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Home My WebLink About0120 HOLLY POINT ROAD lei SC+'� "_a;_ ,.r.do „, .{{ ,y., ''_+p. ♦ .a` a c,r 4 w ,tip,.. u ln . vs I y 4 i G Lt — --rut+3 h p o a ti _ t , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 30 MapkCA9. 20,�V-C Parcel ZQr- 61 Application # [ Health.Division Date Issued Conservation Division - Application Fe Planning Dept. Permit Fee 1.67;4•GU Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Kolllu �i g2l PD. Village Ea1�-�2U I E Owner� (;O+ -A Address D (,4e_S • l C/j Telephone S� -a7 - �•7 Permit Request 14 -►� ��emu' O qu re et: 1st floor: existing y0proposed : existing proposed I new Zoning District Flood Plain Groundwater Overlay Project Valuation -2,00 Construction Type re Lot Size �� Ac�_, Grandfathered: tA Yes ❑ No If yes, atfaehrsupporting doec�mentation. )wa.r Dwelling Type: Single Family ®. Two Family ❑ Multi-Family (# units) Age of Existing Structure S? Historic House: '❑Yes >�No On Old KJg's Highwpy: O� s ANo Basement Type: )Full ❑ Crawl 2LWalkout ❑ Other Basement Finished Area (sq.ft.)' �/�du) &M& /Pt/D` Basement Unfinished Area (sq.ft) /k YO Number of Baths: Full: existing �` new Half: existing new / Number of Bedrooms: existing _new D Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing New o Existing wood/coal stove: ❑Yes 2R No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: XL existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ` Commercial ❑Yes Dd No If yes, site plan review# Current Use Proposed Use &Ve��w � APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ff'U w/lo 1- t Telephone Number Address (�4sQs��i1�4v� �UDu>sc� License # Home Improvement Contractor# mai • e / Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4ul't��A) SIGNATURE /��e�,�' DATE r� �`� FOR OFFICIAL USE ONLY t a APPLICATION# —DATE-ISSUED s MAP[PARCEL NO. ' . r ADDRESS VILLAGE OWNER ' i • 4 ' } DATE OF INSPECTION: FO.UNDATIO.N== ?? j 1 I L. ' '4 FRAME _ L -- A INSULATION . R It r FIREPLACE F ELECTRICAL: . .ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL - FINAL BUILDING q+. DATE CLOSED OUT { ASSOCIATION PLAN NO. I The Commonwealth of Massachusetts Department of IndustricdAccidents Office of Investigations 600 Washington Street Boston,MA. 02111 UF www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information /1 Please Print Legibly Name(Business/Organization/Individual): phy l CV I(o- t j� Address: PA S r15p N 8 05 lq l v�A City/State/Zip: w j�, /� . 6 63 Phone#: 09-,2 7y-fah a7 Are you an employer?Check the appropriate box: /,py(�Xem 4,a 4, r Type of project(required): am a eneral contractor and I 1.❑ I am a employer with � 6. ❑New construction employees(full and/or part-time).* haveed the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. X.Remodeling ship and have no employees , These sub-contractors have g• ❑Demolition working for me in any capacity. employees and have workers' comp.m��nCe# i 9. ❑Building addition [No workers comp.insurance , P , r . ed.] 5. ❑ We are a corporation and its 10.El Electrical repairs or additions 3. a homeowner doing officers have exercised their 11. Plumb' repairs or additions am hom own r o all work ❑mg � P elf- [No workers'comp. right of exemption per MGL 12.❑Roof repairs r c. 152 1(4),and we have no R insurance required.]t ' § 13.[:]Other. employees. No workers' comp.ins&ance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,50-0.00 and/or one-year imprisonment,as.well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DU for insurance coverage verification. I do hereby certify un r the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: -2 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PIumbing Inspector 6.Other Contact Person: Phone#: t k Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as."an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,-or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be retumed to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the{affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit i The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations • r 600 Washington Street Boston,MA 02111 1 i Tel.#617-727-4900 ext 406 or 1-877-MASWE ' Fax#617-727-7749 Revised 4-24-07 www.mass_govfdia Town of Barnstable Regulatory Services KAB♦ RaAh7�I•& Thomas F.Geiiler,Director 9`b1��`0g Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EX EMMON Please Print DATE: 70BL0CATION: /D® MIZ4 PLO kb mnnbex street village .1110MEOWNEx7:��/�� t��f�of'tJ4 6 D8 A7-/O&a7 .S-O$ name home phone# work phone CURRENT MAH.ING ADDRESS: - / Wba2l city/town stite zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor_ DEFINMON OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Bamstable Building Department minimum inspection proCeedUrQwand requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities 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 form certification for use in your community. C:\Users\decoM\AppData\I.ocal\Iv!icrosoft\Wmdows\Temporary Internet Flies\ContentOttlook\QRE6Zi7BN\ID2RESS.doc Revised 053012 I _ _ � lo;=ti Town of Barnstable o� Regulatory Services � RIRNCI'ART_Ri * ' Mass. g Thomas F.Geiler,Director tn;9. k�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder. as Owner of the subject ptopetty hereby authorize to act on my behal� in all matters relative to work authorized by this bmlding pets[ t (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner ' Signature of Applicant Print Name Print Name Date Q:FORMS:OVrN WERMIMIONM0L•S 62012 I TOWN OF PARNS rI r L 2:u E.+., gyp+, - 1' 70'.3" - �VAAAAA VAAV AAAAAAA AAA VAV AAA\ �AA VAA V AAAAAA A` VAAAAAAAAVAAA VAAA AAAA A VA AVA AAAAAAAAAV` ' \ NEW DOORS IN EXISTING CONC.OPENING NEW STAIR UP \ \ TO FIRST FLOOR \ UP \ \ 24'-4" 23'-S" 27-3" Basement SMOKE DETECTORS REVIEWED ' 3/16" -0,1 —� Cullotta Residence AO _JA 120 Holly Point Rd-Centerville,MA Nov.17,2013 ,1i i. 77 I rJ-G OLIILUI14u UCh'I. UAIt FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING O N 3'-6 5/8"_=3'•6'_-3'-8"_3'•8 5/8"_ 1'-10 1 4—T-6" 7'-6"=1'-10 1/4" 8'-6" -=——= = F —G F C- C C- \—— I. I i'_2� N ❑i RAISE CEILING TO I , Kitchen 1, \ REATE TRAY CEILING '''- 18'-8 12" I I 17'•0" i 1 Off_ 7-70-07 RAISE CEILING TO10001 M IN_aster Bedroom i \ .CREATE TRAY CEILG i mmg Room 13'-r x l 5' Living - {F CASED OPENINGCY5 ��✓✓/ TRANSOM ABOVE 1 _ HANDRAIL AT —�-- 6'-01/4" 3'-012" 5'�-51/T NEW STAIR N N 1 ❑ O C \\ \ � Laundry � 6'-01/2" r=r' 6-0' AM m i � " Mudroom H Her Cl.C1. A s 1/4� \ \ 1 , \ v v .\ v \ arage ALIGN NEW WALL 1 ' WITH EXISTING O\ M.Bath i Office 37— B I T-1°x 13'-0 ' 1 1 9'-8°x 13'-6° 9'_4" 2'-6" O � � E e \ I 27.3" 12 6'-71/2" A Cullotta Residence Al 24'-4" 23'-8" 120 Holly Point Rd-Centerville,MA Nov.17,2013 NEW PAINTED _ . - - - RAKE AND TRIM BOARD NEW CEDAR SHINGLE SIDING _ NEW PAINTED RAKE AND TRIM BOARD' V NEW 3-0DE ROOF OVERHANG � NEW CEDAR __ -a- SHINGLE SIDING - - .� _ _ NEW GARAGE "TALL DOORS. MOVE EXISTING HEADER UP COTTAGE f 1 i :-1, f P__.I ' - CORNERS(T/P.) i 84 -I..'.. B 1 I ❑��❑ ❑❑ ❑� FLARE `HEADERS PER CODE AT ALL NEW WINDOW AND DOOR LOCATIONS • n Front Elevation 3116"=1'-0" Cullotta Residence A2 120 Holly Point Rd-Centerville,MA Nov.17,2013 c NEW PAINTED - EAVE AND TRIM BOARD NEW CEDAR SHINGLE SIDING .- __:�_-.r.a-;� �-..y..—.�►.__® _ _. _._.— --...�t= _. ._NEW 3'-T DEEP ROOF OVERHANG ' -- -- -- -- --- - - - A A WOOD BRACKETS il.lE E NOW COTTAGE CORNERS(TYP.) IT FLARE *HEADERS PER CODE AT ALL - _ NEW WINDOW AND DOOR LOCATIONS - n Right Elevation Cullotta Residence A3 120 Holly Point Rd-Centerville,MA Nov.17,2013 'HEADERS PER CODE AT ALL NEW WINDOW AND DOOR LOCATIONS - - NEW PAINTED ' RAKE AND TRIM BOARD NEW CEDAR SHINGLE SIDING COTTAGE CORNERS I TYP.) 1 NEW DECK,HANDRAILAND POSTS.-.'-.; - - - rT n Rear Elevation 3/16"=1�-0„ F- Cullotta Residence A4 120 Holly Point Rd-Centerville,MA Nov.17,2013 NEW PAINTED - RAKE AND TRIM BOARD NEW PAINTED .. EAVE AND TRIM BOARD NEW CEDAR SHINGLE SIDING A COTTAGE OA CORNERS(TYP.) FLARE 7 _ I f I - 'HEADERS PER CODE AT ALL _ NEW WINDOW AND DOOR LOCATIONS - 1 Left Elevation 3/16"=1'-01, Cullotta Residence A5 120 Holly Point Rd-Centerville,MA 11/12/13 EXISTING ROOF STRUCTURE \\ NEW MINIMUM R-381NSULATION IN NEW CEILING (3)2x10 HEADER AT ALL NEW +�_\ DOORS AND WINDOWS - RAISE EXISTING CEILING TO CREATE3MW-6EILING Master Bedroom Ulu NEW MINIMUM IR20ON SPRAY FOAM INSULATION IN EXISTING EXTERIOR WALLS. EXISTING ROOF STRUCTURE VA MINIMUM R-38 INSULATION 2 Section Through Master Bedroom IN NEW CEILING EXISTING FLAT C LI G S\ \� ��'� (3)Zx10 HEADER AT ALL NEW DOORSAND WINDOWS LJ L RAISE EXISTING CEILING NEW MINIMUM R20 SPRAY FOAM •/ J• TO CREATE CEI IN INSULATION IN EXISTING EXTERIOR WALLS. Entry b " Llving Room � T I DOUBLE 2x FLOOR JOISTS 3'-0" AT NEW STAIR OPENING Cullotta Residence A6 n Section Through Living Room 1/4"2 1'-4 120 Holy Point Rd-Centerville,MA Nov.17,2013 1 Door Schedule Mark Manufacturer Model Rough Height Rough Width Comments 1 Andersen Windows Frenchwood(R)Gliding Patio Door-400 Basic Unit 6'-8 1/4" 3'-2 314" Fixed Panel 2 Andersen Windows Frenchwood(R)Gliding Patio Door-400 Basic Unit 6'-8 1/4" 6'-0" 3 Andersen Windows Frenchwood(R)Hinged Patio Door-400 Basic Unit 6'-8" 3'-0 7/8" 4 Andersen Windows .Frenchwood(R)Hinged Patio Door-400 Basic Unit 6'-8" 3'-0 7/8" 5 Andersen Windows Frenchwood(R)Hinged Patio Door-400 Basic Unit 6.-8.. 3'-0 7/8" 6 Andersen Windows Frenchwood(R)Gliding Patio Door-400 Basic Unit 6'-81/4" 6'-0" 7 Andersen Windows Frenchwood(R)Gliding Patio Door-400 Basic Unit 6'-8 1/4" 6'-0" 9 10 Window Schedule Type Mark Manufacturer Model Rough Width Rough Height Comments A Andersen Windows AW-400-DH-TW003-TW21052 3'-0 1/8" 5'-4 7/8" B Andersen Windows AW-400-DH-TW003-TW2632 2'-8 1/8" 3'-4 7/8" C Andersen Windows 1'-9" 3'-5 3/8" D Andersen Windows AW400-CA-BA001-C125 2'-0 5/8" 2'-4 7/8" E Andersen Windows AW-400-DH-TW003-TW2442 2'-6 1/8" 4'-4 7/8" F Andersen Windows AW-400-DH-TW003-TW2452 2'-6 1/8" 5'-4 7/8" G I Andersen Windows AW-400-DH-PI003-DHP31052 3'-11 7/8" 5'-4 7/8" Grand total:23 Cullotta Residence A7 120 Holy Point Rd-Centerville,MA Nov.17,2013 70'-3" \`\,''' Master Bedroom Living and Dining Room .Sun Porch 13'-G" x 20'-0" 34'-0" x 18'-0" 1 T-2" x 13'-7" 00 01 (-- Kitchen 18'-0" x 9'-3° C - aL4 _ Garage Bedroom 2 Bedroom 3 13'-G" x 13'-G" 9'-8" x 13'-G" 24'-4" 23'-8" 22'-3" 00, 1 First Floor Plan 1/8" = 1'-0" _ Culiotta - As-Built Plan -155EP 13 24'4.000" 22'3.000" I I I II' — --- -- III--I—__— = ————— — ------------- -- --�-- 1u I r 1 ( I I I I I I I I I I I I I I I I I i I ► III . i ill r 1 1 I I I I I I I t 1' I l 1 I i i I j L Ilf_-I --- -- -- • _ _,-_ __ --- i�-- - 1__�il I I I I i t r I ( j I 1 ' f� i f t i I I I I lu--1-_-- • —————c ---------------------_—__--_ _—_—_-- _niI__—It JIuIIIlrIIl IIII IirI� I(ItI IIIII J1iII IIIII 'IIII1 IIIIP I,III IIII i• -tII IIIFL� I!IlII• IIItII I1I(II'. 11IIII. iIIIIII.. IIItIII.. - str—u_—c t—ur a—1 structural —rte—d—a—- —11 k I -----—_----- _--_— remove ce ling ots — — --_-- —ihissdeofrii e __— —_—_ --- --. -- ----- -- --------- - — Q I 11 111--I----1 ——III f I• I P I I I I I I 11 t I I I ( I I I I I I i Ill. __—_—_ --- --_- — r--71 I I —T I IconstructWM I �1 11 ':I I 1 1 1 1 1 Ili—___--- -- I I under Ndge I I I 11 I I: I 1 1 I I III I I I eirtenpinglexistingl I I I I I I I I I I i 'III--- - -—— —— — — — •—--—,—— —JII I t' I I' 1 1 I I carrying partition I _---_ -- -------------- ——— ——-III 1 I 1 1 1 I I 1 I 1 1 1 I I I I • 'I I t I I 1 1 I III--- --- ____ —____,__ _____ _ III I :J I I` I' I I I I ceiling joists I I I I. I I I this side to e.emoin I, •i I' .I I I I` I f I I III' _———- —————-— ——— --------=-- -——— — III I 11 I I I I I i i t I I I i I t I I I I I I I I 11 ------ •—_=-- •---'—"-- — I, I , I I I I I I I I L I L .III ----- -- ---- ---- I------7111 1 I I I' .I' -- ————— _—_— - --,—_—III 11 I I I I I ' I I I I I I' I I I I I i _ I I -------- III— I— i •. _ ------------________ I , I I I I I I I• 'I I I I I I i I I I i -I I I IIl`-------------------------- structural --------- --- — ----- -- --__--- -I-- - �_ - _ _ -- ridge—► ————:_ 9 ——————————— -- rQ I ceiling joists -------- ==----- — ------------rooroutline ------------ ------------- ---------'---- vralllocatlon ------------ ---=—='------ --1----------- I---- —————— ceiling slope intersection ------------- ——————————— —————— ------- —'------------ ------------- -=---------- I 24'4.000" ��o ,� y MA Botello Lumber Co., Inc 2013.3 ABowable Stross DoslgnYLSI: D:68 NOTES LOAD TABLE 2 PLIES 1.500 X 11.875 LP LVL295OFb-2.OE DESIGN CRITERIA VSI: 0.467 1.THIS COMPONENTLOADS DESIGNEDRI SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE 1 OTHER LOAD CASE' DESIGN CONSISTS OF ^- - PLIES FASTENED THE VERTICAL LOADS SHOWN VERIFICATION OF TOGETHER (REFER CO NOTES). RS.I: 0.50 LOADING,DEFLECTION LIMITATIONS.FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ - " METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.; LIVE LOAD ,. = 30 PSF LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM • TO LOAD LDF DEAD LOAD - 15 PSF THE RESPONSIBILITY OF THE PROJECT ENGINEER TOTAL.LOAD = 45 PSF FT-IN-SX FT-IN-SX OR ARCHITECT UNIFORM- ROOF LIVE SIDE 360 PLF 00-00-00 IS-00-00' e. 1.25 ROOF LEFTSPANCJIRR'. : '12.-00 FT 2,PROVIDE R STABILITY NTAT SUPPORTS TO ENSURE UNIFORM ROOF DEAD SIDE 180 PLF 00-00-00 15-00-00 0.90 ROOF RIGHT SPAN CARR. 12.00 FT LATERAL$TABILRY. UNIFORM. .BEAM WEIGHT -10 PLF 00-00-00 15-00-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL. _ .. ' 4.SHIM ALL BEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL - LIVE LOAD'DEFL: L,/ 240 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL:. •L / 180 6.THIS LP LVL ISM BE USED ASA ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP 1-JOISTS IS CODE COMPLIANCES : MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT 11 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. 4 "O.C.OR LESS. APA PR-L280 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES ESR-2403 _ ATTACH THE TWO PLIES WITH 2 ROWS OF 10d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, - - LOABS RR-25783 (3")NAILS AT 10"OC. STAGGER ROWS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 1151E-R NAILS CAN BE DRIVEN FROM ONE FACE OR HALF BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. Florida FL15228 FROM EACH FACE NAILS MAYBE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. OF 0.12". THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) - - - 3 I- SUPPORT..REACTIONS (LBS)= 11.875 - MAXIMUM BEAR NG NUMBER - 1 _ 2 L.500 DOWN 4126 4126 3.000 UPLIFT --- --- . CROSS SECTION MIN BEARING SI7S (IN-SX) 3_11 3-11 MAXIMUM DEFLECTIONS - CALCULATED ALLOWABLE . LIVE TOAD 0.45"(L/391) 0.73' 'DEAD LOAD 0.36" TOTAL LOAD 0.69" 1, 256 0.98' 15 0- 0. THIS DRAWING IS NOT TO SCALE Handling&Erection Miscellaneous Information LP LVL;LP LSL and CTR,LPI-Joist Specifications TBmporary and permanent bracing for holding component The use of this component shall be Software Provided By: - 11127It3 T_RC P specified o the tlestliance the 'Supports and connections far LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood ProdUCtS plumb and for resisting lateral tomes shall be designed and approval complete and instructions Obtain all the necessary code compliance •Common nails driven parellet to lue lines shall be installed by others.No loads ore to bed fast tl i the before u and instructions form the design it the complete a dos and 3"for 8d, 8 spaced a minimum of 4"for tOd 414 Union Street,Suite 2000 component until after all the framing and fastening are before using l b component.a the tl ants criteria listed above does •Do not cut,notch,drill or alter LP LVL,LP LSL and CTR,LP i-joists except as shown Nashville,TN 37219 completed.Al no time shall loetlsgreater than design loads not meal local building code requirements,do not use this design, in published material from LP any use of LP LVL, LSL and CTR,LP IJoists contrary Phone 800.515.7570 applied to the component. When this drawing is signed and scaled,the structural design is to the limits set forth horeon.negates any express warranty of the product and LP Fax 866.753.4369 Design Criteria approved as shown In thisdraMng based on data provided by the disclaims all implied wananlies Including the implied warranliesof merchantability customer.LP LVL,LP LSL and CTR,LP IJolsts are made without and fliness fora particular use. The design and material specified are in substantial camber and will deflect underload.Wood in direct contact with c6nfonnily with the latest revisions of NDS.-Doad load concrete must be protected as required by code.Continuous lateral DWG # I deflection includes adjustment factor forcreep.lblal load Support is assumed(wall,floor beam,etc.).LP does not provide on-site 'A COPY OF THIS DRAWING IS 10 BE GIVEN TO THE INSTALLING CONTRACTOR d0eclicnisinstantaneous. Inspection.Thisdrevring must have anArchilect'sor Engineers seat SHEET # anxed to be considered an Engineering document. LP is a registered tredomark of Louisians Pacific Corporation, File:C:\Program Files\LP\Wood-E Design\2013.3\WOODE.SPX M.A.P. INSTALLED BUILDING PRODUCTS P.O. BOX 1309 SAGAMORE BEACH, MA. 02562 (508) 888-3599 (508) 888-9609 Fax Date job completed:__g Address of foam application: to - Inches sprayed in: Ceiling Walls _ Slopes Overhang Bsmt Ceil Stwl Blockers & Runners Cath Cell Cath Walls_________^ Knee Walls A/H Walls Crawl Ceil Installers Signature:-7-