � o duenbodtaWL (12.7mm)anchor bolts Sparred a maximum of tca roruanut • 831121 Floor elnaMss m Han rwdnd'1�ems feet(1B29 mom)on Center al approved enrhms or anchor C.. mew p..g p.,p now I ntdr..a.1 la•wail s o I meth till I In, - rm6`�na wa 0 I �TM�zmv, - u4o..un*neo.i wt.0.�F.a.......0 .....a h m o..,1.min... N x t311.11 Flor elm Rums in the ehed ego.mom m.>a.. .ram Ham ,� n (sin emmxmmaanam.awoi * II i .w..a a•xa�to an�m®oe.OYrWlad.fm at>tri,mn. O straps spaced as required to provide equivalent anchorage imua Le.... Owe. °'I• °^^'o° shallhemmaieem IV.lm.a DS maid lower than the -a woof omps moo.deeopa.oil s.aom}e.�.cattovdrboM1hepmdmarmryvuapo 2 top betomted 1012-blth-0iarfleter(12.7mm)anchor bgtls,00lte shall �0 10 I LOW 1JIW LOW 1.013 h.OW I.MO tio939 oao..o I II li 420121174. ro.. aa•me'amgvbommdmm.*asm.Han and ° Z S Exception:lee Loft or floor o the exalter,Hap extend a minimum of 7 inches(178 mom)into concrete or Lop 131b0 Loop LIRA Lem 1J5o w hill I. D + shall be m one On Ts/,berms 1100 mml Ohm the grouted delis of concrete masonry umts.The bolls shall be t to 1 1LI0 ins 2050 2075 2500 3350 n z 0 top M de thrnbam prmnkd M mom does m sift bated in the middle third of nethe width of the plate.A nut 1 l.gm 1275 ttt5 2405 295o ON - t .. m. wr - g. Y / / /I 0 10 over the laden m flow and washer shall be tightened on each anchor bo1L There 1203 1ma 1A75 1,500 1ms zlzs •• - - -•L -I R" A + w m Whew co.....m noors cadre the feq,med shall be a minimum of two bolts per plate section with one 1,\ rid I I egro Mad me m m Seel.,tley shell he provided Hann 2 10 I 1,115 z1T5 3525 35w I.Hs' uN OY6RCUNCREIE OR eusliwty aLOCN FORMATION �t.mm..an a 01 �• by mean of a tamp to ermt+me Hahn bolt located not more than 12 inches(305 mom)or less than .4.2.4. 1 3m5 7500 3e50 3.675 DR •DR l3.¢�JSCWdJ • Ig} z dpx�p . I( 14'5 Smectto R311b m a subway m meodmre with Sentn Seven boll diameters hOm each end of the plate section.foundation 1.150 45re 2650 2bfs'2175 RN • -t- �.t^m i° II {I p °� % d i - N 0) -R311.7. Interior bearing wall Iola plates on panel shall slab foundation I ,-- I we toe oalri erwa I der a a O 2 12 1', EAIa lT/S' •UN BUR UN UR ICI•/ i I I - /���///�// a R3113A Poor elevations for other moo roe don that are not part of a braced wan panel shall be positively -• N ^^ms,pn Ia��4 ta n. m In Doors other than there t e "O0"�be pro. anchored with approved fasteners.Sin plates and i sus sets DR DR DR DR' a. l._ Atided Haab landings or San rl,M elra 2215' z7w DR OR •DR RR la 4, lm and below the oaf the nhaNNd sole plates shall be protected against decay and termites i 12 1 3225 erns DR DR DR MI S. Bam.pta:A top lmdbg e m rtaWrtd woe,..wit- where reputed by Sections R317 end R318. IOU Imo 11% LNO zau Sow eeR FRAMING 0010 w•+wwoa ..mo.antaaw w a.a 4, I �WELgw, J mom�I I Mt.. elm more me Men woe- Exceptions: OVER RALSm worn iO*R.FRAMING ANCRW OPIMS e • � I •e+Y 2 '12 I 1R5 2150 3225 335 1675 dot side d de Mad.paled Ilan the dam dem m 1.Walls 24 inches(610 mad)total length or shorter ,,DR mrn?rar.emCax _ u.ovmuwpmm DOME Ramos soloawr theo.voy. connecting offset braced well panels shall be 0,05.Grade - 1 2200 25`50 325 /SO DR DR • 1 • BRACED WALL PANELS WRN CONTRNOUS SNEAD-MG PLAN# 102230 IM1133 Salem and sweep doors.Stem and.seen I II 1 anchored b the foundation with a minimum of 1.60,Lw zrm vs 31zs OR /- • f �ttII�t � mwm'�wmm p,pa�iep a II ' ppw w"e'°m r"wmomwroirx rr PARIULL CRE000 0BRMFDWAlopaaNEL3 L[53,a • CLAN DATE anonshaD.pemeud to swing mermteM ohs and 1' I2 • .1 am Lam +OS .,pR UN .DR • N a pomp . I _ II�- I P TNAN a INCHES w ACIUAL LENGTH - Iadmps. one anchor bolt located a attached to ad(of the h • sass 380 .1Rt 'DN .DR DR hat-•-- \ 'eNF a no..e .w� plated wail and s at beeeras adjacent - L-(f4-f acnOOo..mw:lsnr - _. 4,: 1 1/1 9/201 9 braced wail panels at corners as shown in Item 9 rest'Ham-a.mml acmes-0anmi - • '' 111111 �` adorn of Table R602.3(1). ors-onrwsape.n - -Os.0 vomaa.,wmvoaoona„m '•s, was am, petuALLERptN oilIRACEOwut.p..t 2.Connection of walls 12 inches 305 mom total es,emm b....a matmmm wmmm,akoer:dem�twana • - mtcnsawrwtrsmms as ..ea 4S oaee a ( I (lima RNSEO w' F -oVEALAP OPaON a length or shorter connecting offset braced wall • ss m sheet: panels to the foundaSon without anchor bolts FRCNTEIEVADON p • SECTRtN >6 zr wA shall be permitted.The wall shall be attached to - ��� • 'Fo.Stt 354 am.i ilia...A.m. FrN:Hoch•25A nuts 1 for•3082 mom.' aNM o,,..t o. adjacent braced wall panels at corners as shown - - .'FIGURE___,reend a - a.lmealarrp.mmdeepmmmd in Item 9 0(Table R602.3(1). -METHOD CS.PF-0010114110USLY SHEATHED PORTAL FRAME PANELCONSTRUCTION • 1 r.-r.L� t • P9.-0' I' y =_ I Ir r I I nv OO I I i9 I 11 1`---�I a �Pog II I 6'-n• ,r lb'_o �, o'-I N g .� p I 5546M(.T TLB4�JDR '-F _4'o 11 j __ _ v F °a° 1 , - rft— r R5SL2 8 Cutting drilling and notching Structural Floor o., v`o N 99 \ / ,loe.' members shall not be cut,bored or notched in excess of the "o - o E J / 13'-7' Xr'-4', kt 13'-O' limitations specified in this section.See Figure R502.8. a 2 y c.y o \\ // • c• \\ • •1¢ v - u i' .S u rn a T \\ // \ L. E�°� .4 vim° \ / 0a n \ / fI�.us L1nrvAz. .N a°€ iu1-1 \ / ]\ / �`� FRAME CHIMNEY THROUGH ROOF BEDROOM ROOM uT RF.DROOM di`I Y. T NONOTLNES _ ao m °ny h-v \ / (SEE MANUF REO'D CLEARANCES) r l-gro LLVI. PL'fURTIED MWR ,I, ,?-11" X IR' " • " X 1'1' " -N. �4 n / O-C 0 I I ABRFOR N.8N Yys°E •UMBERS 1- • �� Q 00 14 Na o® o° 8 2 N ~_ ROORJOIST—C6NiERCO1S OWERSION '� o octopi mot, C 'S fe. \ ` ,Pa act r I ,co, I RUNE Rw.. °U S I nmur wialmcun oRluwo ___ _ T2, 1 1 I II I INSULATED DOO- 1�/ 1 '�' ' pi �' I. 1 I �O p'I€n opO_.4 /1N 2X 61NSULATED WALLS I 1 O a u / I \ w m.NWL E u t 1 ° / I \ I4•_fi Ax•17. RATH ] d\ a'E °a�1 F OOR X ISi—FRO CUTS 1 �/ \ I I 1 1 1 // 1 \\ vT '°vaN 1 I I I I o�FN aF. v // I \ N//° a . 8°�y1 I I III 1 , ',, xa / — - II �— Doi I I / I '- I\\ w�2 O PLAN ROOF RAFTERSCIEE ROOF C v y +' n✓ DLO &LOCATION. - ° '� i I I \\\ ER SPECIES 52E ,A: A o Q l Q r p r`L. v - - / A - - / A AILING JOISTS(SEE CflLING 3> N 1�49 Ti / \ / FOR LUMBER NO s Locwnorv:1 // \�—� —('�/ I I \\ • JFBEeASiNsULA1oN AcI 1 u / \\ t I / \ n AlSa Q p 1 1 / (SEE MA5 ENERGY 2 N 1 �� Ita --- —�� RONUF1 ROOM COMPLIANCE ATTACHED) s-6 ®®®® ®® 1.Yz'1 y_ �14FX —.N2`./YI la' ^' as a' m.�1/1III— LI,.,'t l,,',/Y,.. zlli U m wsu�ATED/GASF fED — V - �;Q_� 2"x RIM JOIST 3i (n U) Z titACC SDOOR T�ATTIC In � et Z I.IVIfC ARFP — {{ �1i 11 W ! 94f) SD FT . �� •j J Q w 1 ., JO] a~ I I I i �� B'� @oj, LLmo d @ • B �I I II �Id11111111 w O Q SIMPSON HURRICANE _I 0 I MEA OR EQUAL) —JOZ MTALTI STRAPS Z < 4'-91/2' / / 4'-6' /}e 0EARAFTER WHERE ZQDIRECT NAILING TO • A CEILING JOIST IS Ch LLl I / 14`81/2' / 1 NOT POSSIBLE. Raised Plate Detail 0 U Y Q ¢¢ SECOND FLOOR PLAN 11 Jl I r I Scat :I/2'=I'O'I �0 N (%1 SCALE 1/4"=1'0" 4., 4 \ vi Ln mI Zea300 -\ Q J CY) I- . / 12'-0' / 12'-0' CC I- / 24'-0' / Cl. O-J a c �12 2 x 8 CEILING JOISTS @16"O.C. ARCHITECTURAL ROOF SHINGLES �.'g •I 5/6 12:12 • .: - N: ATTIC: •�•r 2 x 1 O"C JOISTS @ 16"O.C. a 3 O O 1/2"CDX PLYWOOD SHEATHING WF 03 N O ," I e Iii i OIN IIIO WIWI!I I IIII!li IIIi,111101111 I!III III I IIIIIIIIII HIM IN HIP I I I IIIIIII `•• R- •F=ERGLAS INSULATI ON ,'•e=5: 2"x 10"ROOF RAFTERS @ 16"O.C. 0 yr 'R:. R-49 FOAM INSULATION • W/COLLARTIES@32"OC O2 12 12 �:-- LOCATED 1/3 DN RAFTER SPAN O 12 1z W.._.4n gf 3 i <., o - ••0• 12 LL • i 4`a' X z . • oo RONI IS ROOM y 2"X 6"@ 16"O.C.92.5/8"STUD LENGTH 12 RFn RCx.M-##9 12 8'O"MIN.FINISHED CEILING HEIGHT '�O, i E .#4 6' 4'-6-2. 5/e 5/6 SINGLE BOTTOM PLATE/DOUBLE TOP PLATE Li _ 3/4'T&GADVANTEC +/- LL F /4"T&GADVANTEC / GLUED AND NAILED. - - - a m L ED AND NAILED. •. / IR �� i - Ilk - I--� '-' 1 I-JOIST FLOOR SYSTEM I oq� O I. ' ill? t fit ?d." 'Ill 'I �'111 '�'�' "� JOIST SIZE,SERIES&SPACING l E 9 R-30 FIBERGLAS INSULATION I °� TO BE SHOWN ON MANUFACTOR c3 N ,,, DRAWING W/ALL CALCULATIONS N FOR BEAM AND JOIST DESIGN. GRFATROOM ' 2,n '4 _ ENTRY R-21 HD FIBERGLAS INSULATION t • �CS 2 CAR GARAGE _ 0- I8'-4• /N' 2 CAR GARAGE 12'.-b SEEPIRE8ATING NOTES SEEF/RE,RATING NOTES• 2"X6"@ 16"I O.C.104 CEILING5/ STUD LENGTH ' 9'O"MIN.FINISHED HEIGHT �7 N 3/4 T&GADVANTEC SINGLE BOTTOM PLATE/DOUBLE TOP PLATE .017 O TYP.4"CONCRETE SLAB 3500#MIN. - GLUED AND NAILED. 0' elev 0.00 ' SLOPE FLOOR TO DRAIN TO - —�-, I-JOIST FLOOR SYSTEM OVERHEAD GARAGE DOORS. JOIST SIZE,SERIES&SPACING I '•aR; R-38 FIBERGLAS INSULATION - - - TO BE SHOWN ON MANUFACTOR 4'-6' 6-0 DRAWING W/ALL CALCULATIONS PLANS 102230 RASFMENT / FOR BEAM AND JOIST DESIGN. PUN DATE 2-2"x 6"SILL sheet1 1/1 9/201 9: P.T.SILL @FOUNDATION TYP.10"CONCRETE FOUNDATION W/SILL SEAL BETWEEN. 30'-O' - WALL MIN.3000#CONCRETE W/ ANCHOR BOLTS @ 6'0'O.C.AND 12"FROM ALL CORNERS, sheet: CROSS-SECTION TYP.4"CONCRETE SLAB 3000#MIN. scwLE:,/a••=ro^ I I _ I I� TYP.24"x 12"DEEP CONTIUOUS FOOTING I • . RI' D 1 *** Refer to Architectural Plans for ALL Dimensions*** Note: ' j These plans are to be used in I: conjunction with the ARCHITECTURAL. II Plans By Konosky Associates, Inc. DATED 08/01/19 Rim Board Detail A3 ALL I+IEODR BEARING. /�� IP Blocking Detail Bt 1-1/2"x 14"LVL Joists @ 19.2"o.c. 2A4 DR BLOCKING: i.. INSTALL 5/VI/WIDE FACE MT TO WALL SHEATHING .111111 .la _ m il h 1K I . a, Jade II`. `i 1 ,ply 14'Ke EDGE OF PLYWOOD C*ose �,,1 l a " .::.� ♦ .y,.... T y ,�..<. 1. ►.� H1 �+,� yli [ ` I Horizontal Blocking @ Wall n BG {,i1 I ,4' 4 Sheathing Panel Joints ®-- OUNIEM m0SON 9M190RIm I I IoaaN FLOOR LOOS ILY - 3 ,,� IB, ' ;r` ' B, i, x o BaemA9 22' '`` \ v 3 N 3<"x8�2Yx tBR'LVL 1 \\`\/` q I N N tnu'z.z.u:t z.zm Puu .I•zxxtl'uze::l:m::::•zzs• �I l e TS 4a301 2a24'' —4a30.— •6' 18a34 —3a30— 0�27 ' Cantilever Detail e 0i #LVL Beam/woes •. i . ...lill'' / • H7 �....,,."�""..m ,pry,4•x,z' t o. 0 I 707721, ema6 NOTE UNLESS NMfOER.SNx9 LATERALLY b p 0. ®3PN t.3l4 x9 tlz x38U'LVL B, ; CE ry B SUPPORT H1' T B, C , _ �r 1� THE TOP SE�� - Face Mount Joist Hanger 13 2. LUSH WITH , OR OE FACE Oi VAIN OR REM A ik rJ B, NOTE MESS MANGER SIES LATERALLY SUPPORT THE TOP.FIANCE.NEB but I-ee-16 SNAIL RE USED. ' Top.Mount Joist Hanger() 4�� TiOOIR PAWL C�OC`QQe S�� �4 Q hK ,ImI Note: Do not cut or drill holes in LVL �0+,,,`P o o�r,�'' ,)5s`P� .....Ni..... floor joists without prior approval from Structural Wood oQ4Qo�sy ��' a.oR Systems Inc. cA �vssy�s0a4S y4 0"' � >a N U UAi s.. ``0: Squash Block Detail S t 5�d� BLOCKING PANEL FIRST FLOOR Lsi ,, a�GN Block All Plywood Seams in 1st Floor Exterior Walls Live Load 40 psf ��i I� III 11 Squash Block Detail S2 4,'�.� • (3+)2x4(Minimum) ] Lally .1 Double Lally _. Structural • (3+)2x6(Minimum) ❑[i Tubular Steel Column STRUCTURAL WOOD SYSTEMS, INC. SCale LOCKEWOOD BUILDING CORP tii eI O Engineered Wood Post HSS 4x404"(fyp.U.N.O.) i�e4•=T'� orBwn StR Wood a=3Ya•l6=sYe•16=r 2x4 Bearing Wall "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" OGB{Sepe b ,9 RevI MRmOer O,,20,9 ,,,,Systems YARD:241 LAKE STREET,BELLINGHAM,MA 02019 Lot#6(35)Samantha Drive Barnstable, MA J � Post Up(ALL Types) t� 2x6 Bearing Wag 'N..c ompp0nen 1e® FULL WIDTH of Beam MUST BE Supported by ALL Posts PHONE:t300 344-8117 FAX:508 876 9508 s�arnp Number 17096 pxnawie ve.io.iezx,et v.+<Aapm.m n bm b..•b....a.n. a ee.N.xe m"mm Mm.a i. y o..,imw.rcn.a.nl..anmeaa e. m,W...�mm CM= ,�1.N1�L��� =3i4 *** Refer to Architectural Plans for ALL Dimensions*** I 011'01 . • . Ir Rim Board Detail O ALL INTERIOR KARIM r�-�a IP Blocking Detail et 14"SWS-23 Series @ 19.2"o.c. 2.4 OR 2se BUx7@N. INSTALL W/WIDE met MT TO WALL SHEATHING `I!� A3 i�1�1 1 — ma, E�maz N=■■■■■� E� i_ o` 1®'`1 I 3vry13/a•x,a x19.a Lvl 1, A3 svry13/4 x,a x,a'.a•wt A3 xvry,a/a^x,a x12 9 wL A3 UNSUPPORTED - - - - —1—� ir -II iII: —If�r' 1 "1-0—`— _ EDGE OF RYW000 OR OSB II ! V H1 r' i H1�, H7 f, ® ®? IIHorizontal Blocldng•wan iIIO I l �� � I HI'iI1I 444 iiirAill O J I J I V I, 1 �i 1 d II II 11' I , 1• 1 Cantilever Detail, 010@ zB ,I, 9,30• ��� ��.z>m��I�� IN. t I 1�,., . �an. 6 DI Boon/Nana, 11 � i I '. i., � I ;� i 1 I �'�� I� IHH'ilI!iII y I81 ® •• .—. NOTE UNLESS THE TOP FUME E LATERALLY O 4I na ,sTUSExrns TOP NNGE WEe • I ' 2PN,�/a�x tmx,rA vt■SHALL USED.Face Mount Jost Hanger of` Pa Fr1' � eo'logr 6 1 _ 1 r I iocio.• E• rar �p to�t' yya I 3xiI.IIiiI dUll________________ ,P I 4 I' 0 NOTE UNLESS RANGERO SUPPORT00I € THE TOP?ANGE.WEB A3 _- A3 „ProNERS MAU.BE USED. I -=- "--- --- �- i, Top Mount Joist Hanger 2 eaamar H„u ee Anacn�wN,3 Rowe 9SS,HS sos as t �' N H2 3Pry 1-3/: t4'x,6'O'IN ® -- wmw 16" Eeca Sl�q Pram CO CO rND00K PAN¢ 11114404,44. a4 NM.ImOCN T c ' - 4 5pY5NNO 1 amp6 • ] Squash Block Detail .S 1 I FLUSH FRAME I z Ply t-3/4"x 16 x 4'-0"LVL BLOCKING MEL SECOND FLOOR 11141)---- B.o<N Live Load 40 psf III Squash Block Detail S2 BB v • (3+)2x4(Minimum) o Lally ME DoubleLally STRUCTURAL WOOD SYSTEMS, INC. s LOCKEWOOD BUILDING CORP Structural N (3+)2x6(Minimum) El Tubular Steal Column umnmettii4bra• Drown rit 51 Wood Engineered Wood Post HSS 4x4xY4"(TYP•U.N.O.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" Date:seP1 Ai9 Re0LTbmxbber 01 2019 �4=3)6-/6=5Ya/8=T . 2x4 Bearing Wall S stemsYARD: LAKE STREET,BELLINGHAM,MA 02019 of#6(35)Samantha Drive-Barnstable, MA rin 4ie y O Post (ALL 0 2x6BeadngWall scom n FULL WIDTH of Beam MUST BE Supported by ALL Posts PHONE:800-344-8117 FAX:508-876-9508 °rr1109 Nomeer nose r— Rd *** Refer to Architectural Plans for ALL Dimensions*** I i Ir Rim Board Detail O mom REQUIRED OVER ' All WW1 WARM. I\ Ili Blocking Detail B1 Conventional Lumber(2x10#2/SPF)@ 16"o.c. 214 G0 Offi BLOGNINE I�wAT L a/I.S ria Mi TEI W11LL$MFA71BN0 \1\i0 ... I, i i'..,. 1 ......... .X—-----___j—— '— .—" ttr."—-"--"1.r ..." EDGE OF VL1W000 OR OS;II Horizontal Bloating©Wail B2 Sheathing Panel Joints B2 GNNRNLVER ETTERSON SUPPORTING - Iu6ge1 FLOOR Loos b6Y SI e • ��` i l j i l , i l i j Cantilever Detail / j i I I I ( I - LVL Bean /Reader I j jIill 11A1� I I , 1 ! 1 1 l 1 i l l 1 111)' PlIVA IV 1 1 1 I 1 NOTE UMETZ RANGER WOES IAIEIWLY G STIFFENERS TIEs TOP.u.RANGE SE WEB ��G�Q��+ �" I l I I I ,. — A Face Mount Joist Hanger H 1 GAS le s J`s\x� � e — _— — --------- U ZO INSTDE IAGE OF WALL ', tog y.4,I' i .cP � .�p U L G NOTE:UNLESS RANGER ---- — X SIDES LATERALLY SUPPORT ("4 DO TOP FLANGE.WEB S.urcwo SHAM BE USED: Top Mount JoistHanger,H2 E BLOOM MEL J 2.0.9p....07.. _--- — — — o o ør w re o .__Pl Squash Block Detail S LUCA=PANEL COLLAR TIE LAYOUT LK WAY 111441. Squash Block Detail S2 • (3•)2x4(Minimum) ID Lally ®Double Lally .... .. .. 4r STRUCTURAL WOOD SYSTEMS, INC.. LOCKEWOOD BUILDING CORP Structural uctural • (3+)yt8(Minimum) E Tubular Steel Column Scele[t1t4br1r Drawn Eig 9R Wood Engineered Wood Post. HSS 4x4xY.'(Typ.U.N.O.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" Date.seat` m18 RBVISIMikroce'u'•A'S o 4=3V/8=Wei 8=r 2x4 Bearing Wall tot#6(35)Samantha Drive-Barnstable, MA NaSystems p Post up(ALLrypes) m 2x6BearingWail YARD:241 LAKE STREET,BELLINGHAM,MA 02019 •smP.. PHONE:800-344-8117 FAX:508-876-9508 Clem comPO1e1 ,_ .,,,. FULL WIDTH of Beam MUST BE Supported by ALL Posts _ 17098 r C Rees: mw.,C12 ctee.erw.N. p;re.,shall m,hetOa.a,l>.mI�ww,e..eev.aCpts *** Refer to Architectural Plans for ALL Dimensions*** e e liii 11 °„ti e. nNell.neleameachetherI�.�b.�ce IRC20t,Tee.e.w.nn.I9Cm„TablesRa compression n .e.ea a dea.ew psm. . exwea T.incrozin ecww mir+c �Fqun Rim Board Detail A3 MSI01G arena O.IIt ,I.11�wand vane.shall ee w m.,aee w.o a•nn m.Puwmc wm.. ALL wlaaaa aARmc ,z rew,e..shall a rnstal.enu.upper u..w the md net.spaced..,more than. ,rill' ` wee oPo�.�0�E �� mrv.H..e i.<.. II, � 10 r- IP Blocking Detail et Conventional Lumber(2x10#2/SPF)@ 16"o.c. 2A4 OR 2AO BLOCKING: C. !MALL W/WIDE FACE FIAT TO WALL SHEATHING 4 Py \ i 0c (ys��ycP�t Q EDGE OF PUvuwaw CPPORTED R ose 1 n m 1 t I �Q.(°� � �� ��y , , Horizontal Blocking CO Wang iy• ea; ®yp'�_y ,pi` y \ s�c\� SheathingPanel Joints ♦. o's ' 0 0 aNTurvER EKIBKsnx swamsxo 0 warmeKGm lam KILT . Q.\ 9� II T1 ,, N II, \♦ II P C A eVio Z. I\'e. �� a12Rtl Cantilever Detail e LOI.Beam/1Nmev NO!PO..., / I 1 ' I OE ' NOR:UNLESS HANGER SIDES LATERALLY IT :I ,< SUPPORT THE TOP RANG 1 III -- .. ._ T I , _ .....m. <_.. _ . I ' 1 STIFFENERS SHALL BE USED. - }i III 71 m A Face Mount Joist Hanger H 7 ——1' - I jr o TI PLATE MAN MEIN _.. 1-y'I ci 0 _-• _ i fD INSIDE FACE OF WALL i� —•_.——. • I ` •-I CO L..", I. i . re N e— NOTE UNLESS HANGER - X SIDES LATERALLY SUPPORT THE TOP RANGE,WEB STIFFENERS SHALL BE USED. Top Mount Joist Hanger H2 _ E a J maumNc Pula bill. 211,10=0 91.111211 C • TIS iII O C V Ali' u Squash Block Detali S 1 BID0OIIO.PANEL ROOF I6LYL BENT 2s8 , • NLeGx Snow Load 30 psf ,--ii III Squash Block Detail S2 8 • (3+)2x4(Minimum) 0.Lally ®Double Lally II Structural : (3+)2x6(Minimum) o STRUCTURAL WOOD SYSTEMS, INC. LOCKEWOOD BUILDING CORP Tubular Steel ColumnSmI N4bro- GUMP tli OR Wood Engineered Wood Post HSS 4x4x) (Typ.U.N.O.) "ENGINEERED FLOOR, ROOF & STAIR SYSTEMS" Date:Septe dlt9 RIW9bnlxoeer Ot,At9 �4=3Y2•/6=6Ya'/B=T 2x4 Bearing Wall ud,Systems o Post Up(ALL Types) I= 2x6 Bearing Wall YARD.241 LAKE STREET,BELLINGHAM,MA 02019 of#6(35)Samantha Drive-Barnstable,MA s.pber eom FULL WIDTH of Beam MUST BE supported try ALL Posts PHONE:800-344 8117 FAX:508-876-9508 a�i ios8 E.swa Vera.reale vwa.4W 50.n^ .. LEGEND ALL • SYSTEM COMPONENTS SHALL BE NOTES .'Ye EA"� �,- SYSTEM PROFILE SYSTEM DESIGN. 0 Sand ��,��� MARKED WITH MAGNETIC TAPE OR Niki 99- EXISTING CONTOUR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NAVD 88 . s GARBAGE DISPOSER IS NOT ALLOWED 1. DATUM IS ilk ,,,,,, X 99.7 EXIST. SPOT ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE \ TOP FOUND. EL. 94.5 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS PROPOSED N o • FILTER FABRIC OVER STONE -[99]- PROPOSED CONTOUR ! PROPOSED 3 BEDROOM DWELLING c Dennis � 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Pond c 93.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 93'-94' DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD �. ,,.... (98.4] PROPOSED SPOT EL. - 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS °�O �PRECAST H-t0 NOTE: MIN. WALL THICKNESS 2" BLOCKS OR . TH1 RISERS (TYP.) l I MORTAR ALL PRECAST RISERS USE A 330 GPD DESIGN FLOW TO BE AASHO H-14, - . --- . i % / o 2� a ^92'0 PIPESH40 LEVELVC IST 2' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. :.• .. .1 { TEST HOLE ,* Ij H-10 h• �9rr �• _I ENDS BET' (TYP•) INV'S EL. 90.20' SIDES 2% SLOPE OF GROUND 91.5 U 10" 1500 GAL 14• / e°°°°°°°°e, 91 .03' SEPTIC TANK: 330 GPD (2) = 660 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH y e"e"e"e"e"e"e"e"e" 90.94' TEE : ..�� ;�o�o�o�o -. $ ° . 310 CMR 15.000 (TITLE 5.) IMP TEE SEPTIC TANK ..•' t a&°o o ,°•°•°.o' 90.69 6" MIN. SUMP ®®®O f�l®®®-_°°°° ° ®®®®I 6-EJ®®®`'°°°°°°°° USE A 1500 GAL. SEPTIC TANK �) UTILITY POLE °°O°°°°°°°°o >000000°o� °°o°°o+ o°0000 ° - Xlf 7 °°°°°°°°°°°° 12" MIN. INT. DIM. �> o o ° o ®����®�®®®® o o ®®®�®�®®®®®` o 0 0 o ipacu- .� GAS BAFFLE::: _ °«�.� � o 0 0 o v �o 0 0 0/ , o o ° ° > o 0 0 0 + o o > o 0 0 0 o > o 0 0 ° ®GI®®®®®®®®®' o o ,®®®�I®®®�®®®', ° ° o ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0 0 0 o o0 0 0+ o o ° ° °° ° ° ° ° ° 90.47' 90.30 N;000 g%%-,®M®EI®®®®®®®�°°o°o°,®®®MI®®®®®®® \;°o°o°o°o LEACHING: BE USED FOR LOT LINE STAKING OR ANY OTHER Route �"'� FIRE HYDRANT �: 4' LIQ. LEVEL (ACME OR EQUAL).`.. ,° 000000a'' oo°o°o 00000°ao p r cb�� 6° by0 :«. '. :. ;:. ,_•..- s.•-.:S . 1>°0°0°0°0`' .:,0,-, .:0gogogo0 88.2 NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING ...y .>o°;o;o;a;o;°;o;o;°;°o°o ;oa°o�;� 0;o;000;t. WATERTEST D BOX Yarmouth °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° FOR LEVELNESS SIDES: 2 (26 + 12.83) 2 (.68) = 105 GPD PURPOSE. Campground 0 ° °°°„ ° ° ° ° 11 ° I why H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL BOTTOM 26 x 12.83 (.68) = 226 GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 4 6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 0 •••I COMPACTION. (15.221 [2)) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 26' X 12.83' I TOTAL: 488 S.F. 331 GPD WITHOUT INSPECTION BY BOARD OF HEALTH AND - I PERMISSION OBTAINED FROM BOARD OF HEALTH. ( 5 x SLOPE) (._...2 % SLOPE) ( 1 x SLOPE) ro USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) LOCUS MAP LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOUNDATION- 15' SEPTIC TANK 11 D' BOX 13' FACILITY ± WITH 1' BETWEEN CHAMBERS AND 4' STONE ALL AROUNID DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE PRIOR TO COMMENCEMENT OF WORK. *THE INSTALLER SHALL VERIFY THE -+ 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 348 PARCEL 6 69.5' BOTTOM TH-4 REMOVED 5' BENEATH AND AROUND THE PROPOSED LOCATIONS OF ALL UTILITIES AND ALL No GROUNDWATER FOUND LEACHING FACILITY. BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY MA ZONING SUMMARY PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH ZONING DISTRICT: RF-1 DISTRICT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' MIN. FRONT SETBACK 30' v ,- MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' ��� -� TEST HOLE LOGS MAX• BUILDING HEIGHT 30' SITE IS LOCATED WITHIN GROUNDWATER 03 Cirri,"�� DAVID D. FLAHERTY JR. PROTECTION OVERLAY DISTRICT !� ENGINEER: 1 ee (, �CO WITNESS: DON DESMARAIS 1 w DATE: 7/1 1/2006 iv PERC. RATE _ < 6 MIN/INCH O TH_q CLASS I SOILS P# 11348 co 188J 0 . __, � ' � ELEV. �� '' �� ELEV. �I �� �I ELEV. ELEV. Lot '� •i� TH 1 0» v 82' v- V 86' 80' / AL WaP 4 43,626 S.F. 2 0 0 5 0 0 :44: 3 gwJ ►� [, t 5» 5» » 4,. amt / LSLSLSLS fra- \ . 10YR 6/1 10YR 6/1 » 10YR 6/1 » 10YR 6/1,� , 8 1O 8•oo PAVED g g g g DRIVECD O 1 `, , LS LS LS LS NVI N / v // , W ` 29„ 10YR 6/8 79.6' 10YR 6/8 10YR 6 8 30 10YR 6/8 77.5 44 � I �, 27» / 87.7' 33., / 83.2 , cfl oIOL k ;'fill �.1 W 1 �) Q f r* O �, �� X /�. PERCX PERC 2' Itsc C / / 1.&T,‘;,\ ' ? �� / Ii‘ 6 C C i---j ( ' 'a�. ••,. FMS RES l FMS LS FMS ERVF ` 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 O . • Illf'\134\\*-2164. 2.5Y 6/4 /AI\ 11111111k '� �� 144" 70' 133" 79' 138" 74.5' 126" 69.5' \ G0> IN , �� 4] G_`"-�� NO GROUNDWATERR ENCOUNTERED NO GROUNDWATER ENCOUNTERED • .g6l 1,\ 84 1 �,gb viti4 lI [ , i).\ 1? BENCHMARK: - :4461fredON 101o NAIL TO BE SET c � � 1 NIIIIIMPI IN TREE ELEVATION Q ......4 N1_____„ 94.5 NAVD88 , ...40 LIN1,.., 1 4414 _... iw4401 P.1 gi 10* 0 ` 4 w. . I III II 1 ' ail1 JiLl I'i �� p u,, I kS`� / Q • / I1ts 1100•000:01101111117- OF CAPE COD BERM NIIINIW/ OPE E 12"x 3" ASEM£NT EG E E 8" HG f o , #35 SAMANTHA DRIVE �� c1 1100P- 1 ADJUSTING BLOCKS/H-20 RISERNPIIIII - � CUMMAQUID, MA MORTAR ALL COMPONENTS �� �`6 V' � PREPARED FOR 'o°o°o°o°o °7twoovw.. I. °O° ° 4' MIN. PEASTONE �00000000a . o 0 0 oO AND MIRAfI 140NS � M W� �W___.°� Z°°°°°°°°° , EDMUND POL°o°oo°o°o+ n°o°o°o°o° FABRIC OVER STONE /�o°000°o°oo" 5•-0" X 6.0 -'o° ° ° ° 2/'544;i0tri'' *0000000000°+ • o°o°00000 00' H-A 0 ?0000000°o° ° 000°+ LE cR tG - °°°o°°°°° ;� _� _ pDATE: SEPTEMBER 25, 2019 °°°00000 • +'' °°°°°0°0°0°0 0 . LEACHPITOo 0 0°0°0 � W'o°o °o "SHOREY OR EQUAL :o�$ooMio °°°°°o -.44,°o°o nyl Of N�F M�J '�" uq� ° oo°000 � �o°o°00000 - Oir4\P4 '1 `¢ y ��N qs ^. oFr �°0°0°0° °0�0 ° ° ° ° ° ° ° o°o o°°'° :;%42e$, �� ` �i� fl� OANI�L A. � � l'��e� a SgC'Y1' ,° ° °° °° °° :0•00V-.--.-\\s\ z 0 1ALA a . 7DA,II 4 �`�.,W W Y'`� u , 1= A �\IW�'3/a" - 1 i/z" fAso -J Cl�/IL OJALA (,) Scale: 1"= 20' \ DOUBLE WASHED STONE `' 0.465O2 t c,2' MIN. AROUND PITti� C� ço do 6" UNDER PIT aC�G sTE2 \ ,• e `a � ' ��� DRIVEWAY DRAIN SECTION ; i- 2c: 1i $ ss, , ��. r�3d „,- .�/ f 0 10 20 30 40 50 FEET NOT TO SCALE \'; ' ��ss'e'k,- r} d_w� ..o Dr NIEL ''',.5,"`". off 508-362-4541 <� ��„�9 DAPJIEI.A. \\���� A. ZIP ; OJ,`�LA " ,t, I fax 508-362-9880 downcape.com --D / A „ No 40980 ' .,„\ Ho.46E>02A.2 SCclle:1"= 20' , „ \,. / `' fc,, 1 ;:, ' W down cope engineering inc. I. o- civil engineers 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. land surveyors 939 Main Street ( Rte 6A) DCE # >8-426 YARMOUTHPORT MA 02675 15-177 POLI.dwg I i