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HomeMy WebLinkAbout0434 PINE STREET (HY �y,�y; '�'��e� �� � �/ r � ,. . � �. � _ - a .. .. ,� ,. s I. o � a �. f,,,.. �'. k. 4 i, t o 1 'gyp ^� i, r } .. 4 i -. � e ' .�.,� E Town of Barnstable Regulatory Services DIME Thomas F.Geiler,Director Building Division BMWSPABLE, . Tom Perry,Building Commissioner � ,3 9. ��� 200 Main Street,Hyannis,MA 02601,�EO MAC A Office: 508-862-4038 Fax: 508-79076230 September 14, 2012 Thomas Mackey 135 Cedar St. W. Barnstable, Ma. 02668 ` RE: 434 Pine St., Centerville, Map: 228 Parcel: 022 Dear Mr. Mackey: This letter is to inquire on the status of permit application number 200905413 issued by this office on or about November 17, 2009 and remind you that 780 CMR requires the successful completion of all required inspections. To date no final building inspection has been done and a site inspection seems to indicate the project has been completed. Please contact this office by September 28, 2012 to arrange for the necessary inspection(s)to avoid further action by this office. These actions may include filing a complaint with the Building Board of Regulations and Standards if compliance is not obtained. Thank you in advance for your anticipated attention in this matter. Respectfully, L Lauzon . ocal Inspector jeffrey.lauzon@town.bamstable.ma.us (508) 862-4034 r .TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. r _ Map 0` Parcel �) ��/ Application # 6 �� Health Division Date Issued I l I O Conservation Division Application Fee 11i,` Planning Dept. Permit Fee, e 3 ,, Date Definitive Plan Approved by Planning Board /1�17/o9 UJ Historic - OKH Preservation/ Hyannis Project Street Address Village C4 Owner Address Telephone 7 c 9 5 6 L v z Permit Request G u �" w1•w1 �ywS� �ce���-:5� r �f� w� ��ti� d v C,t 0-w A s Square feet: 1 st floor: existing //yOproposed 2nd floor: existing S y proposed 7 bo Total new -2 YO Zoning District Flood Plain �n1 Groundwater Overlay Project Valuation /���vyo Construction Typed Jvy�Y -�r�w• Lot Size -I IlL q 3 o Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family GY' Two Family ❑ Multi-Family (# units) Age of Existing Structure emu-+ Historic House: ❑Yes L4-No On Old King's Highway: ❑Yes 2-No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other_:" ;.hU s17` -�-,,v( 7 900 S Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) god Number of Baths: Full: existing i new _45- Half: existing / new Number of Bedrooms: -3 existing _new Total Room Count (not including baths): existing knew / First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑ Other ;central Air: ❑Yes Rf\10 Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ..� _ C3 Commercial ❑Yes 0 No If yes, site plan review# to �, Current Use r Proposed Use APPLICANT INFORMATION vQi m (BUILDER OR HOMEOWNER) Name /'n �;c=/�� . Telephone Number 50W-_ .301- Address 1 -z?e-G(G'1 S�re-e- License-# 7y6 /b Home Improvement Contractor# f 5_7 7&57 Worker's Compensation # &f&/Y0(®q 1/0 5 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE /"y''i DATE f FOR OFFICIAL USE ONLY Y. APPLICATION# t DATE ISSUED ';4AP/PARCEL NO. ,lei ADDRESS VILLAGE OWNER DATE OF INSPECTION: fe FOUNDATION FRAMEdeAT4TW& INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING loll (1 �k, I l?--Z Z- DATE CLOSED OUT ASSOCIATION,PLAN NO. I Y r t Town of Barnstable Regulatory Services BA-RNv hUs& Thomas F_ Geiler,Director to Building Division Tom Perry, Building Commissioner 1 4 200 Main Street, Hyannis,MA 02601 www.town-barnstable.ma.us Office: 508-862-4038 Fait: 508-790-6230 Property Owner Must Complete and Sign This Section If Using ABuilder r, , ;,,� j�w✓7 , as Owner of the subject property hereby authorize ( i2.N. 1M C�c�L .c,il to act on my behalf, in all matters relative to work authorized by this Building permit application for. (Address of Job Sign ature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. �ofz�ray Town of Barnstable tiP o Regulatory Services Thomas F. Geiler,Director �659. ,�� Building Division Tom Perry,Building Commissio r 200 Mairi•Street, Hyannis,MA 0, .01 www.town.barnstable.ma' s Officer 508-862-4038 Fax: 509-790-6230 HO' EO"RR LICENSE E TION Please Print DATE: JOB LOCATION: number s trcct village —-"HOMEOWNER": name home one# work-pbone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"wt�two-ycar ed to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individuho does not possess a license,provided that the owner acts as supervisor. NO HOlY1EOWNER Person(s)who owns a parcel of land on whieside or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached o strut s accessory to such use and/or farm structures. A person who constructs more than one.home. ear perio all not be considered a homeowner. Such "homeowner"shall submit to the Building Oa form acc ble to the Building Official, that he/she shall be responsible for all such work erformed anddin ermit. ection 109.1.1) The undersigned"homeowner"assumes re onsibility for compliance ' the State Building Code and other applicable codes, bylaws,rules and regulz ons. The undersigned"homeowner"certifies, t_he/she understands the Town o arnstable Building Department minimum inspection procedures and re irements and that he/she will comply th said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three- dwellings containing 35,000 cubic feet or larger will be req d to comply with the State Building Code Sc on 127.0 Construction Control. HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building permit is required shall be empt from the provisions of this section.(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a p on(s)for hire to do such work,that such Homeownerr shall act as supervisor.,. Many homeowners who use this exemption are unaware that they are assurmng the responsibilities of a sup Isor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness bftcn results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed agairsst the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimatcly responstblc. To ensure that the homeowner is fully aware of his/her respansibili6es,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsbilitics of a Supervisor. On the last page of this issue is a,form currently used by several towns. You may care t amend and adopt such a forrn/ccrtification for use in your corrmiunity. Q:forms:homccxcmpt REScheck Software Version 4.2.2 Compliance Certificate Project Title: Daviis Residence Energy Code: 2006 IECC Location: Mansfield,Massachusetts Construction Type: Single Family Project Type: Alteration Heating Degree Days: 6225 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 434 Pine Street James Davis Ed Mogan " Centerville,MA 434.Pine Street Maogan and Company Cewnterville,MA 68 Loyce-anne Rd Centerville,MA 02632 508.776.2070 Compliance:2.3%Better Than Code Maximum UA:263 Your UA:257 am Loam Ceiling 1:Flat Ceiling or Scissor Truss 1100 38.0 0.0 33 . Wall 1:Wood Frame,16 o.c. '480 21.0 0.0 23 Window 1:Wood Frame:Double Pane with Low-E 74 0.310 23 Wall 2:Wood Frame,16"o.c. 416 21.0 0:0 19 Window 2:Vinyl Frame:Double Pane with Low-E 74' 0.310 23 Wall 3:Wood Frame,16"o.c. 480 21.0 0.0 23 Window 3:Wood Frame:Double Pane with Low-E 74 0.310 23 Wall 4:Wood Frame,16"o.c. 416 21.0 0.0 19 Window 4:Wood Frame:Double Pane with Low-E' 74 0:310 23 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 11,00` 21.0 0.0 48 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit.application.The proposed building has been designed to meet the 2006 IECC requirements in . REScheck Version 4.2.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature ' Date Project Notes: Window and door areas are combined in calculations r REScheck Software Version 4.2.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation. Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Floors: ❑ Floor 1:All-Wood Joist/Ttuss:Over Unconditioned Space,R-21.O cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated'with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated'and ASTM E283 labeled,or 3)installed inside an air-fight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from.conditioned space meet the building thermal envelope requirements. Vapor Retarder: v ❑ Vapor etaMer,is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: Ll Materials and equipment are identified so that compliance can be determined. Manufacturer manuals fora 1-installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Li Insulation is installed according to manufacturer's instructions,in substantial contact with.the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. 0 Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,fitter boxes,and:duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 1818. 0 Building framing cavities are not used as supply ducts. Lj Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: 0 Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Certificate- Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) 20 AECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall ,21.00 Floor/Foundation 24,00 Ductwork(unconditioned spaces): Window 0.31 Door Water Heater: Name: Date:, Comments: �ofIHE,, Town of Barnstable Regulatory Services • SARNSTABLE. Thomas F. Geiler, Director 9 MASS. g 4'°,Ecr39. ,►Ay Building Division yi Tbomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,W 02601. www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: bolt/ l S Map/Parcel: $ r Project Address y3N �'��ne }- ' Builder: �o w• a� The following items were noted on reviewing: V �21Mq 4Z+ rL L ��i •S e.r �CL� ` � e� 1 t�tiY�S ' ' Reviewed by; Date: l w .Q:Forms:Plnrvw 0„E y�. 6�� cry' �ti N8 9°31 '0 t AS/LOT ?2 of LOT B3 0 o� 4.6 15 4 15_2� o=___- W p LOT E2 29_+ ---- =-----==---= HSE #43 Q) s 13.2 12.2' �5.0 15'BUILDING LINE 23 STREET pINE NOTE PRE-E.16r37INC, NONCONFORMING RES Z02VE- 'RDI" This MORTGAGE INSPECTION Plan is For FLOOD ZOJVE- "C" Bank Use Only TOWN: _CENTE9VILLE_--------- REGISTRY OWNER: J_EAN_ETTE M STEMYSON DEED REF: _ CTF 7276 5 ______--BUYER: RO.�S SCHIF_ANO�__ _____________________ PATE: _1--1 ------------- PLAN REF: _17678 B -_ SCALE: 1"= .30FT. I HEREBY CERTIFY TO LAPECOD_F_'IVE' CENTS_ YA1NKEE SURVEY S'A 1171VCS BAeVIi ____ ___THAT THE BUILDING' OF . SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS ��" �4��c� � CONSULTANTS SHOWN AND THAT ITS POSITION DOES ___ CONFORM PAUL TO THE ZONING LAW SETBACK REQUIREMENTS OF THE A. z 408 (SUIT); 1) TOWN OF __ B__IRIVSTABLE______ _ _ AND THAT `�� ?rY IgrrHEW F` INDUSTRY ROAD IT DOES— iVOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD ; ""' '` t MARSTONS MILLS, MA. 02648 AREA AS SHOWN ON THE H.U.D. MAP DATED fj/_19%8 z TEL: 428-00-05 C(?I&mI itv-Panel 250001 0005 C _ �jr., PAI: 420-5553 _ THIS PLAN NOT MADE FROM -A"N`' UhIENT -) SURVEY, N01' TO BE USED FOR FENCES, ETC. ti.��J6'8 DCB tr Rivermoor Engineering,LLC. 781.545.2848 10 New Driftway—Suite 101 fax 781.544.7729 RIVE R M o o R Professional Engineers Scituate,MA 02066 ---- i www.rivermoorengineering.com STRUCTURAL ELEMENTS FOR . DAVIS RESIDENCE - ADDITION 434 Pine Street Centerville, MA RE Project No. 09-126 �P OF i►G F cr ALK c STRUCTURAL v y NO.43315 0NA 1 .August 20,2009 LIMITATIONS The following Report includes specific structural elements for the addition as required under The Seventh Edition, Massachusetts Building Code for One and Two-Family Dwellings (780 CMR). The members specified in this Report include: • 2nd floor , attic & Roof framing • Wind Bracing & Hold downs The structural elements included in this report are based on the arrangement shown in the referenced drawings. Existing foundation verification is not part of Rivermoor Engineering scope of work. Refer to chapter 54 of MSBC for requirements. Refer to the Architectural Drawings for controlled dimensions. The condition of new spread basement footings is based on a presumptive soil bearing pressure of 3,000 pounds per square foot, which corresponds to undisturbed sandy gravel and/or gravel with no compressible or organic material. The subsurface conditions at the site must be verified accordingly. Non-structural code requirements are not addressed in. this design package. The contractor/builder shall refer to Chapters 53, 54, 55, 56, and 58 of the Code for structural elements and details not included herein. Rivermoor Engineering,LLC Project 09-126 Page I of I JOB-SITE SAFETY Job-site safety is the contractor's responsibility. Although Rivermoor Engineering may visit the job-site on one or more occasions, such visits are for clarification of specific structural design issues only, and are not for the purposes of identifying potential job site safety issues. The US Department of Labor(OSHA)website provides direction in the form of a job-site safety handbook for residential construction that includes- but is not limited to- requirements for head and eye protection, ladder safety, and fall protection. It is the contractor's responsibility to comply with all applicable requirements. Rivermoor Engineering,MC C Project 09- I a , SKETCHES L Dimensions shown on structural sketches & calcs are for design purposes. Contractor to Iayout new work to determine exact measurements in order to provide full bearing and fit-up prior to ordering material. 2. The Contractor is responsible for temporary shoring and support of all floors, walls, and roof including means and methods of construction and safety. 3. Only structural elements included in the calculations & marked up on copies of plans produced by others are the addressed in this design package. Refer to other design documents for elevations, architectural and civil engineering code requirements. 4. An .existin y y g structural elements identified by size on the Architect/Designer plans or Engineering sketches must be field verified by the Contractor. If any discrepancies are found, this must be brought to the attention of the Engineer prior to work commencement. SQaa,l 5 Q�4Uj�f',�bl�5, 4Y4 2 c 1 LAUNDRY /l DINING Q JS l46A% ral,►M NUu*$� Z 12 L Z `�57 no kG lz is oO Z� t 1-N 0 El CZ)2x ( link C�ili DN �x� � �-4,4 . ATTIC , FLOOR �� I l Ei Do o . . 0 -DN- u MAikJ S �1� \ -72!7 FTF ® a❑ Eo - aD �^ SOUTH ELEVATION II r {-t Ta ; FFH FM -f E Dtfs o pp rev nn n NORTH ELEVATION 5 �j IFMI paqll Tel �,�1 WEST ELEVATION Clef 5K- `-t' . � � EAST ELEVATION I Nil^/ IE Zx( a 24by �j l5�eJ+r V-1 4-1 O G? -F— S Tv�gE�w�5 I E I )ATE ( DRAWN BY ; Pl PROD. TITLE: RIVERMOOR ENGINEERING LL^�s 181EW DRFTWAY,fgl3E778 8U17E 101 - S K� ,J �R 0 J. NO. SATE.MABBAC a� FAX:(7B11544-7M 0 N vj "Flv 1J bAz rizrT 1 )ATE DRAWN BY PROJ. TITLE: RIVERMOORENGINEERIN(iLLIMEC 'ROJ. NO. BgTUATEM�A88AACMUSER8Qi066 SK` 1 C� rep:vex)s+saa�e ■ivt •etvFAX:CM)6N-rM .Q L1. � � J � sun lj�htfsvfil C osl� tom-- o L 10 ►� VIA 7 . UNbly�"U�-I��n �UI1'�pIGG �1Vb16Kl�h� b0� , ATE DRAWN BY :` PROJ. TITLE: RrvrMooRoINEEMERiNcuc 70l�WDRE7YVAY.SME,C, III 2OJ. NO. ov t G B lrE.MA68ACHLlSE 7g,,-we S K- l� ^ 0�URN, G 4 V mpevenUkh. 0 r 19 VrI44 &-AFV%Go ANC G*L 4 rW :. PROJ. TITLE: DATE: DRAWN B Y RIVERb100R ENGINEERING LLC 10 NEW DMFIWAY,SUITE 101. pp�A/�% SCfTUATE.MASSACMUSEM MM SK- 12, PROD: N0. TEL p81)545.2M r 0 LU4 L , �}x - &,,,r 4 v !� S��P�-gin , • I �1:SIJ�L,1(DI�- S L-4 Drawing T Stale: R j eTftme., > > � f EV- -`i HWACCWEn�iva%A(a LLC Date: Drawing: PROFESSIONAL ENGINEERS ►� � nog u 2 PIN'. 10-5 KA1109 fop, v WOW wr Aviu.5<A1 14y, OrSM9 w, yr ( , ►i LOPE DATE �q, DRAWN BY PROJ. TITLE: V' nAa RIVERMOOR ENGINEERING LLC Z (�/NAI�V V�I11L 10 NEW DRIMASSA SLATE TS fiCITUATE,MASSACMUSERS 02066 SK-11 P R O J. NO. TEL:(761)5454 e u r t L=FAX:(761)5947729 I J Olt I I' Woslr 2 (TYpr) NoWow u �TYP) u I ago { t t 1 , 1IJG{�or", Uo( , { &TYPE , TY FE A% TYPE D .1y ag co WAW,- P XA,410 Pev'Ai�y • JV i DATE DRAWN BY PROJ. TITLE: R)vERMooR ENGINEERING LLC 10 NEW Win WAY,SLATE 101 SCITUATE,MASSACHUSETTS OM6 PROJ. N0. TEL:(701)SI19618 e n v e e e e ee FAX:(M)S34-TM NOTES: I. SEE GENERAL NOTES FOR WALL SHEATHING AND FASTENER MATERIAL SPECIFICATIONS. 2. ALL SHEATHING EDGES SHALL BE SUPPORTED BY STUDS,WALL PLATES,.RIM JOISTS,OR BLOCKING; PROVIDE FULL DEPTH 2X BLOCKING ALONG ALL HORIZONTAL PANEL EDGES. 3. SEE LAYOUT PLAN FOR WALL BRACING PANEL LAYOUT. 4. ALL WALL BRACING PANELS SHALL BE SHEATHED ON ONE SIDE UNLESS NOTED OTHERWISE ON THE LAYOUT PLAN. 5. SEE SCHEDULE BELOW FOR FASTENER SPACING, HOLDOWN, ANCHORAGE, AND QUANTITY OF KING STUDS AT EACH END OF WALL BRACING PANELS. PROVIDE SCHEDULED HOLDOWN AT EAC END OF BRACING PANEL. 6. WHERE WALL BRACING PANELS INTERSECT AT A CORNER, PROVIDE THE HIGHER CAPACITY SCHEDULED HOLDOWN AND ANCHOR BOLT. HOLDOWN ANCHOR BOLT OPTIONS BOLT CAST-IN-PLACE DRILLED-IN (SIMPSON ET.EPDXY-TIE) 0 AB-1 5/8" DIA SSTB14 5/8" ROD WITH 12 MIN EMBED' AB-2 7/8" DIA SSTB28 7/8" ROD WITH 16" MIN EMBED ANCHOR BOLTS SHALL BE INSTALLED IN ACCORDANCE WITH SIMPSON SPECIFICATIONS AND INSTALLATION INSTRUCTIONS 0 Endwall Comer stud Holddown connected to transfer shear 2-16d Common nails at 6"o.c. . !DATE DRAWN BY : PROJ. TfTLE: RIVERMOORENGINEERINGLLC t,�'10 NEW DRWMAY,SME lot C(( P R O J. NO. BC MM,MAssacNusETTB OM6 v,\ 6 =-t7811 516.7848 .. .. r .■ r•■■■F":(781)604-"" . Now Nod UIJtiNB�N�' hfiV b GoNfi(t�Uptl f '�'0 SKCAW affisU �I.OGIGING �a��t� �IRy� -` MAX 04(-, Fwp -107"Ilow p 3 t9lm(i,m-1710 4 DATE DRAWN BY PROD. TITLE: RiVERM00R ENGINEERING LLC PR0,1. NO. SC�MR SAA�s 02oU S K-1 7EU(8,)645.2B48 uvt 1 FAX-(781)bW77a r over- W'4t.L' C z , MAXI M4 LOOICO� la a6l k.r DATE DRAWN. BY.:, PROJ. TITLE: RIVERMOORENQINEERINGLLC PROJ. N0. f 'secm"�"u MD�"s�cH ozoea SK — TEL(7ei)64542E46 - �t rrrw.errr FAX:(7e1)$44.7729 - - Z .. L.oGhf 10 H o Jothy' * o FGA-fe. � �c�c►�t. c ,t-4 : Ta H14Al,<E wo rl ©vim FWOIL d G 'D ►. �' i CON T. RIDGE VENT RAFTERS " ROOF SHEATHING STEEL STRAP ® 16" O.C. OR TIES ® 16" O.C. r- TYPICAL RIDGE SECTION SCALE :3'/4"= 1'-0" 1 SATE DRAyM BY : DETAIL / SECTION[ faven►roon BxffrmEnma uc .q glIYOIIYTMAT fltITTE 10/ FILE LOCATION: U -���� �► G:AOIIt�TIpIC'4lRM.-I�p[TA{$\ _ •�rl• •�a/Alt f►011/AL7lb Ip�'O�ff(tt i r n0U�1 PFI J01y4 06 M.0t,Lt9to A4 �✓o t~�' �p���'�OtJh Vf^�, 0-- NOTES: 1. THE LEDGER SHALL BE INSTALLED TIGHT TO WALL SHEATHING, WITHOUT SPACERS 2. SEE ARCHITECTURAL DRAWINGS FOR FLASHING DETAILS AND STEP- DOWN DIMENSION 3. LAG BOLTS SHALL BE 1/2" DIAMETER BY 4" LONG WITH WASHER; MACHINE BOLTS SHALL BE1/2" DIAMETER BY LENGTH TO SUIT WITH 2 WASHERS; REFER TO GENERAL NOTES FOR CORROSION PROTECTION 4. LAG BOLT DRILL-HOLE DIAMETERS: SHANK(THROUGH LEDGER BOARD): 9/16" LEAD (THROUGH RIM JOIST): 5/16" 5. LAG BOLT SPACING MAX JOIST SPAN LAG BOLT SPACING eft 15"o-c eft 12"crc loft W 0-c 12ft . 8"c-c 14ft 6"o-c 6. MACHINE BOLT SPACING MAX JOIST SPAN BOLT SPACING loft 16" c-c 12 ft 12"c-c 14ft 8"o-c 7. LEDGERLOK RIM JOIST FASTENERS MAY BE SUBSTITUTED FOR THE SPECIFIED LAG BOLT. III ATE DRAWN BY PROD. TITLE: RNERWOOR ENGINEERING UC T Yr I GA, V 6 4 10 NEW DRIFrWAY,BUTTE 101 C K_Z, ROJ. NO. �i�j n�j SCTTUATE.MASSACHUSETTSOX" `J LV.V 6t K. - 1'e 91 I TEL:(761)54b2Me [ r[[r[r n FAX:(761)84M-7M SPECIFICATIONS • RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS STRUCTURAL GENERAL NOTES GENERAL USE STRUCTURAL SKETCHES IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. COORDINATE ALL STRUCTURAL WORK WITH THE WORK SHOWN ON ARCHITECTURAL DRAWINGS AND WITH THE WORK OF OTHER TRADES, INCLUDING MECHANICAL, ELECTRICAL, PLUMBING, AND WITH SITE DRAWINGS. CONSULT THESE DRAWINGS AND COORDINATE WITH OTHER TRADES FOR LOCATIONS AND DIMENSIONS OF PIPES, OPENINGS, CHASES, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL SKETCHES. FASTENERS UTILIZED FOR FRAMING CONNECTORS SHALL BE THE TYPE, SIZE, AND QUANTITY SPECIFIED IN THE FRAMING CONNECTOR MANUFACTURER'S CATALOG. ALL OTHER FASTENERS SHALL BE COMMON NAILS AS INDICATED OR IN ACCORDANCE WITH THE CODE FASTENER SCHEDULES WHERE NOT INDICATED. IF THE CONTRACTOR PROPOSES TO UTILIZE NAIL GUN FASTENERS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORINATE WITH THE SUPPLIER/MANUFACTURER & PROVIDE EQUIVALENT SIZE AND SPACING BASED ON THE SUITABILITY OF THE PROPOSED FASTENERS AS SUBSTITUTES FOR COMMON NAILS. FOR ELEMENTS NOT INCLUDED AS PART OF THIS PACKAGE, ALL WORK SHALL CONFORM TO CHAPTERS 55, 56, AND 58 AND APPENDIX 120.0 OF THE BUILDING CODE. DIMENSIONS SHOWN ARE FOR DESIGN PURPOSES ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR LAYOUT DIMENSIONS. WHERE APPLICABLE COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS. REFER TO RIVERMOOR FOUNDATION PLAN, DETAILS AND SPECIFICATIONS TO COORDINATE WORK . THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING AND FOR CONSTRUCTION SITE SAFETY. ALL WORK SHALL BE SUPERVISED BY CONSTRUCTION SUPERVISORS AND/OR HOME IMPROVEMENT CONTRACTORS LICENSED IN THE COMMONWEALTH OF MASSACHUSETTS. . CODE BUILDING CODE FOR ONE-AND TWO-FAMILY DWELLINGS(780 CMR)SEVENTH EDITION. WFCM 2001 LIVE LOADS BASIC WIND SPEED: 110 MPH (TABLE 5301.2(4)) WIND EXPOSURE CATEGORY: B GROUND SNOW LOAD: 30 PSF(TABLE 5301.2(5)) LIVING AREAS:40 PSF SLEEPING AREAS: 30 PSF ATTIC WITH STORAGE: 20 PSF ATTIC WITHOUT STORAGE: 10 PSF(ROOF PITCH 3:12 MAX) DECKS: 60 PSF BALCONIES: 60 PSF PAGE 1 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS FOUNDATIONS (REFER TO ARCHITECTURAL DRAWINGS) STRUCTURAL STEEL WIDE FLANGE SHAPES: ASTM A992 OR ASTM A572 GR 50. PIPE COLUMNS: ASTM A53 GRADE B SQUARE COLUMNS: ASTM A500 GRADE B MISC PLATES: ASTM GR 50 BOLTS: ASTM A307 DIMENSION LUMBER ALL INTERIOR(PROTECTED) DIMENSION LUMBER SHALL BE SPRUCE-PINE-FIR(SPF) GRADE NO. 2 OR BETTER FOR RAFTERS, JOISTS,AND HEADERS,AND STUD GRADE FOR STUDS, UNLESS NOTED OTHERWISE. DIMENSION LUMBER FOR SILL PLATES, PORCHES AND DECKS SHALL BE PRESSURE PRESERVATIVE-TREATED SOUTHERN PINE#2 OR BETTER. ALL DIMENSION LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. LUMBER SHALL BE GENERALLY FREE FROM SPLITS&WARPAGE THAT CANNOT BE CORRECTED BY BRIDGING OR NAILING. MOISTURE CONTENT OF LUMBER SHALL NOT EXCEED 19%AT THE TIME OF CONSTRUCTION. LAMINATED VENEER LUMBER(LVL) LAMINATED VENEER LUMBER SHALL BE 1.9E TJ MICROLAM LVL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. PARALLEL STRAND LUMBER(PSL) PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL BY TRUS JOIST, OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. ENGINEERED WOOD JOISTS JOISTS AND ACCESSORIES INCLUDING RIM JOISTS SHALL BE THE PRODUCTS OF TRUS JOIST, OR APPROVED EQUAL. SHEATHING ALL ROOF, FLOOR,AND WALL PANELS SHALL BE APA RATED EXPOSURE 1 SHEATHING COMPLYING WITH DOC PS 1 AND PS 2. FULL 4X8 PANELS SHALL BE USED TO THE MAXIMUM EXTENT PRACTICABLE. FLOOR SHEATHING (BLOCKED STRUCTURAL DIAPHRAGM,ALL FLOORS) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 3/ IN P AGE 2 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS GLUED AND NAILED WITH TONGUE AND GROOVE JOINTS FASTENERS: 8d COMMON AT 6" OC ALONG SUPPORTED EDGES AND 12"OC INTERMEDIATE ALL SHEATHING EDGES SHALL BE SUPPORTED; PROVIDE 2x SOLID_ BLOCKING AS REQUIRED NOTE: USE APA RATED STURD-I-FLOOR OR ADVANTECH IF SPECIFIED ON ARCHITECTURAL DRAWINGS. ROOF SHEATHING(110 MPH) MINIMUM SPAN RATING: 32/16 MINIMUM THICKNESS: 7/16 IN FASTENERS GENERAL: 8d COMMON WITHIN 4 FT OF GABLE END WALLS: 8d COMMON DEFORMED FASTENER SPACING GENERAL: 6"OC ALONG SUPPORTED EDGES AND 6" OC INTERMEDIATE ALONG GABLE END WALLS: 4"OC WALL SHEATHING (WALL BRACING PANELS) MINIMUM THICKNESS: 7/16 IN FASTENERS: 8D COMMON SPACED 4" ALONG SUPPORTED EDGES AND 12"OC INTERMEDIATE ALL PANEL EDGES SHALL BE SUPPORTED; PROVIDE BLOCKING ALONG ALL HORIZONTAL PANEL EDGES SEE WALL BRACING SCHEDULE AND WALL SECTIONS FOR ADDITIONAL REQUIREMENTS SILL ANCHORAGE, HOLD-DOWNS, AND FRAMING CONNECTORS ALL STRUCTURAL FRAMING CONNECTIONS, UNLESS SPECIFICALLY NOTED OTHERWISE, SHALL BE "STRONG TIE"AS MANUFACTURED BY THE SIMPSON CO. IN ACCORDANCE WITH"WOOD CONSTRUCTION CONNECTORS"CATALOG C-2008. ALL FASTENERS(TYPE, SIZE, AND QUANTITY)SPECIFIED IN SIMPSON'S CONNECTOR SCHEDULE SHALL BE INSTALLED. FOR ANCHOR BOLT LAYOUT, SEE STRUCTURAL SKETCHES. ANCHOR BOLTS FOR HOLDOWN CONNECTORS SHALL BE AS SHOWN ON THE STRUCTURAL DRAWINGS& SKETCHES. ALL CONNECTORS AND FASTENERS FOR PRESSURE PRESERVATIVE TREATED WOOD SHALL BE SHOP-COATED AND/OR STAINLESS STEEL TO SUIT THE SPECIFIC EXPOSURE(S)AND WOOD PRESERVATIVE(S) IN ACCORDANCE WITH SIMPSON STONG- TIE RECOMMENDATIONS. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION INDICATING THAT CONNECTORS AND FASTENERS ARE ACCEPTABLE FOR THE EXPOSURE AND CHEMICAL PRESERVATIVES USED ON THE PROJECT. DOCUMENTATION SHALL INCLUDE TYPE OF PRESERVATIVE(S), PRESERVATIVE RETENTION LEVEL(S), AND EXPOSURE ENVIRONMENT(S). HURRICANE CLIPS ARE REQUIRED AT ALL RAFTER ENDS. PAGE 3 4 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS FRAMING INSTALLATION ALL FRAMING SHALL BE ERECTED TRUE TO LINE, PLUMB AND LEVEL, AND SHALL BE FASTENED/HUNG TO DEVELOP THE FULL STRENGTH OF THE ASSEMBLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL ENGINEERED PRODUCTS SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH PRODUCT MANUFACTURERS'SPECIFICATIONS AND INSTALLATION DETAILS. WITH THE EXCEPTION OF MANUFACTURER-PROVIDED KNOCKOUTS, NO HOLES SHALL BE FIELD-DRILLED IN MEMBERS. IF HOLES ARE REQUIRED, NOTIFY THE ENGINEER PRIOR TO ORDERING AFFECTED MEMBERS. FLOOR SHEATHING SHALL BE GLUED AND NAILED. ALL FRAMING IN CONTACT WITH (OR WITHIN 1" OF) MASONRY OR CONCRETE SHALL HAVE A PRESSURE PRESERVATIVE TREATMENT. ALL HARDWARE SHALL BE CORROSION PROTECTED FROM ANY REACTION TO MATERIALS IN CONTACT AS INDICATED ABOVE. PROVIDE 2X WOOD BLOCKING OR RIM JOIST AT ALL SAWN LUMBER FLOOR JOIST SUPPORT POINTS. FOR SAWN LUMBER JOISTS EXCEEDING 2X12, PROVIDE BLOCKING AT INTERVALS NOT EXCEEDING 8 FT. PROVIDE DOUBLE FLOOR JOISTS OR BLOCKING BELOW ALL NEW INTERIOR PARTITION WALLS. SIZES OF DIMENSION LUMBER ARE NOMINAL. ALL LUMBER SHALL BE SURFACED FOUR SIDES, UNLESS NOTED OTHERWISE. STRUCTURAL MEMBERS SHALL NOT BE IMPAIRED OR UNDERMINED BY IMPROPER CUTTING OR DRILLING. NON-CONTINUOUS DIMENSION LUMBER JOISTS EXTENDING OVER LOAD-BEARING PARTITIONS OR BEAMS MAY BE BUTTED OR LAPPED, SUBJECT TO PROVIDING A MINIMUM BEARING LENGTH OF 1-1/2 INCHES. PROVIDE SOLID BLOCKING BETWEEN JOISTS. ALL BUILT-UP LVL BEAMS SHALL BE ASSEMBLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR WALL FRAMED OPENINGS , AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND ONE KING STUD UNLESS OTHERWISE INDICATED. AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND ONE KING UNLESS OTHERWISE INDICATED. EXTERIOR WALL FRAMED OPENINGS AT EACH END OF SAWN LUMBER DOOR AND WINDOW HEADERS, PROVIDE ONE JACK STUD AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. PAGE 4 RIVERMOOR ENGINEERING, LLC PROFESSIONAL ENGINEERS AT EACH END OF LVL DOOR AND WINDOW HEADERS, PROVIDE TWO JACK STUDS AND KING STUDS PER SCHEDULE BELOW, UNLESS OTHERWISE INDICATED. MAX HEADER SPAN, FT KING STUDS, EACH END 4 1 6 2 10 3 12 4 SCOPE OF STRUCTURAL ENGINEERING SERVICES THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DESIGN AND PREPARED THE STRUCTURAL WORKING SKETCHES FOR SPECIFIC ELEMENTS FOR THIS PROJECT. DESIGN IS LIMITED TO ONLY THOSE STRUCTURAL ELEMENTS IDENTIFIED ON THE ENCLOSED SKETCHES. THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DETAILS AND LOCAL CODE REQUIREMENTS. FIELD VERIFICATION OF CONSTRUCTION WORK PERFORMED SHALL BE BY OTHERS.ANY DEVIATION FROM THE SKETCHES MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ANY DISCREPANCY BETWEEN THE STRUCTURAL SKETCHES AND THE ARCHITECTURAL DRAWINGS SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY. PAGE 5 ATTACHAI ENTS Attachments are information only data. Contractor to verify Technical data or Manufacturer's requirements for updated documents. For additional information, refer referenced documents or recommended manufacturers installation requirements. s - • • O • • O 110 MPH EXPOSURE B WIND ZONE Table 2. General Nailing Schedule DescriptionJoint Wil Spacing Blocking to Rafter (Toe-nailed) 2-8d 2-10d each end I fT Rim Board to Rafter (End-nailed) 2-16d 3-16d each end 2 1. IT Wall Framing Top Plates at Intersections (Face-nailed) 4-16d I 5-16d at joints r Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. Header to Header (Face-nailed) 16d 16d i 16°o.c. along edges ®ism M- 11,11 Joist to Sill, Top Plate or Girder (Toe-nailed) (Fig. 14) 4-8d 4-10d per joist j y Blocking to Joist(Toe-nailed) 2-8d 2-10d each end .. Blocking to Sill or Top Plate (Toe-nailed) i 3-16d 4-16d each block ' Z Ledger Strip to Beam or Girder (Face-nailed) 3-16d I 4-16d each joist y Joist on Ledger to Beam (Toe-nailed) 3- 8d 3-10d per joist Band Joist to Joist (End-nailed) (Fig. 14) 3-16d 4-16d per joist Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-16d 3-16d per foot Rao#5�eathtn , : Wood Structural Panels l ' rafters or trusses spaced up to 16" o.c. 8d ! 10d 6" edge!6"field rafters or trusses spaced over 16" o.c. 8d I 10d 4" 4"edge/ I field , gable endwall rake or rake truss w/o gable overhang 8d i 10d 6" edge/6"field gable endwall rake or rake truss w/structural i 8d 10d 6" edge/6"field outlookers gable endwall rake or rake truss w/lookout blocks I 8d I 10d 4" edge/4"field I Ceiling Sheathing _l � _JI Gypsum Wallboard 5d coolers - I 7°edge/ 10"field ^ y7.rnT+4Gt. a4y�3 a S,Z. "S^�'•tN:.aY _;.5 Wood Structural Panels studs spaced up to 241 o.c. 8d 10d 6" edge/ 12"field 1/2"and 25/32" Fiberboard Panels 8d1 — 3" edge/6"field 1/2"Gypsum Wallboard 5d coolers — 7" edge/ 10"field Faor S�eathtrig Wood Structural Panels V or less 8d 10d 6" edge/ 12"field I greaser than i' I 10d 16d ! 6" edge/6" field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. f'dails. Unless otherwise stated, sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be substituted unless otherwise prohibited. AMERICAN FOREST & PAPER ASSOCIATION i .I Ii � r k: 'u� J 7:a,l �' S"{'L.. tYl ;Y" CC.`�tiF.: • • o This product k prelerablo to similar conneofors because or 9)easier Insfal/aUon,b)higher loads,c)lower Installed cost, usor a comblasuen of these Natures. �W- i M 64• The HDU series of holdowns combine the advantages of o Post size by It low deflection and high capacity from the pre-deflected geometry with Designer i y the ease of installation of Simpson's patented SDS screws. HDU SPECIAL FEATURES: rj •Pre-deflected body virtually eliminates deflection due c, „. to material stretch. o •Uses SDS screws which Install easily,reduce fastener slip, pilot Holes for i. y, P, Pressure-treated o and provide a greater net section area of the post Ma nufactunng compared to bolts. purposes aired F •SDS'/4)c2lh*screws are supplied with'the holdowns. no,required) (Lag screws will not achieve the same load.)This ensures the proper fasteners are used and is convenient for the installer. 5 ' •No stud bolts to countersink at openings. 'r MATERIAL:See table FINISH:Galvanized INSTALLATION: •Use all specified fasteners.See General Notes. ' {I`I •Place the HDU over the anchor bolt. •No additional washer required. �i •To be multiple 2x members together,the Designer must determine the fasteners required to join the members to act as one unit HDU Vertical HDU Installation S) without splitting the wood.See page 20 for SOS values. •See SB and SSTB Anchor Bolts on pages 25-27 for anchorage options. — — For holdowns,per ASTM test standards,anchor bolt nut should be 4 •SDS screws install best with a low speed high torque drill finger-tight plus%to%turn with a hand wrench,with consideration {j with a 'hex head driver. given to possible future wood shrinkage.Care should be taken to not •Refer to technical bulletin T ANCHORSPEC for post-installed over-torque the nut.Impact wrenches should not be used. anchorage solutions(seepage 187 for details). — CODES:See page 12 for Code Reference Key Chart. , j Dimensions Fasteners Minimum AllowabieTenslonloads(Ibs.) Model... (in. Fasteners (798/16D)' Code , No.. Be Anchor Member Deflection at Ref. W N B I SO Bolt Ola. SOS Thickness' DF/SP SPF/HF Allowable Load•" (in.) Screws (in.) HDU2-SDS2.5 14 3 8'Yis 3% 1 Y4 13A % 6-SDS 1/i x21h' 3 3075 2215 0.088 ! HDU4-SD92,5 14 3 1016As 3% 11/4 19/e % 10-SDS'/i x2lh' 3 4565 3285 0,114 HDU5-SDS2.5 14 3 133/16 3% 1 Y4 1% Sib 14-SDS 1/a x21h' 3 5645 4065 0.115 3 5986 430.5 0.084, HDU8-SDS2.5 10 3 16% 31h 11/4 11/z % 20-SDS Wx21h' 57,111, j 434 7470 5665 OA13 146 HDU11-SDS2.5 10 3 221/4 336 1Y4 1Yz 1 30-SDSY4'x21h' 536 9535 6865 0.137 7Y4 11175 8045 0.137 73!. ,1439Q9 10360 0.777 HDU14 SDS2.5 7 3 251346 31z 1%r, 19Ar, 1 36-SDS1/4'x21�' 5Y18 1432584 10745 0.177.. 1.Allowable loads have been Increased for earthquake or wind load durations with longer than 5'shall be added to holdown deflection. no further Increase allowed;reduce where other load durations govern. 7.Tabulated loads may be doubled when the HDU is installed on opposite sides 2.The Designer must specify anchor bolt type,length and embedment. of the wood member provided either the post is large enough to prevent See SB and SSTB Anchor Bolts(page 25-27)• opposing holdown screw interference or the holdown are offset to eliminate 3.Structural composite lumber columns have sides that show either the wide face or the edges screw Interferences. of the lumber strandsiveneers.Values in the tables reflect installation Into the wide face. 8.Noted HDU74 allowable loads are based on a 51h•wide post(6x6 min.). 4.Post design by Specifier.Allowable load values are based on a minimum wood member All other loads are based on 31h•wide post minimum. thickness In the direction of the fastener penetration.Posts may consist of multiple 2x 9.Requires heavy hex anchor nut to achieve tabulated loads. members provided they are designed to act as one unit Independently of the holdown 10.Allowable loads are based on criteria in IMES AC155.Therefore,they fasteners.Holdowns shall be Installed centered along the width of the attached post. are the lower of the strength determined from the test value on a wood jig 5.Tension values are valid for holdown flush and raised off of sill plate. divided by 3.0,the load at the AC155 deflection limit,and the fastener 6.Deflection at Highest Allowable Tension Load Includes fastener'slip,holdown calculation based on the 2005 NDS. elongation,and anchor bolt elongation(L=5').Additional elongation of anchor bons The RP6 retrofit plate fits on the outside of masonry buildings,and helps ile the walls.to the roof or floor structure 19/6• MT . with a S/;diameter rod. A FINISH:Simpson gray paint.Optional hot-dip galvanized finish; 6' see Corrosion Information,page 1.0-11,and specify HDG. MATERIAL:Sib'Steel Available with additional corrosion protection, c Typical RP6 Check with Simpson. 5a7i• �'1 Installation INSTALLATION:Use a 3'4'diameter rod. 36 RP6 0. These products are available with addlllonal corrosion protection.AddNonal products OR this page may also be available with this option,check with Simpson for details. ' Fasteners DF/SP SPF/HF Uplift Load .. Model Allowable Loads Up11H load Allowable Leads with Ga with 8dxl% Code No. To TO To Uplift )8teral $dx1Ys Nails Uplift Lateral Nails Ref. Rafters/ Plates Studs (83MBD) (133&160) (183/160) {133& Truss (133) (in) F1 F2 140) H1 18 6-8dx114 4 8d - 490 585 485 165 455 . 400 400 415 140 370 0,82,121,140 I E H2 f8 5 Sd - 5 8d 335 `365 -- 335, 230 230 - - 230 2,4 '36 I& H2A 18 5-8dx1 2-8dx% 5-8dx116 676 515 130 55 495 495 130 55 160 i E H2.5 18 5-8d 5-8d - 415 415 150 150 415 365 365 130 130 365 2,6,40,82,121,140 H2.5A 18 5-8d 5-8d - 600 600 110 110 480 520 535 110 110 480 40,122 H2.5T 18 5-8d 5-8d - 545 545 . 135 145 425 545 545 135 145 425 146 Y C 143 18 478d 4-8d - dA 455 125 160 415 320 320 165 . 140 290 2,40,82,121,140 S. H4 20 .4 8d 4-8d 360 360 165 160. 360 235 236 140 135 2.35 2,40,121,140 H5 18 4-8d 4-8d - 455 465 .115 200 455 265 265 100 170 265 2,40,82,121,140 H6 16 - 8-8d 8-8d 915 950 - - - 785 820 1 - - 5,41, H7z 16. 4-8d 2-8d 8-8d 930 � 985. 400 ...- 800 845 395 - 121,140 H8 18 .5-10dx11i 5-10dx116 620 745 75_ 530 .565 75 E H10 18 8-8dx136 8-8dx1h - 905 990 585 525 - 780 850 1 505 450 - 9,121,140 19 H10A 18 9-10dx% 9-10dx% - 11406 11406 590 285 - 1015 1 1015 505 285 - 160 H10S6.6 18 8-8dx1% 8-8dx1W 8-8d 1.010 1010 545 215 550 870 . 870 470 185 475. 149It ' .H10-2 18 6-10d 6-1.0d - 760 760 455 395 - 655 655, 390 340 6,121,140 E H11Z 18 6-16tlz234. 6-16dx2h - 1330 W. 525 . 760 . : - 715 715 450 655 - 170 1�12-Bdx1% 13-8d - 13506 .13506 515 265 1050 1050 480 245 H14 18 a 12-8dx1% 15-8d - 13506 13506 515 265 1050 1050 400 245 125 I.Loads have been Increased 33°/6 and 60°k for earthquake or wind loading 5.Hurricane Ties are shown Installed on the outside of the wall for clarity.installation on the with no further increase allowed;reduce where other loads govem. inside of the wall is acceptable(see Instructions to the Installer notes on page 14).For uplift 2.Allowable loads are for one anchor.A minimum rafter thickness of Continuous Load Path,connections in the same area(le.truss to plate connector and plate to 21N must be used when framing anchors are installed on each side stud connector)must be on same side of the wall of the joist and on the same side of the plate(exception:connectors 6.Southern Pine allowable uplift loads for H10A=1340 lbs.and for H14-1465 lbs. installed such that nalls on opposite sides don?lndeNere). 7.Refer to technical bulletin T HiIEBEARING for Ht,H10.H10S,H10-2,H11Z,H14 allowable I,3.Allowable DF/SP uplift load for stud to bottom plate installation is bearing enhancement loads(see page 187 for details). 400 lbs.(112.5);390 lbs.(H2 5A);360 lbs.(H4)and 310 lbs.(1-18). 8.H10S can have the stud offset a maximum of T from rafter(centerto center for a For SPF/HF values multiply these values b 0.86. ) P Y Y reduced uplift of 890 lbs.(DF/SP),and 765 lbs.(SPF). 4.Allowable toads in the Ft direction are not intended to replace 9.H10S nails to plates are optional for uplift but required for lateral loads. diaphragm boundary members or prevent cross grain bending of 10.NAILS:16dx2%=0.162'dia.x2'le long;I Od-0.148'.dia.x 3'long,10dxl1k=0.148'die.x I IN long, the truss or rafter members.Additional shear transfer elements shall be 8d=0.131'dia.x 21N long,8dx11h=0.131'dia.x 1IN long.See page 16-17 for other nail sizes considered where there may be effects of cross grain trending or tension. and information. . H2.5 Installation,F` H2 5A Int�ation ~ I' H1 Installation H2A InstallationHUT Installation W similar) (Nails into both fop plates) (Nails Into both top plates) (Nails into both top plates) { a a .,^ Use a minimum H4 • of two 8d nails A : this side of UK= t Waif four 8d installation , nalis Into H3 Installation (1-12.5 similar) truss) F► - (Nails Into upper top plate) (see footnote 3) F-M a a_ O H2.5T Installation 1Wu8d nails � ed ,Tinto studs Q i H6 Stud H4 Installation H5 Installation o r; to Top Plate ® H6 Stud to Band 'M'H7Z Installation ` 56 (Nails into upper top plate) (Nails Into both top plates) " Installation Joist Installation AnchoringAdhesille Epoxy-Tie SET epoxy is a two-component,low odor,1:1 ratio,100%. solids epoxy-based adhesive for use as a high strength,non-shrink anchor grouting material.Resin and hardener are dispensed and mixed !' _ < �.^ i= e simultaneously through the'mixing nozzle.SET meets or exceeds the ASTM C-881 specification for Type I,11,IV and V,Grade 3,Class B and C. ( a SET22 EMN22i ® •Threaded rod anchoring •Rebar dowelling �+ •Bonding hardened concrete to hardened concrete •Pick proof sealant around doors,windows and fixtures - h •Paste-over for crack injection i ICC-ES ESR-1772;City of L.A.RR25279;Florida FL 5550.3; Caltrans approved;multiple DOT listings;NSF/ANSI Standard 61(193 in2/1000 i µ EDT22B gal),except SETI.7KTA.SET PAC-EZ'"covered by ICC-ES,City of LA.and NSF/ANSI listings only. The Load Tables list values based upon results from the most recent testing and may not reflect those in current code reports.Where code jurisdictions apply,consult the current reports for applicable load values: + Surfaces to receive epoxy must be clean.For installations in or through standing water,see page 15 for details.The base material temperature must be 401 or above at the time of installation.For best results,material should be 700-800F at the time of application:.Cartridges should not be immersed in water to facilitate warming.To warm cold material,the cartridges should.be stored in a warm,uniformly heated area or storage container for a sufficient time to allow epoxy to warm completely. , Mixed material in nozzle can harden in 5-7 minutes at a temperature of _ 4 40•F or above. im i t See page 22. �. 1INVAIM �. + See pages 31-32. *r. ': SETI.7KTA 24 months from date of manufacture in unopened side-by-side SET56 cartridge.SET-PAC-EZ cartridge-18 months from date of manufacture,unopened. : SET PAC-EZ +'' For best results store between 45•F-90°F. U.S.Patent To store partially used cartridges,leave hardened nozzle in place.To re-use, ' 6,634,524 :• � attach new nozzle. r' Resin—white;Hardener—black. , When properly mixed SET adhesive will be a uniform light gray color. SET Cartridge Systems "� r 9911443113" Uncured Material—Wipe up with cotton cloths.If desired scrub �ao t area with abrasive,waterbased cleaner and flush with water.If approved, Y °" < , Model oi5noe$ Ca1t age: Baridn, i Yll.ng solvents such as ketones(MEK,acetone,etc.),lacquer thinner or adhesive remover can be used.DO NOT USE SOLVENTS TO CLEAN ADHESIVE FROM =N° PB ;9wl�ydu � 2> SKIN.Take appropriate precautions when handling flammable solvents.Sol- Adaptor Included vents may damage surfaces to which they are applied.Cured Material-Chip 1,7 EMN1.7 or grind off surface. SETI.7KTA (3.1) side-by-side 12 for Standard-Caulking Tool (2 included) Anchors installed with Epoxy-Tie(SET)adhesive have z or 1011: been tested in accordance with ICC ES's Acceptance Criteria for AdhesivepAC 8 5 srhple ii IG( f� dtfn�lnded Anchors in Concrete and Masonry Elements(AC58)for the following: •Seismic Ind Loading P2 EDT22B,EDT22AP •Long Term Creep at Elevated Temperature SET22 side by-side 10 EMN22i o •Static Loading at Elevated Temperature (39.7) r EDT22CKT2i:or' •Damp and Water-Filled Holes66 ids E1side 6 vD56AP •Freeze Thaw Conditions P D1 .� ,• .... �. ; •Critical and Minimum Edge Distance and Spacing 1.Bulk containers also available,call Simpson for details: In addition,anchors installed with Epoxy-Tie(SET)adhesive have been * " 2.Cartridge Estimation Guides are available on pages 62-64. tested in accordance with ICC-ES's Acceptance Criteria for Unreinforced' 3.Detailed information on dispensing tools,mixing nozzles and other adhesive Masonry Anchors(AC60). accessories is available on pages 84-89. 4.Use only appropriate Simpson mixing nozzle in.accordance with Simpson Strong- Tie instructions.Modification or improper use of mixing nozzle may impair epoxy Consistency ASTM C 881 Non-Sag/Thixotropic Paste : performance. Heat Deflection ASTM D 648 1361(58•C) - ---- ----- ------- Bond Strength(moist cure) ASTM C 882 3,218 psi(2 days), Anchoring Adhesive shall be a two- 3,366 psi(14 days) component 100%solids epoxy based system supplied in manufacturer's Water Absorption ASTM D 570 0.110%(24 hours) standard cartridge and dispensed through a static-mixing nozzle supplied Compressive Yield Strength ASTM D 695 5,065 psi(24 hours) by the manufacturer.Epoxy shall meet the minimum requirements of 7 days) j. ASTM C-881 specification for Type I;II,IV,and V,Grade 3,Class B and C 12,650 psi P ( Y ' Compressive Modulus ASTM D 695 439,000 psi(7 days)' I and must develop a minimum 12,650 psi compressive yield strength after Gel Time(757) ASTM C 881 30 min. 60 gram mass 7 day cure.Epoxy must have a heat deflection temperature of a minimum 60 min-Thin film 136 F(58 C).Adhesive shall be Epoxy-Tire SET adhesive from Simp- son Strong-Tie,Pleasanton,CA.Anchors shall be installed per Simpson Very good to excellent against distilled water, Strong-Tie's instructions for Epoxy Tie SET. b inorganic acids and alkalis.Fair to good against organic acids and alkalis, and many organic solvents.Poor against Ketones.For more detailed i' Seepages 84-89 for information on dispensing tools, information visit our website or contact Simpson and request Technical I mixing nozzles and other accessories. Bulletin T SAS-CHEMRESO6. 39 �._T, 1 k� Sri h .c:e���•;.�.�Ih,i.'1_.�'76 �; t s.Jr..C.'�s Fes' �Fti'' .e.,,�''--�1�4if �• {/d � ..e r / 6 The LCE41 universal design provides high capacity while eliminating the need for rights and L-.i lefts.For use with 4x or 6x lumber.LPCZ�idjustabte design allows greater connection versatility. MATERIAL.LCE4-20 gauge;AC,ACE LPC4Z-18 gauge;LPC6Z-16 gauge A 9 A 9 A A . ._ LPCZ ti FINISH:Galvanized.Some products available in ZMAXO coating and stainless steel; s>Y , see Corrosion Information,page 10-11. F i INSTALLATION:•Use all specified fasteners.See General Notes. •Install all models in pairs.LPCZ-21N beams may be used ii 10dx1W nails are substituted for 10d commons. CODES:See page 12 for Code Reference Key Chart. ��W c i. 7hase products are available with add0nal corrosion protection.Additional products on tvr this page may also be available with this option,check with Simpson Strong-Tie for details. u SmYD Total No, Allowable Loads ,. Typical LCE4 Installation MNedel Dimensions Fasteners (160)' Code '. ° (For 4x or 6x lumber) W L Baam Post. Uplift Lateral. AC4 Min 39/16 6% 12-16d .8-16d 1430 715 y W AC4 Max 39fi6 61h 1416d . 1416d 2500 1070 112,L20,F11 2 , 4 AC' e0 44R Min 4. 7 1216d "6d .1430 715 .: AC4 R Max 4 7 1416d ,1416d... 500 1070 112,Fii W ns• d¢ R W ACE4 Min - 4% 8-16d 6-16d 1070 715- r �e ACE4 Max - 4% 1016d 10-16d 1785 1070 112,L3,F11 E. LCE4 - 5-fs 14-16d 10-16d 19051 1425 IP1,160 E AC6.M.1n 51h 83z 12-16d 9846d 1430 . 715 112,L3,F11 E AG.6:Maz 51Fz .BYz 14.i6d 1416d500 1070 k. AC6R Min 6 9 12-16d 8-16d 1430 715 Typical LCE4 AC6R Max 6 9 1416d 14-16d 2500 1676 112,F11 Rigid ' Typical ACE Corner Installation (j ACE6;Mm 6'h 816d 6=16d tO70 715 .` Installation (See note 7) (� AGEfi relax 6% 1016d ::1.:16d 17tt5. ;:1070 _ 112,L3,F11 S .LPC4Z. 39/16 336 8-10d 8-10d 760. 325 112,F11 7.LCE4 uplift load for mitered comer conditions is LPC6Z 59% 51fi 8-10d 8-10d 915 1 490 112,1`11 985 lbs.(DF/SP)or 845 lbs.(SPF). ` 1.Allowable loads have been increased for wind or 4.MIN nailing quantity and load_values-fill all round holes; 8.Swctu composite lumber columns have sides that show 9 either thhee wide face or the edges of the lumber strands/ earthquake load durations with no further increase MAX nailing quantities and load values-fill round and triangle holes. veneers.Values in the tables reflect Installation Into the allowed;reduce where other load durations govem. 5.Uplift loads do not apply to splice conditions. wide face.See technical bulletin T SCLCOLUMN for values 2.Loads apply only when used in pairs. 6.Spliced conditions must be detailed by the Designer to on the narrow face(edge)(seepage 191 for details). 3.LFCZ lateral load is In the direction parallel transfer tension loads between spliced members by means 9.KAILS:16d=0.162'dia.x 31h'long,10d=CAW dia.x 3' to the beaia. other than the post cap. long.See page 16-17 for other nail sizes and Information. 5. 3ti PC and EPC caps provide a custom connection for post-beam Pilot holes for combinations at medium design loads. manuhduring�urposes �te� MATERIAL:PC-12 gauge;PC-16-16 gauge (Do not��p,lI bons) FINISH:Galvanized.Some products available in ZMAX coating; see Corrosion Information,page 10-11. g14' • , INSTALLATION:•Use all specified fasteners;see General Notes. , •Do not install bolts Into pilot holes. OPTIONS:•For end conditions,specify EPC post caps,providing '. Typical PC dimensions are in accordance with table;see illustration. ` r Post Range Post Cap 6 n9 Installation . •Some PC and EPC models are available in rough sizes. �:�•• a tteam � � •For heavy duty applications,see CC and CCU series. Flange ,- L,�`I 4 l Y CODES:See page 12 for Code Reference Key Chart. These products are available with additonal corrosion protection.Additional products on PC ro this page may also be available with this option,check with Simpson Strong-Tre for details. Dimensions Fasteners Each Side Allowable Loads Post Typical EPC 3 Min. Sar-to Uplift PCIEPC Lateral= Ran End Post Ca Model Code Range P Post Beam Beare No. She Wt W2 la L2 La Post PC EPC Oaf. Installation Range Flange Flange _ (160) PC EPC , PC44-16 44 39Ae I 3956 2% 11 7956 4-16d 6-16d 4-16d 1000 925 11000 1.Allowable loads have been increased for wind or PC44 44 39/16 39Ar. 2% 11 7% 4-16d 6-16d 416d 1700 925 1070 1earthquake load durations with no further Increase PC4616 4x6 3eYie 514 24L 13 9Y. 4=16it 6-16d 4-16d. 1000. 925 1000 allowed;reduce where other load durations govern. PC46 4x6 $9r46 514 24fe 13. 9Y. 416d 6d6tl :4-16d 1700 925 1070 2.Lateral loads are in the direction parallel to the beam. �$ PC48-16 48 3%6 71h 2% 15 1%1 4-16d 846d 6-16d 1000 1475 1285 3.Allowable loads are for nails only. PC48 4x8 39fie 715 2% 15 11Y. 416d 8-16d 6-16d 1700 2075 1610 4.Uplift loads do not apply to splice conditions. r 1 PG64-16 4x6 514 .39fib 4346 11. 73e 416d 616d 4-16d 1.00p 925 1000 112, 5.Spliced conditions must be detailed by the Designer G. PC64 .4x6 51h 0/16.49/16 11 T� 41 d 6-16t1 4=1bd 1700 925 1,070 L20, b transfer tension loads between spliced members by means other than the post cap.. PC66-16 6x6 51'e 51h 4%6 13 9Y+ 4-16d 646d 6-166 1000 925 1285 F11 6.Structural composite lumber columns have sides that show c` PC66 6x6 %k 51h 41%, 13 9Y+ 4-16d 6-16d 6-i6d 1700 925 1610 either the wide face or the edges of the lumber strands/ ` PC6i3 6x8 5'h Z'r� 49/;6 15. 11Y+ 416tl 8-16d 6-i6tl. veneers.Values In the tables reflect installation into the wide l v 1700 .2075 1610 PCR4 4xR 71h 39/16 69/16 F11 5i 416d 646d 6-16d 1700 925 1610 race•See technical bulletin T-SCLCOLUMN for values on • the narrow face(edge)(seepage 191 for details). It -ia k45 ' 1 The BCS allows for the connection of 2-2x's to a 4x post or.3-2x's to a 6x B I i post.Double shear nailing between beam and post gives added strength!The Lateral BC series offers dual purpose post cap/base for light cap or base connections. ° , MATERIAL:18 gauge o FINISH:Galvanized.Some products available in ZMAX0 finish; e e Pilot tides}0f o manuFeduring see.Corrosion Information,page 10-11. purposes INSTALLATION: ° (Do not Install bob) ^ ' •Use all specified fasteners.See General Notes. (ryp) 4-1 9 a •Do not install bolls into pilot holes. y n j;I •BCS:install dome nails on beam;drive nails at an angle through the beam Into the post below to achieve the table loads Ir •BC:Install with 16d commons or 16dx2%joist hanger nails. �I •Post bases do not provide adequate resistance to prevent members BCS2-2/4 from rotating about the base and therefore are not recommended for U.S.Patent " Post Typical BCS non top-supported installations(such as fences or unbraced carports). 5,603,58o BottomFlanges Installation ad CODES:See page 12 for Code Reference Key Chart. II �: These products are available with additional corrosion protec►ion.Additional products BC60 Half Base on this y p (other similar) page ma also be available with this o tion,check with Simpson for details. Dimensions Fasteners(Each Side Allowable Loads Hq' Plot holes for Model ) (133 A 160)' Code r �m�anufacturing No. TPDSeS Beam Post Base Ref. �.:Q •. jDo not Install i• Wt Wy L� Lp Ht HZ Flange Ftenge Bottom Uplift Lateral Nf e;. �)(rim-) f CAPS ° BC4 3°fie 3'fs 2?/e 2rig 3 3 3=16d 3-16d - 1 980 1 1000. 3948 51h. 4N. .No 1 A 1 2'z.1 6-1611 1 3-16d II 980. I innin 4 4 4 4 1 3 3 616d. 6-i6d - 980 1000 4,37, ' :" BC4 Cap/ BC6 51'z 516 4% 4% 3% 3-Ae 6-i6d 6-1rw - 1050 2000 87,121 Base BC6R B. 6 6 ¢ 3 3 6-16d 6-16d - 1050 2000 Post e I9+ BC8 7% 716. 7h I 7h 1 4 1 4 6-16d 6-16d - 1800 2000 Ranges I E- -06-S2 2/4. 3% 3es_ 2'ii;...2',fr 2'34e.2'B%. 4-10d 3:10d - 780 1025. 33,122 �r BCS2 3/6`. 4/o S:fie 4%. 2 A 3slie 2 szi I a 16d. 3=16d - 800.. 1495 BASES •., E BC40 3°iSe - 3% 2Ya - - 3-16d 416d 510 735- 0 Pool holes for . m nufactuaing BC4 0R 4 - 4 - S - - 3-16d 416d 51.0. 735. onothstan �1� 8C4fi0 5%' 39/e 3. .. - 3-16d 4-16d '450 735 )Rm) OC60 byz - 5% 3 - 3-16d 4-16d 450 735 170 8C60R 3 3-16tl 4-16d 450 735 ® C8 Cap/ ' BC80 71h 4 - :3-16d 4-16d 450 735 ' ' Base B 3-16d I AN 450 935 1.Allowable loads have liven increased 33%and 60%for earthquake or wind loading with no 3.Base allowable loads assumes nails have full penetration Into further Increase allowed;redude where other loads govem. suppporting member.Loads do not apply to end rain post Installations. 2.Structural eornposlte lumber columns have sides that show either the wide face or the edges 4.NAlLS:16d=0.162'dia.x 3'h•long,l0d=0.148 dia.x X long. of the lumber stran&Weers.Values In the tables reflect Installation into the wide face. See page 1617 for other nail sties and infornation. ColumnLCC Lally I : i q Lally column paps provide adequate bearing length for larger girder reactions. j MATERIAL:12 gauge FINISH:Simpson gray paint �yv i1>h•`7 I. INSTALLATION:•Use all specified fasteners.See General Notes. l' •Fit the tally column cap over the tally column and attach to the girder. I CODES:See page 12 for Code Reference Key Chart. f 4- Model Lally Allowable Loads No. W Girder Nalls Column Download F� Code �t 1 Outside Dia. DF/$P/SPF LVL/PSL (183) (.160) Ref. i. LCC4.5-3.5 4% Tri Ie 2x10/12 8-16d 1 3% 15820 - 1345 1615 LCC5.25-3.5 LCC4.5-4 4% Tri le 2x16/12 8-16d 4 20670 - 1345 1615 LCC6 3.5 6% Uuad 2x10/12 8-16d 3'fi 15820 - 1346 1.615. LCC6-.4 6% Ouad 2x10%12 8-16d 4 20670 - 1345 1 1615 LCC3.5-3.5 3% 3.5 LVUPSL 8-16d 3% - 15820 1345 1 1615 I LCC3.5-4 3% 3.5 LVUPSL 8-16d 4 - 20670- 1345 1615 170 LCC5.25-3.or; 5�e 5.25 LVURSLI 816d 3'k - 15820 1345 1615_ LCC5.25 4 5% 5.25 LVL/PSL 8-16d 4 LCC7-3.5 7Se 7 LVL/PSL 8-16d 1 31 - 15820 1345 1615 LCC7-4 716 7LVL/PSC 8-i6tl 4 - 20670 1345 1615 1.Loads may not be increased for short-term loading.' means other than the(ally column.The splice condition 2.Allowable loads are determined using the lowest of the• load Is 6750 Ibs per beam side and the tally cap must be Refer to bearing loads using Fc equal to 425 psi for SPF,625 psi evenly loaded. Note 5 for DF and 700 3.Loads are for ofor continuous beams 8'�Ily column rapacity. 5-To column with ve anre'A'filloads, let wed around hpe muste be fe pipe. the Typical LCC5.25-3.5 Installation 4.Spliced conditions must be detailed by the Designer to 6.NAILS:16d=0.162•dia.x 31V long. connecting a 3 ply LVL and 52 transfer tension loads between spliced members by See page 16-17 for other nail sizes and Information. a 3'/z"diameter steel column 'apse�r SBS 53 d3i a. F'�..StN • • column I AD MATERIAL:See table I%e for WBotts IV for 3/4'Bolts i; FINISH:LCB,CB44,CB46,CB66—galvanized; all other CB—Simpson Strong-Tie®gray paint or HDG INSTALLATION:•Use all specified fasteners.See General Notes. Qp •For full loads,minimum side cover required is 3° .� 3'for CB,2'for LCB. •Install all models with bottom of base plate flush with concrete. •Post bases do not provide adequate resistance to ° 5�/+' Prevent members from rotating about the base and therefore are not recommended for non top-supported installations(such as fences or unbraced carports). p d OPTIONS: •LCB and CB are available in rough size.Other sizes available for CB specify W1 and W2 dimensions.Consult Simpson Strong-Tie for bolt sizes and allowable loads. W �, CODES:See page 12 for Code Reference Key Chart. x CB44 Configuration of all (C846,C866,C888 similar) other CO sizes These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. Material Dimensions Column Fasteners Allowable Uplift Loads Model Nominal Column Machine Code No: Strap Base W W D Nails Bolts Nails Bolts Ref. �e Size Go x Width (Go) 116 1 2 r 3 LCB44 4x4 12gax2 16 3e/,e 3% 61h 12-16d 2 'h 2705 4250 ` o '!. C844 4x4 7 ga x 2 7 39/,e 3e/e 8 — 2 % — 4200 - 3y` r. n LC846 4x6. 12 ga x 2 16 3B/ie 51rz 6'h 12-16d 2 +h 2705 4240 - C646 4x6 7 ga x 2 7 39/,e 51h 8 — 2 % — 4200 e p CB48 4x8 7 ga x 2 7 3e/e 7% 8 — 2 % — 4206 IL8 2'Min. 4, 2'Min. C85-4.5 GLULAM 7 ga x 3 7 4% 5% 8 — 2 % — 4200 Side o i Side C$5 6 GLULAM 9 ga x 3. 7 6 51i, 8 — 2 %, — A4200 Cover a P. Cover LCB66 6x6 12 ga x 2 16 5% 5M2 5'h 12-i6d 2 % 2705 CB64 6x4 7gax3 7 5Yz 38/,e 8 — 2 % — 1706CB66 6x6 7gax3 7 5+h 5'h 8 — 2 % — IL86 CB6-7 6x 7 ga x 3 7 51h 7 8 — 2 % — 4200 LCB C87%-4 PSL. 3 ga x 3 7 7%.. 3$z 8 — 2 6650 .CB*6 . PSL 3 ga x 3 7 7% 5% 8 — 2 3Y4 — 6650 1706 W CB7:%-7 PSL 3 ga x 3 . 7 7% 7. 8 — 2 3✓4 CB68 6x8 7 ga x 3 7 511 7'h 8 — 2 % — 4200 r CB7-6 GLULAM 3' x.3 7 6. W4 8 2 3!q — 6650 4 CB7-T5 GLULAM .S ga x 3 7 Th 6'/4 8 — 2 3Y4 — 6650 IL86 g9% C117-9 GLULAM 3gax3 7 914e 63/4 8 — 2 . 14 — 6650 dy° CB7-10.5 GLULAM 3 ga x 3 7 103/ie 63/4 8 — 2 3/4 - 6650 �s CB86 8x6 3 ga x 3 7 7'h 5'h 8 — 2 34 — 6650 1706 8 J 6888 8x8 3 ga x 3 7 716 7'h 8. — 2 3/4 — 6650 �x;l 3'Min. CB9-6 GLULAM 3 ga x 3 7 61 83/4 8. — 2 3/4 — 6650 Sider ° sileee ' CB9-7.5 GLULAM 3 ga x 3 7 7'h 1 83/4 8 - 2 3Y4 — 6650T Cover CB9-9 GLULAM 3 ga x 3 7 9 8% 8 — 2.. 3/4. — 6650 I1_86 w ° CB9-10.5 GLULAM 3 ga x 3 7 10+h 83/4 8. — 2 3/. — 665000 •.�O CB1010 10x10 3 ga x 3 3 9% 9'h 8 — 2 3/4 — 6650 CB1012 1ox12 3 ga x 3 3 91h im 8 2 3/4 — 6650 CB9 CB1212 1202 1 3 ga x 3 3 • 11+16 11'h 8 — 2 3/. — 6650 (05,CB7 similar) for Glulam Column 1.Uplift loads have been Increased.60%for wind or earthquake loading with no further increase allowed;reduce where other loads govern. 2.PSL is parallel strand lumber. 3.LC8 products may be installed with either bolts 0 nails(not both)to achieve table loads. 4.Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. Values in the tables reflect installation into the wide face.See technical bulletin T-SCLCOLUMN for values on the narrow face(edge)(see page 191 for details).LCB bases Installed with nails must be Installed into the wide face. 5.Designer is responsible for concrete design. 6.Testing to new ICC-ES acceptance criteria to be completed in 2009. / • • , tstrapTles CODES:See page 12 for Code Reference Key Chart.-- - — These products are available with additional corrosion protection.Additional products ' on this page may also be available with this option,check with Simpson for details.. 2:W End Distance Fasteners Allowable Allowable Model Ga Dimensions Tension Loads Tension Loads Code s.'—Beam and Strap No. (Total) Tension (SPF/HF) Rot W L Nails (133) (150) (133) (160) I , z.•- LSTA9 1'/e 9 8-10d 1 620 740 535 635 I LSTA12 1% 12 10-10d 775 925 665 795 LSTA15 1Y4 15 12-10d 930 1110 800 950 7,62,90, LSTA18 128 onp 1 1 1Y4 18 14-10d 1085 1235 930 1110 I LSTA21 20 11/4 21 16-10d 1235 1235 1065 1235 r LSTA24 k 1% 24 18-10d 1235 1235 1200 1235 ST292 2346 9%- 12-16d 1090 1265 940 1120 ST2122 2Y16 1213Ar, 16-16d 1470. 1530 1260 1505 ; ST2115 % 16%s 10-16d 660 660. 660 �0 3,39,88,104,128 T ion Typical LSTA Installation not shown) t ST2216 2%6 16356 20-16d 1850 1875 1590. 1880 Bend strap one time only LSTA30 1% 30 22-10d 1646 .1640 1500 1640 LSTA36 1% 36 24-10d 1640 .640 1640 .1640 7,62,90,128 LST149 33/a 49 32-1odx11h 2510 2975 2150 2555 r LST173 33/4 73 48-10dx136 3770 4205 3225 3830 9,128 MSTA9 18 1% 9 8-10d 635 750 545 645 MSTA12 1% 12 10-10d 795 940 680 810 i MSTA15 1% 15 12-10d 955 1130 820 970 f Model Material pim. Bolts Code Maim 1Y 18 14 tOd I 1115 I1315 955 1130 N0' Thickness Gauge I W L I Gty pia Ref. 7 62,90,128 .MSTA21 lY4 21 16-10d 1270 1505r16051900 PS2186 2 18 4 3/a MSTA24 1Y< 24 18-10d 1430 1640 PS4186 7 ga 4 18 4 �0 180 MSTA30 1Ya 30 2210d 1.805 2050 PS7206 63/a 20 8 Yz l �• MSTA36 1% 36 26-10d 2050 2050 ( 1.See page 177 for loads associated with 40 MSTA49 1Y4 49 26 10d 2020 2020 170 PS straps. ST6215 2Y16 16% 20-16d 1860 2095 ST6224 2% 23356 28-16d 2540 2540 2285 �--=—.� 2540 3,39,98,104,128 i 14 ST9 16 1% 9 8-i6d 745 885 640 760 O O O O ST12 1% 11 10-16d 930 1105 1 800 950 W ST18 I% 173Y, 14-16d 1300 1420 1125 1330 3,39,88,128 O O Q ST22 1Y4 216/e 18-16d 1420 1420 1420 MSTC28 3 281/4 $61.6d sinkers 2950 3455 2530 2980 I PS21a and PS4te 21h• rY4 MSTC40 3 401% 52-16d sinkers 4265 4745 3655 4305 PS Ps720 3+/.' 1/h• MSTC52 3 52% 62-16d sinkers 4745 4745 4360 4745 9,23,128 y MSTC66 3 653/4 76-16d sinkers 5860 1 5860 5585 5860 MSTC78 1.4 3 77% 76-16d sinkers 5860 5866. 5585 5860 H ST6236 21/6 331356 40-16d 3645 3845 3465 3845 3,39,88,104,128 HRS6 1% 6 6-10d 525 605 .. 455 525 ® � mm` to � m1r N HRS8 10-10d 875 1 1010 760 880 128 r HRS12 13i6 12 14-1Od 1225 1415 1060 1230 MST126 21ti6 26 26-10dx% 2380 2745 L 1990 2325 MST136 12 21/16 36 36-10dx1li 3295 3800 2755 3220 0' MST148 L"F, 48 48-tOdxllh 4390 5065 3670 4290 3,39,88,128 0 MST160 2Mr 60 60-10dx136. 5080 5080 4590 5080 MST172 21ti6 72 64-10dx1136 5080 5080 5080 1 5080 3,39,121,128 1.Loads include a 33%or 606/6 load duration increase on the fasteners for earthquake or wind loading, i Typical P9720 Installation but DO NOT include a 33%stress increase on the steel capacity, i 2 10dx11h'nails may be substituted where 16d sinkers or 10d are specified at 100%of the table loads. 3.1Od commons may be substituted where 16d sinkers are specified at 100%of table loads. 4.i6d sinkers(0.148'dia.x 31/4'long)or 1Od commons may be substituted where 16d commons are specified at 0.85 of the table loads. j 5.Use half of the nails in each member being connected to achieve the listed loads. 6.PS strap design loads must be determined by the Designer for each installation.Bolts are installed both perpendicular and parallel-to-grain.Hole diameter in the part may be oversized to accommodate the HDG. .Designer must determine if the oversize creates an unacceptable installation. T.For Overlap splice details,refer to technical bulletin T-CMST(see page 187 for delails). I S.Straps with 10d(0.148 dia.x 3)nails specified may be substituted with 10dxl%(0.148 dia.x11h)with no reduction in load. 9.Tension loads apply for uplift when Installed vertically. i 10.Mt :1 6d=0.162"dia.x 31N long,16d Sinker=0.148"dla.x 31/4 long,1 Od 0.148'dia.x 3'long. ' •^' —no 19.17 fnr nfhor nail sizes and Infnrmatinn 4 en TOWN Of BARINSTABLE M.A.P. INSTALLED BUILDING PRODIVA P.O. BOX 1309 SAGAMORE BEACH, MA. 0256-2 ---. (508) 888-3599 g (508) 888-9609 Fax Date job completed: Address of foam- application: 11 ° Inches sprayed in: Ceiling walls�I'f ,5,;�1� Slopes Overhang Bsmt Ceil Stwl Blockers & Runners Cath Ceil Cath Walls" , Knee Walls A/H Nulls Crawl Ceil Installers Signature: L0/L0 39dd N0Ild-1nSNI dVW 609688880E LE:80 0Z0Z/9Z/Z0 �SIAOW � a H - y7ay 5 energy costs are fue!ing a demand among educated homebuyers for _ el gy-efficient,sustainable, comfortable houses.incentives from all levels of {.,;rnnient, as w II as local utilities, help raise awareness, desirability and . at _ - r;:Y ,�:dabilit;�of energy-efficient homes. Is it any wonder that developers,architects and contractors are actively seeking cost-effective, environmentally responsible ways to build homes with reduced energy demands? . Enter the i; ;dating air barrier concept from BASF Polyurethane Foam Enterprises LLC—a closed-cell, spray-applied polyurethane foam that surrounds the home's building envelope,or shell,in a single,blanket of air tight insulation from the foundations,up the walls and across the roof. Why an air barrier system? While many people believe that simply adding insulation is the best way to make a home more energy efficient,most traditional insulation products do nothing to stop uncontrolled air leakage.And uncontrolled _air leakage has been proven to be the biggest energy vampire in almost any home.The U.S.Department of Energy(DOE)reports that up to 40 percent of the energy cost of heating and cooling a building is wasted by uncontrolled air leakage.In cold weather,heated,moist air inside the home escapes through cracks, gaps and holes in the building envelope to join the colder,dryer outside air,causing your furnace to work harder to maintain indoor comfort In warm weather,hot,humid air enters the home through those same pathways,increasing the burden on the air conditioning system. Uncontrolled air leakage contributes to premature building deterioration,condensation,spalling,ice damming,poor indoor air quality(IAO)and mold growth.Most homeowners notice the problem through accompanying comfort issues such as chilly drafts,cold floors,or excessively dry or damp conditions. Building science experts agree that an effective air barrier system is the best way to substantially reduce both air leakage and the passage of moisture through the building envelope. 11W o .F t: The BASF Polyurethane Foam Enterprises systems can also contribute to obtaining energy-efficiency incentives under the Federal Energy Policy Act of 2005. Under the Act, builders of site-built or manufactured homes are eligible for a rebate of$2,000 for energy-efficiency measures that achieve 50 percent -- savings over the 2004 IECC Standard. f Existing homes can also benefit from using BASF Polyurethane Foam Enterprises insulating air barrier and air seal materials under the EnergyPolicy Act.Envelope cy improvements to existing homes that meet the 2003 IECC and supplements are eligible for a rebate equal to 10 percent of the cost of improvements,up to$500. The DOE offers financial assistance opportunities through the Office of Energy Efficiency and Renewable - Energy(EERE)and other incentives are available through over 60 ENERGY STAR®incentive programs.In addition,special mortgages for energy-efficient homes are offered by more than 40 different agencies across the United States. BASF Polyurethane Foam Enterprises LLC is associated with the ENERGY STAR Insulation.Program and an Ally in the ENERGY STAR Homes Builder Program.This program offers Energy Efficiency Mortgaging(EEM) that may help borrowers to quality for additional mortgage dollars. ,;. R-Value' ,v 6.00 3.0 3.5 3.0 3.5 c Approved Air YesYes leakage wool usIrf No No No Air leakage 0.005 uslm' Barrier System ®75 Pa at 1.5"thickness. 75 Pa at 5.5"thickness Seamless Construction Yes No No. No Yes Rigid Yes No No No No Fully Adhered Yes No No No . Yes Adds Structural Strength Yes No No No No , Long Service Life Yes. No No No Yes Absorbs Water <4%v/v Yes Yes Yes >40%v/v Allows Moisture Vapor In No Yes Yes Yes Yes What about durability? Because the BASF Polyurethane-Foam Enterprises air barrier materials are seamless and fully adhered,they actually add structural strength and will not settle or sag over time,unlike traditional insulation systems. - Testing conducted by the National Association of Home Builders(NAHB)Research Center shows 3 spray-applied polyurethane foam insulation between wood-and steel-stud wall panels increased rack and shear two to three times over standard stick-built components and glass fiber insulation when sprayed onto gypsum wallboard or vinyl siding,and increased racking strength by 50 percent when sprayed onto oriented strandboard(OSB). Results from testing conducted by the National Research Council(NRC)of the Canadian Construction Materials Centre(CCMC)show spray-applied polyurethane foam air barriers offering long-term durability greater than or equal to the building's expected life span.They also show that 16-inch centered studs incorporating closed-cell polyurethane foam may be moved out to 48 inches and still maintain racking and structural loads according to Code. .....w ,..0 i� v.a.iwa�:au.pi.n uyYvay uu"uauaa, avuw wv.aiuvaysw avi uay .uo.0 uvu uv u uuu.,, uuY.i vv vv vr.vuoa—Ya..vvi•u uau�.n.Yi y�: va.uu vu av--a ac.owuva. au.uau u.va. BASF Global E-Commerce I Innovations Investor Relations Sustainability Contact 1 » search a ' About us Businesses&Products News&Media Relations Careers ( Community Product Search Site Map BASF PFE Home ,. About BASF PFE ` Contact Find a Sales Representative Find a Contractor Information Request Frequently Asked Questions Subscribe to e-newsletters Project PriAlL.s BASF USA Home 9 } h Q R—Value ,IS Not the Only Measure Moisture in the attic and • � � ice-damming « Whole-wall system increases energy efficiency and comfort a We; Insulation. Air leakage control. Structural strength. Flood resistance. This isn't " your grandfather's insulation. Combining a superior insulation R-value with near-zero air permeability, {�CtICICS Applications g p P Y� closed-cell, spray-applied polyurethane foam increases energy efficiency and Products occupant comfort and improves Indoor air quality. When the weather outside is frightful, cold weather The United States Department of Energy (DOE) Find aAu polyurethane foamsustainability ' reports that up to 40% of the cost of heatingC0�aC#Or delightful! and cooling a home is lost to uncontrolled air Improve home energy Resources &Technical leakage. Closed-cell polyurethane foaInfo insulation has been tested and is certified to be efficiency from top to bottom __....__._ _.:......_. . . _ ,..W..,___.,.. : an air barrier at an application of 1-inch cock here to find a contractor In Training thickness. It is fully-adhered and does not your area - - allow air to flow around, behind or through the Equipment insulation system. ` The DOE has also shown that 15% of licSso u ce Dovailoa s mews& Events . .__._ ..._....._ ._ __, traditional insulation materials' effectiveness is .. lost due to convection loops through and Brochures Tools _ Engineered for • behind board and batt systems. Polyurethane technology eliminates this by - - Sustainability: Construction Applicators forming a fully adhered, seamless insulation and air barrier system. Solutions 1 of 2 1]/26/2009 ]-52.PM. ,,..,. .-5.,.., — I1­10.J U VVIIIIVILQIIU... iuip:iiwwwxast-pie.convinaex.pnp-!iocatron--KAF&section=insulation Increased structural integrity, reduced mold Equipment for Spray y A.Q p.lications .�� Spray-applied closed-cell polyurethane foam is the only insulation material ., proven to add structural integrity throughout the wall system, according to 4k�1,11=x , •< .= � :�R the National Association of Home Builders (NAHB) Research Center. Tests conducted there show spray foam insulation between wood- and steel-stud wall panels increased rack and shear strength two to three times compared with standard stick-built components with glass fiber insulation. In addition to rack and shear, closed-cell polyurethane foam is classified as an acceptable flood-resistant material by the Federal Emergency Management Agency (FEMA). Mold requires three things to grow: moisture, warm temperatures and a food source. Polyurethane foam insulation eliminates condensing'surfaces, reduces the potential to accumulate moisture, has no nutritional value and is not y f considered a food source for mold. COMFORT' FOAM® insulation and air barrier systems are accepted by all major building codes, including the International Code Council encompassing both commercial and residential applications. Accredited third-party testing of closed-cell SPF systems using. ASTM E283-(04) proves that the insulation systems are a Building Code-recognized air barrier material. Click here to see COMFORT FOAM® on Designing Spaces! Contact Us Site Terms of Use Privacy Policy Credits Product Contacts. Copyright © 2007 BASF Corporation 2 of l 1/26/?non 1:52 PM IN 9 r r a L £x i N @o Le \I I73 L . U _ Ff- r c Ilk ed Z 13• - 10 \ ?5 a MAY-11-2009 22:43 P.01i05 zz o i IAAJ iZ, i " i i 1 i i i i MAY-11-2009 22:43 P.02i05 TO: Jeffrey Lawon - Town of Barnstable Building inspector. FROM: Jim and Jan Davis DATE: May 1.2, 2009 SUBJECT: 434 Pine Street—Demolition Permit and Building Plans Hi Jeff—Thank you for outlining1the next steps for re-constructing our house at 434 Pine Street in Centerville. I've talked with Renee Myers, the Business Manager for Service Master and told her that it's critically important that June Smith(the original project manager) or someone else from Service Master to go immediately to the Barnstable Building Inspector's office and' pull a demolition permit. They initiated the interior Lear-down and it's their responsibility to get the permit, The current status is that Service Master has taken down all the walls and insulation down to the studs, and the floorink to the sub-Floor. No structural changes have been made. We fired Service Master on May 1. Multi-State Restoration was immediately hired to dry out the house with heaters and blowers. Mold remediation is likely to start within Lhe next week. I have attached copies of the Sery ce Master contract and the Multi-State Restoration contract, as discussed. The third attachment has the contact nu nber for Renee Meyers, Service Master's Business Manager, which is 781-575 -1505. I talked with her this morning; she said she had never Beard of having to pull a demo permit and was going to talk to the owner of the franchise. She said she would get back to me later today. i It will probably be a couple of weeks before we have finalized framing plans. My contact information is as follows: My Cell: 781-962-0742 My Wire's Cell : 781 —962-0741 My e-mail address:1ameshdavis2004�it)yahoo.com Thanks, Jim Davis MAY-11-2009 22:44 P.03i05 API- Iq Uy UJ.J/F .-VW A�gORI7�,ATION Fp F.�PAMS AND PAY NT y ` - i Owner L . propew Aess zip M i ; Clann�on� IFDUCY 6 fifer re�tt+od to as The Tn W PlO ,� .y an�lors inn Owner autb d=Sern Pa' tmdlor �d r n wd by to restore the above Us�ply � I p"IM 4nderAmds that the total cost of alca ing WNW ftpalrs shell be payWC UP(M anthorim and tW dot be Made to' °O�'�oa of b '9 a to the/ a is liable,far p�►MM of WW ale SrA for owner mdmoond�y and A charges not eaves�Owndea y- Ownir fa ,*=md=M&tW4UwT9CixY=VIM ere nlxessKy SWp t d=to PMVCI adafitmal damage to the building aaVoY ooneeet'and filet restm2fi.� a C��'e drY�LC*Fff �,wfom� enc ��scMccs in e Pie-loss ��►Mspoct to items that need to ba at a P TMIDW �odaed to mom tbow items. SMwtoel4Ra��w�11 !nation,g .yi aster is Y and Ow*F will be®ivcu an opP ty to an inventory of items zemofved tfAY acxg dw by nory oa mt mad °n before it=$art= dw Geer �t if any iav m£t scxvIM shell not be.p�ir i �y orb bew of AZT per amp- T �e O`er' aftiorr is fear. WOW OW and sevagay agree to]say all Costa of oogecaion�oltufia8 aligm far collect M6 lave,if s pop cc is i tD an 9 olbe[wise prQlnbited by sty of r�ld,OD cu;s j to be a mred Y all AI COWLdIat �er guy EMMMOY �Olr aefluelt�payment sball oeair l �,y Svc]wjsdictio�n. at any eeuovpa to the extent p by Isw. > _ . Time of Craw AffWW ]Onto Propem SMVi0ftMr=dr Repr+cSe�nlnfQ°e$ „rtwre 4 v t S V e S IA �4,.rrG�s `� eloe o1/`4 3 7 L d l L z So r7 77 J fit° w MAY-11-2009 22:44 P.04i05 MULTI-STATE RESTORATION, INC: FIRE ' FLOOD WIND ' SMOKE ' HURRICANE ' VANDALISM FED IDti 050515A89 CONTRACTORS REGI STATION p 140427 1 AUTHORIZATION TO PERFORM SERVICES AND DIRECTION OF PAYMENT I herein referred to as "Customer", authorizes MULTI-STATE RESTORATION, INC., herein referred to as "MULTI-STATE",to perform any and.,all necessary cleaning and construction services on Customers property -r A..: ,_LA; J'I/ll`\ Ir-i �� Tel: ;`:'"; 'y �I �E_�' •i j and with respect to items that need to be cleaned at a remote location,to remove and clean such items as necessary. Customer authorizes ���� `=``'- - G`'�� Insurance Company, herein referred to as "Insurance Company", to directly and solely pay MULTI-STATE. If for any reason the check should come to or be made payable to the Customer, Customer then agrees to pay MU,LTI-STATE immediately upon receipt of the check from the insurance company. In order to expedite payment to MULTI-STATE, Customer hereby appoints MULTI-STATE as attorney-in-fact, authorizing MULTI- STATE,to endorse Customers' same, and to deposit Insurance Company checks or drafts for MULTI-STATE services. Customer agrees to pay Customers' deductible in the amount of$ / r.�."� . I that applies to this claim. If the loss is not covered by insurance, Customer agrees to pay the total amount to MULTISTATE upon receipt of,the invoice. �•�r -:'� ? "" �•� Signature of Owner It is my understanding that the services to be performed by MULTI-STATE will be limited to those, which are autholllzed by my Insurance Company. Insurance Company Name ,. _ Y Policy Number Customer agrees that MULTI-STATE is working for'. or the Customer and not the Insurance Company or agent/adjuster. Additional remarks:- f'l/ I I J have read thir,document and completely understand and agree to same. Signature Date Printed Name P.O.BOX 2210 • MASHPEE,MA 02649 • 866-921-9111 • Fax 401-723-8294 i MAY-11-2009 22:44 P.05i05 AU MORMATION FOR REPAMS AND ]PAYN M j ProPaty Owner Propedy AddMss CAY Stagy ZAP Phow 00 (C)- hmmme Company Deductb1$S Adjuster Pl+o�e Policy# Claim# 11a _- ,herchuftr rcfesed to as ownwgngbod Serviiee]wlttober to ptocad with ewaency Vd/or restoration sm vRm required to restore the above listed"e rty and/or eorants fromi damage cwwd by on � i Owntr mWastands 69 the total cost of doming and/or repaw shall be payable upon compladm of wc*and heraly auIhw f M and matru &"dhvet p"memt be made to SesvieeMastet: O nw andustmWs that bdshe is liable for payment of my deductible and fbr may and all cha Ves not covered,by..Own�es n' WUVlu a company- Ownet facerUniderstmWS ser tha�.aoar�y vices aressaty stops rattan to praveoR additional dame to dw building and/or comments and that reamMon.services may mchx2e ewmiac drying repair,resaffMcft reftsbing=Nor rapes of bpaildW to Unals and cont lft S sgteos to pufo I im gemy a vices and dam seiviees in a cvaarlasau4ldoe using amble care to rce0ote the property sect as neasiy as poable to thW p[o-loss CMW&M With respect to hms that need to be restored at a remof location,so vfieeMaaber is hereby mabodwd to move those items. Serviea?41* r wM pmpare an inv+enmory of iteans r moved fmm the prvixrt y and COwW will be gives an opporhmity t4 accept dte kwentary count and descaiption.before items are kransfixred- Oww agrees the if any invoice for mvlces shall not be paid when due,the balance doe shall beer i nkrest of U%per sWmme_ M"maloers,endorsem gum or su oties hmbr3OiEY and severally agree to pay all costs of collection including reasonable of oxney's fees. Unless otho*=p Wn-MW by shoe law,if MY junpaid balaucae is nfixred to an eater for collection. owner andxNims my anomwy of record to coufm judo to be enured by any Comt&A may hmjun3&cdo8,at any tbne a8er deFault m paymmt shall occur and bezeby waives all eaooepbans to the cdent permit0od by law. " I Dane I 1TUMe of CSrVW Anival Property owner Signatare�,,,, , Servtoel mtw Repr semtatke TOTAL P.`05 07/23/2009 11 : 16 FAX 001/003 ram = �rYrr y 7'/-Z3/0 17 1 <= ZZ � 3 _Xz /� 1 ••Y;.�/ • ,ate = ' ca.Q� ry c Gam- - 07/23/2009 11 : 16 FAX 602/003 Apr�1C' 09.03�57p 508393512� p s ORI7ATION FO REPAM A"PAY�VIEN't AUTH , Propvdy OwuCr _ propaty Ad&im (�/ D CMF / 7 / ; N /^ ' Ph=(H) �r (C) pe,duap"bk 5 pany !r C181ID# PolicybachuL aw Jefarrcd Was The i —, withY dcmlzS=&or XOMMa ion seto Ceb � Owner resra tho above lisod WOPMY � � g caus�by SCNIGC� that tl'c t, l coat of ote 8=&Or sbau be payablo won Owner ua be made tO oomplaeom of work and bareby 2016 �dshe of &J d ble xod for Serves Owuer�mdast�ds any'and all c m9=Hat coveredby a aence compaaY- ids that Y=Vic=we necessary taken to P wfmd= iion$1 d$ a to the b �dlvr co and ciesnim&Yim emu,tes+�+ ti+o�imab�8 wV�arrdrw=xdoa s oo pgO a es>o perfosa 8 9 c Deady as wo w e me to zosr MW as Dea aae tbp> P�tY POWAla to tb p4rlo9s coMUtiaa 'G�th tr�lxd rt�s � oatet p�p�'e location,Sere i fi illudzed t0 Own will be given art oPD�t3'to as inveatton►of Hems am - aooeptthe inve�cY court.and before rrems . shall.nut•be.gaid when dne,>�c ba�]ance due sbaU O"Cr agioes that if any invoice a or hereby]may bear ineneat of 12%persaanna- amble attomry's few. 'Unless and severally a�too pa),au°O�of oopectyon g fo"collxd�, otherwise Fobibited by state law,if my w4Wd balftwe is �0rr000esed by Ydua arl 9 of mcmd m ,Nd� j any a]] Owner suh+ori=s 11 s1m11 ocan'and>breacnbY may ha`re]u eMHcdon.at any mwe at=de&ult is PaJwzw Owepnons to the extent Pa by law. Te d Grew ArriVVI J Date prop" Owner S � ��rd ServiceMester Repres��'e�at:�a - - A�r fax 07/23/2009 11 : 16 FAX 2 003/003 ALPMORMAnON FOR WjPMM AND PAYS Propedy Aaann _ styzip Phone Insurauam camp" Dale$ Mill Policy# Claim# The wed hcm iwxm rimed to as OWMW aa Samrkeh saov do proceed wi* 7 claming and/or Haan services required to zefto the above:lead psupccty apd/r Conn=f m da®aka card by OIL Owner Mdamum&that the total coat of chasing and/or T P13 milliabell be payWo upon of wad and hereby andhorims and hwkwft that d va payment be made to, Sin vieO iow. Owow mOm Muds tbat hoWn is liable for paymM of my dodo hle and for any and all chafes*at cuwend by..Qwaes's mseasaoe company. Owm facer uuoderslm&*ac=v cry smevicos am uc=wy amps talcum to psevoot additional den to the WNW and/or cow mtd dietrtmmicu services may imb dlominiz. dry&zopair,ze me ini,affiniabing and/or v*hcmwt of btdlding mMmials and oohs. SearviesUm AMR sgra to pe &=enmzgm y serviom and reatoastion earvkm is a VID& oRWHM manner msb*r+eaaonoble cm to rceUmo ft"C"and coal as mmdy se possible to thmr PM40 ae COVAMM Wnh respect to ioeams that need to be zee wW at a roes locution,Service is haaby m&mmd to move tLose item. SearviceMesteir wM patpam an mvea>mw of items=o%md f►om tbopmpmW and O*mW Wm be givm®opporhmity to accept ft hw asory coact and&mcripdm bd me items ace Owaer agtces tbat if any wom for services ftU not be paid whm duo,the bed doe sbaU baw of 12%pear aonm. The male,endoaseM powdo s or smtitiee hereby jointly and scweaaUy agree to m all costs of coffimhou uwAkhatg reasonable a=mey's fmL Unless o*m-%se p vbiNW by s=hw,if any M4md belaacx is reed to ML=UWY fOr caUecdM Owmer m&mim any ammay of n=d to coonfess judo to be tni-red by my Coast that may>»jurb&caop,at any tmxe atw dchu*m psym+pott sbaU occur and hereby waves eU Ompetom to flue exuSt 13 PUPM F4 by law. Date _ .. Um of Crm Arrive! pnvpww OWB' Be*vioeldaste: e�tis'e byre 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map P rcel� 19 Application # o� O U �� Health;Division Date Issued a3_ 1 O Conservation Division Application Fee Planning Dept. Permit Fee: (�• C�CJ Date Definitive Plan Approved by Planning Board -31L3�'e - U Historic - OKH Preservation/Hyannis Project Street Address Village Owner �I<tv­eS &­O(S Address— Telephone J& Z - 0 Z 0-a4-2 U Permit Request I r� Z X 3 y �- 'L , Q {mow c.eJ� yzcc C, 2 S e ��L �,J Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation o Q 00 Construction Type Lot Size Grandfathered: ❑Yes' ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family .❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other o Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wo(�&_ oal sto\e_, ❑fes ❑ No Q Detached garage: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: LYE&isting Jne\A!-nsize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: .? _ == Ln r� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ �. Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use rL_6 APPLICANT INFORMATION -- — (BUILDER OR HOMEOWNER), _ Name Telephone Number ,Address Z7/7 ✓� I (� License # 0`t" Home Improvement Contractor# 0 6 1?-2 Worker's Compensation # ' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE -3 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER t DATE OF INSPECTION: FOUNDATION �J�Sa�aS ti y rO a FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. AS/LOT 23 82 31'00„E 93.64 CB AS/LOT 22 LOT B3 0 o � '4 o 124 VI -- 5.4' 9) 15. o LOT E2 0 21 2 11— � 13 2 12•2' c�5.0 - 15'BUILDING LINE. -V3 �. '� g% ._ 982 3p 30 E 70.51 . S plNE NOTE. PRE-EXISTING, NONCONFORMING — RES. ZONE.- 'RD1" MORTGAGE INSPECTION Plan is For. FLOOD ZONE.- "C" This Bank Use Only TOWN: _CENTERUILLE --__-___- REGISTRY OWNER: JEANETTE M fTZVKUSON _---_---_ DEED REF: _ CTF72576________BUYER: ROSS SCHIFANO______________________ DATE: 1113�99------------- PLAN REF: _17678 B 1 I HEREBY CERTIFY TO CAPE COD_Fl- CENTS -- YANKEE SURVEY SAVINGS BANK __________THAT THE BUILDING OF CONSULTANTS SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN AND THAT ITS POSITION DOES __-_ CONFORM PPROIL �y� I 40B (SUITE 1) TO THE ZONING LAW SETBACK REQUIREMENTS OF THE MSHITHEW `'n 1 INDUSTRY ROAD TOWN OF __BARNSTABLE-------------AND THAT %10'13 i Ax- MARSTONS_MILLS, MA. 0264E IT DOES_NOT _ LIE WITHIN THE SPECIAL FLOOD HAZARD TEL: 428-0055 AREA AS SHOWN ON THE H.U.D. MAP DATED191�85 ��_._ µr..,w FAX 420-5553 Co m it -Pane 250001 0005 C THIS PLAN NOT MADE FROM ^ �.,XPIMeTRUMENT 25968 DCB s �0FjH6r� Town Of Barnstable R.egul2tOry Services " Nsr"n Thomas F. Geiler, Director Huss. �'prFbb �"`� Building ]division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 wt w.toivn.barnstab.le.ma.us Office: S08-862-4038 Fax: 508-790-6230 P operty Owner Must Complete and. Sign This Section If Usilig A Builder 7 � .�5 - Qr�S , as Owner of the subj.ectproperij hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) U Signature of Owner Date JrAe.S -Doi 5 Print Name F If Property Owner is applying for permit please.complete the Homeowners .License Exemption Porrri on th*c reverse side. Town of Barnstable mot-ENE r�ti w� o RegulatorY Services x Thomas F. Geiler, Director w BARNSr,k L.E, .' MASS. g Building ))ivision s63rp• -, °rfD htatn Tom Perry,Building Corirtnissioner 200 Main Street, Hyannis., MA.02601 wwiy,toi�,n.barustable.ma.us Fax: 508-790-6230- Office: 508-862-4038 or,� own'> R LxCFNSE ExEMPTf N Please Print DATE: JOS'LOCATION: stroct village number "HOMEOWNER": home ph he N work phone# name CURRENT MAILING ADDRESS: city/t wtl state zip code of ts or Ins The current exemption for"homeowners"was exte ed to does owner - ea 1pe da,y llingsd that the owner acand to allow homeowners to engage an indMd al for re who possess supervisor. ITIDN OF ROl IEOWNER idcs or s to e, on which there is, or is intended person(s) who owns a parcel in land oned Io ached shc structures accessory to, such use and/or farm tructures. -A to be, a one or two-fanuly dwelling, attached o et person who constructs more than on hoi Off al on.ain aformlacdceptable shall oto the Building Official,t be considered a o hat he/he shall be "homeowner' shall submit to the Buildin 109.1,1) responsible for all such work erforme,d nder buildin errrut, (Section The undersigned "homeowner" ass s zesponsib lity for compliance with the State Building Code and other applicable codes, bylaws, rules and z gulations• ble ing Th•e undersigned "homeowneer" cc ifies that he/she u deat hr/ss the complyown of Bwith said procedures and ant minimum inspection procedures d requirements and at he/sh requirements, Signature of Homeowner Approval of Building Official . ' Note; Three-famil dwellings containing 35,000 cubic fe or larger will be required.to comply with the State Building Code Sectio 127,0 Construction Control. RO)yMo"ER'S it is The Codc states that: using of onstperfor performing wok for phichded that iff the ong rm meowncr a required a pars n(s)l be exempt f for hire tororn the rdo'su h of this section(Section lo9.1, . work, that such HOmcDwncf shall act as supervisor,"` Many homeowners whouse this ex Soonsupc i c u ware that they is la k of away nc assuming the sooftcnlrctsults in serious sproblcrosppariicula�rly Rules &'Regulations for Licensing when the homeowner hires unlicensed persons. In this cast,our Board cannot proceed against the unlicensed person as it would Huth e license. Supervisor. The homeowner acting as supervisor is ultimately responsible: art of the crmit application, To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,asp p PP that the homeowner ccrtifythat hdshe understands the responsicbilitics ofa fSuor use nsyouron the last ityagc of this issue is a form currently used by c vcral towns. You may Care t amend and adopt such a fom�/c rtt r I ___ I I , j - I - I _i-. -(- ' _..I I. I . i I 1,. I i i I I� � , I i I I I - �. I I , I I i ' � I � � i � .� la.. •31uemm+urr {.r.x.+� � I I I I ; I i I.._. I I - r 110, 21 , i + I � I _ I I r_ � _ .._I____— ir. ._% ..i.. I • I . it �I ' I I i ,__.M.., � _ = I -- .. ..' _ _._..�_._.__,.. _.___�_-..____ _... ---- ice•--' .__..i _ __ .. __-_ I ( I- ' i -h• �....- CAA- ...._. _.... _ . .._ .. .... _..._. i .... . r I I : : r , fEmi3_.etAUY6s"1G:C:lr. .':ttsK:fem:'e..vyay5y±Mriri+S&R+daM[ mvstvawnrr i rsi ; wsxi4't-I,.;rteRtmM^p ,..orw�w..�w,..we ;'(°$' , i I 9 - -a•"' '-YM1°AYY'J'MYlMN+snN�nt�*1,a'catx^:.. '-•aa,sir-x':� 1C1:�L+'Lff- rsv++o..x._: � �� �•� . 'bKM'NtiMYA+AYMrt.:M!�•�^�^-!'4<-+,M,cn.M� � •.�+mmw.+�.e+rM� 70 1 .40 ....... 4 a: Te I • T ! ' I i I I I i Assess9r's map and lot numb e a14,<�o�L................... . G/`�4 G — Z 0 G *THE t 0 Sewage Permit number .. ................ .. ' Z BAHB9TI►DLE, i House number .........................r..................... ... .... yDO '639 \e00 �a MPY h• TOWN OF BARNSTABLE BUILDING INSPECTOR :,ic4 �.. i 9r.! C APPLICATION FOR PERMIT TO ........S`::��.............�.......................�............... TYPE OF CONSTRUCTION .................. 0.0P...V.—. 11!r� 1��................................................................... �....? .. �".................19.... TO THE .INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...... ...J...... t.n2.....���'.......... . .>� �.\ ..4 .�43......=............................I............ ................................... ProposedUse ..Res.cap.q)f).q 1.............................................................................................................................................. ZoningDistrict .........................�..........................Fire District ............................................................................. Name of Owne 0,.,.11�.C`e n......Address �X... ..... ... f�.y... �tvA. ........................ Name of Builder ��� I ��(� 'e AddresVt �� S 'c'.r ( �_ .� `f� ....:........5.......................................... ........ Nameof Architect ........................---.....................................Address .........../ v........................................................................ Number of Rooms ...................(..............................................Foundation ...(.. m.B &E ................................... Exierior .......................................°-`:.......................................Roofing ........, 4 .:......................................... Floor$ ............... . ........... Interior .................................................................................... Heating ............ ......... ...............................................Plumbing ............... ............................................... �l ..... .. ..... .... Fireplace ......................:.. ......................................Approximate Cost ........Z/...f �................. ... . ....... .. Definitive Plan Approved by Planning Board ________________________________19-------- . Area ...... .......................... Diagram of Lot and Building with Dimensions Fee ®� SUBJECT TO APPROVAL OF BOARD OF HEALTH t� r i �nc,YaS�c� -06-i- h�rTea J 0 fAVK I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ,� 1 . .............................. . STEVENSON, JAMES & HARIE No .................. Permit for ................. ......... . - 23381 REMOD-L Porch G�xG ... s�...J.s. ...k'7.oQ ... . : . A ...... Location .4.3A..Pirie...S.tr.eet,.... ................... f r Cent.er-mille.................. Owner „James & Marie Stevenson � Type of Construction ..Fxame...............:........... ................................................................................ h � Plot ............................ Lot ................................ Permit Granted August 14'r �.•jq 81 .......... r Date of Inspection ' 19 Date Completed ..................... ! :19 - PERMIT REFUSED _ . 1 ... ............................... 1 '... .................................................................... - . ........................................................ .................._ . .} Approved ......: ...................n.......... .... 19 f r ........................ ................................................ e SMOKE DETECTORS REVIEWED I - , R .T _E BUILDI G DEPT. DATE a cn w FIRE DEPARTMENT _ DATE o BOTH SIGNATURES ARE REQUIRED FOR PER PLATE HEIGHT -- .— Q FTTI •IN W W = - D 0 Z SECOND FLOOR PLATE HEIGHT - °° ® — — — � ® — - � oW z w wG W Fy = ao N� oo wo2QA_ w o �FlW FIRST FLOOR - 1 FIRST FLOOR @ KITCHEN w W CC D ANDERSEN400 ANDERSEN 400 DOUBLE HUNG ANDERS N 400TVV3 DOUBLE HUNG SOUTH (FRONT) ELEVATION AWNING A21 WINDOWS.(2)TW24210WINDOW . 46 SCALE:1/4"=T-0" N IMPORTANT � UPGRADE REQUIRED Z _ O _ ST�AnT�E BUILDING CODE REQUIRES �TTH�E�vUPGRADING OF Q ANDERSEN 400 S DETECTORS FOR THE EN TM y*i��'NG � — — — _ — 8� CASEMENT c,3 ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. W ' R-O..'2'-OYB"X 2--111/,6 - J DOTE: A SEIRMI FEKMIl IS REWIRED FOR THE W ° o INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL 3 PERMIT� 1 SATISFY THIS REQUIREMENT. PLATE HEIGHT — - — — - — - —FFT - .. q z F O _ ^� a D LU 0 12 w o 8 F w VJ ai c SECOND FLOOR — W U d m V a ovU EEll El �t m } m o W m O 1 �? ) w 3 0 = ( 0 U 0EFTJl -z o F w _ 3 z • U O U FIRST FLOOR is — — — — — — DRAWING NO. FIRST FLOOR @KITCHEN EAST SIDE ELEVATION A_3 SCALE:114"=1'-0" ` ^• 09-126 A 1 1 e 1 a ncc U U w �. w H PLATE HEIGHTE] Q El - U Q SECOND FLOOR. U J J " PLATE HEIGHT FM zOall c �m W wk x Ur N= Q Z YQ� wwm wE Ll 0 wNg� 3 O _ w wam� z FIRST FLOOR FIRST FLOOR @ KITCHEN 3 — . c~J ANDERSEN 400 PATIO - FRENCH DOOR:FWH3168 NORTH (REAR) ELEVATION ¢ SCALE:1/4"=1'-0" Z O Q 12 8F— W J W PLATE HEIGHT . — . — . — . — . - - - Z 0 ® ® D_ w � U �.6- w m x El w � Q 3 w 0 05 2 - - z WU N U (D 3 _ w U) Z SECOND FLOOR . — . — _. -- . — . — — - — - — itQ M D_ -'TU rn 1 Y 0] 1 O m 0 o El w 0 ---- z U Ir FIRST FLOOR — - — — - DRAWING NO. WEST SIDE EL EVATION SCALE:1/4"=1'-0" - 09-126 A o a 5.-0" 12'-4' .p 3 5" F. 3•_5' 4 6.�.. 2•-W F 6'-2" F 6:-2' .w TWaoa .ZZ Z ' 9 0 0000. : CLGSET N Q O�. ... - KO' Lu� 4 O? m STUDY .io. CENTER WINIJOWON INTERIOR WALL x '. ' LAUNDRY m CLOSET U m � � t . - DINING X w IW-N. F io ROOM, z 14'-9" I DN w a d n 1 o O 6-4- 4'�2 F CENTER WINDOWS ON 2 o x (ASSUMED)RIDGE ABOVE � C= Fa^ j Zr_J f I N R KITCHEN O 4 BATH io 4 CLOSET to 4 - N 0 11 II DEN M O LIVING ROOM A21 (2)TW21210 J w RO: OVe X Z-OW RO:ZA X"X 3'-OV a - �r , cy 0 3. " 4 0 . UP _ rc LL q �aa ---- -TW 6 RO: 2I'e a 4'-8%' " - Z y O ' - U) z� F- Lu o v0,3 U 3 3� U Z O O U) w-a1 Q o D W w" p d z zw p 3F w W U Z w F {-Y w � 0) W. W Z _ 'O C O O C0 10.-5. Q' 4'_T" 5_3 5'-2 5,-2" g.3^ 4'-T^ 4'_3" 6'-3" D_ p U ' " " 4. F F 4 4 2V-0" - N cD 30'-0" FIRST FLOOR PLAN o W m o SCALE. Y 1/4"=1'-0" Z Z w y •ALL WINDOWS TO BE ANDERSEN"400 TW3046,UNO w U I j p' 0 1 U DRAWING NO. „ FREIEW PRINT 10-13-09 NTED @ HALF SCALE " 09-126 A m r• I a d o 0 a. o cr- i $- U � W o .p t - - q•;7^ F IV-5w F 10'-5" F 4'-7" \ - N '.LU O j - azm I i FULL BATH w q W % F h Z N= A W Q N LIN. iv ROOF K 1F3L Q JI y BELOW 3S w z -..-- �J FP ULL DOWN] °Q +�� ACCESS TO T-7- ATTIC J - MASTER BEDROOM F _ QN - il ED v� - o F o @ J w 0 Ln ru BEDROOM#3 f- -- U _ J v 3•�w v � -- F O LL 10'-1w 9 2'-6• 3 T 11•_5w EO EO: TW3 3'_2Ye 4*-8W Z O • F- a- w cr U W O d w W (� m 1 . q 7w 5 3" 5'2w 5'2w 5._3w w n. F F F 3V-Ow - a a v U . O N O]-I c- SECOND FLOOR PLAN ' coo Ip11 co m w. SCALE:1/4"=1'-0" Z Z X lil 0 W ui U DRAWING NO. REVIEW PRINT 10-13-09 A-2 PRINTED @ HALF SCALE 09-126 A TYPICAL ROOF CONSTRUCTION CONTINUOS RIDGE VENT i UNDERLAYMENT FELT,SINGLE - LAYER LAPPED 21NCHES ON Yz PLYWOOD ROOF SHEATHING r. - . . ¢ 0 ..._ ICE AND WATER SHIELD PER GDUE AT EAVES,VALLEYS AND- 1 ./ VERTICAL SLOPED JOINTS =o U' 12 SELF SEAL STRIPS OR a 'w INTERLOCKING ASPHALT 6� SHINGLES � rn COLLAR TIES @ Y3 POINTS ADJUST ROOF FRAMING N W - E WINDOW&VENT HEIGHTS IN ATTIC GABLE END WALLS FOR COLLAR TIE Q y _ LOCATIONS. - TO.END OF - -� - - 2'-0 EAVE I SEE STRUCTURAL ATTIC ELEMENTS _ TYPICAL EAVE CONSTRUCTION Ab AC ..1X WOOD FASCIA . '. VAPOR BARRIER - R-37 BATT INSULATION - ALUMINUM GUTTER .. PLATE HEIGHT J / I WOOD SOFFIT w/CONTINUOUS VENT - � oN I TRIM BOARD W 12 a Z 55 o NU - - TYPICAL EXTERIOR WALL CONSTRUCTION w y FINISH SHINGLE/CLAPBOARD SIDING p O rc WEATHER RESISTANT BUILDING PAPER w �C^ FULL BATH j z E j }'COX PLYWOOD SHEATHING 2X6 STUDS RA9 BATT INSULATION - VAPOR BARRIER STAIR }'GVPSUMBOARD wl SMOOTH PLASTER FINISH 0 _ SECOND FLOOR Lu _ U S+Gn Z NEW SECOND FLOOR T I I EXISTING FIRST FLOOR WALLS FRAMING TJI JOISTS _ - _ TO BE REBUILT TO FRAME NEW HANDRAIL WINDOW ROUGH OPENINGS& (BEYOND) LOCATIONS(TYP.) m H W a o z I I r O W I I k Q - z Ik w w g C2 I 1 U u� a)# FIRST FLOOR U w C '� 3 -n- M 0 1 1 N m EXISTING FOUNATION AND FIRST NEW R-19 BATT I co m INSULATION IN NOTE: FLOOR FRAMING TO REMAIN EXISTING FLOOR FOR ALL:STRUCTURAL INFORMATION REFER TO S PACKAGE o L m LU ENGINEERING CURRENT STRUCTURAL.EIEMENTS PACKAGE Z Z W DATED 9-24-09. tAL7 <: W BUILDING SECTION SHOWN REFLECTS STRUCTURE AND DESIGN 0 Q 0 U . OF ENGINEERED STRUCTURAL ELEMENTS PACKAGE,AS WELL AS Lq v DIMENSIONS FROM ARCHITECTURAL DRAWINGS PROVIDED BY RIVERMOOR(SHEETS A-1,A-2,A-3,&A-4)DATED 9-14-09. DRAWING NO. BUILDING SECTION REVIEW PRINT 10-S13A9CAL v ���, - PRINTED @HALF E SCALE:1/7'=V-0" 09-126 A �. II , �.I1 ,�k.1 G,lh v�, GQV� �-r �; Q L ��� � r `� �� • � sr:�,� 4„ \ . � `� �;, 3 ��' ' '� 1 7