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BP-75377
Permit No. BP75377c BUILDINGL-- " qs ')F+.(1 ;: f y 294•BO.i,^' `�- Co).1, usi - . t. any" 'p ar,w u tl70 yak .`4 -ea' l ly,i . .!a JL6 ®ins - • z0 . fi P � f t� 12 �g � h � c' � tys PERMISSION TO: .- egEla,t o 7,S �234� Contractor: use: on o;xdf t.i „erg t c 0 00 '� - 0 `1' .,- A� e�n r _ z , Engineer.. a 4" s t i e t L.4ak t w�v. Ex y^'8 R �^ ..Jl 1 it ti � t. y i S��,�z.r rx.,Fx< ,., Applicant: i o e $t�<j 'y ; i ROGER AB.,� . 4S (5 0� 0 ...!Y_` 6 rt3 «4 . OWNER: " towt t: rtV n . BARBOSARa , oa 'gip � �El RT£ J D . , DATE ISSUED: �yr,a,,{�ai't�_'t-^ 1{�s�yj c°3��^l'�S y5 R; -. ® rya ,h1a41 4i 16 6 4 "isdz44Sb+es99• TO PERFORM THE FOLLOWING WORK:• Erect a 30'x 40'steel building PER PLAN for residential use only P t Loca 'on: 94 MILLERS DR Approved/Issued By: • DAVID BR TTE,LOCAL B DING INSPECTOR All work shall comply with 780 CMR 8Ta Ed.(MGL Chap.143)and any other applicable Mass.Laws or Codes and plans on file. Schedule appropriate inspections as required. Upon completion,final inspection is required. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further oxide nd other agencies may have reason to STOP WORK if items under their jurisdiction are not met not withstanding the issuance of this Buil ' g/Zonin Permit. Signature of Owner/Agent: ice — t "Persons contracting with unregistered contractors do net have access to the guaranty fund(as set forth in MGL c.142A)" Inspector of Inspector of D.P.W.Inspector Building Inspector Inspector of Gas Fire Department Plumbing Wiring Water Service#: Footings: Underground: Oil: Underground: Service: Foundation: Rough: Smoke: Rough: Rough: Sewer Service#: Rough Frame: Insulation: Final: Final: Final: Cross Connection Final: Final: Board of Health E-91I Additional Comments: Planning Board • Prior to issuance of Certificate of Occupancy/Completion,this card must be returned to the Building Department with all necessary inspections signed off. Department phone numbers are listed on the white"Required Inspections"document provided with the issuance of the building permit. POST CARD SO IT IS VISIBLE FROM THE STREET ; r, ' 1 ` 'fl 2 1 • TH - BUILDING DEPARTMENT RECEIPT (5 5 9 2 : . I 11: `0.1820 FAX: 508.910-1838 Name: DarbOSLt— Property Owner: _54 /7 tk-- Dater// 5��`/ Job Location: q 4/ as der ) /k Map: j° Lot:7-3z -� Description General Ledger#'s Ref. # Amount Building& Buildin•t .� pRT4gs. 1000-44105 b/G / F `j)— Electrical "0 000-44106 Plumbing& Gas NUV U b 2C14 0 b00-44107 Trench Safety i. 5 i 000-44129 (4174,Other Department Rev--' ril-LE' 01000-42420 White-Co➢ector's Office Yellow Copy-Customer's Receipt Pink Copy-Building Department Received By 4 "(�'Y1.› - THIS IS NOT A PERMIT/LICENSE FOR BUILDING, ELECTRICAL, PLUMBING OR GAS fl TOWN OF DARTMOUTH - BUILDING DEPARTMENT RECEIPT 753 77 PHONE: 508-910-1820 FRaC-500310.1838 Name:( C L vm, 7$) Pope Owner: leivi Date: 1643 '/ Job Location: J 9�/j /�` J .>/ ° Map: :Lot: /3 -�.) Description General Ledger #'s Ref.# ,,, Amount Building & Building Misc. 01000-44105 l A ) g - L 2) Electrical , <O OF D 44106 KT c i Plumbing& Gas OCT 0100\ 4107 Trench Safety 22 *40O- 129 Other Department Reven 46 0100 42420 - ) /" *L`baECSUA L %L_ may - White-Collector's Office Yellow Copy-Customer's Receipt 'Pink Copy-Building Department Received by 7)' THIS IS NOT A PERMITILICENSE FOR BUILDING, ELECTRICALi SLUMBING OR GAS RESIDENTIAL ❑ Phased Approval(R106.3.3) _ I $25.00 PLICATION FEE IS NON RE-FUNDABLE &NON-TRANSFERABLE ' R C IDATPRACEIVED �uUrH gN ARTMOUTH BUILDING DEPARTMENT DPf.; ~ :- DV 400 Slocum Road ZGW! OCT.O - _. _:i:i 54 a �� Dartmouth, MA 02747 t 2 P,`i 3: �tisfiy � Phone: 508-910-1820 Fax: 508-910-1838 ` ' www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING TH(.S SECTION FOR OFFICIAL USf ONLY ., , -- ---._ ,.. -•/ RECEIVED BY t. BUILDING PERMIT NUMBE /' DATE ISSUEO: SIGNATURE. i 6 ✓�' ' : DATE: . .i'gt,,V t) 3 G: srs {� Building;Commissjoner/inspeotor of Buildings ZoningDistrict: SR T3 ,Proposed Use: r Zone q f ��p ,F :- 13 B O A V A u- Zone: TH£FOLLOWING AGENCIES SHOUL BE NOTIFIED - DPW a Board,of lard of ' O. ns. _0 Planning p Address 0 Engineering U Cross Appeals .,Health = Corili ,. ,., _. _: mission x� _ Card„ _ Connection U Fire p. as ❑Electric p;Other ❑Water Card 0 Sewer Card Chief `. -Cut Off - Cut Off Cut OH Cut Off" '` DEPA s ENTAL APP OVALS) Board of Health: Signature: `2 Date: 6 t fel Conservation Commission: Signature: '`_- Date: ��d- ./ D.P.W.: Signature: Date: Fire Chief: Signature: Date: 0 er: Signature: Date: rief description of work being performed: JiEE'L ddi>vy 9 pvu,�%�<• / SECTION Y-SITE INP5RMATION :< • 1.1 Property Address: 9`/ A//EKS ®&d ue ° 1.2 Assessors Map&/Lot Number./ Contact Person: iPooeo B/R-ie-LS4 Map 79 Lot/� 3-- Phone Number: 5"0e-18•-67,79 I 1.3 Historical District ❑Yes 0 No IYear1.4 Water Supply(MGL c40 s54): 1.5 Sewage Disposal System: Built 0 Municipal 0 Municipal 0 Altering more than 25% per side of building 0 Private Well 0 On Site Disposal System Has application been submitted to the Historic Commission? ❑Yes ❑ No Date: Revised 5/13 CONSTRUCTION PLANS ITE PLAN ❑ ENERGY REPORT RESIDENTIAL 72. SECTION2-PROPERTY OINNERSHIPIAUTHORIZED AGENT. 1 Owner Recorar Ro ua_ A Bkebosa 99 Mi ti ER S bP Je. 50‘-13O 3t2 Name print) Contact Address Phone Number 2.2 Authorized Agent: Name(print) Contact Address Phone Number SECTION 3r_CPNStRUCTION'4ERVICE$ 3.1 Licensed Construction Supervisor/Specialty License: License Number: Company Name/Contractor Name: Address: Expiration Date: /Signature: Telephone:3.2 Homeowner Exemption-One&Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section;provides that if a Homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor. For the purposes of this section only,a"Homeowner"is defined as follows: 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. ::::5er ppl UU' thisssectinb :�" U ' 1 SECTION 4-.WQRows COMPENSATION INSURANGEAFFIOAVIT(MGL c'152§25) -=-_-. _ :1--..;:iljr.1:22.7:-..:14. Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑Yes ❑ No ' SECTION 5-DESCRIPTION.OF pROPOSE[CWOR1S;(Check all applicable) ❑ Deck 0 Pool 0 Repairs 0 Alteration 0 Chimney/Fireplace 0 Woodstove/Pellet Stove 0 New Construction* ❑Accessory Bldg. 0 Addition 0 Roofing/Siding 0 Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No.of windows Doors_ ❑ DEMOLITION (specify): Location of debris removal (per MGL C.40 Sec 54): Cl Dumpster on site 0 Dumpster On Street Facility Name: Location: *If new construction, please complete the following: Single Family: No. of Bedrooms No.of Baths Two Family: No of Bedrooms Unit 1 No.of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑Furnace(hot air)-fuel gas(natural or propane),fuel oil,electricity,other(specify): - i ❑Boiler(heating)-fuel gas(natural or propane),fuel oil,electricity,other(specify): ❑HVAC(combined unit)-primary fuel,natural gas,propane,electricity,other(specify): ❑Air conditioning-(separate unit) ❑None of the above to be provided 0 Hot Water: Gas - Electric Fuel Oil Other .. , SECTION 6•E :TIsATO CoNaTRuc;TrDN CAST Item Estimated Cost($)to be completed by permit applicant 1. Building /Oi Coo 2. Electrical � 000 3. Plumbing 4 Mechanical (HVAC) 5. Total= (1 +2+3+4) //_COO S tTION T Oli11NER A133F)ORFZIYTION �-. (tobe,completedwberLowner agent of4ht4ct0appliesforbu141n permit) (Please Print) , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date �.< `SECTION 713 OWHER/AUTHSZEDAGENT DECLARATION. R09e e- A gAL-bcA ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Signature o wner/Authorized Agent Date S CTION 8 .OF�I Efit SP TOIZ'8F1OTE$ , g Less Application Fee:$25.00 Remaining Balance: $ c s-s—' Total Permit Fee:$ l 0,—' Other$Amount$ Gross Area-New Construction total sq.ft. /2 en., Gross Area-Alteration total sq.ft. Permit Issued to: &Lee A4--&.. aj Q �,p, Otedie Rr- As(1jc+ toc 2,�s 0"0 z , SECTioH DESC It 108E ksEiN PERro MEU Pou'10i41-tiv-, / st-ecL .fret/a1tiy SL C/ecM ,'e,L, FrPdfc I/C nni 2 9 2014 %2,cc.eR_. ? kr ,/tom D v d (74y , 71 Permit No. BP-75377 Project Locati ::.... 9 4MILLERSDRCommonwea ': sachusettsTO 5 t? -, 4 , UTH - �, I t v •�p a a Ida +� :'_ r .z'4041+ i� ,PI, . , , I < 7 Yr _ ®A , , � / t'• ry �y �3- cit ' * ..'t- —tfttrZf .1 1". t WC,,S / IryS ,T 9 J 'as �� �`� �l� i ry tri t • � . '� a e-� E m 1 i f y U S ':12 # 3 7. pp i § a sii , + ij �.t. A� fI n ContraLc o g `s F z t e: p 'one#: iiii4iiiial Engineer ; �j �a+ 'hone#: Applicant: ."®® 2.., � i. ° Ph One#: ROGER A : f �� _� (508) 730-2907 " ' .. , OWNER: ���®�®,� ,, Qaes x r BARBOSAROGE` .; ®��st��o+swm85— ° g�� 5 I F". �J ({ /• r,RtarsinM m B_ i-week Nk�.a . DATE ISSUED: TO PERFORM THE FOLLOWING WORK: Erect a 30' x 40' steel building PER PLAN for residential use only DATE TIME TYPE OF INSPECTION &REMARKS INITIAL �/ l7 2 5 01.1-01 �Yh re,v✓Y O� e✓L/FIJ ! 1<' `�� ��`J�j � �b!//�iv . iJa ilce . OCR �� r1 : ,,LL:L.„:, iryc j„.,,:.. r - u , / r , , ....., , \ fr. fr--- I /004_ , If/ , v- -Thfrstt it',erg, ir 5,:na • , p:rvitzset4. : . &isle ,_..: 9,_ ,,..„ 0 , ___„_", . , .. , i ,...24.1Th> / 30 • <1 '7 t /00 L 3 / / / ./...s...,„ ' . • / P / / s tr. . / / 1 r'"."'••••—7 r 7 14 // OLi$ES- I r , — 7 rii I / / / / L a -7- - 35- qd f• if -lis 4') rzicm , - RESIDENTIAL \ ❑ Phased Approval(R106.3.3) S25.00 PLICATION FEE IS NON RE-FUNDABLE a 77:-TIIAN_SFERABLE �Ma= LTS-gCEIVED • f� ARTMOUTH BUILDING DEPARTMENT TT f4 _ t�` 400 Slocum Road Z�frl � ? [7a io � r \ - __� a, Dartmouth, MA 02747 ; ;i 3; 54 °\ ' Phone: 508-910-1820 Fax: 508-910-1838 �1664/ - www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING 7 THIS SECxION FtaOFF1GIAL QSE ONLY RECEIVED BY BUILWINO PERMIT NUMSErjz�J '� � V DATE IS5UEtY SIGNATURE. DATE: BulldiagCommis$Joneriinspebt9r of Buildings Z on4 • [llatrlet Proposed Use Zohe LI X'o' B fl A_t7 V Aguifer Zane:. " HEPOOLLoWlne-ArdG o fNCIES S❑HO E OTi7F PElabn ning Ci Address , _ Q tD nPgW Cl Btand of ' Card lne ering, .sQ,.CCroonsse con N (ppea •; .flaat CoOmon. r+{�Ftre.' 0 Gas ❑Electric 0 Other Q WaterCard, Q Sewertard Chief; ',i Cutoff :Cut Off - cutoff Cutoff` tm MENT +;APPROd t' Board of Health: Signature:( j / I'I - �• Date: s Conservation Commission: Signature: Date: D.P.W.: Signature: Date: Fire Chief: Signature: Date: 0 er: Signature: Date: rief description of work being performed:Care .A.Se Tau✓ ,% pa.„4,�4. r✓ /UC�I c• Csy' � l 1 ,:. tOTIOf I $yTElF1R tMAT.taIY , _ ,s 11 ,. . 1.1 Property Address: 95/ {YI//EPS � u' � e = 1.2 Assessors Map&Lot Number: ____-, Contact Person: ,Cyee_ 8AR4$ Map 70 Lot /t` 1 3) Phone Number: .501- '.5f-6tbi9 1.3 Historical District ❑Yes ❑No 1.4 Water Supply(MGL c40 s54): 1.5 Sewage Disposal System: Year Built ❑ Municipal / 0 Municipal 0 Altering more than 25% per side of building ❑ Private Well ❑ On Site Disposal System Has application been submitted to the Historic Commission? ❑Yes ❑No Date: Revised 5/13 CONSTRUCTION PLANS ITE PLAN ❑ ENERGY REPORT RESIDENTIAL ❑ Phased Approval(R106.3.3) 52:)p PLICATION FEE IS NON RE-FtpNDABLE tic NON-TRANSFERABLE 4`1 :TypTirri:DE5E1V4;TD,,ae�tion� .. TMOUTH BUILDING DEPARTMENT '''; ~I/> l _r-;1<�I 400 Slocum Roa10 -�' =et� _ Dartmouth, MA 02747Zd�l� `��'� �tap 4t- Y' r'-5 5y Phone: 508-910-1820 Fax: 508-910-1838 www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING f T+HSSECT 0.1 FC R CIFFIGh 1L tiSE ONLtY RECEIv€n E3Y � -fi Bu� tN�PE�MIfiIM�Et3r''.iJ` ,/� DATEISSUE17 n y"IGNATUR - DATE: Building;i nmm(s`sjpnerfnspeCbr of auif_diri:s: r A ,,,,,;;-y Zoning Oistnot proposed tUse Zone 2}X CI Lf A _p V A9uifer Zone;.. . ,. ' `' THE`FOLLOWNNe AGENCIES SNOU1 BE NOT1FFEb' DPW CI D BOardof t rd of ❑ rig n ni Pfa n n9 {`E Address Q Engineenng Q Crass s appeals ;v:,hYealth GobiniMion Card , .Conne©tipn "D Fng 0 as ❑.Elect rc 0 Ofhgr - ..D WaterCerd;, ❑Sewereard Chlef Cut Off -Cut Off Cuttff - Cut Off" _ - -:%. :UEPArrii ENTAL APPROit t( Board of Health: Signature: Date: Conservation Commission: Signature:--i Date: /(0 rD-3 // D.P,L1l Signature: Date: Fire Chief: 11. 'l Signature: Date: O er: Signature: Date: rief description of work being performed: ire-a 4u/drn , /=v,,/Nj4-Aa ✓ ;.° c, , Y SEOTtONi 7 atT.;figrOgMATIQN . : ..l': , .'.,, :.. : , . di/ 1.1 Property Address: 9V NiYeiRS b2soz, 1.2 Assessors Map&Lot Numberr: /1 Contact Person: Payee. Ba os4 Map .70 Lot f 7 D Phone Number Sot-f8—t tf I�`- 1.3 Historical District 0 Yes ❑ No \ii Year Built 1.4 Water Supply(MGL c40 s54): 1.5 Sewage Disposal System: ❑ Municipal i 0 Municipal ❑Altering more than 25% per side of building ❑ Private Well 0 On Site Disposal System Has application been submitted to the Historic Commission? 0 Yes 0 No Date: Revised 5/13 CONSTRUCTION PLANS ITE PLAN 0 ENERGY REPORT _. 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Ca £ n Fia. _ o EE o O �.W y � vA ix UQ O d O °A% QU A 0OO � 1/40000 � le)MOWer 'I' NN�ON V O rv'1S `y�e f •1 aci 90 � 0 Ot� E a° 70 ; 6600 `NNNN yNN N a '.4W z oe I rA o0^ m �pUo 4g .0 ENYoAmo O' 0 [ U a v v u r r 5' v m 2 ie o «U > n v o'-- o o q'e e e e r!1 , ' ¢�zaemoxrnu.wrrU,�0 <CIO Xr) r) 'C 5 Q R N N OO m 3-aam yv cc: a ''U o oU o y 4 d o pd w m i > ^ C w o' a r o u 9 a > • s 1-4 . aqxxc n”10iE xuoxuM e ¢ c 8e a"� Lt. V K co a 0 WWr tfW a ti PO.a e W ��i'�." .�°. o W fb Or U O O O r r CW N 0 0 0 N n-I O O O O N O b 0 0 [G[(j Q l!'Q 1' E U O v d' y {tl{Ti a Vas 8 W'�' O !V Vol :.' m m jr .� _ , o u. " .1 y [7W 3'Gs of C�W0. + ` F,, yg `„ p ,t, 33ww � m ',9 'a �° 8 'y�".n O" ��w •y O [y _. Y v a v., U o `o_ o •o w En M fA '.L X CL y v -',o C .H 4: °' o S. v 2 .4., o y `v `v `v m m 'a 'a m '3 nt u 'ct rNdGfa..l �.UmCG40 4 J ti c� inn W W K S �L,y 4"�,'T' O o o 0 0 o m v 0 0.E x 0. 6 Ci u O F __is_LFFrn r-`,,,,UmmmW CGLe LiW0. The Commonwealth of Massachusetts tr_ Department oflndustrialAccidents l'i & ` ._ clir- Office of Investigations g. air 1 Congress Street, Suite 100 c& 7aii„i ' Boston, MA 02114-2017 '•? ,,,o+ www.mass.gov/dia W i ers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Apr want Information Q Please Print Legibly "ame (Business/Organization/Individual): Rot- 2 a ,SmaXISA Address: 99 M;i 1 E2 S b(2 i J e.. City/State/Zip: b42TMou4IA 'a.)tt7 Phone#: 603- 73to—a c7 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with employees(full and/or part-time).* 4. ❑ I am a general contractor and I have hired the sub-contractors 6. [ New construction 2.ElI am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g. 111Demolition working for me in any capacity. employees and have workers'[No workers' comp. insurance required.] 9. ❑ Building addition comp. insurance.t 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their ILO Plumbing repairs or additions myself. [No workers' comp. �� right of exemption per MGL insurance required t 3 1 c. 152, §1(4),and we have no 12.0 Roof repairs ��, % �' employees. [No workers' 13.❑ Other comp. insurance 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. :Contractors 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 sub-contractors 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. Insura nce Company Name: Pol. y#or Self-ins. Lic.#: (I Expiration Date: ob Site Address: qq M.111 12S D j U C. City/State/Zip: YLTmpt t (vtf} �r/47 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$1,500.00 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 DIA for insurance coverage verification. I do reby ce • er the pains and penalties of perjury that the information provided above is true and correct r =attire:r Phone#: 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. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to 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-contractor(s)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 returned 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 burn leaves etc.)said person is NOT required to complete this affidavit. 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 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Revised 7-2010 Fax# 617-727-7749 www.mass.gov/dia c t i a a _ /: / i . \)• H.4 T il / \\ 1. 0 Z I \ ii I 0 W F' \ s, s . C E`e-ro.. 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' -# , ; y y ` : / — W4M 11 ' E1 |I ` � !_ ___ / \ ""v IslaOat, _— , - _ 5 s 12 1r-' . a a r i. a so dl N r t• m m H 0 A C O C — — I " • A 0 m m CO m Q 0 m 4 II / !! ` H o a 11'4' 12 ,./. _ a. P `5 ne2etl R.a,.. wwn uii•�m. S_ m II 33.2 e s..q sane Ommem Qvd e...�n. ax,x.ona ' par_mim4 0f hrtmoun s 1 ,r s , I 1 \- -n cn cn _ n _ _ r J O m m 0 a 3'-6' 3'-10s r - 1 .w Q g a";e� a'"'o..,r .. sf Seas. _ Mikes wen., sg 3 af.nano n.n. pmoeue Ore Pea IOr mm.. p,_..s,,.,..,,e. • 4 1 F 4. a 12 gga i -P 3 . . Ms I 9-10' 9 • CO \ 2 m cn cn A 0 C ti 4 _ c 11'3}j' f . m r m a 1 o z Ca o - i m CO w Q 0 N N q a 0 0 It-4' 12 i11 ` / PP a.,.� .w s• 'r I 4 0) C C O — _ IL N Q 0 N N M S 9 3'-0' 3'-10' is a `s 3aCONTACT.E.111. eg�ua _ sH Dann,a... O®+rosr Ore 8.1 0' !! 0—'-- .r.0 BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. "S METAL structure under this contract has been designed and detailed for B L SThe the loads and conditions stipulated in"the contract and shown on these drawings. Any alterations to the structural system or removal of any Acam xx component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil DESIGN LOADING DRAWING INDEX or structural engineer. The manufacturer will assume no responsibility for This structure is designed utilizing the loads indicated and applied by the any loads not indicated. MSC 2010 CS-1 Drawings Cover Sheet This manufactured building is designed with the manufacturer's standard design CS-2 Fastener Schedule practices which are based on pertinent procedures and recommendations It is the contractor's responsibility to confirm that these loads of the following organizations and codes comply with the requirements of the local building department. E1 Anchor Bolt Plan -American Institute of Steel Construction "Specification for the design fabrication and erection of structural steel for buildings" 13th edition. Specific loads (See structural calculations and foundation reactions.) E2 Anchor Bolt Details & Reactions -American Iron and Steel Institute "Specification for the design of cold 20.00 PSF Live Load E3 Rigid Frame Elevation formed steel structural members" 2007 edition. -American Welding Society "Structural Welding Code" AWS D1.1 LL Reduction Allowed X Yes ❑ No E4 Sidewall Framing —Metal Building Manufacturers Association "Specification for the design 30.00 PSF Ground Snow Load E5 Endwall Framing fabrication and erection of the -structural system most current edition. 1.2 Thermal Factor (Ct) E6 Roof Framing & Sheeting Material properties of steel . plate and sheet used in fabrication of primary rigid frames and all primary structural framing members (other than 1.0 Snow Exposure Factor (Ce) E7 Sidewall Sheeting cold —formed sections) conform to ASTM A-529 or A-572 all with a 115 MPH Wind Load Exposure C (if applicable) E8 Endwall Sheeting minimum yield point of 55 KSI. Material properties of cold formed light gage steel members conform to the 2.20 PSF Dead Load (Metal Bldg. Weight - Purlins, Panels, Etc.) E9 Detail Drawings requirements of ASTM A-653, with a minimum yield point of 55 KSI 1.00 PSF Collateral Load (Ceilings, Sprinklers, Etc.) E10 - Detail Drawings High strength bolts and ` their installation shall conform to ASTM specification II Occupancy Category ( Iw= 1.00 I,= 1.00 ` Ie= 1.00) E11 Trim Drawings g Id F-111i. A-325 and are designed as bearing type connections with threads included in the shear plane. All high strength bolts are to be installed to the "Snug -Tight" SEISMIC DATA These Drawings are for condition as defined by the RCSC Specification for Structural Joints Using A325 ❑ or A490 Bolts, 2004 Edition, section 8.1, unless noted otherwise. Crane Building's X Construction Approval Rigid Frame shall . be installed in accordance with "Turn —of —Nut Pretensioning" 1) Mapped Spectral Acceleration for Short Period, Ss 0.227 ❑ Permit ❑ Anchor Bolts & Reactions per section 8.2.1. 'Bolts in standard holes do not require washers per section 6. e Coefficient, Fa 1.60 2) Site Approval orders must be released for fabrication within All primary structural members except bolts and fasteners shall receive one thirty (30) calendar days after the submittal drawings coat of Iron Oxide,inhibitive _primer. 3) Seismic Design Category = B are issued or they will be subject to any current price Shop and field inspections and associated fees are the responsibility of the 4) Site Class = D increases. Special attention should be given in approving contractor, unless stipulated otherwise. dimensions and/or details. Please verify requested 5) Basic Structural System and Seismic Resisting System dimensions by indicating 'OK'. c� p CONTRACTOR RESPONSIBILITIES Ordinary Moment Frame of Steel Building is manufactured by STEEL BUILT CORPORATION. STEEL BUILT CORPORATION is a fabricator approved by the following "agencies. The contractor must secure all required approvals and permits from the 6) Frames: R = 3.00 appropriate agency as required. = 7) Cables: R 3.00 1. QUASAR/CWB GROUP — CAN/CSA A660 Certificate # STEBUO Approval of the manufacturer's drawings and calculations indicate that 2. INTERNATIONAL ACCREDIATION SERVICE, INC. the manufacturer has correctly interpreted and applied the requirements 8) Analysis Procedure = Equivalent Lateral Force Fabricator Inspection Program FA — 446 of the contract drawings and specifications. (RISC 303-05 Code Of 3. City of Houston Approved Fabricator Registration Number — 759 Standard Practice) 4. CityTo LAApproved Fabricator e FABRICATOR LICENSE NUMBER — YP #2091 Where discrepancies exist between the manufacturer's structural steel plans and. the plans for other trades, the structural steel plans shall govern. L DWN: PO REV: EDET: DRAWINGS COVER SHEET (Section 3.3 AISC 303-05 Code of Standard Practice) PG CHK: MSS REVISIONS Design considerations of any materials in the structure which are not NO. DATE CUSTOMER furnished by the manufacturer, are the responsibility of the contractor and ROGER BARBOSA engineers other than the manufacturer's engineering, unless specifically indicated. The contractor is responsible for all erection of steel and associated work Engineering Seal NORTH DARTMOUTH, MA in compliance with the manufacturer's "For Construction" drawings. This certification covers BRISTOL COUNTY Temporary supports, such as guys, ,braces, flashwork or other elements parts manufactured and required for the erectionwill be determined and furnished and installed by delivered by the the erector. (Section 7 AISC 303-05 Code of Standard Practice) manufacturer only, and US METAL BLDGS It is the contractors responsibility to apply or observe all pertinent safety P Y PPY P Y excludes parts such as doors, windows, foundation 1182 E. NEWPORT CENTER DR. rules and regulations, as per OSHA standards as applicable. design and erection of DEERFIELD BEACH, FIL The Contractor is responsible for the verification of all ` shipments received. the building: Any "external" damage or shortages must be noted on all copies of the bill of Jading and one copy_ is to be retained for your records. Failure to do so SCALE: DATE: JOB N0: SHT. NO will make it impossible for the factory to honor any claim. NO EXCEPTIONSIII PROFESSIONAL ENGINEER NOT TO SCALE 9/23/14 000609 CS-1 ROOF FASTENERS' DIE FORMED RIDGE DIE FORMED INTERMEDIATE � PANEL RIB RIDGE PURUN ONE HALF PANELl ' © INSIDE CLOSURE �\ ' RIDGE CAP , , EAVE 7PURUN - ROOF LINE STRUT BLANKET INSULATION APE SEALAN (OPTIONAL)EAVE TRIM I DOUBLE SIDED TAPE TAPE SEALANT (BY OTHERS) PEAK URUN SEALANT INSTALLATION OF INTERMEDIATE THE FIRST ROOF PANEL PEAK PueLiN (UNLESS NOTED ON DRAWINGS) SEE BUILDING ERECTION DRAWINGS - - - WALL PANEL FOR ACTUAL DIMENSION. SAVE STRUT AS REQUIRED OIy ERECTION DRAWINGS SAVE ROOF .PANEL A EAVE STRUT TAPE SEALANT STRUT- � CLOSURE EAVE TRIM INSR IRT ( INTERMEDIATE OP )TIO np (OPTIONAL) INTERMEDIATE DOUBLE SIDED TAPE B (BY OTHERS) GIRT OUTSIDE CLOSURE EAVE STRUT WALL PANEL O SECTION AT EAVE BASE ANGLE DETAIL: A #14 SELF -TAPPING ROOF FASTENERS DETAIL: C Pr 30" O.C. AT SIDE LAP ool #12 SELF —DRILL ROOF FASTENERS 6" O.C. © STITCH FASTENER GABLE END- #1N CENTER A DOOR JAMB 12" ON CENTER 1 OA FASTENER PATTERN o INTERMEDIATE AT BASE ANGLE, EAVE STRUT AND RIDGE CAP � A GIRT BASE ANGLE DETAIL: B #14 SELF —TAPPING ROOF FASTENERS 30 O.C. AT SIDE LAP ` BASE TRIM (OPTIONAL.) #12 SELF —DRILL ROOF FASTENERS 1'—O" O.C. O `- DOOR HEADER FRAME OPENING TRIM ® FASTENER PATTERN AT INTERMEDIATE PURUN OR GIRT RAKE ANGLE O OUTSIDE CLOSURE US METAL BLDGS Customer: ROGER BARBOSA GENERAL NOTES: BASE TRIM GABLE TRIM City: DEERFIELD BEACH I State: FL City: NORTH DARTMOUTH State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer: KL Date: 9/ 7/14 Drafter: PO Date: 9/ 7/14 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO oo CORNER TRIM ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer. PPG Date: 9 23 14 Office: IT Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker. MSS Date: 9 23 14 Office: IT 000609 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. FASTENER SCHEDULE Sht. CS-2 2 3 13'-4" 13'-4" _ _1 S-4" bRO A A 6-9 to m 1 rn B FA C i > o ) 0 ) O b ) B B LC- 3 s 1 I A A Eg fD 13'-4" Dia= 3/4" ENDWALL COLUMN: ANCHOR BOLTS & BASE PLATES FRAME LINES: 2 3 Hof 3"�o�P' Frm Col Anc.-Bolt Base -Plate (in) Grout Line Una Qty Dia Width Length 'chick (in). 1 D 2 0.750 3.000 6.000 0.188 0.0 Y l' COLUMN LINE I291 . 1 C 2 0.750 3.000 6.000 0.188 0.0 1 B 2 0.750 3.000 6.000 . 0.188 0.0 A 2 .750 3.00 6.000 0.188 0.0 `rp 2 1/2" 0 4 A 2 0.750 3.0O00 8.000 0.988 0.0 1 0 - 4 B 2 0.750 3.000 6.000 0.188 0.0 L-J 2 3/4n 4 D 2 0.750 3.000 6.000 0.188 0.0 EW I 6- III 21 I� DETAIL A Dia 3/4" -POF 9O OlrP 2 1/2" I� L J 2 3/4" EW 2" See Plan DETAIL B Dia= 3/4" �o f '9O afe w 2 1/2" L J 2 3/4" EW 2" See Plan DETAIL C Dia= 3/4" 5 7 8" r -I _ � Gf 4" L; J 3" 6" 2 5/16"2 5/16" SW See Plan DETAIL D RIGID FRAME: .:ANCHOR BOLTS k BASE PLATES Frrn Col Anc._Bolt Base_Plote (In) Grout Line Una Oty Dia Width Length "Thick (in) 2* D 4 0.750 5.500 10.00 0.375 0.0 2* A 4 0.750 5.500 10.00 0.375 0.0 2* Frame lines: 2 3 RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column -----Dead-----Collateral- ----- Live --------- Snow----.-Wmd-Leftl- - -Wind-Rightl- Line Una Hartz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert 2* D 0.2 0.8 ' 0.1 0.2 1.0 3.2 1.6 5.0 -2.2-4.4 0.5 -2.6 2* - A -0.2 ' 0.8 -0.1 0.2 -1.0 3.2 -1.6 5.0 -0.5 -2.6 2.2 ` -4.4 Frame Column--Wtnd-jLeft2- -Wind-Riaht2---Wmd-Longt- --Wind-LLon- -Seismic-Left Seismic-R! t Una Una Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert - Horiz Vart 2* D -2.4 '. -2.7 0.4 -0.9 -0.1 -4.3 -0.2 -2.5 -0.1 -0.1 0.1 0.1 2* A -0.4 -0.9 2.4 -2.7 0.1 -4.3 0.2 -2.5 -0.1 0.1 0.1 -0.1 Frame Column LWIND112E- LWINDl R2E- LWIND2 I9F- LWIND2-R2E- F1UNB-SL-L- F1UNB-q-R- Line Una Horiz Vert Horiz Vert Horiz Vert Hartz Vert Horiz Vert Horiz Vert 2* D 0.0 -0.6 -0.1 -0.1 0.0 -0.6 -0.1 -0.1 1.4 5.4 1.4 2.9 2* A 0.1 -0.1 0.0 -0.6 0.1 -0.1 0.0 -0.6 -1.4 2.9 -1.4 5.4 2* Frame lines: - 2 3 ENDWALL COLUMN: BASIC COLUMN REACTIONS (k) Wind Wind Wind Wind Wind Wind Wind Wtnd Frm Col Dead Collet Live Snow Leftl Rightl Left2 Right2 Press Suct Longt Lon92 Line Una Vert Vert Vert Vert Vert Vert Vert Vert Harz Horz Vert Vert 1 D 0.1 0.0 0.5 0.7 -0.7 -0.4 -0.7 -0.4 -0.6 0.7 -0.6 -0.4 1 C 0.2 0.1 1.5 1.9 -2.1 -1.4 -2.1 -1.4 -1.3 1.4 -1.6 -0.9 1 B 0.2 0.1 1.5 1.9 -1.4 -2.1 -1.4 -2.1 -1.3 1.4 -1.6 -0.9 1 A 0.1 0.0 0.5 0.7 -0.4 -0.7 -0.4 -0.7 -0.6 0.7 -0.6 -0.4 Sale Sets Fmi Col .Left Right E1UNB_SL-L- E1UNB-SL-R--LWINDI-L-- -LWINDl-R---LWIND2-L-- Line Una Vert Vert Harz Vert Harz Vert Harz Vert :Harz Vert Harz Vert 1 D 0.0 0.1 0.0 0.7 0.0 0.1 0.0 -0.3 0.0 0.0 0.0 -0.3 1' C 0.0 -0.1 0.0 2.6 0.0 0.7 0.0 -0.1 0.0 0.0 - 0.0 - -0.1 1 B -0.1 0.0 0.0 0.7 0.0 2.6 0.0 0.0 0.0 -0.1 0.0 0.0 1 A 0.1 0.0 0.0 0.1 0.0 0.7 0.0 0.0 0.0 -0.3 0.0 0.0 Fmi Col -LWIND2-R-- Line Una Horn Vert 1 D 0.0 0.0 1 C 0.0 0.0 1 A 0.0 -0.3 Wind Wind Wind Wind' Wind : Wind Wind Wind Frm Una Cal Line. Dead Vert Collat Vert Live Vert Snow Vert Leftl Vert Rightl Vert Left2 Vert Right2 Press Vert Harz Suct ` Harz Long1 Vert Longg2 Vert. 4 A 0.1 0.0 0.5 0.7 -0.7 -0.4 -0.7 -0.4 -0.6 0.7 , -. -0.6 -0.4 4 B 0.2 - 0.1 .1.5 1.9 -2.1 -1.4 -2.1 -1.4 -1.3 1.4 -1.6 -0.9 4 C 0.2 0.1 1.5 1.9 -1.4 -2.1 -1.4 -2.1 -1.3 1.4 -1.6 -0.9 4 D 0.1 0.0 0.5 0.7 -0.4. -0.7 -0.4 -0.7 -0.6 0.7 -0.6 -0.4 Secs Secs. Frm Cal Left Right E2UNB-SL-L- E2UNB-SL-R--LWINDII-- -LWINDI-R---LWIND2-L-- Line Una Vert Vert Horz Vert Harz Vert Harz Vert Harz Vert Harz Vert 4 A 0.0 0.1 0.0 0.7 0.0 0.1 0.0 -0.3 0.0 0.0 0.0 -0.3 4 B 0.0 -0.1 0.0 2.6 0.0 0.7 0.0 -0.1 0.0 0.0 0.0 -0.1 4 C -0.1 0.0 0.0 0.7 0.0 2.6 0.0 0.0 0.0 -0.1 0.0 0.0 4 D 0.1 0.0 0.0 0.1 0.0 0.7 0.0 0.0 0.0 -0.3 0.0 0.0 BUILDING BRACING REACTIONS - t Reactions (k ) Panel Shear Frm Col Line Una 4 A -LWIND2-R-- Harz 0.0 Vert 0.0 .LOAD CASES WIND-1-1 = WIND LOAD FROM LEFT CASE 1 -Wall - Col -Wind - -Seismic - Loc Una Line Harz Vert Harz Vert (lb7ft) Wind Sets 4 4 B C 0.0 0.0 0.0 -0.1 WIND-R1 = WIND LOAD FROM RIGHT CASE 1 - - - - - - - - - 4 D 0.0 -0.3 WIND-LN1 = LONGITUDINAL WIND CASE 1 1 FW 1 SEISMIC = SEISMIC LOAD FROM LEFT R-EW 4 so 17 86 5 SEISMIC-R = SEISMIC LOAD FROM RIGHT B-SW D 50 17 US METAL BLDGS Customer: ROGER BARBOSA SEISMICLN = LONGITUDINAL SEIMIC LOAD F1UNB-SL1 = FRAME 1"UNBALANCED SNOW LEFT SIDE F1UNB-SL-R = FRAME 1 UNBALANCED SNOW RIGHT SIDE FICRANE 1 = FRAME 1 CRANE LOAD IN POSITION 1 DRIFT = SNOW DRIFT LOAD SLIDE = SLIDE SNOW LOAD City: DEERFIELD BEACH State: FL City: NORTH DARTMOUTH Stafe:MA Designer: KL Date: 9/ 7/14 Drafter: PO Dace: 9/ 7/14 Detaller. PPG Date: 9 23 14 Office: IT Job No.: Checker: MSS Date: 9 23 14 Office: IT 000609 ANCHOR BOLT DETAILS & REACTIONS Sht. E2 of 11 SPLICE' BOLT TABLE MEMBER SIZE TABLE QtY MARK MEMBER LENGTH Mark Top Bot Int T e Dia Length RF1-1 1OX55D10 10'-8 1/4" SP-1 8 8 0 A325T 0.500 2.00 RF1-2 1OX551)12 15-0 11 16"' SP-2 10 10 0 A325T 0.500 2.00 RC— CONNECTION PLATES FLANGE BRACES: Both Sides(U.N.) FRAME LINE 2 3, FBxxB(1)• xx=length(in), (1)=one side B — L2X2X1 /8 �7,1� 17 ❑ ART 10 CLC 03 15,— 2" 2 3 CLC100 CLC101 4 1 2 e Ploin 4 1 �,.' 4 5 SCL-1 SCL-2 ' P8R. Galvalum 3 13 46" ® 4'_g � 26 Ga, 3 4 _$ 13 16„ Fg2��'►i FB8(1) Q2 0) �co� _ — — — CO FB28(1) 2..12 FB FB2� _ 26(1) _ s, ° ° - ' — _ _ _ F82B(1) RF1-2 ©sll ('— — _o I a RF,_2 o ° O NVI m I I o I _ , + N+ o aN I m o I N M00 J I N N, ; ,W of + U o� I W I ND m I I ® ®W I m I M 1 ® ® I I o 27'-4" _I_10" o o I 6" CLEAR + — 30'-0" OUT —TO —OUT OF STEEL D RIGID FRAME ELEVATION: FRAME 'LINE 2 3 A US METAL BLDGS Customer: ROGER BARBOSA GENERAL NOTES. City: DEERFIELD BEACH State: FL City: NORTH DARTMOUTH State :MA Designer: KL Date: g/ 7/14 Drafter. PO Date: g/ 7/1-4 MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detailer. PPG Date: g 23 14 Office: IT Job No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Checker. MSS Date: g 23 14 Offic®: IT 00060f0 A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR RIGID FRAME ELEVATION Sht, E3 of 11'1 FIELD WORK. MEMBER TABLE FRAME LINE A & D MARK PART LENGTH E-1 6x3OE16 13 —3 1 4 1 4 E-2 6x30E16 13'-3 1/2" 40'-0" OUT —TO —OUT OF STEEL E 3 4" io 0 I iv M 'rn 1 i7 2 3 13'-4" 13'-4" 13'-4" Ga is E-1 E-2 E-3 is ID I p l G-4 I G-5 I G-6 I I I G-4 G-5 G-6 TR340(TYP) SA Q 6x30E16 I,)—,) 1/4 G-4 6x25Z18 14'-3 1/2" G-5 6x25Z18 15'-4" G-6 I 6x25Z18 1. 14'-3 1 2" 4" CONNECTION PLATES FRAME LINE A & D ❑ID MARK PART 1 1 CLC120 — — — — — — — — — — — — — — = — — — — — — — — — — — — — — — — — — — — — — — — — — — EC-1 RF1-1 RF1-1 EC-1 GIRT P—o" t—o'F—. LAPS SIDEWALL FRAMING: FRAME LINE A 4 40'—O" OUT —TO —OUT OF STEEL 1 4" s o x 1 rn N 1 r in m 3 2 13'-4" 13'-4" cs Is E-1 E-2 E-3 is I 01 i i p I G-4 I G-5 I G-6 I I I I G-4 I i I G-5 I I G-6 _TR340(TYP) SA Q --------------� -------------- x-------------- EC-1 RFt-1 RF1-1 EC-1 GIRT li7-0_ i'— LAPS V—o" 1'-0" SIDEWALL FRAMING: FRAME LINE D US METAL BLDGS Customer ROGER BARBOSA GENERAL- NOTES: City: DEERFIELD BEACH State: FL City: NORTH DARTMOUTH State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer. KL Date: 9/ 7/14 Drafter: PO Date: 9/ 7/14 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK 1S CONSIDERED Detailer. PPG Date: 9 23 14 Office: IT Job No.: A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT H Checker: MSS I Date: 9 23 14 Office: IT 000609 ONOR BACKCHARGES fOR MINOR FIELD WORK. SIDEWALL FRAMING Sht. E4 of 11 BOLT TABLE FRAME LINE 1 & 4 LOCATION UAN TYPE DIA LENGTH ER-1/ER-2 4 A325T 1 2 2 D 30'-0" OUT —TO —OUT OF STEEL A Columns/Raf 12 A325T 1/2" ' 2" Columns Base 4 A325T 1 2" 2" C B 10'-0" 10'-0" 10'-0" Q2" 2" MEMBER TABLE 12 6" SA a J I 6" 122 FRAME LINE MARK 1 & 4 PART LENGTH >> EC-1 8x275C16 10 —9 13 16 EC-2 8x275C15 12-4 13/16" ER-1 _ ER-2 EC-3 8x275C15 12'-4 13/16" L _ a 4 _ _ _ C ER-1 8x275C16 15'-1" ® ® ER-2 8x275C16 15'-1" —O" G-3 DH-1 8x275C16 9'-11 1 /2" ® 3 G-1 4x25Z16 8'-9' a G-2 4x25Z15 8'-9" G-3 4x25Z16 9'-11" io CT G -2 G-3 G-2 FLANGE BRACE TABLE s FRAME LINE 1& 4 o VIDI MARK ILENGTH 1 1 FB19.2 1 —7 1 4 T CONNECTION PLATES ® G-1 G-3 G-1 FRAME LINE.1 & 4 CIID MARK PART °' I I 2 CL081 3 CL083 SA T 4 CLO89 C�-------V--------- CQ---- --� 5' CLC061 EC-1 EC-2 EC-2 EC-1 6 CLC062 8 CLC063 ENDWALL FRAMING: FRAME LINE 1 11 12 CL025 A 30'-0" OUT —TO -OUT OF STEEL D B C 10'-0" 10'-0"T 10'-0" Q2" 6" SA 4 et � 6" 12 ERA 1 - 4 e — e ER-2 _ � C 4 G-3 z❑ Mt 3 DH-1 M G-2 G-2 o _ 1 G-1 P G-1 SA EC-1 EC-3 EC-3 EECC-1 ENDWALL FRAMING: FRAME LINE 4 US METAL BLDGS Customer: ROGER BARBOSA GENERAL NOTES: City: DEERFIELD BEACH State: FL City: NORTH OARTMOUTH State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer: KL Date: 9/ 7/14 Drafter: PO Date: 9/ 7/14 AND PANEL/TRIM ITEMS MAY NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer. PPG Date: 9 23 14 Office: IT Job No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker. MSS Date: 9 23 14 Office: IT 000609 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL FRAMING Sht. Es of 11 MEMBER TABLE ROOF PLAN MARK I PART LENGTH P-1 6x25Z16 14 —3 1 2 1 4 P-2 6x25Z16 15' 4" 40'-0" OUT —TO —OUT OF STEEL P-3 6x25Z16 14' 3 1/2" 2 3 - E-1 6x30E16 13 3 1/4" E-2 6x3OE16 13'-3 1/2" 13'-4" 13'-4" 13'-4" E-3 6x3OE16 13'-3 1 4 �f 4" I E-3 RF1-1 E-2 RF1-1 E-1 D N Q 0 W U Q U to 0 af w U .� D ,. IA N 0 L� 0 0 1� .. w U A N RC B (14) 0 Id O J U E-1 RF1-1 E-2 RF7-1 E-3 PURLIN-" f._a�_y TR340(TYP) ROOF LAP SHEETING PANELS: 26 Go. PBR ROOF FRAMING PLAN Galvalume/Plain US METAL BLDGS Customer: ROGER BARBOSA GENERAL NOTES: City: DEERFIELD BEACH I State: FL City: NORTH DARTMOUTH State -MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer: KL Date: 9/ 7/14 Drafter. PO Date: 9/ 7/14 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer. PPG Date: 9 23 14 Office: IT Job No.: A NORMAL PART OF METAL BUILDING ERECTION. I Date: 9 23 14 Office: IT 000609 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ROOF FRAMING & SHEETING Sht. Es of 11 I P-1 T i i P-2 T P-3 T RF1=2 ER-2 jj ER-1 I RF1-2 ( 1 I P-2 Typ I RF1-2 P-3 Typ I ER-2 I P-1 Typ I RF1-2 ER-1 i i i i i i i 0 0 N � N L N I N 1 •N- I aN— I � 1 � I •N— I N. i � 1 10 0. L_I �� N r DECAL TR11001 TR080 TR0BI M E - s I ,iqi7 N N (2) TR001 ® 15'-3 1/2" ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. PBR — Pearl Gray DECAL TR11001 TRp80 TR080 to TR042 TR041 ) � I 71) I d� ON 00 I ( 0O Of I 1 , TR001 ® 10'-2" TRO01 ® 10'-2" ENDWALL SHEETING & TRIM: FRAME LINE 4 GENERAL NOTES: PANELS: 26 Ga. PBR — Pearl Gray US METAL BLDGS Customer: ROGER BARBOSA City:-DEERFIELD BEACH State: FL City: NORTH DARTMOUTH State:MA MINOR FIELD WORK OF STRUCTURAL, SECONDARY Designer. KL Date: 9/ 7/14 Drafter. PO Date: 9/ 7/14 AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED Detailer. PPG Date: 9 23 14 Office: IT .lob No.: A NORMAL PART OF METAL BUILDING ERECTION. Checker: MSS Date: 9 23 14 Office: IT 000609 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL SHEETING Sht.'E8 of 11 (2)#12X 11/4" 1012' 6' S.O.S.PURLI 12'0Xi t/4" - SIDEWALL GIRT PURLIN I CLC070(SEE ROOF 2" A307 BOLTS . SA _ _ _ - _ _ - - FRAMING PLAN (TYP.XU.N.) CLCO70 �° O� FOR LOCATIONS IF REQUIRED) 2" CLC062 100 X1114" CLC082 (SEE ROOF : 1 12"0 X11/4' 1 12"0 X11/4" ENDWALL COLUMN A307 BOLTS _ ,. FRAMING PLAN AW7 BOLTS A307 BOLTS 2" (TYP.XU N) FOR LOCATIONS I p(TYP.xU.N) (TYP.)(U.NJ _ CLC062 X 1 V4' l W/4" OR 6" i� IF REQUIRED) -I -- ° 4"EW GIRT A307 FINNECK AW7 FI [CLC112 ENDWALL GIRT I i 72' 1 ENDWALL RAFTER ° - �4'EWGIRT O O O O O O O O - O O O O BOLTS CLO20 W/e" GIRT CLC061 ,V — — O O sD o- r O Q Q 0 _ �� Q P O W/6' GIRT -- -- cILDDese Ms } FLANGE - ao� I O O o al 00 CL083(F.S.} SEE ENDWALL FRAMING - ELEVATIONS FOR I ® SIZE AND LOCATIONS ENDWALL RAFTER I (12)12"0X7 ENIDWALL GIRT O O II (12)12.0X2" A32ST BOLTS ENDWALL GIRT - ENDWALL GIRT CORNER COLUMN A325T BOLTS f I -® �I CL083 CLOet ENDWALL COLUMN 170 X 1 BOLTS A30780LTS ENDWALL COLUMN (BEYOND) QL0063 (TYP.)(U.N ) (SINGLE CEE, DOUBLE CEE) D ENDWALL COLUMN ENDWALL GIRT T (SINGLE CEE, DOUBLE CEE) Al PURLIN TO ENDWALL RAFTER B1 ENDWALL COLUMN TO ENDWALL RAFTER C1 ENDWALL COLUMN GIRT CONNECTION C2 ENDWALL COLUMN GIRT CONNECTION D1 CORNER COLUMN GIRT CONNECTION SEE ROOF PLAN ' BEE ROOF P� _ PURLIN 12"0X11/4' A307 BOLTS Ij^Il PURLIN ENDWALL COLUMN CL001 ENDWALL COLUMN CLOW (TYP.)(U.N.) 112"0x 1114' 1 1 (TYP-) CLCO70 ' A307 BOLTS OF REOD.) CLC070 (SEE I (TYP ) (U.N.) I I (SEE ROOF (2) 3WO ROOF FRAMING FRAMING PLAN ANCHOR BOLTS (2) 3/4"0 PLAN FOR FOR LOCATION) - - - ANCHOR BOLTS IF RLOCATIONS) 2-Q (4)12'0 x2" 212' 212' (4)12"0xi1/4" ® o Q O I A325TBOLTS _____ A307 FIN NECKBOLTB e PURLIN�CL122 2- 12'0 X 1 1/4' ENDWALL RAFTER(TYPJ(U.N.) (SINGLE CEE). - 'MAIN FRAME A307 BOLTS RIGID FRAME RAFTER/ (4)12"0 X2' RAFTER ENDWALL RAFTER (SHAPE MAY VARY) A325T BOLTS 12"X2"A325T BOLT & NUT W/ WASHER Ei ENDWALL COLUMN BASE SECTION E6 ENDWALL COLUMN BASE SECTION F4 ENDWALL RAFTER PEAK CONNECTION G1 FLANGE BRACE AT PURLIN LAP G6 PURLIN CLIP DETAIL l2'0x2"A325T BOLT&NUTW/WASHER SPACER FLANGE BRACE EAVE STRUT MAIN FRAME SEE RIGID FRAME - COLUMN ELEVATION(S) FOR LOCATIONS) SIDEWALLGIRT(S) EAVE STRUT (QUANTITY OF - GISTS VARY) GIRT (2)I#12 x11/4"S.D.S. (TYP.)(U.N.) Q ° ° SAG ANGLE TR340 PURLIN (TYP,) 1 '...(FIELD CUT AND ---------__ BEND AS REQ'0.) (2)#12 x 11/4" S.D.S. (TYP.)(U.N.) 12"0 X 1 1/4" NOTE: A307 Ba Ts' (TYP.) (U.N.) SAG ANGLE TR340 IF REDD LAPPING MAY BE REQUIRED FOR PROPER (SEE ROOF FRAMING INSTALLATION OF TR340. EACH LAP MUST ' PLAN FOR LOCATION). OCCUR ATA PURLIN LOCATION. ANY CUTS WILL BE MADE IN THE FIELD AS THE TR340 G8 SIDEWALL GIRT SAG ANGLE G10 PURLIN BRIDGING AND SAG ANGLE IS SUPPLIED IN 27-T PIECES. H1 FLANGE BRACEBOLT PATTERN AT GIRT LAP US METAL BLDGS Customer: ROGER BARBOSA City: DEERFIELD BEACH State: FL City: NORTH DARTMOUTH I State: MA Designer. KL Date: 9/ 7/14 Drafter" PO Date: 9/ 7/14 NOTES: 1.) ALL SCREWS ARE WITH WASHERS Detailer. -PPG Date: 9 23 14 Office: IT Job No.: Checker: MSS Date: 9 23 14 Office: 1T 000609 UNLESS NOTED. DETAIL DRAWINGS Sht. E9 of 11 EAVE STRUT 16Si X 1 114" (1)12'0 X 2" STRUT A32ST BOLTS EAVE STRUT 1? 100 1 114" _----ENDWALL(TYP) GAPA3W BOLTSRAR (TYP.xU.NJ *FNDW.L�GIRT" N BOLTS �� � = - - - - )N.N.) e----EWGIRT ALL ER O 1/4"CLOB.R I -__may--q G� DOOR HEADER CL081 (F S) .DOOR JAMB (2)12 0 11l4'CL083MS(12)12"0 X2'I A307 FIN NECKA32ST BOLTS CLO83 CLDI2DWITH BOLTS -(6)12'0 X2' (12) 1 IA326T BOLTS MAIN FRAMEA2) TBO/2'0 BOLTS SEE ANCHOR RAFTER A325T BOLTS CORNER COLUMN BOLT PLAN (SINGLE CEE. DOUBLE FOR DIMENSION A307 BOLTS CORNER COLUMN CEE (SINGLE CEE, DOUBLE CEE) � (fYP.HU.N.) 16 CORNER COLUMN TO ENDWALL RAFTER 16S CORNER COLUMN TO ENDWALL RAFTER J22 EAVE STRUT TO MAIN FRAME M1 HEADER TO DOORJAMB X4 ENDWALL COLUMN GIRT CONNECTION CONNECTION e.DOUBLE PLATE BLEC CONNECTION o o OTER PLATEDOUBLE C RAFTERS SEE RIGID FRAME DRAWING FOR BOLT SEE RIGID FRAME DRAWING TYPE AND SIZE FOR BOLT TYPE AND SIZE. 8 COLUMN TO RAFTER SPLICE U12 RAFTER PEAK CONNECTION US METAL BLDGS Customer: ROGER BARBOSA City: DEERFIELD BEACH State: FL City: NORTH DARTMOUTH I State: MA Designer. KL Date: 9/ 7/14 Drafter. PO Date: 9/ 7/14 Detailer PPG Date: 9 23 14 Office: IT Job No.: Checker. MSS Date: 9 23 14 Office: IT 000609 DETAIL DRAWINGS sht. E10 er 1f INSIDE CLOSURE W/ x11W #12 X 11W S.D.S. #12 X 1 114" S.D.S. RS875D.S. TOP RAKE ANGLE #1X70S.D.S. (1'£" D.C.) (1.4 E" O.C. ) (SEE SHOF PANEL •TRIM TR080WAIL R5100 PANEL BASE ANGLE ROOF PANEL#12X 1 114" DOORIAMBS.D HEADER WALLPANEL S FOUNDATION TR700 @ 6" JAMB *I�R', TRO67 INSIDE CLOSURE (BY OTHERS) TR042@8"JAMB OUTSIDE CLOSURE WALLPANEL TR043@70"JAMB REQ'D) #12X17f4' SDS #12x11/4"(IF S.D.S. #ibx 7/8.S.SIDETRIM CLOSURE (1-0"O.#14X Od' TRO40 .C.) (1'-0' O.C.)TR001 #12X14" S.D.S. TR700 @ 6' HEADER TRO42 @ 8"HEADER TRIM TR041 OUTSIDVE STRUT #12 X 1 1/4" S.D.S BY OTHERS, MUST BE ADEQUATE TR043 @ 10"HEADER (IF READ) WALLPANEL BASE NOTCH DETAIL • 70 SAFELY RESIST THE LOADS WALLPANEL 11/2' IN THE REACTION REPORT (IF APPLICABLE) T1 BASE TRIM SECTION T11110 DOOR JAMB TRIM Trim_2 HEADER TRIM Trim_14 EAVE TRIM SECTION Trim_35 RAKE TRIM SECTION ROOF PANEL TR080 RIDGE CAP TRO67 - ENOWALL PANEL.. - CORNER #14 X 7/8" S.D.S. TR101 TRIM TR02D (1'-0" O.C.) TR100 - TRO80 DECAL ENDWALL SIDEWALL SIDEWAL.L PANEL PANEL PANEL TRO20 Trim_39 CORNER TRIM SECTION BUILDING CORNER DETAIL PEAK DETAIL Yt f f �/ POSIOPU3 S!Qii 10 0 13'-4 2'-0 ' 2'-0" 2'-0" ( '-O" Eli J _ -.- r I- - 7 -=- - -- -r = 7 = O IT i 1 - _J IF 1 Sl, 8'I L J f ry -J -� N F4.0 II'-4" I'-4" I I I F4.0 I 1 .i -•- --- 14I 2 -O 2 -O 2 -O 2 -O '_ O 2 1'-4" 4,10" 41 0" 1'-4" 10" i I lot, i 'O I � l � t 1 _ G I = O v I T.O.W. -8 I - O `r l.0 t 1� = IN ; L IN __9 F4.0 J F4.0 SLAB CONSTRUCTION: { 5LOP SLAB 1/5" PER FOOT 2 4" CONCRETE SLAB ON I }--------------------- (4 I S-.� O _O 0 O REINFORCED W/ W.W.F. W6X6 O N2.GX2.ci TOP OF SLAB EL. O'-0' - 2- O - m SAN GUT SLAB AT COLUMN LINE 4 BOTH DIRECTIONS. loll I0loftl0 � 1 � F4.0 r ' 1„ F4.0 1-a FT6. I 40 I I TYP. U.N.O. ( I 2'-0" 2'-011 21_0„ 21_011 I -1 o 0 o" � 6 NALL O TYP. U.N.O. 1'-4" 1'-4" I I O O i F4.0 y F4.0 F4.0 I I F4.0 aA A A r --- ---_ - t - - - - - - - �= cV L- I J -- J O_ _ L I J - t t � -� � o L---- _ -' -' I'-4" 2'-0' 2'-0" -� - - -� 2'-O" 1_0 11 1. 4'-0" 4'-0" F(7)[Ar-D AT I oN FLAB �a i III GENERAL NOTES: II 1. The design is in accordance with the State Building Code 5th Edition of the Commonwealth of Massachusetts. I 2. The structural drawings shall be used in conjunction with the architectural, mechanical, II electrical, plumbing, and Landscape drawings and specifications. 3. Details shown as typical are applicable to all simllef conditions. f 4. All dimensions, elevations and conditions shall be verified in the field by the contractors and any'. discrepancies shall be brought to the attention of the ry Engineer for clarification before proceeding with the affected part of the work. For work attached to o: within existing structures, the contractors shall W determine all necessary dimensions, elevations and n1 I conditions required for the accurate fabrication and � erection of the building components. The contractdX'I shall verify all dimensions and conditions at the site and report any discrepancy to the engineer before ordering material and proceeding with the work. W W Dimensions and elevations noted in the contract documents as (+/-) and all field conditions shall be cf w verified In the field by the contractors prior ®W [--r to the submission of shop drawings. Upon receipt (?f shop drawings, the engineer has the right to assume a 0 that all field dimensions, elevations and conditions p',ave been verified by the contractors and that the shoe drawings accurately reflect such verifications unlea-j stated otherwise on the shop g s. drawln I 5. The contractor is entirely responsible for the stabi'aty of the structure during a I I phases of erection 4 construction. The contractor shall take special evte that the horizontal stability of the building relies on the floor slabs and the roof deck diaphragm as Noll a& by w j the bracing shown on the drawings. Temporary guys ►� w and brocings shall be provided as required in the Al5G Specification considering this building as a nor self-supporting frame. 6. Where drawings and specifications show conflicting information, it -shall be brought to the attention Engineer for clarification. I l Foundations 1. Foundations shall bear on compacted granular fill pr ll' natural undisturbed soils having a minimum bearing capacity of 2 tons per square foot (as verified by the (5eotechnical Engineer). Structural fill shall me?t the requirements of the 6eotechnical Report. 2. All exterior foundations shall be a minimum of 4'-O" below finished grade. 3. No foundations or slabs shall be placed In water or on frozen ground. j 4. The contractor should review the 6eotechnical Report prepared by the Geotechnical Consultants. Any recommendations made by the Report shall become part of the job specifications. 5. If ledge is encountered during the excavation of the foundations, the ledge shall be overexcavoted by a minimum of 12 Inches. A 12 inch layer of compacted gravel shall be placed as a cushion between the a--� ledge and the bottom of footing. Reinforced Concrete I. All structural concrete shall be normal weight, stony aggregate concrete, and shall be proportioned,!, mixed and lace -! pla ced under the supervision of a control � engineer in accordance with AGI 315, 515 and 501 standards, latest editions. Concrete shall develop the following 25 day strengths: a. Exterior: wall footings, piers and slabs 3000 psi,' (696/ air entrained) �I b. All other concrete 3000 psi 2. Reinforcing bars including stirrups shall conform to AS P TM A615 with 60 0 00 psi yield ,u Ids m p y strength with minim, anchorage and splice requirements for reinforcing finy accordance with AGI 315, latest edition. Nelded wife fabric shall conform to A5TM A155. 5. Concrete walls shall be cast in alternate panels., not exceeding 100 ft. in length. The use of pour strips of splices in horizontal reinforcing may be used �G'I to extend the length of pours. 4. Detailing of reinforcement shall be according to the latest edition of AGI 315 "Details and Detailing of �) Concrete Structures". �i �i 5. Not all openings through concrete slabs and walls 9 g � are shown on structural drawings. Openings indicated ® �i on the drawings or any additional openings or inserts required must be verified with respective trades before placement of concrete. ® a` 6. See architectural drawings for finishes, depresslonr,f, <( reglets, notches, and other architectural features. { 7. Concrete exposed to the exterior shall be air entr<lne-d. 5. Unless noted otherwise, provide the following clear I! cover for reinforcing steel: A. Footings: 3" B. Foundation Walls: 2" d' C. Interior Slabs: I" D. Exterior 51abs: 2" N E. Columns, Plers or Pilasters: 1 1/2" to ties Q Q. All exposed concrete to be rubbed to a smooth finis �-•a DESIGN LOADS: w The building has been designed to conform to the w husetts State BulidingCode 5th Edi tion, and tYi to resist the following loads: O Roof:. ..LL=20 psf (Minimum) w Foor:..................LL=100 psf ® �-•� Nind I. Wind epeed(3 Second bust) V=110 mph 2. Nind Importance Factor: 1=1.00 Buildi ng Category I 3. Nind E x osur: "" I' Snow p l Ground Snow: - ..Pg-30 psf i=lot Roof SnON:... ....Pf=30 psf FOUNDATIC`)N Snow Exposure For -tar .................... Cc= I.00 Snow Load Importance Factor .... I=1.00 PLAN Thermal Factor.....................................Ct=1.0o l I �HOFM ROBER �I STRUCTURAL' F I �No. 431280 S'S TONAL � ` I. _II I — CORRUGATED METAL CORRUGATED METAL 5HEATHIN6 BY OTHERS SHEATHING BY OTHERS —.—— Z PURLING BY OTHERS Z PURLING BY OTHERS 1 DIA. ANCHOR ROD —ANCHOR BOLT PER PRE -FABRICATED FOR TOW ®4'-O" O.G. - EXTERIOR WALL FOR TOW METAL BUILDING a EL. SEE EL. SEE O PLAN FOR SLAB MFG. PLAN [--a 00 FOR SLAB EL. 4 _ EL. 4 REINF. = FOR SLAB EL. Q REINF. 5EE PLAN PITCH SLAB SLOPE SLAB 5EE PLAN REINF. 5EE PLAN 1 a � I " #4 � 24o.c. d ar/) I' 2 6 x2 - -6 f / O w SEE PLAN a 16 z i.. i 6-#5 0 w Q IIH ° i i VERTICAL 12 a W p 2 PIER '— lu 1u N cn' a REINFORCEMENT q i T 1 WALL BEYOND NO a: IL Q ci a 6-#5 DOWEL z Qr #5 GL05ED - F a i TO MATCH IL — LL TIES (p 12" O.G. I VERTICAL SEE PLAN PIER DOWELS2-#5 O 2`0 `d a ° 5-#5 (CONT.)If -#5 a I 91 II ------------------- FORBOA EL. I II 4 5 BOTTOM EACH WAY®F 4.0 a I -10 BOF SEE PLAN I_811 EL. 4'-011 SEE SEC.O1� I PLAN SEG ION SEGiION 2 5 4 SEE 5 GHEDULE R FOR REINF. a= SEE SGHED. PLAN i 1151 FOR TOP OF PIER ELEVATION (SHOWN SHADED) nr=i�P 5AWGUT JOINT FOR SLAB EL. 4 SEE PLAN 2" COVER TYP. °a Z" COVER TYP_ FIEF eHEL7>LJLr--: MARK 7'rFE SIZE "A"X "5'' RE I NFORG I NCB T 1 ES IC "Xll " 8-#( #5 � �12 2 #5®12"